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20140805 Regular City Council Meeting - Agenda California Public Records Act ("PRA"): In compliance with the PRA, the documents pertaining to agenda items, including attachments, which are presented to the City Council in open session are available for public inspection. They may be inspected during regular business hours in the City Clerk's Office at Vernon City Hall, 4305 Santa Fe Avenue; Vernon, California 90058, and on the City's website at www.cityofvemon.org. No prior appointment is required. Americans with Disabilities Act ("ADA"): In compliance with the ADA, if you need special assistance to participate in a city meeting,please contact the City Clerk's office at(323) 583-8811. Notification of at least 48 hours prior to the meeting or time when services are needed will assist the City staff in assuring that reasonable arrangements can be made to provide accessibility to the meeting or service. Agenda City of Vernon pF vE� Regular City Council Meeting Tuesday, August 5, 2014, 9:00 a.m. Council Chamber 4305 Santa Fe Avenue Vernon, California 05 � 'ID os�¢ W. Michael McCormick, Mayor 4 if 'ELY �t+o William J. Davis, Mayor Pro-Tem Richard J. Maisano, Council Member Michael Ybarra, Council Member Luz Martinez, Council Member CALL TO ORDER& FLAG SALUTE CHANGES TO THE AGENDA PUBLIC COMMENT -At this time the public is encouraged to address the City Council on any matter that is within the subject matter jurisdiction of the City Council. The public will also be given a chance to comment on matters which are on the posted agenda during City Council deliberation on those specific matters. If you would like to comment concerning a matter that is noticed for a public hearing today, please wait until that hearing is formally opened before making your comment. PRESENTATIONS 1. A Proclamation of the Mayor and the City Council of the City of Vernon Commending and Honoring Kevin Orvil Monge for his service and support of his community. 2. A Proclamation of the Mayor and the City Council of the City of Vernon Commending and Honoring Kristian Emiliano Vasquez for his service and support of his community. Regular City Council Meeting Agenda August 5, 2014 PUBLIC HEARINGS 3. Consider Vernon's conformance to the criteria in the Congestion Management Program as established by the Los Angeles County Metropolitan Transportation Authority, A Resolution of the City Council of the City of Vernon finding the City of Vernon to be in conformance with the Congestion Management Program(CMP) and adopting the CMP Local Development Report, in accordance with California Government Code Section 65089. Recommendation: (1) Find that approval of the 2014 CMP Local Development Report is statutorily exempt under the California Environmental Quality Act ("CEQA") in accordance with CEQA Guidelines Section 15276, which expressly exempts the preparation and adoption of a congestion management program and categorically exempt pursuant to CEQA Guidelines section 15061(b)(3)because there is no possibility that approving the report may have a significant effect on the environment; and (2) Adopt a resolution self-certifying the City's compliance with the Congestion Management Program requirements and adopt the 2014 CMP Local Development Report in accordance with California Government Code Section 65089. CONSENT CALENDAR-All matters listed on the Consent Calendar are to be approved with one motion. Items may be removed from the Consent Calendar by any member of the Council. Those items removed will be considered immediately after the Consent Calendar. Claims Against the City—Received and Filed 4. Claim for Damages received on July 17, 2014, from Pacific Bell/AT&T,in an amount to be determined. Minutes—To be Received and Filed 5. Minutes of the Special and Regular City Council Meeting held June 17, 2014. 6. Minutes of the Special Joint City Council and Successor Agency Meeting held July 1, 2014. 7. Minutes of the Regular City Council Meeting held July 1, 2014. 8. Minutes of the Regular City Council Meeting held July 15, 2014. Warrant Registers 9. Ratification of the following City Warrant Registers to record the following voided checks: a. City Warrant Register No. 1403 to record voided Check No. 344615 in the amount of$150.00; and Page 2 of 6 Regular City Council Meeting Agenda August 5, 2014 b. City Warrant Register No. 1399 to record voided Check No. 344002 in the amount of$75.00; and c. City Warrant Register No. 1398 to record voided Check No. 343858 in the amount of$440.00. 10. Ratification of Light& Power Warrant Register No. 365 to record voided Check No. 510738 in the amount of$45.58. 11. Approval of City Warrant Register No. 1405, totaling $2,316,638.77, which covers the period of July 8, through July 28, 2014, and consists of the following: a. Ratification of wire transfers totaling $1,421,176.32; and b. Ratification of the issuance of early checks totaling $627,965.22; and c. Authorization to issue pending checks totaling $267,497.23. 12. Approval of Light& Power Warrant Register No. 370, totaling $5,648,025.15,which covers the period of July 8, through July 28, 2014, and consists of the following: a. Ratification of wire transfers totaling $5,514,440.38; and b. Ratification of the issuance of early checks totaling $36,241.49; and c. Authorization to issue pending checks totaling $97,343.28. 13. Approval of Gas Warrant Register No. 158, totaling $2,805,103.98,which covers the period of July 8, through July 28, 2014, and consists of the following: a. Ratification of wire transfers totaling $2,745,124.83; and b. Ratification of the issuance of early checks totaling $29,412.07; and c. Authorization to issue pending checks totaling $30,567.08. Fire Department 14. Activity Report for the period of July 1, through July 15, 2014, to be received and filed. 15. A Resolution of the City Council of the City of Vernon approving and adopting an updated General Fee Schedule. Recommendation: (1) Approve a resolution to, among other things, amend Exhibit A of the City's General Fee Schedule to remove the existing false security alarm fee for the second false alarm response within a fiscal year. The lack of a fee for the first false alarm would continue, and the fees for third and each subsequent false alarm response would remain unaffected. The resolution would also find that the revision to the false security alarm fee is exempt under the California Environmental Quality Act("CEQA") in accordance with CEQA Guidelines Section 15061(b)(3), the general rule that CEQA only applies to projects that may have an effect on the environment. Page 3 of 6 Regular City Council Meeting Agenda August 5, 2014 Gas and Electric Department 16. April 2014 Vernon Gas and Electric Resource Procurement Report, to be received and filed. Health and Environmental Control Department 17. Approval of a Services Agreement with KJServices Environmental Consulting for Program Management and Implementation Services. Recommendation: (1) Find that approval of the proposed Services Agreement with KJServices Environmental Consulting is exempt under the California Environmental Quality Act ("CEQA") in accordance with CEQA Guidelines section 15061(b)(3), the general rule that CEQA only applies to projects that may have an effect on the environment; and (2) Authorize the City Administrator to enter into a Services Agreement between the City of Vernon and KJServices Environmental Consulting in substantially the same form as submitted with the staff report, for the period of August 1, 2014 through October 31, 2016, in an amount not to exceed $100,780.00. It is further recommended that the City Council find that"the bests interests of the City are served by a direct award of the contract without a competitive selection process" and that it would be "commercially unreasonable"to re-bid those portions of this contract that have continued to have been awarded to KJServices Environmental Consulting since 1998. Police Department 18. Activity Log and Statistical Summary of Arrest and Activities for the period of July 1,through July 15, 2014, to be received and filed. NEW BUSINESS Public Works, Water and Development Services Department 19. A Resolution of the City Council of the City of Vernon declaring a Phase I Water Supply Shortage pursuant to Section 25.103 of the Vernon Municipal Code. Recommendation: (1) Find that declaring a Phase I Water Supply Shortage pursuant to Vernon Municipal Code § 25.103 is exempt under the California Environmental Quality Act("CEQA") in accordance with (a) CEQA Guidelines Section 15061 (b)(3), the general rule that CEQA only applies to projects that may have an effect on the environment; and(b) Section 15307, because it is an action taken by a regulatory agency to assure the "maintenance, restoration, or enhancement" of natural resources and includes procedures to protect the environment; and (2) Adopt the resolution declaring a Phase I Water Supply Shortage pursuant to Vernon Municipal Code Section 25.103. Page 4 of 6 Regular City Council Meeting Agenda August 5, 2014 20. Approval to Advertise for Contract No. CS-0428: Office Reconfiguration of City Administration, City Attorney and Human Resources Departments. Recommendation: (1) Find that the proposed Capital Improvement is categorically exempt under the California Environmental Quality Act("CEQA") in accordance with CEQA Guidelines Section 15301, Existing Facilities, part(a), because the project is merely to make interior or exterior alterations involving interior partitions,plumbing, and electrical conveyances; and (2) Approve Contract No. CS-0428 and grant authority to advertise for bids for the Office Reconfiguration of City Administration, City Attorney and Human Resources Departments, based upon the City's standard public works bidding package. ORDINANCES 21. Ordinance No. 1224 -An Ordinance of the City Council of the City of Vernon, California, amending Sections 16.15, 16.16 and 16.17 of Article I, Chapter 16 of the Vernon Municipal Code to assign speed limits on certain streets and to repeal all ordinances or parts of ordinances in conflict therewith (second reading). Recommendation: (1) Find that adoption of the Ordinance is exempt from the California Environmental Quality Act ("CEQA") in accordance with Class 1, Section 15301(c) of the CEQA Guidelines, California Code of Regulations, Title 14. Projects exempted under Class 1, Section 15301(c), consist of the operation, repair, or minor alteration of existing highways, streets, sidewalks, gutters, bicycle and pedestrian trails, and similar facilities involving negligible or no expansion of use; and (2) Adopt the proposed Ordinance amending Sections 16.15, 16.16 and 16.17 of Chapter 16, Law Enforcement, of the Vernon Municipal Code. DISCUSSION ITEMS (POSSIBLE DIRECTIVES TO STAFF) 22. Presentation by the Director of Public Works,Water and Development Services on the 1-710 Corridor Proiect. ORAL REPORTS 23. City Administrator Reports—brief reports on activities and other brief announcements by the City Administrator and Department Heads. 24. City Council Reports—brief report on activities, announcements, or directives to staff. Page 5 of 6 Regular City Council Meeting Agenda August 5, 2014 CLOSED SESSION 25. CITY COUNCIL CONFERENCE WITH LABOR NEGOTIATORS Government Code Section 54957.6 Agency Designated Representatives: Mark Whitworth, Teresa McAllister, and Paul Coble Employee Organizations: Vernon Police Officers' Benefit Association and Vernon Firemen's Association. ADJOURNMENT I hereby certify under penalty of perjury under the laws of the State of California, that the foregoing agenda was posted on the bulletin board at the main entrance of the City of Vernon City Hall, located at 4305 Santa Fe Avenue, Vernon, California, and on the City's website,not less than 72 hours prior to the meeting set forth on this agenda. Dated this 3 1" day of July 2014. By: Ana Barcia Deputy City Clerk Page 6 of 6 Of Y'e RECEIVED nt�'�rar Me��R STAFF REPORT JUL 2 9 2014 CITY ADMINISTRATION CITY CLERK'S OFFICE DATE: August 5,2014 TO: Honorable Mayor and City Council FROM: Mark C. Whitworth, City Administrat r RE: Eagle Scout Proclamations Recommendation It is recommended that the City Council: Approve proclamations for Kristian Emiliano Vasquez and Kevin Orvil Monge for their service to and support of their community. Background Two members of the Southeast Area Division of the Boy Scouts of America have attained the rank of Eagle Scout, the highest advancement rank in Boy Scouting. These young gentlemen are Kristian Emiliano Vasquez and Kevin Orvil Monge. The prestigious Eagle Scout Award is presented only to young men who have attained outstanding achievements in scouting and in their community. Mayor McCormick will present these proclamations on behalf of the City of Vernon at their awards ceremony. Fiscal Impact There is no cost associated with the presentation of proclamations. of 10K lift A PROCLAMATION OF THE MAYOR AND THE CITY COUNCIL OF THE CITY OF VERNON COMMENDING AND HONORING KEVIN ORVIL MONGE FOR HIS SERVICE AND SUPPORT OF HIS COMMUNITY 1VHERF.AS, Kevin Oruil Monge has distinguished himself by attaining the rank of Eagle Scout avith the Boy Scouts ofAmerica;and WHEREAS, Mr. Mon ge has completed 21 Merit Badges, including Merit Badges in `Family Life," `Personal Management,"and "Citi.Zenship in the Community and World"as well as `First Aid",•and IVHEK EAS, Mr. Mon ge has completed a Community Service Project for Huntington Park College Deady Academy in building a ga.Zebo and reflection area for the students to come and reflect on their studies, in addition to completing over 500 hours of community service;and IVHES, the Eagle Scout Award is presented only to young men who have attained outstanding achievements in scouting and their community;and WHEREAS, Mr. Monger scouting achievements are an example ofAmerica in action, and his keen sense Of maturity and development of leadership have placed him in the esteem of his community and fellow scouts. NO LYE THEREFORE, THE MAYOR AND THE CITY CO UNCIL OF THE CITY OF VERNON, ON BEHALF OF ITS EMPLOYEES, RESIDENTS AND BUSINESSES HEREBY HONOR, COMMEND AND CONGRATULATE KEVIN ORVIL MONGE FOR HIS SERVICE AND SUPPORT OF HIS COMMUNITY. THIS PROCLAMATION IS BEING PRESENTED TO KEVIN ORVIL MONGE BY THE HONORABLE MAYOR W MICHAEL MCCORMICK FOR AND ON BEHALF OF THE CITY COUNCIL OF THE CITY OF VERNON THIS STH DAY OF AUG UST TWO THO USAND AND FO URTEEN. CITY OF VERNON By: iY� MICHAEL MCCORMICK Mayor A PROCLAMATION OF THE MAYOR AND THE CITY COUNCIL OF THE CITY OF VERNON COMMENDING AND HONORING KRIS TIAN EMILIANO VASQUEZ FOR HIS SERVICE AND SUPPORT OF HIS COMMUNITY WIWEREAS, Kristian Emiliano Vasquez has distinguished himself by attaining the rank of Eagle Scout with the Boy Scouts ofAmerica;and WHEREAS, Mr. Vasque.Z has completed 21 Merit Badges, including Merit Badges in `Family life," `Personal Management,"and "Citizenship in the Community and Wlorld"as well as `First Aid'; and WHEREAS, Mr. Vasquez has completed a Community Service Project for San Antonio Magnet and Technology Academy in Huntington Park in which he remodeled the front entrance landscape to the school, in addition to completing over 500 hours of community service;and WHEREAS, the Eagle Scout Award is presented only to young men who have attained outstanding achievements in scouting and their community;and WHEREAS, Mr. Vasque!Z'r scouting achievements are an example ofAmerica in action, and his keen sense of maturity and development of leadership have placed him in the esteem of his community and fellow scouts. NOWT THEREFORE, THE MAYOR AND THE CITY COUNCIL OF THE CITY OF VERNON, ON BEHALF OF ITS EMPLOYEES, RESIDENTS AND BUSINESSES HEREBY HONOR, COMMEND AND CONGRATULATE KR1STIAN EMILIANO VASQUEZ FOR HIS SERVICE AND SUPPORT OF HIS COMMUNITY. THIS PROCLAMATION IS BEING PRESENTED TO MSTIAN EMILIANO VASQUEZ BY THE HONORABLE MAYOR WI MICHAEL MCCORMICK FOR AND ON BEHALF OF THE CITY COUNCIL OF THE CITY OF VERNON THIS STH DAY OF A UG UST TVO THOUSAND AND FOURTEEN. CITY OF VERNON By: W1 MICHAEL MCCORMICK, Mayor Of V v~ • 0 4305 Santa Fe Avenue City of Vernon - Vernon,CA 90058 (323)583-8811 Stilt ISO NOTICE OF PUBLIC HEARING The City of Vernon will conduct a Public Hearing, which you may attend. Place: Vernon City Hall City Council Chambers 4305 Santa Fe Avenue Vernon, CA 90058 Date & Time: Tuesday,August, 5, 2014 at 9:00 a.m. (or as soon thereafter as the matter can be heard) The City Council of the City of Vernon will be conducting a Public Hearing regarding Vernon's conformance with the criteria in the Congestion Management Program as established by the Los Angeles County Metropolitan Transportation Authority. The purpose of the hearing is to obtain testimony from affected and/or interested persons regarding this subject. The public is also invited to submit written comments regarding the request prior to the Hearing. Review of the file: The documentation supporting the conclusion that Vernon is in conformance with the Congestion Management Program is available in the office of Community Services, Vernon City Hall,4305 Santa Fe Avenue,Vernon, CA 90058, between the hours of 7:15 a.m. and 5:15 p.m. Monday through Thursday. If you challenge the approval of Vernon's self certification or any provision thereof in court, you may be limited to raising only those issues you or someone else raised at the hearing described in this notice or in written correspondence delivered to the City of Vernon at, or prior to,the meeting. The hearing may be continued or adjourned or cancelled and rescheduled to a stated time and place without further notice of a public hearing. Dated: An cia" De uty City Jerk i RECEIVED JUL 2 9 2014 RECEIVED CITY ADMINISTRATION JUL 3 0 2014 r` er,xo�•s CITY CLERK'S OFFICE STAFF REPORT PUBLIC WORKS, WATER & DEVELOPMENT SERVICES DEPARTM PNT DATE: August 5,2014 TO: Honorable Mayor and City Council PREPARED BY: Sergio Canales,Assistant Planner APPROVED BY: Samuel Kevin Wilson,Director of Public Works, Water & Development RE: Resolution to Self-Certify 2014 Congestion Management Program (CMP) Local Development Report in Accordance With Government Code § 65089 RECOMMENDATION It is recommended that the City Council conduct a public hearing and thereafter: 1) Find that approval of the 2014 CMP Local Development Report is statutorily exempt under the California Environmental Quality Act(CEQA) in accordance with CEQA Guidelines Section 15276, which expressly exempts the preparation and adoption of a congestion management program and categorically exempt pursuant to CEQA Guidelines section 15061(b)(3)because there is no possibility that approving the report may have a significant effect on the environment; and 2) Adopt a resolution self-certifying the City's compliance with the Congestion Management Program requirements and adopt the 2014 CMP Local Development Report in accordance with California Government Code Section 65089. BACKGROUND In 1989, the Legislature noted increasing concern that urban congestion was impacting the economic vitality of the state and diminishing the quality of life in many communities. The Legislature also noted that the planning process was not well suited to address the congestion relief. As a new approach to address congestion concerns, the Legislature implemented a series of rules, centered on a Congestion Management Program (CMP). The requirements of the CMP became effective with the passage of Proposition I I I by the voters in June 1990. The Los Angeles County Metropolitan Transportation Authority (MTA) is the state-mandated Congestion Management Agency for Los Angeles County. In 1992, MTA adopted the first CMP for Los Angeles County. Since then, MTA has updated and adopted several CMPs with its most recent adoption in 2010. The CMP was created to address regional congestion problems in Los Angeles County through linkage and coordination of land use, transportation, and air quality decisions. To continue receiving Section 2105 state gas tax funds, and to remain eligible for other state and federal transportation funds, Vernon must comply with the CMP requirements. The City must hold a public hearing and thereafter adopt a resolution approving the CMP Local Development Report. The CMP Local Development Report outlines all new development and demolition activity in the City from June 1, 2013 to May 31, 2014. From these reports the MTA will be able to determine the growth of building area of residential, commercial and industrial space in the Los Angeles Basin. Attached for the City Council's consideration is a resolution authorizing the submittal of the CMP Local Development Report and self-certifying compliance with the CMP, in accordance with California Government Code Section 65089. CEQA ANALYSIS Reporting on, and establishing compliance with, a Local CMP is not subject to the California Environmental Quality Act(CEQA). According to the CEQA Guidelines, Section 15276, CEQA does not apply to the development or adoption of regional transportation improvement programs. Therefore, the project is statutorily exempt from CEQA review. It is also exempt from CEQA pursuant to CEQA Guidelines section 15061(b)(3) because there is no possibility that approving the report may have a significant effect on the environment. FISCAL IMPACT Approving this action does not directly impact the city's finances. If, however the City fails to provide a report in compliance with the CMP, state gas taxes and/or other transportation funds could be withheld. Attachments: 2014 CMP Local Development Report Notice of Public Hearing Confirmation/Proof of Publication -2- RESOLUTION NO . A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF VERNON FINDING THE CITY OF VERNON TO BE IN CONFORMANCE WITH THE CONGESTION MANAGEMENT PROGRAM (CMP) AND ADOPTING THE CMP LOCAL DEVELOPMENT REPORT, IN ACCORDANCE WITH CALIFORNIA GOVERNMENT CODE SECTION 65089 WHEREAS, California Government Code Section 65089 requires the Los Angeles County Metropolitan Transportation Authority ("LACMTA") , acting as the Congestion Management Agency for Los Angeles County, to annually determine that the County and cities within the County are conforming to all Congestion Management Program ("CMP") requirements; and WHEREAS, LACMTA requires submittal of the CMP Local Development Report by September 1 of each year; and WHEREAS, the City Council of the City of Vernon held a noticed public hearing on August 5, 2014, at which time all interested persons were given a opportunity to be heard; and WHEREAS, the City Council has heard and considered all evidence, both written and oral, presented respecting Vernon' s conformance with the criteria in the CMP as established by the LACMTA. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF VERNON AS FOLLOWS : SECTION 1: The City Council of the City of Vernon hereby finds and determines that the above recitals are true and correct . SECTION 2 : The City Council of the City of Vernon hereby finds that approval of the 2014 CMP Local Development Report is statutorily exempt under the California Environmental Quality Act (CEQA) in accordance with CEQA Guidelines Section 15276, which expressly exempts the preparation and adoption of a congestion management program and categorically exempt pursuant to CEQA Guidelines section 15061 (b) (3) because there is no possibility that approving the report may have a significant effect on the environment . SECTION 3 : The City Council of the City of Vernon finds and determines that the City of Vernon has taken all of the following actions, and that the City is in conformance with all applicable requirements of the 2010 CMP adopted by the LACMTA Board on October 28, 2010 . A. The City of Vernon has locally adopted and continues to implement a transportation demand management ordinance, consistent with the minimum requirements identified in the CMP Transportation Demand Management chapter. B. The City of Vernon has locally adopted and continues to implement a land use analysis program, consistent with the minimum requirements identified in the CMP Land Use Analysis Program chapter. SECTION 4 : The City Council of the City of Vernon hereby adopts the Local Development Report ("LDR") , attached hereto as Exhibit A and incorporated by reference, and finds that it is consistent with the requirements identified in the 2010 CMP. This report balances traffic congestion impacts due to growth within the City with transportation improvements, and demonstrates that the City is meeting its responsibilities under the Countywide Deficiency Plan consistent with the LACMTA Board adopted 2003 Short Range Transportation Plan. SECTION 5 : The City Council of the City of Vernon hereby directs the City Clerk, or the City Clerk' s designee, to forward a certified copy of this Resolution with the attached LDR to: - 2 - Attn: Stacy Alameida, Transportation Planning Manager Los Angeles County Metropolitan Transportation Authority Congestion Management Program, Mail Stop 99-23-2 1 Gateway Plaza Los Angeles, CA 90012-2952 SECTION 6: The City Clerk, or Deputy City Clerk of the City of Vernon shall certify to the passage, approval and adoption of this resolution, and the City Clerk, or Deputy City Clerk, of the City of Vernon shall cause this resolution and the City Clerk' s, or Deputy City Clerk' s, certification to be entered in the File of Resolutions of the Council of this City. APPROVED AND ADOPTED this 5th day of August, 2014 Name: Title: Mayor / Mayor Pro-Tem ATTEST: City Clerk / Deputy City Clerk APPROVED AS TO FORM Scott E. Porter, Deputy City Attorney - 3 - STATE OF CALIFORNIA ss COUNTY OF LOS ANGELES ) I, City Clerk / Deputy City Clerk of the City of Vernon, do hereby certify that the foregoing Resolution, being Resolution No. , was duly passed, approved and adopted by the City Council of the City of Vernon at a regular meeting of the City Council duly held on Tuesday, August 5, 2014, and thereafter was duly signed by the Mayor or Mayor Pro-Tem of the City of Vernon. Executed this day of August, 2014, at Vernon, California. City Clerk / Deputy City Clerk (SEAL) - 4 - EXHIBIT A S , CITY OF VERNON Date Prepared: July 29, 2014 2014 CMP Local Development Report Reporting Period: JUNE 1, 2013 - MAY 31, 2014 Contact: Sergio Canales Phone Number: (323) 583-8811 CONGESTION MANAGEMENT PROGRAM FOR LOS ANGELES COUNTY 2014 DEFICIENCY PLAN SUMMARY * IMPORTANT: All"#valuel"cells on this page are automatically calculated. Please do not enter data in these cells. DEVELOPMENT TOTALS RESIDENTIAL DEVELOPMENT ACTIVITY Dwellinp Units Single Family Residential 0.00 Multi-Family Residential 0.00 Group Quarters 0.00 COMMERCIAL DEVELOPMENT ACTIVITY 1,000 Net S .Ft.2 Commercial (less than 300,000 sq.ft.) 0,00 Commercial (300,000 sq.ft. or more) 0.00 Freestanding Eating & Drinking 0.00 NON-RETAIL DEVELOPMENT ACTIVITY 1,000 Net .Ft.' Lodging 0.00 Industrial 149.38 Office(less than 50,000 sq.ft.) 0.00 Office(50,000-299,999 sq.ft.) 0.00 Office(300,000 sq.ft. or more) 0.00 Medical 0.00 Government 0.00 I nstitutional/Educational 0.00 University (#of students) F 0.00 OTHER DEVELOPMENT ACTIVITY Daily Trips ENTER IF APPLICABLE 0.00 ENTER IF APPLICABLE 0.00 EXEMPTED DEVELOPMENT TOTALS Exempted Dwelling Units 45 Exempted Non-residential sq. ft. (in 1,000s) 0 Page 1 2 Net square feet is the difference between new development and adjustments entered on pages 2 and 3. CITY OF VERNON Date Prepared: July 29, 2014 2014 CMP Local Development Report Reporting Period: JUNE 1, 2013 - MAY 31, 2014 Enter data for all cells labeled "Enter." If there are no data for that category, enter"0." ■ a - ACTIVITY RESIDENTIAL DEVELOPMENT ACTIVITY Category Dwelling _Units_ Single Family Residential 0.00 Multi-Family Residential 0.00 Group Quarters 0.00 COMMERCIAL DEVELOPMENT ACTIVITY Category 1,000 Gross Square Feet Commercial (less than 300,000 sq.ft.) 0.00 Commercial (300,000 sq.ft. or more) 0.00 Freestanding Eating & Drinking 0.00 NON-RETAIL DEVELOPMENT ACTIVITY Category 1,000 Gross Square Feet Lodging 0.00 Industrial 513.50 Office (less than 50,000 sq.ft.) 0.00 Office(50,000-299,999 sq.ft.) 0.00 Office(300,000 sq.ft or more) 0.00 Medical 0.00 Government 0.00 Institutional/Educational 0.00 University (#of students) 0.00 OTHER DEVELOPMENT ACTIVITY Description Daily Trips (Attach additional sheets if necessary) Enter"0" if none ENTER IF APPLICABLE 0.00 ENTER IF APPLICABLE 0.00 Page 2 CITY OF VERNON Date Prepared: July 29, 2014 2014 CMP Local Development Report Reporting Period: JUNE 1, 2013 - MAY 31, 2014 Enter data for all cells labeled "Enter." If there are no data for that category, enter"0." PART DEVELOPMENT ADJUSTMENTS IMPORTANT: Adjustments may be claimed only for 1) development permits that were both issued and revoked, expired or withdrawn during the reporting period, and 2) demolition of any structure with the reporting period. RESIDENTIAL DEVELOPMENT ADJUSTMENTS Category Dwelling Units Sinqle Family Residential 0.00 Multi-Familv Residential _ _ 0.00 Group Quarters 0.00 COMMERCIAL DEVELOPMENT ACTIVITY Category 1,000 Gross Square Feet Commercial (less than 300,000 sq.ft.) 0.00 Commercial (300,000 sq.ft. or more) 0.00 Freestanding Eating & Drinking 0.00 NON-RETAIL DEVELOPMENT ACTIVITY Category 1,000 Gross Square Feet Lodging_ 0.00 Industrial 364.12 Office (less than 50,000 sq.ft.) 0.00 Office(50,000-299,999 sq.ft.) 0.00 Office(300,000 sq.ft. or more) 0.00 Medical 0.00 Government 0.00 institutional/Educational 0.00 University #of students 0.00 OTHER DEVELOPMENT ACTIVITY Description Daily Trips Attach additional sheets if necessary) Enter"0" if none ENTER IF APPLICABLE 0.00 ENTER IF APPLICABLE 0.00 Page 3 CITY OF VERNON Date Prepared: July 29, 2014 2014 CMP Local Development Report Reporting Period: JUNE 1. 2013 - MAY 31. 2014 Eater data for all cells labeled "Enter." If there are no data for that category, enter"0." 'A EXEMPTED DEVELOPMENT ACTIVITY (N OT INCLUDED IN NEW DEVELOPMENT ACTIVITY TOTALS} LowNery Low Income Housing 4§ Dwelling Units High Density Residential 0 Dwelling Units Near Rail Stations Mixed Use Developments 0 1,000 Gross Square Feet Near Rail Stations 0 Dwelling Units Development Agreements Entered 0 1,000 Gross Square Feet into Prior to July 10, 1989 01Dwelling Units Reconstruction of Buildings 0 1,000 Gross Square Feet Damaged due to"calamity" 0 Dwelling Units Reconstruction of Buildings 0 1,000 Gross Square Feet Damaged in Jan. 1994 Earthquake 0 Dwelling Units Total Dwelling Units 45 Total Non-residential sq. ft. (in 1,000s) 0 Page 4 Exempted Development Definitions: 1. LowNery Low Income Housing:As defined by the California Department of Housing and Community Development as follows: - Low-Income: equal to or less than 80%of the County median income,with adjustments for family size. -Very Low-Income: equal to or less than 50% of the County median income,with adjustments for family size. 2. High Density Residential Near Rail Stations: Development located within 114 mile of a fixed rail passenger station and that is equal to or greater than 120 percent of the maximum residential density allowed under the local general plan and zoning ordinance. A project providing a minimum of 75 dwelling units per acre is automatically considered high density. 3. Mixed Uses Near Rail Stations: Mixed-use development located within 114 mile of a fixed rail passenger station, if more than half of the land area, or floor area, of the mixed use development is used for high density residential housing. 4. Development Agreements: Projects that entered into a development agreement(as specified under Section 65864 of the California Government Code)with a local jurisdiction prior to July 10, 1989. 5. Reconstruction or replacement of any residential or non-residential structure which is damaged or destroyed, to the extent of>or=to 50%of its reasonable value, by fire,flood, earthquake or other similar calamity. 6. Any project of a federal, state or county agency that is exempt from local jurisdiction zoning regulations and where the local jurisdiction is precluded from exercising any approval/disapproval authority. These locally precluded projects do not have to be reported in the LDR. R 0 Jul 1*2014 x at&t CITY CLERK'S OFFlCE July 10, 2014 City of Vernon/City Clerk 4305 Santa Fe Av Vernon, CA 90055 RE: Our Case-File PACB-CS201401-OH-0099 Date of Loss 01/20/2014 Location: Front of 1800 E Slauson Av, Los Angeles Billed Amount to be determined Dear Sir: AT&T sustained damages at the address listed and we are still calculating our demand. We will send you our demand as soon as the repairs are complete. Sincer y, -e a,vc. I IN Diane Mancini Manager Risk Management Services 805-641-3107 CLAIM FOR DAMAGES RESERVE FOR FILING STAMP TO PERSON OR PROPERTY CLAIM INSTRUCTIONS 1, Claims for death,injury to person or to personal property must be filed not later than 6 months after the occurrence. (Gov. Code Sec. 911.2) 2, Claims for damages to real property must be filed not later than 1 year after the oc curence. (Gov_ Code Sec. 911.2) 3, Read entire claim before filing. 4. See page 2 for diagram upon which to locate place of accident. 5. This claim form must be signed can page 2 at bottom. 6. Attach separate sheets, it necessary, to give full details. SIGN EACH SHEET. T. Claim must be filet!with City Clerk (Gov. Code Sec. 915a) To: CITY OF VERNON CITY COUNCIL Name of Claimant �_ . l _ j {�1 CCr ��'�1 1 � ` � 1 k��, N\G C.�fl Age of Claimant(it natural person .._, _ Home Address of Claimant _ City and State Home Telephone Number Business ress of Claimant City and State Business Telephone Number -�-n� —��.. `1.�j i cam. �' (may I -3►� --� Give address to which you deslre nr;tices or communications to be sent regarding this claim: S A t-K C=' How did DAMAGE or INJURY occ r? Give full particulars. When did DAMAGE or INJURY occur? Give full particulars, date,time of day: 1 /z0 / 2-0I Where did DAMAGE or INJURY occur? Describe fully,and locate on diagram on reverse side of this sheet,where approximate, give street names and address and measurements from landmarks: SOO �. t�vs v, AV , LDS Go5 What particular ACT or OMISSION do you claim caused the injury or-damage?Give names of City employees causing the injury or damage, if known: 1-7 What DAMAGE or INJURIES do you claim resulted? Give full extent of Injuries or damages claimed: What AMOUNT do you claim of each item of injury or damage as of date of presentation of this claim,giving basis of computation: Give ESTIMATED AM(?UN7 as far as known you claim on account of each item of prospective injury or damage,giving basis of computation -Vu u e-, insurance payments received,if any, aad name at InsuranCe Company: Expenditures made on account of accident or injury_(Date- Item) (Amount) Name and address of Witnesses, Doctors and Hospitals: READ CAREFULLY For all accident claims place on following diagram names of streets, including North, East.South, and West;indicate place of accident by"X"and by showing house numbers or distances to street corners. If City Vehicle was involved,designate by letter"A"location of City vehicle when you first saw it,and by"S"location of yourself or your vehicle when you first saw City vehicle; location of City vehicle at time of accident by"A-1"and location of yourself or your vehicle at the time of accident by"B-1" and the point of impact by"X." NOTE: If diagrams do not fit the situation, attach hereto a proper diagram signed by claimant. FOR AUTOMOBILE ACCIDENTS FOR OTHER ACCIDENTS SIDEWALK - ...�__ CURB CURB-j PARKWAY _ SIDEWALK Signature of Claimant or person flung on his behalf, giving Typed Name: Date: relationshi Claimant: --� �x - N(4'f E: Alt claimants may be required to be examined as to their claim under oath. Presentation of a false claim is a felony. CLAIMS MUST BE FILED WITH CITY CLERK (GOV. CODE SEC. 915a)- MINUTES OF THE SPECIAL AND REGULAR CITY COUNCIL MEETING OF THE CITY OF VERNON HELD TUESDAY, JUNE 17, 2014, IN THE COUNCIL CHAMBER OF THE CITY HALL LOCATED AT 4305 SANTA FE AVENUE, VERNON, CALIFORNIA MEMBERS PRESENT : McCormick, Davis, Maisano, Ybarra, and Martinez MEMBERS ABSENT : None SPECIAL MEETING The Special meeting of the City Council was called to order at 7 : 30 a.m. by Mayor McCormick. PUBLIC COMMENT Mayor McCormick announced that this was the time allotted for public comment on the Special meeting portion of the Agenda, the Closed Session and Budget Study Session only, and inquired whether anyone in the audience wished to address the City Council . No one responded. CLOSED SESSION Mayor McCormick asked whether any member of the public wished to address the Council on the closed session agenda. Nobody wished to address the Council . At 7 : 30 a.m. , it was moved by Davis and seconded by Maisano to go into closed session to discuss the items listed under closed session. Motion carried, 5-0 . 1 . CONFERENCE WITH LEGAL COUNSEL — ANTICIPATED LITIGATION Initiation of litigation pursuant to Gov' t Code Section 54956 . 9 (d) (4) : 1 potential case . 2 . CITY COUNCIL CONFERENCE WITH LABOR NEGOTIATORS Government Code Section 54957 . 6 Agency Designated Representatives : Mark Whitworth, Teresa McAllister, and Paul Coble Employee Organizations : Vernon Police Officers' Benefit Association, Vernon Firemen' s Association, Vernon Fire Management Association, Teamsters Local 911, and International Brotherhood of Electric Workers Local 47 . At 7 : 54 a.m. , the City Council exited closed session. Mayor McCormick announced that the closed sessions will continue after the regular City Council meeting. BUDGET STUDY SESSION 1 . Review of proposed budgets for fiscal year 2014-2015 for the following departments : • City Council • City Administration Special and Regular City Council Meeting Minutes June 17, 2014 • Human Resources • City Housing • Successor Agency Economic Development Manager/ Successor Agency Staff Alex Kung conducted the public budget study session and review of the City Council and City Administration budget proposals . He noted that this also includes the Industrial Development and CommUNITY Fund expenses . Kung reported that the budgets remain stable . Kung reported on the request for an Executive Assistant to the City Administrator as the department currently shares a Secretary with the Fire Department . He reported on various accomplishments, including the groundbreakings of the Vernon Village Park Apartments, and the artificial turf soccer field at Salt Lake Park. The City also assisted the City of Huntington Park with obtaining grant funds for park lighting. The City continues to improve its relations with local and state agencies . Future goals include the formation of the CommUNITY Fund Grant Committee and Vernon Business and Industry Commission. In response to Independent Reform Monitor John Van De Kamp, Kung explained the funds that are still available for the CommUNITY Grant Fund. Director of Human Resources Teresa McAllister conducted the public budget study session and review of the proposed budget for the Human Resources Department . McAllister reported on the increase in the proposed budget which is primarily due to the increase in salary expenses and the request for a new part-time position to be filled mid-year. McAllister highlighted the department' s accomplishments . The Department intends to continue to implement professional development training and is coordinating an employee appreciation day in order to increase morale . There were no questions of staff from Council on the proposed budget . Finance Director William Fox conducted the public budget study session and review of the proposed budget for the City Housing Department . Fox explained that the City has resumed the responsibility of property management for the City owned housing units . The Finance Department has a part-time Housing Coordinator for the administration portion of the housing stock as well as routine maintenance services . The Public Works, Water and Development Services Department will additionally have a part-time Maintenance Worker to assist with repairs . Proposed expenses for the Housing Department increased; however, Fox explained that this is to capture costs associate with legal and professional services not previously budgeted in this department . Fox reported that all units are currently leased; capital improvement plans are proposed to be funded by rent revenue . Fox reported on his intent to review current policies for completeness and conformance with best practices . He will be providing regular updates on the housing stock to the Vernon Housing Commission. There were no questions of staff from Council on the proposed. Economic Development Manager/ Successor Agency Staff Alex Kung reported that the proposed Successor Agency to the Redevelopment Page 2 of 26 Special and Regular City Council Meeting Minutes June 17, 2014 Agency ("Successor Agency") budget only contains bond payments . The Oversight Board to the Successor Agency is progressing in the winding down of affairs with the sale of the Angelus Can property. The Austin Trucking property remains . Staff will continue to review different avenues in its efforts to unwind the affairs of the Successor Agency. With no further discussion, at 8 : 49 a.m. , the Special Meeting of the City Council was adjourned. ................................................0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 REGULAR MEETING The Regular meeting of the City Council was called to order at 9 : 00 a.m. by Mayor McCormick; Councilmember Maisano led the flag salute . CHANGES TO THE AGENDA Mayor McCormick announced that there are no changes to the agenda. PUBLIC COMMENT Mayor McCormick announced that this was the time allotted for public comment, and inquired whether anyone in the audience wished to address the City Council . No one responded. PRESENTATIONS 1 . Personnel Matters - Service Pin Awards Director of Human Resources Teresa McAllister reported on Police Officer Miguel Hernandez' years of service . Mayor McCormick presented Hernandez with the service pin. PUBLIC HEARINGS 1 . Public hearing to consider the rate adjustment of the Public Safety Special Parcel Tax for fiscal year 2014-2015 pursuant to Section 5 . 46 (d) (2) of the Vernon Municipal Code. Resolution No. 2014-28 - A Resolution of the City Council of the City of Vernon determining the public safety special parcel tax for fiscal year 2014-2015 . Recommendation: (1) Find that adoption of the proposed resolution is not a "project" pursuant to section 15378 (b) (4) of the Guidelines to the California Environmental Quality Act ("CEQA") because it relates to a governmental funding mechanism that does not involve any commitment to any specific project; and even if adoption of the resolution were a project, it would be exempt from CEQA in accordance with Section 15061 (b) (3) , the general rule that CEQA only applies to projects that may have an effect on the environment; and (2) Adopt a resolution setting the Public Safety Special Parcel Tax for fiscal year 2014-2015 at $ . 0303 per square foot of taxable parcel area and submitting the Page 3 of 26 Special and Regular City Council Meeting Minutes June 17, 2014 public safety special parcel tax list to the Los Angeles County Auditor Controller' s Office . Councilmember Ybarra announced that although he has no legal obligation to recuse himself from the deliberation, because he has personal interests that are affected by the recommendation, he has elected to recuse himself. Ybarra exited the Council Chambers . At 9 : 05 a.m. , Mayor McCormick opened the public hearing for consideration of the public safety special parcel tax rate adjustment . Director of Public Works, Water and Development Services Kevin Wilson reported on the public safety special parcel tax. He explained that the tax can be adjusted based on the consumer price index. He advised that the current rate is $0 . 03 per square foot of taxable parcel area and that the calculated maximum the City could charge is $ . 0303 . Staff is proposing to adopt the maximum rate . Mayor McCormick opened for public comment . There was no public comment . With no further comments or questions of staff, at 9 : 06 a.m. the public hearing was closed. It was moved by Davis and seconded by Martinez to approve Resolution No . 2014-28 . Motion carried, 4-0-1, with Ybarra recused from this item. Councilmember Ybarra reentered the meeting. 2 . Public hearing to consider GeoGreen Biofuels, Inc. ' s request for an amendment to the existing conditional use permit to allow the installation of additional processing equipment and storage tanks . Resolution No. 2014-29 - A Resolution of the City Council of the City of Vernon approving a modification of conditional use permits formerly approved by Resolution No. 9195 and 9614 for GeoGreen Biofuels, Inc. , formerly known as Green Star Biofuels, LLC, dba GeoGreen Biofuels, located at 6011 and 6017 Malburg Way. Recommendation: (1) Find that approval of the proposed Conditional Use Permit ("CUP") amendment is categorically exempt under the California Environmental Quality Act ("CEQA") in accordance with California Code of Regulations Title 14, Chapter 3, Class 1, Section 15301 because no physical changes other than interior improvements will occur and no significant impacts to the environment will occur as a result of the issuance of the CUP amendment; and (2) Adopt a resolution approving a modification to conditional use permits that were approved by Resolution No . 9195 and 9614 to allow GeoGreen Biofuels, Inc. (GeoGreen) to operate an existing recycling facility, subject to the conditions of approval for the property located at 6011 & 6017 Malburg Way. Page 4 of 26 Special and Regular City Council Meeting Minutes June 17, 2014 At 9 : 06 a.m. , Mayor McCormick opened the public hearing to consider the request for a conditional use permit for GeoGreen Biofuels, Inc. Director of Public Works, Water and Development Services Kevin Wilson reported on GeoGreen Biofuels, Inc. He explained that the purpose for the conditional use permit is to allow the installation of additional equipment . Wilson noted that the proposed installation would result in a safer and more environmentally friendly operation. The operation is considered to be a recycling facility for purposes of the municipal code . Wilson reported on the findings and conditions for approval . Mayor Pro Tem Davis inquired whether any written public comment had been received regarding the proposed. Wilson confirmed that none had been received. Mayor McCormick opened for public comment, there was no response . At 9 : 18 a.m. the public hearing was closed. It was moved by Ybarra and seconded by Maisano to approve Resolution No . 2014-29 . Motion carried, 5-0 . 3 . Public hearing to consider Jia Hui Resources, LLC' s request for a conditional use permit to operate an indoor recycling facility. A Resolution of the City Council of the City of Vernon approving a conditional use permit for Jia Hui Resources, LLC to operate a recycling facility located at 4726 Everett Court. Recommendation: (1) Adopt a resolution that, among other things : (a) approves a conditional use permit to allow a recycling facility to be operated at 4726 Everett Court, subject to conditions of approval; and (b) adopts a Negative Declaration finding that the project will not have a significant impact on the environment within the meaning of the California Environmental Quality Act. At 9 : 19 a.m. the public hearing to consider the request for a conditional use permit for Jia Hui Resources, LLC ("Jia Hui") was opened. Director of Public Works, Water and Development Services Kevin Wilson described the operation at Jia Hui, and explained that it will be receiving used carpet and shaving off the fibers for further processing. The proposed operation is considered a recycling facility for purposes of the municipal code and requires a conditional use permit . Wilson reported on the property location. He advised that as part of the recommendation, staff is recommending the adoption of the Negative Declaration in compliance with the California Environmental Quality Act . Wilson further reported on the conditions of approval . Wilson advised that one email was received as part of public comment, and reported on the questions, concerns, and the City' s Page 5 of 26 Special and Regular City Council Meeting Minutes June 17, 2014 response . He noted that staff responded to the concerns via email . Mayor Pro Tem Davis inquired on the power use for the operation. In response, Wilson explained that the power use will remain similar to that of the previous operation. A power load increase is not anticipated. Mayor McCormick inquired whether there was anyone in the audience that wished to comment on the proposed. Caleb Morse, CFO at Meridith Bear Home, the neighboring operation, expressed his concerns over the release of asbestos and mold through the proposed operation. Additionally, he stated that the proposed conditional use permit does not address odor concerns . The facilities are positioned closely together; there is little buffer, and Morse is concerned about the noise level . In response, Wilson explained that the City' s zoning ordinance contains noise requirements . The occupant would have to meet said requirements . However, until the operation is up and running, it is difficult to determine whether the noise level is a concern. Wilson further explained that if there is a noise complaint, the City will investigate and enforce the requirements if necessary. Wilson advised that the concerns over asbestos and mold are genuine concerns . For this reason, he is requesting that the hearing be continued to allow staff time to review the concerns . Morse inquired on the timeline . In response, Wilson requested that the hearing be continued to the July 1, 2014, City Council meeting. Myung Chung, the Architect for the proposed Jia Hui project, explained that the report submitted to staff addresses hazardous material concerns . He further advised that no hazardous material is to be used or stored on site . Chung is unaware of a potential noise exceedance, but as Wilson noted, when the operation is running, if there is an exceedance, then the operation would be required to comply. He reported that the operation will have three machines and that there is no issue with the power supply. The operation is minimal compared to the size of the property. Chung requested that the matter not be continued as the report already addresses the hazardous material concerns . He requested the City Council approve the Conditional Use Permit today. Wilson advised that if the operation is only processing new carpet, then he will support the approval of the proposed. However, if used carpet is being processed, then he requests that the matter be postponed to the July 1, 2014, meeting to allow for further review by staff. Derek deVre of Voit Real Estate Services expressed his concerns with potential hazardous material that could arise from the operation. Page 6 of 26 Special and Regular City Council Meeting Minutes June 17, 2014 With no further public comments or questions of staff, the public comment portion of the public hearing was closed at 9 : 40 a.m. It was moved by Davis and seconded by Maisano to continue the public hearing on the conditional use permit to the July 1, 2014, City Council meeting. Motion carried, 5-0 . 4 . Public hearing to consider the adoption of the General Fee Schedule for Services Provided by the City. A Resolution of the City Council of the City of Vernon approving and adopting a General Fee Schedule. Recommendation: (1) Adopt the resolution for the General Fee Schedule for the Fiscal Year 2014-15 . The implementation of the General Fee Schedule as recommended by the independent consulting firm, Capital Accounting Partners, follows best practices by maintaining fiscal responsibility and stability through a better matching of services costs with fees being charged. The resolution, among other things, finds that the approval of the resolution is not subject to the California Environmental Quality Act ("CEQA") pursuant to Guidelines section 15273, and that even if it were, it would be exempt pursuant to section 15061 (b) (3) , the general rule that CEQA only applies to projects that may have an effect on the environment . At 9 : 41 a.m. , Mayor McCormick opened the public hearing to consider the adoption of the general fee schedule for services provided by the City. Finance Director William Fox reported on the process and the selection of Capital Accounting Partners, LLC to conduct the initial study and review of services provided by the City. He advised that the purpose was to identify whether the City was undercharging, overcharging, or charging at all for the various services it provided. The study found that the City was subsidizing approximately $2 . 3 million of the cost for services . The proposed would increase the service fees; however, Fox noted that the full costs are not being proposed across the board. He explained that the City is not trying to make a profit, but rather recoup its cost for some of its services . The proposed schedule would recover 650 of the city' s costs . This will allow the City to be competitive with other cities . Fox advised that this is good practice and recommends approval . Deputy City Attorney Scott Porter advised that the proposal is also meant to deter certain behavior. He explained, for example, the fee associated with the response to false alarms after the 3rd alarm. The Mayor inquired whether anyone in the audience wished to speak on the matter. Marisa Olguin, President of the Vernon Chamber of Commerce, recognized the City' s work and transparency. Olguin expressed her concerns that there has not been a conversation with the business community on the proposal . She stated that the Chamber Page 7 of 26 Special and Regular City Council Meeting Minutes June 17, 2014 cannot endorse or support the proposed as there has been insufficient time to review the proposal . She understands the study was needed; however, Vernon should try to remain business friendly. Peter Corselli of U. S . Growers Cold Storage stated that the business community was not given sufficient notice of the proposal . He noted that last year the business license fee increased five-fold. The proposal is an additional burden to the businesses, and does not follow the business friendly environment Vernon was previously known for. Independent Reform Monitor John Van de Kamp opined that Olguin and Corselli have a justifiable critique, as the business community may not have had sufficient time to review the proposal . Van de Kamp explained that the fees are not applicable to the broad community but rather are associated with the actual user. Van de Kamp recommended postponing the matter to the July 1, 2014, City Council meeting; or, alternatively, approving the general fee schedule contingent on the business community' s comments and review. With no further comments, it was moved by Davis to continue the public hearing to the July 1, 2014, City Council meeting. It was seconded by Maisano . Motion carried, 5-0 . 5. Public hearing to consider the approval of adjustments to retail electric rates . Resolution No. 2014-30 - A Resolution of the City Council of the City of Vernon adopting Electric Rate Schedules Nos . CS, D, GS-1, GS-2, LS-1, LS-2, OL-1, PA-1, PA-2, PA- TOU, TC-1, TOU GS-1, TOU GS-2, TOU PA-1, TOU-D, TOU-G, TOU-I and TOU-V. Recommendation: (1) Find that this action is not subject to the California Environmental Quality Act ("CEQA") , in accordance with CEQA Guidelines section 15273, because CEQA does not apply to "rates, tolls, fares, and other charges by public entities"; and that even if it were subject to CEQA, it would be exempt pursuant to section 15061 (b) (3) , the general rule that CEQA only applies to projects that may have an effect on the environment; and (2) Approve a resolution, which, among other things, adopts rate schedules which include a 5% rate adjustment for electric customers effective July 1, 2014 . At 9 : 55 a.m. , Mayor McCormick opened the public hearing to consider the approval of adjustments to the electric rates . Director of Gas and Electric Carlos Fandino presented on the electrical rates and the use of Crossborder to conduct the study and make recommendations on electrical rate increases . Fandino reported on the Advisory Committee on Electric meeting. He and Finance Director William Fox conducted their presentation on proposed rate adjustment for fiscal year 2015 as presented Page 8 of 26 Special and Regular City Council Meeting Minutes June 17, 2014 during the Advisory Committee on Electric Rates meeting held May 7, 2014 . Mayor McCormick inquired whether anyone in the audience wished to speak on the proposed rate adjustments . No one responded. With no further comments, at 10 : 29 a.m. the public hearing was closed. It was moved by Davis and seconded by Martinez to approve Resolution No . 2014-30 . Motion carried, 5-0 . 6. Public hearing to consider the adoption of the Gann Governmental Appropriation Limit. Resolution No. 2014-31 - A Resolution of the City Council of the City of Vernon adopting an appropriation limit for the 2014-2015 fiscal year, pursuant to Government Code Section 7910 . Recommendation: (1) Find that adoption of the proposed Fiscal Year 2014- 2015 Appropriation Limit is exempt under the California Environmental Quality Act ("CEQA") in accordance with Section 15061 (b) (3) , the general rule that CEQA only applies to projects that may have an effect on the environment; and (2) Establish the City' s Appropriation Limit for the Fiscal Year 2014-2015 in the amount of $988, 993, 313 based on the percentage growth in the State Per Capita Personal Income and County Population. At 10 : 30 a.m. , the public hearing to consider the adoption of an appropriation limit for fiscal year 2014-2015 was opened by Mayor McCormick. Finance Director William Fox advised that the adoption of an appropriation limit is required by the state . Fox reported on the establishment of the Gann Limit . He explained that it is the cap on spending limits for municipal government . Fox reported that the City is required conduct calculation under four methodologies; the City is under the limit for all four calculated limits . Mayor McCormick inquired whether anyone in the audience wished to comment on the proposal . There was no response . With no further comment, the public hearing closed at 10 : 32 a.m. It was moved by Ybarra and seconded by Maisano to approve Resolution No . 2014-31 . Motion carried, 5-0 . 7 . Public hearing to consider the approval of the proposed City-wide budget. Resolution No. 2014-32 - A Resolution of the City Council of the City of Vernon approving a budget for the fiscal year 2014-2015 . Recommendation: (1) Find that adoption of the proposed resolution is exempt from the California Environmental Quality Act ("CEQA") in accordance with Section 15061 (b) (3) , the Page 9 of 26 Special and Regular City Council Meeting Minutes June 17, 2014 general rule that CEQA only applies to projects that may have an effect on the environment; and (2) Adopt the resolution approving the citywide balanced budget for fiscal year 2014-2015, with estimated budgeted revenues of $343, 302, 500 and expenditures of $343, 302, 500 . At 10 : 32 a.m. , Mayor McCormick opened the public hearing to consider the approval of the proposed City-wide budget for fiscal year 2014-2015 . City Administrator Mark Whitworth advised that the proposed is a balanced budget with approximate 20 increase from the 2013-2014 fiscal year' s budget . It takes into account the consumer price index, the electric rate adjustment, a 75th percentile compensation for the workforce, expenses associated with the Vernon Gas and Electric Department and proposed new hires . Whitworth reported on the four budget study sessions conducted. Priorities for the proposed budget include supporting capital improvement projects . There has also been an increase in grant activity to acquire safety equipment . Whitworth reported on the formation of the CommUNITY Fund Grant Committee; appointments to said committee are scheduled for the July 1, 2014 Council meeting. Additionally, the City is proposing a new Business and Industry Commission to take place of the Advisory Committee for Business Development and the Advisory Committee for Electric Rates . Whitworth noted that the proposed budget incorporates the proposed general fee schedule . He advised that during each of the budget study sessions, the fee impact was presented. He warned that the labor components is still a moving target as there are still ongoing negotiations with some of the bargaining units . Finance Director William Fox further explained that place holders for anticipated costs for the labor component were used. If there is a significant difference after labor negotiations have concluded, then a budget amendment will be presented. Mayor McCormick inquired whether anyone in the audience wished to comment on the proposal . Marisa Olguin, President of the Vernon Chamber of Commerce, advised that the City has made a lot of progress, and taken on the recommendations of the business community and those of Independent Reform Monitor John Van de Kamp. Services have been streamlined; great steps have been taken in the right direction. However, Olguin noted that the proposed still incorporates a 20 increase . The business community would like to see a 20 reduction to the proposed budget to help offset the fees and rate increases passed onto the businesses . She encourage the City to look for other avenues to increase revenues . Olguin advised that things are escalating quickly, and the City is killing the hand that feeds it . Olguin urged the Council to work hard to protect the rates from further increases and to restructure finances . She urged for a decrease in City budgets . Page 10 of 26 Special and Regular City Council Meeting Minutes June 17, 2014 With no further comments, at 10 : 43 a.m. the public hearing closed. Mayor Pro Tem Davis commended staff for its work on the budget . Davis moved to approve Resolution No . 2014-32; it was seconded by Maisano . Motion carried, 5-0 . CONSENT CALENDAR It was moved by Davis and seconded by Martinez to approve the matters listed on the Consent Calendar as presented. Motion carried, 5-0 . Claims Against the City (to be received and filed) 1 . Claim for Damages received on June 9, 2014 from Jaime Andres Shuton in the amount of $1, 301 . 82 . Minutes 2 . Minutes of the Special and Regular City Council Meeting held May 20, 2014, to be received and filed. Warrant Registers 3 . Approval of City Payroll Warrant Register No . 696, totaling $3, 768, 019 . 18, which covers the period of May 1, through May 31, 2014, and consists of the following: a. Ratification of direct deposits, checks and taxes totaling $2, 815, 633 . 47; and b. Checks and electronic fund transfers totaling $952, 385 . 71 . 4 . Approval of City Warrant Register No . 1402, totaling $1, 143, 002 . 43, which covers the period of May 27, through June 9, 2014, and consists of the following: a. Ratification of wire transfers totaling $642, 068 . 66; and b. Ratification of the issuance of early checks totaling $192, 591 . 72; and c. Authorization to issue pending checks totaling $308, 342 . 05 . 5. Approval of Light & Power Warrant Register No. 367, totaling $1, 218, 059 . 43, which covers the period of May 27, through June 9, 2014, and consists of the following: a. Ratification of wire transfers totaling $1, 184, 072 . 19; and b. Ratification of the issuance of early checks totaling $22, 569 . 85; and c. Authorization to issue pending checks totaling $11, 417 . 39 . 6. Approval of Gas Warrant Register No . 155, totaling $2, 763, 791 . 09, which covers the period of May 27, through June 9, 2014, and consists of the following: a. Ratification of wire transfers totaling $2, 755, 238 . 47; and Page 11 of 26 Special and Regular City Council Meeting Minutes June 17, 2014 b. Ratification of the issuance of early checks totaling $6, 066 . 51; and c. Authorization to issue pending checks totaling $2, 486 . 11 . City Administration Department 7 . Report by City Administrator on Compliance With Vernon' s Conflict of Interest Code Requirement that Consultants Be Required to File Annual Statements of Economic Interests (Form 700) to be received and filed. 8 . Resolution No. 2014-33 - A Resolution of the City Council of the City of Vernon amending Exhibit A of Resolution No. 2013-57 regarding the compensation, costs and benefits of its employees ("Citywide Personnel and Salary Resolution") (Amendment No. 8) . Recommendation: (1) Find that approval of the proposed resolution is exempt under the California Environmental Quality Act ("CEQA") in accordance with Section 15061 (b) (3) , the general rule that CEQA only applies to projects that may have an effect on the environment; and (2) Contingent upon City Council adoption of the Fiscal Year 2014-2015 budget, adopt the resolution amending Exhibit A - Classification and Compensation Plan, of the Citywide Personnel and Salary resolution, to be effective July 1, 2014, to add the following new job classifications with the corresponding salary ranges : Executive Assistant to the City Administrator (C24 - $5, 492 - $6, 675 - Confidential Group) , Human Resources Assistant (C17 - $3, 903 - $4, 744 - Confidential Group) , Public Works Foreman (M26 - $6, 055 - $7, 360 - Management Group) , Facilities Maintenance Worker (2380 - $2, 609 - $3, 231 - Teamsters Miscellaneous Group) , and Utilities Compliance Analyst (G27 - $6, 358 - $7, 728 - Teamsters Miscellaneous Group) . 9 . Approval of the New Agreement with Reed & Davidson, LLP for Legal Consulting Services Regarding City-Owned Housing, Political Reform Act, Ralph M. Brown Act, Public Records Act, Elections and Related Matters; and Exemption from Competitive Selection Process . Recommendation: (1) Find that approval of the proposed agreement is exempt under the California Environmental Quality Act ("CEQA") in accordance with Section 15061 (b) (3) , the general rule that CEQA only applies to projects that may have an effect on the environment; and (2) Authorize the City Administrator to execute the Attorney Services Agreement with the law firm of Reed & Davidson, LLP for legal consulting services regarding City-owned housing, Political Reform Act, Ralph M. Brown, Public Records Act, Elections Code and other municipal election laws and regulation, and related matters, in substantially the same form as submitted, in an amount not to exceed $75, 000, for the term of May 24, 2014 through June 30, 2015 . (3) Grant an exemption from the competitive selection process, pursuant to Section 2 . 17 . 12 (b) (2) of the Page 12 of 26 Special and Regular City Council Meeting Minutes June 17, 2014 Vernon Municipal Code, based upon a determination that the best interests of the city are served by a direct award of the contract without a competitive selection process, for the reasons set forth in the staff report . Competitive bidding is not required for professional services contracts pursuant to Section 2 . 17 . 12 (a) (10) . 10 . Request for Approval of Amendment No. 1 to the Attorney Services Agreement by and between the City of Vernon and Law Offices of Jones & Mayer to provide personnel and labor law attorney services . Recommendation: (1) Find that approval of the proposed contract amendment is exempt under the California Environmental Quality Act ("CEQA") in accordance with Section 15061 (b) (3) , the general rule that CEQA only applies to projects that may have an effect on the environment; and (2) Authorize the City Administrator to execute Amendment No . 1 to the Attorney Services Agreement with the law firm of Jones & Mayer, in substantially the same form as submitted herewith, to provide personnel and labor law attorney services as needed. City Clerk Department 11 . Direction to Staff, Local Agencies, Boards, and Commissions regarding Conflict of Interest Code. Recommendation: (1) Find that the proposed directives do not constitute a "project" pursuant to section 15378 (b) (2) of the Guidelines to the California Environmental Quality Act ("CEQA") , because they constitute administrative activities; and even if the directives did constitute a project, it would be exempt from CEQA in accordance with Section 15061 (b) (3) , the general rule that CEQA only applies to projects that may have an effect on the environment; and (2) Direct each board, agency, committee, and commission affiliated with the City to review its Conflict of Interest Code, and to, by October 1, 2014, either (a) submit proposed revisions to the City Council, or (b) recommend that no revisions be made; and (3) Direct staff to compile all proposed conflict of interest codes into one Master Conflict of Interest Code to be presented for City Council consideration. Finance Department 12 . Approval of Property and Casualty Insurance Placements for Fiscal 2014-15 . Recommendation: (1) Find that allowing Aon Insurance Services, the City' s insurance broker, to obtain insurance coverage on behalf of the City is not a "project" within the meaning of the California Environmental Quality Act ("CEQA") and is exempt pursuant to Section 15061 (b) (3) , the general rule that CEQA only applies Page 13 of 26 Special and Regular City Council Meeting Minutes June 17, 2014 to projects that may have an effect on the environment . (2) Authorize the City Administrator to bind the City for the annual insurance coverage on or before the July 1, 2014 renewal date, provided the total annual premiums to be paid shall not exceed $1, 035, 703 . This renewal is for excess liability insurance, property, excess workers' compensation, crime, pollution liability, and environmental site liability coverage . Pursuant to Vernon Municipal Code § 2 . 17 . 10 (A) (8) , contracts for insurance are not subject to the city' s competitive bidding requirements . Fire Department 13. Activity Report for the period of May 16, through May 31, 2014, to be received and filed. Gas and Electric Department 14 . Approval of the Upstream Internet Access Services Contract Renewal with Level 3 Communications, LLC. Recommendation: (1) Find that approving the recommended contract amendment is exempt under the California Environmental Quality Act ("CEQA") in accordance with CEQA Guidelines Section 15061 (b) (3) , the general rule that CEQA only applies to projects that may have an effect of the environment; and (2) Authorize the City Administrator to execute a three year contract renewal with Level 3 Communications, LLC ("Level 3") "not-to-exceed" a total amount of $180, 000 during the term ($60, 000 annually, including taxes and fees) for the delivery of a wholesale internet access circuit to the City' s internet system, in a form substantially similar to that attached as Exhibit A to the staff report . The proposed contract will increase the city' s pre-tax monthly bill by $305, from $3, 595 to $3, 900, and double transmission speeds from 100 Mbps to 200 Mbps . It is further recommended that the City Council find that the contract is exempt from competitive bidding requirements pursuant to Vernon Municipal Code § 2 . 17 . 12 (A) (6) because this is a contract for the acquisition or transmission of telecommunications for the Gas & Electric Department and it would be commercially unreasonable to procure these services through standard bidding or request for proposal procedures, given that that the city is already connected to Level 3' s network, and switching carriers would be too expensive to be in the city' s best interests . 15 . Request for Approval of the Dutch, LLC Optical Fiber Use Agreement No. 11 . Recommendation: (1) Find that the approval is exempt under the California Environmental Quality Act ("CEQA") in accordance with CEQA Guidelines Section 15303 (d) which exempts minor extensions of utility services, and under Section 15061 (b) (3) , the general rule that CEQA only applies Page 14 of 26 Special and Regular City Council Meeting Minutes June 17, 2014 to projects that may have an effect on the environment because the proposal will not require any construction, and the only physical change to the environment is stringing a few hundred feet of fiber optic cabling (of roughly ;,� inch in diameter) from existing utility poles onto private property; and (2) Approve Optical Fiber Use Agreement No. 11 with Dutch, LLC and the related Short Form IRU-11 . 1 and IRU-11 . 2 Indefeasible Right of Use Agreement . Upon approval, construction for the implementation of an Optical Fiber Connection will commence . 16 . Authorize the Award of Bids and Purchase Contracts to OneSource (Southwire) and HD Supply Power Solutions, Ltd. (General Cable) for Medium Voltage 15 KV Rated Underground Cable for the Gas & Electric Department (Bid Specification #CA1-2014) . Recommendation: (1) Find that approval of the proposed bid award issuance is not subject to the California Environmental Quality Act ("CEQA") in accordance with Section 15273 because CEQA does not apply to "purchasing or leasing supplies, equipment or materials; " and that even if it were subject to CEQA, it would be exempt pursuant to 15061 (b) (3) , the general rule that CEQA only applies to projects that may have an effect on the environment because the cable referenced will be used merely to replace existing older cable; and (2) Determine that the following companies were the lowest responsive and responsible bidders for bid specification #CA1-2014, relating to the purchase of medium voltage 15 KV rate underground cable . (a) OneSource (Southwire) for bid items 1, 2, 4, 5 and 6 . (b) HD Supply Power Solutions, Ltd (General Cable) for bid item 3 . (3) Authorize the Purchasing Department to issue purchase order contracts as follows : (a) OneSource (Southwire) for bid items 1, 2, 4, 5 and 6, in a grand total amount not to exceed $388, 898 . (b) HD Supply Power Solutions, Ltd (General Cable) for bid item 3, in a grand total amount not to exceed $59, 640 . Health and Environmental Control Department 17 . May 2014 Monthly Report, to be received and filed. 18 . Approval of the Renewal Agreement with SEAACA for Animal Control Services . Recommendation: (1) Find that approval is exempt under the California Environmental Quality Act ("'CEQA") in accordance with section 15061 (b) (3) , the general rule that CEQA only applies to projects that may have any effect on the environment; and (2) Authorize the City Administrator to execute a new three year agreement (with two optional one-year extensions) with the South East Area Animal Control Authority (SEAACA) to provide animal control services Page 15 of 26 Special and Regular City Council Meeting Minutes June 17, 2014 to the City on an as needed basis, provided the contract is in a form substantially similar to that attached to the staff report . The contract prohibits total expenditures during the maximum 5 year term to exceed $120, 000 . The contract is exempt from competitive bidding requirements pursuant to Vernon Municipal Code § 2 . 17 . 12 (A) (5) because the contract is with SEACCA, a governmental entity. 19. Resolution No. 2014-34 - A Resolution of the City Council of the City of Vernon approving and ratifying the execution of an application for the 2014/2015 Hazardous Materials Emergency Preparedness Planning Grant. Recommendation: (1) Find that granting authority to submit and administer the funding application and related documents at issue constitute administrative activities that do not constitute a "project", and is exempt under the California Environmental Quality Act ("CEQA") in accordance with section 15061 (b) (3) , the general rule that CEQA only applies to projects that may have a significant effect on the environment; and (2) Through the resolution, ratify and approve the action of the Director of Health & Environmental Control in executing and filing an Application to the California Office of Emergency Services (Cal OES) for the 2014/2015 Hazardous Materials Emergency Preparedness Planning Grant and authorizing the Director of Health & Environmental Control to (1) execute any and all documents, including but not limited to, applications and agreements necessary for the purposes of securing funds and (2) to receive and spend the funds for the Hazardous Materials Emergency Preparedness Planning Grant . 20 . Resolution No. 2014-35 - A Resolution of the City Council of the City of Vernon approving and authorizing the execution of an application for the 2014/2015 Used Oil Payment Program. Recommendation: (1) Find that granting authority to submit and administer the funding application and related documents at issue constitute administrative activities that do not constitute a "project", and is exempt under the California Environmental Quality Act ("CEQA") in accordance with section 15061 (b) (3) , the general rule that CEQA only applies to projects that may have a significant effect on the environment; and (2) Approve the resolution approving the execution of an application for the 2014/2015 Used Oil Payment Program and authorizing the Director of Health & Environmental Control to (1) submit the Application and Certification to the Department of Resources Recycling and Recovery "CalRecycle" for Used Oil Grant Funds for FY 2014/2015 (OPP5) , (2) execute any and all documents, including but not limited to, applications and agreements necessary for the purposes of securing funds and (3) to receive and spend the funds for the Used Oil Payment Program. Page 16 of 26 Special and Regular City Council Meeting Minutes June 17, 2014 Police Department 21 . Activity Log and Statistical Summary of Arrest and Activities for the period of May 16, through May 31, 2014, to be received and filed. Public Works, Water and Development Services Department 22 . Building Department Report for the month of May 2014, to be received and filed. 23 . Resolution No. 2014-36 - A Resolution of the City Council of the City of Vernon approving an amendment to the Mitigated Negative Declaration Resolution No. 2013-31 and approving a lot merger for the properties located at 4675 52nd Drive in the City of Vernon. Recommendation: (1) Amends the Mitigated Negative Declaration, Resolution No . 2013-31 ("MND") ; and (2) As owners of the property: (a) Authorizes the Mayor to sign and notarize the "Application for a Request for a Voluntary Lot Merger and Waiver of Right of Hearing and Notice, " and all other necessary documents to merge the subject lots; and (b) Authorizes the Director of Public Works, Water & Development Services to execute a Certificate of Compliance for a Lot Merger for property development purposes, and all other necessary documents to merge the subject lots . 24 . Bid Award to Supply and Deliver One New HAMM HDC VV Double Drum Asphalt Roller and One New Zieman Trailer 1150-E Tilt Type. Recommendation: (1) Find that the Supply and Delivery of One New HAMM HDC VV Double Drum Asphalt Roller and One New Zieman Trailer 1150-E Tilt Type is exempt under the California Environmental Quality Act ("CEQA") in accordance with California Code of Regulations, Title 14, Section 15061 (b) (3) , which provides that CEQA only applies to projects that may have a significant effect on the environment and the proposed purchase is for equipment only and it can be seen with certainty that there is no possibility that said purchase may have a significant effect on the environment; and (2) Accept the bid from NIXON-EGLI EQUIPMENT COMPANY, as the lowest responsive bidder, not to exceed $52, 951 . 11, for the Supply and Delivery of One New HAMM HD10C VV Double Drum Asphalt Roller and One New Zieman Trailer 1150-E Tilt Type . NIXON-EGLI EQUIPMENT COMPANY was the only bid received in response to the solicitation for bids . 25 . Authorize the Bid Award for Contract No. CS-0454 : To Supply and Deliver Liquid Sodium Hypochlorite (12 . 5%) . Recommendation: (1) Find the proposed service, to supply and deliver liquid sodium hypochlorite (12 . 5%) , is exempt under Page 17 of 26 Special and Regular City Council Meeting Minutes June 17, 2014 the California Environmental Quality Act ("CEQA") in accordance with California Code of Regulations, Title 14, Section 15061 (b) (3) , the general rule that CEQA only applies to projects that may have an effect on the environment; and in the alternative, the project is categorically exempt from CEQA pursuant to California Code of Regulations, Title 14, Sections 15061 (b) (2) and 15301 which includes the operation and maintenance of the City' s existing production wells and such exemption is not barred by any exception set forth in Section 15300 . 2; and (2) Accept the bid from Brenntag Pacific, Inc. , as the lowest responsive and responsible bidder and enter into a three year contract, not to exceed $99, 370 . 20, to supply and deliver liquid sodium hypochlorite, Contract No . CS-0454 . 26. Amendment No. 3 to the existing Services Agreement between the City of Vernon and Consolidated Disposal Service, LLC for Refuse Collection, Recycling, and Disposal Services . Recommendation: (1) Find that Amendment No . 3 extending the existing Services Agreement between the City of Vernon and Consolidated Disposal Service, LLC, for a period of three months, for Refuse Collection, Recycling and Disposal Services, is exempt under the California Environmental Quality Act ("CEQA") in accordance with (a) CEQA Guidelines Section 15061 (b) (3) , the general rule that CEQA only applies to projects that may have an effect on the environment and (b) Guidelines Section 15301, because the proposed Amendment No . 3 involves the maintenance of existing facilities with no expansion of the existing use; and (2) Approve Amendment No . 3 extending the existing Services Agreement between the City of Vernon and Consolidated Disposal Service, LLC, for a period of three months, for Refuse Collection, Recycling and Disposal Services . As revised, the contract would expire, effective September 30, 2014 . 27 . Authorize the Rejection of all Bids and Rebid for Refuse Collection, Recycling and Disposal Services, Contract No. CS-0448 . Recommendation: (1) Find that the rejection of all bid proposals received on June 3, 2014, per Contract CS-0448 for Refuse Collection, Recycling and Disposal Services, is not subject to the California Environmental Quality Act ("CEQA") because, under Guidelines § 15270 CEQA does not apply to projects which a city disapproves; and even if it were subject to CEQA, it would exempt in accordance with (a) Section 15061 (b) (3) , the general rule that CEQA only applies to projects that may have an effect on the environment and (b) Section 15301, because the proposed rejection of bid proposals has no impact on the maintenance of existing facilities; and (2) Approve the rejection of all bid proposals, per Contract CS-0448 for Refuse Collection, Recycling and Disposal Services; and authorize staff to re-advertise and solicit bids for Refuse Collection, Recycling and Page 18 of 26 Special and Regular City Council Meeting Minutes June 17, 2014 Disposal Services based on a form that is substantially similar to the form previously approved, but with minor technical clarifications . NEW BUSINESS City Administration Department 1 . Resolution No. 2014-37 - A Resolution of the City Council of the City of Vernon amending Resolution No. 9542 by amending Section 10 . 2 and adding Section 10 . 5 to said resolution respecting vacation policies for employees of the City of Vernon and repealing all resolutions in conflict therewith. Recommendation: (1) Find that approval of the proposed resolution is exempt under the California Environmental Quality Act ("CEQA") in accordance with Section 15061 (b) (3) , the general rule that CEQA only applies to projects that may have an effect on the environment; and (2) Contingent upon City Council adoption of the Fiscal Year 2014-2015 budget, adopt the resolution amending Resolution No . 9542 to amend section 10 . 2 and add section 10 . 5 to said resolution, effective June 29, 2014, to (1) provide sixty (60) hours of Administrative Leave for Mid-Management employees who are designated as exempt from overtime in accordance with the Fair Labor Standards Act and (2) provide all newly hired Mid-Management and Executive Management staff exempt employees administrative leave on a quarterly pro-rata basis . City Administrator Mark Whitworth reported that as part of the classification and compensation study certain classifications were designated as exempt positions . Those exempt are a group of people in line with others that receive administrative leave time . It is appropriate for those exempt to also receive the same benefit . Human Resources Director Teresa McAllister reported on the benefit . It is currently being provided to management; the proposed will make it available to those in mid-management as well . McAllister additionally explained that the proposed will amend the policy so that the administrative leave will be applied on a prorated basis . She advised that there is no additional cost to the City. If the benefit is not used, employees lose it . It was moved by Maisano and seconded by Martinez to approve Resolution No . 2014-37 . Motion carried, 5-0 . Finance Department 2 . Consideration of City Investment Policy, and Staff Authority to Deposit and Withdraw Funds from Local Agency Investment Fund (LAIF) and Los Angeles County Pooled Investment Fund (LACPIF) : Recommendation: (1) It is recommended that the City Council approve the following three resolutions, each of which includes a Page 19 of 26 Special and Regular City Council Meeting Minutes June 17, 2014 finding that relevant approvals are exempt from the California Environmental Quality Act ("CEQA") pursuant to Guidelines Section 15061 (b) (3) , the general rule that CEQA only applies to projects that may have an effect on the environment : 1 . Resolution No. 2014-38 - A Resolution of the City Council of the City of Vernon adopting an annual statement of investment policy for fiscal year 2014-2015 and delegating investment authority to the Finance Director/City Treasurer. - The investment policy requires annual approval by City Council even though no changes and updates are proposed. Such approval is to be performed on an annual basis . 2 . Resolution No. 2014-39 - A Resolution of the City Council of the City of Vernon authorizing the investment of City monies from any City fund in the local investment fund in the state treasury. - Supersede Resolution No . 5244, currently on file with the Local Agency Investment Fund (LAIF) , which would add the following officers as authorized personnel to deposit and withdrawal City monies on behalf of the City for investment purposes : Finance Director, Assistant Finance Director, City Treasurer, and Deputy City Treasurer, or their successors . 3. Resolution No. 2014-40 - A Resolution of the City Council of the City of Vernon authorizing and requesting the investment of excess funds in the Los Angeles County Treasury Pool. - Approve participation in the Los Angeles County Pooled Investment Fund (LACPIF) as an investment alternative . Finance Director William Fox explained that the proposed has three components related to the City' s annual investment policy. The first recommendation is required and will be presented to the City Council annually. Fox noted that the City' s CPA reviewed the policy and made no recommended changes . The proposed complies with standard requirements . The second recommendation expands the authority for the LAIF to the Assistant Finance Director and Deputy City Treasurer as the current authority is limited to the Finance Director/Treasurer. Fox explained that this allows for flexibility in his absence . The third recommendation is to participate in the pool fund. The City currently does not participate, but staff believes it would be advantageous to participate as the returns are slightly better. The proposed is open to municipalities and special districts within the County. It was moved by Ybarra and seconded by Maisano to approve Resolution No . 2014-38, Resolution No. 2014-39, and Resolution No . 2014-40 . Motion carried, 5-0 . Gas and Electric Department 3 . Approval of the Astoria 2 Solar Project Power Sales Agreement between the City of Vernon and the Southern California Public Power Authority. Page 20 of 26 Special and Regular City Council Meeting Minutes June 17, 2014 Recommendation: (1) Find that (a) the requested approval is not a "project" subject to the California Environmental Quality Act ("CEQA") under Guidelines section 15378 because it involves the administrative activity of purchasing power; and (b) even if this approval were a "project" subject to CEQA, the approval requested is exempt in accordance with CEQA Guidelines Section 15301 (b) , the general rule that CEQA only applies to projects that may have an effect on the environment because purchasing power is purely a financial transaction, and any construction that may occur by a private party in the future in reliance on this approval would be subject to CEQA review by another governmental agency at that time when actual details of any physical proposal would be more than speculative; and (2) Authorize the Director of Gas and Electric to approve and execute the Astoria 2 Power Sales Agreement between the City of Vernon ("City") and the Southern California Public Power Authority ("SCPPA") in substantially the same form as attached to the staff report, for the purpose of purchasing solar power with associated green attributes in compliance with the Renewable Resources Procurement Plan and Enforcement Program in force at the City. The terms include the initial purchase of 20 megawatts of solar power beginning with the project commercial operation date and increased to 30 megawatts commencing January 1, 2022 . (3) Find that approval of the power sales agreement complies with the competitive bidding requirements of the Vernon Municipal Code in that : (a) Vernon Municipal Code § 2 . 17 . 12 (A) (6) exempts this contract from the competitive bidding requirements because it is a "contract for the acquisition, sale or transmission of electrical power" and it would be commercially unreasonable to procure the power through standard bidding or request for proposal procedures; and (b) this contract is between SCPPA (a joint powers authority) and Vernon, and Vernon Municipal Code 2 . 17 . 12 (A) (5) exempt this contract and all other "contracts with other governmental entities or their contractors for labor, materials or supplies" . Further find that approval of this contract is consistent with the purposes of the city' s purchasing regulations because SCPPA conducted a competitive process and received approximately 220 proposals, of which, the Astoria 2 Project was the lowest priced project for projects under 100 megawatts, and the project is scheduled to begin commercial operation in 2017 . Director of Gas and Electric Carlos Fandino explained that the proposed is a joint solar power venture with the Southern California Public Power Authority ("SCPPA") . Fandino explained the need to meet renewable portfolio standards ("RPS") ; the requirement is that by 2020, 330 of all of Vernon' s power must come from renewable energy sources . The City is looking at different projects to meet the requirements . Page 21 of 26 Special and Regular City Council Meeting Minutes June 17, 2014 Fandino advised that the project could be a substantial savings and could create a discount on the RPS component . Fandino reported on the potential load increase for the renewable source in 2020 . Fandino explained that it is a fixed price contract that will commence in 2017 . The City will only incur costs for actual renewable energy, there is no initial cost . In response to Councilmember Ybarra, Fandino advised that the 20 megawatts that are to be accessible through the project represent approximately 10% of the required 33% RPS requirement. It was moved by Davis and seconded by Maisano to approve the Astoria 2 Solar Project Power Sales Agreement with Southern California Public Power Authority. Motion carried, 5-0 . Public Works, Water and Development Services Department 4 . Authorization to submit the Los Angeles River Upper Reach 2 Draft Watershed Management Program Plan and Draft Coordinated Integrated Monitoring Program Plan. Recommendation: (1) Find that this action is exempt under the California Environmental Quality Act ("'CEQA") as follows : (a) The authorization to submit the draft Watershed Management Program (WMP) Plan and draft Coordinated Integrated Monitoring Program (LIMP) Plan is exempt from CEQA pursuant to CEQA Guidelines Section 15308 in that the authorization to submit the draft WMP and LIMP Plans is an action taken by the City in its role as a regulatory agency authorized by state regulation and is intended to assure the maintenance, restoration, enhancement, or protection of the environment where the regulatory process involves procedures for protection of the environment . No construction activities or relaxation of standards allowing environmental degradation are proposed in conjunction with the authorization to submit the draft WMP and LIMP Plans, and any possible projects are purely speculative in nature; and (b) The WMP and draft CIMP Plan are subject to the approval of the Regional Water Quality Control Board, which Board will conduct any necessary environmental review of the documents before any final approval; and (c) The authorization to submit the draft WMP and CIMP Plans is covered by the general rule set forth in CEQA Guidelines Section 15061 (b) (3) which provides that CEQA applies only to projects which have the potential for causing a significant effect on the environment . Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA. Here, the authorization to submit the draft WMP and CIMP Plans involves procedures for the protection of the environment and has no significant adverse effect on the environment; and (2) Authorize City staff to submit the draft WMP and CIMP Plans to the California Regional Water Quality Control Board, Los Angeles Region (Regional Board) to comply Page 22 of 26 Special and Regular City Council Meeting Minutes June 17, 2014 with the municipal National Pollutant Discharge Elimination System (NPDES) Permit . At a later date, staff will submit the final Watershed Management Program Plan and final Coordinated Integrated Monitoring Plan to the City Council for adoption. Director of Public Works, Water and Development Services Kevin Wilson introduced Dr. Gerald Green of the CWE Corporation. Green conducted a presentation on the WMP and CIMP Plans and how they will impact the City. Green provided a background to the regulation and on the next steps in the process . Mayor McCormick commented that it is unfortunate that the business community representatives left the meeting early as the WMP and LIMP are a costly challenge to the City that is out of the City' s control . It was moved by Maisano and seconded by Ybarra to authorize the submission of the Los Angeles River Upper Reach 2 Draft Watershed Management Program Plan and Draft Coordinated Integrated Monitoring Program Plan. Motion carried, 5-0 . ORAL REPORTS Police Chief Daniel Calleros reported on an arrest for misdemeanor vandalism and reckless driving that occurred on June 6, 2014 . Calleros advised that special enforcement team will be conducting traffic enforcement operations during the weekends to deter the reckless driving observed in the City. On June 8, 2014, officers were flagged down by a victim who had just been stabbed. After a foot chase, officers detained the suspect and located the weapon. The suspect was transferred to the Huntington Park Police Department as the incident had occurred within its jurisdiction. Calleros reported that accusation of a kidnap and rape are being investigated. On June 12, 2014, the female victim reported that she was kidnapped in Indio and then raped. The alleged assailant has been identified. On Saturday June 14, 2014, members of the People for the Ethical Treatment of Animals ("PETA") conducted a demonstration in front of Farmer John. The demonstration was peaceful with no incidents . Calleros reported that the Vernon Police Department submitted a proposal to the City of Maywood for police services . He advised that in addition to Vernon, the Los Angeles County Sherriff' s Department and the City of Bell also submitted proposals . Calleros opined that Vernon' s proposal is very competitive . Calleros reported vandalism in the area of 5000 Pacific Avenue that resulted in an arrest . Fire Chief Michael Wilson announced that the CERT Class has begun. He advised that staff is working on its transition to the Telestaff system for payroll processing. He announced that the firefighter reserve recruitment interviews are currently underway. The Department has seen good success through its reserve program. The training focus for the month of June is Page 23 of 26 Special and Regular City Council Meeting Minutes June 17, 2014 auto extrication; KIA Motors generously donated vehicles for training purposes . Wilson reported on the Crews response to a motorcycle accident that occurred on June 16, 2014 on the north bound on-ramp to the 710 Freeway near Atlantic Boulevard. On June 16, 2014, Crews responded to U. S . Healthworks in Vernon; a man was severely injured while working on machinery at a local business . On June 17, 2014, Crews responded to the City of Compton to assist in the identification of chemicals found at a drug lab. Director of Public Works, Water, and Development Services Kevin Wilson provided an update on the Vernon Village Park housing project, advising that the project is progressing. Wilson reported that many have lost confidence in the Central Basin Municipal Water District' s Board. Wilson advised that no official action has been taken on the mater. Director of Gas and Electric Carlos Fandino reported on a power outage that occurred on June 8, 2014; Fandino advised that the cause of the outage is still under investigation. Finance Director William Fox advised that the preliminary phase of the annual financial audit has concluded. There were no findings to report; he explained that this is good for the City. The audit will continue after the end of the current fiscal year. Fox advised that the budget process is extremely complicated; staff has identified that the process can be streamlined through the use of the EDEN system budget module . Currently, staff uses an Excel spreadsheet which can result in mistakes . The module can be integrated into the financial reporting system and would increase accuracy. Fox reported that city staff provided assistance to the City of Maywood to supplement its skeletal accounting group. Fox advised that in trying to be a good neighbor, the City was happy to assist . Director of Health and Environmental Control Leonard Grossberg reported on continued discussions with the Department of Toxic Substances Control on the closure at Thermador. Grossberg announced the cancellation of the June 18, 2014 Green Vernon Commission meeting. Human Resources Director Teresa McAllister announced the customer service training on June 25, 2014 . Economic Development Manager/ Successor Agency Staff Alex Kung announced that the Oversight Board to the Successor Agency of the Redevelopment Agency meeting scheduled to be held on June 5, 2014, was cancelled due to lack of a quorum. The regular Oversight Board meetings will continue to be cancelled until September. Deputy City Administrator Kristen Enomoto reported on the Vernon Housing Commission meeting held June 11, 2014 . There were 25 applicants for the housing lottery; however, there are no unit vacancies . Enomoto reported that Solari Enterprises was contracted for standby and consulting services . The housing Page 24 of 26 Special and Regular City Council Meeting Minutes June 17, 2014 management will be transitioned to the Finance Department with support for maintenance and repair services from the Public Works Department . City Administrator Mark Whitworth advised that he and Human Resources Director held an employee informational meeting with those in the confidential and management group. The Human Resources Director was also given instructions to negotiate an agreement for the new City Attorney. Whitworth advised that on July 1, 2014, the candidates for the CommUNITY Grant Committee will be presented to the City Council for appointment . Additionally, the ordinance establishing the Business and Industry Commission will be introduced. The new Vernon Quarterly is out . Whitworth reported on a meeting with Exide Technologies' ("Exide") Vice President of Environmental Health and Safety. Exide is working on addressing all concerns . CLOSED SESSION - REVISITED At 11 : 53 a.m. , it was moved by Davis and seconded by Martinez to go into closed session to continue discussions on the items listed under closed session. Motion carried, 5-0 . 1 . CONFERENCE WITH LEGAL COUNSEL — ANTICIPATED LITIGATION Initiation of litigation pursuant to Gov' t Code Section 54956 . 9 (d) (4) : 1 potential case . 2 . CITY COUNCIL CONFERENCE WITH LABOR NEGOTIATORS Government Code Section 54957 . 6 Agency Designated Representatives : Mark Whitworth, Teresa McAllister, and Paul Coble Employee Organizations : Vernon Police Officers' Benefit Association, Vernon Firemen' s Association, Vernon Fire Management Association, Teamsters Local 911, and International Brotherhood of Electric Workers Local 47 . At 12 : 07 p.m. , it was moved by Maisano and seconded by Ybarra to exit closed session. Motion carried, 5-0 . Concerning item 1 under closed session, Deputy City Attorney Scott Porter reported that the City Council authorized staff to file a claim; the defendant and the other particulars will be disclosed to any person upon inquiry once the claim has been filed. Deputy City Attorney Zaynah Moussa announced that there is no reportable action concerning the closed session matter on labor negotiations . Page 25 of 26 Special and Regular City Council Meeting Minutes June 17, 2014 With no further business, at 12 : 08 p.m. , Mayor McCormick adjourned the meeting. W. Michael McCormick Mayor ATTEST : Ana Barcia Deputy City Clerk Page 26 of 26 MINUTES OF THE SPECIAL JOINT CITY COUNCIL AND SUCCESSOR AGENCY TO THE REDEVELOPMENT AGENCY MEETING OF THE CITY OF VERNON HELD TUESDAY, JULY 1, 2014, IN THE COUNCIL CHAMBER OF THE CITY HALL LOCATED AT 4305 SANTA FE AVENUE, VERNON, CALIFORNIA MEMBERS PRESENT: McCormick, Davis, Maisano, and Ybarra MEMBERS ABSENT: Martinez (entire meeting) The Special Joint Meeting was called to order at 8:32 a.m. by Mayor/Chairperson McCormick. Mayor/Chairperson McCormick announced that there are no changes to the agenda. PUBLIC COMMENT Mayor/Chairperson McCormick announced that this was the time allotted for public comment, and inquired whether anyone in the audience wished to address the City Council and/or the Successor Agency to the Redevelopment Agency. No one responded. CLOSED SESSION With no public comment, at 8:32 a.m., it was moved by Maisano and seconded by Davis to go into closed session to discuss the item listed under closed session. Motion carried, 4-0. 1. CITY COUNCIL AND SUCCESSOR AGENCY TO VERNON REDEVELOPMENT AGENCY, CONFERENCE WITH LEGAL COUNSEL— ANTICIPATED LITIGATION Significant exposure to litigation Government Code sections 54956.9(d)(2), 54956.9(e)(1) Number of potential cases: 1 At 8:46 a.m. it was moved by Maisano and seconded by Davis, that the City Council exit closed session. Motion carried, 4-0. Deputy City Attorney Zaynah Moussa reported that staff received authorization to respond to the draft report and return to the Council/Successor Agency for further direction as appropriate. At 8:46 a.m., with no further business, Mayor/Chairperson McCormick adjourned the Special Joint meeting. W. Michael McCormick Mayor/Chairperson ATTEST: Ana Barcia Deputy City Clerk MINUTES OF THE REGULAR CITY COUNCIL MEETING OF THE CITY OF VERNON HELD TUESDAY, JULY 1, 2014, IN THE COUNCIL CHAMBER OF THE CITY HALL LOCATED AT 4305 SANTA FE AVENUE, VERNON, CALIFORNIA MEMBERS PRESENT: McCormick, Davis, Maisano, and Ybarra MEMBERS ABSENT: Martinez (entire meeting) The meeting was called to order at 9:03 a.m. by Mayor McCormick; Finance Director William Fox led the flag salute. CHANGES TO THE AGENDA Mayor McCormick announced that there are no changes to the agenda. PUBLIC COMMENT Mayor McCormick announced that this was the time allotted for public comment, and inquired whether anyone in the audience wished to address the City Council. No one responded. PUBLIC HEARINGS 1. Public hearing to consider Jia Hui Resources, LLC's request for a conditional use permit to operate an indoor recycling facility. Resolution No. 2014-41 -A Resolution of the City Council of the City of Vernon approving a conditional use permit for Jia Hui Resources,LLC to operate a recycling facility located at 4726 Everett Court. Recommendation: (1) Adopt a resolution that, among other things: (a) approves a conditional use permit to allow a recycling facility to be operated at 4726 Everett Court, subject to conditions of approval; and(b) adopts a Negative Declaration finding that the project will not have a significant impact on the environment within the meaning of the California Environmental Quality Act. At 9:04 a.m., the Mayor opened the public hearing to consider the conditional use permit for Jia Hui Resources, LLC. Director of Public Works, Water, and Development Services Kevin Wilson provided the oral staff report on the revised proposal. Mayor McCormick opened the public comment portion of the public hearing. Myung Chung, the Architect for the proposed Jia Hui project reported that concerns were addressed and all are in agreement with the conditions. Caleb Morse, CFO at Meridith Bear Home is pleased with the proposed revisions, but still had some concerns. McCormick directed staff to meet with Morse to address his concerns. Chung expressed Jia Hui Resources, LLC's desire to address the concerns of neighboring businesses. With no further comments or questions of staff, at 9:15 a.m., the public hearing was closed. Councilmember Ybarra suggested that staff monitor the situation and to provide further recommendations to City Council if necessary. Regular City Council Meeting Minutes July 1, 2014 It was moved by Davis and seconded by Maisano to approve Resolution No. 2014-41. Motion carried, 4-0. 2. Public hearing to consider the adoption of the General Fee Schedule for Services provided by the City. Resolution No. 2014-42 -A Resolution of the City Council of the City of Vernon approving and adopting a General Fee Schedule. Recommendation: (1) Adopt the resolution for the General Fee Schedule for the Fiscal Year 2014-15. The implementation of the General Fee Schedule as recommended by the independent consulting firm, Capital Accounting Partners, follows best practices by maintaining fiscal responsibility and stability through a better matching of services costs with fees being charged. The resolution, among other things, finds that the approval of the resolution is not subject to the California Environmental Quality Act("CEQA")pursuant to Guidelines section 15273, and that even if it were, it would be exempt pursuant to section 15061(b)(3), the general rule that CEQA only applies to projects that may have an effect on the environment. At 9:16 a.m., Mayor McCormick opened the public hearing to consider the adoption of the General Fee Schedule for services provided by the City. Finance Director William Fox provided a presentation on the proposed. Director of Public Works, Water and Development Services Kevin Wilson, Director of Health and Environmental Control Leonard Grossberg and Police Chief Daniel Calleros further explained and provided examples of proposed fees for their respective Departments. Fox reported on the written public comment received regarding the proposal. Mayor McCormick opened the public comment portion of the public hearing. Marisa Olguin of the Vernon Chamber of Commerce expressed her concerns regarding the proposal and the documentation made available to the public. Peter Corselli of U.S. Growers Cold Storage provided public comment against the proposal. Juliet Goff of Kal Plastics additionally provided public comment against the proposal. Independent Reform Monitor John Van de Kamp spoke on the matter and provided a recommendation. Steve Freed of Mt. Vernon LLC provided public comment against the proposal and requested additional time to review. With no further public comment, at 10:18 a.m. the public hearing was closed. The City Council deliberated on the proposed. In order to address the concerns, Fox amended staff s recommendation to approve the general fee schedule for one year without a consumer price index adjustment; after which, the item will be revisited by City Council. It was moved by Davis and seconded by Maisano to approve Resolution No. 2014-42 incorporating Fox's amended recommendation. Motion carried, 3-0-1, with Ybarra in opposition. Page 2 of 9 Regular City Council Meeting Minutes July 1, 2014 CONSENT CALENDAR Mayor Pro-Tem Davis requested the removal of item 8 from the Consent Calendar. The proposed item will be considered after the Consent Calendar. It was moved by Maisano and seconded by Ybarra to approve the remaining matters listed under the Consent Calendar under one motion. Motion carried, 4-0. Claims Against the City (to be received and filed) 1. None. Warrant Registers 2. Ratification of the following City Warrant Registers to record the following voided checks: a. City Warrant Register No. 1401 to record voided Check No. 344238 in the amount of$50.00; and b. City Warrant Register No. 1395 to record voided Check No. 343444 in the amount of$33.44. 3. Ratification of Gas Warrant Register No. 152 to record voided Check No. 1139 in the amount of$1,500.00. 4. Approval of City Warrant Register No. 1403, totaling $958,491.80,which covers the period of June 10, through June 23, 2014, and consists of the following: a. Ratification of wire transfers totaling $696,226.53; and b. Ratification of the issuance of early checks totaling $91,436.95; and c. Authorization to issue pending checks totaling $170,828.32. 5. Approval of Light&Power Warrant Register No. 368, totaling $4,473,497.65, which covers the period of June 10, through June 23, 2014, and consists of the following: a. Ratification of wire transfers totaling $4,441,797.94; and b. Ratification of the issuance of early checks totaling $12,076.23; and c. Authorization to issue pending checks totaling $19,623.48. 6. Approval of Gas Warrant Register No. 156, totaling $2,595.10, which covers the period of June 10, through June 23, 2014, and consists of the following: a. Ratification of the issuance of early checks totaling $2,595.10. Gas and Electric Department 7. March 2014 Light and Power Resource Procurement Report, to be received and filed. 8. REMOVED. 9. Authorize the Award of Bid and Purchase Contract to Interstate Gas Services, Inc. for Natural Gas Operational Support Services. Recommendation: (1) Find that awarding the bid as outlined in the staff report is exempt under the California Environmental Quality Act ("CEQA") in accordance with Section 15061(b)(3), the general rule that CEQA only applies to projects that may have an effect on the environment; and (2) Authorize the award of a contract to Interstate Gas Services, Inc. ("IGS"), in substantially the same form as attached to the staff report, for the purpose of securing natural gas operational support services. IGS was the only responding Page 3 of 9 Regular City Council Meeting Minutes July 1, 2014 party to the Request for Proposals (RFP) issued by the City on May 21, 2014. The contract for IGS services proposes a three (3) year term with a"not-to- exceed" cost of$140,000 per calendar year, for a grand total amount"not-to- exceed" $420,000. Police Department 10. Activity Log and Statistical Summary of Arrest and Activities for the period of June 1, through June 15, 2014, to be received and filed. Public Works,Water and Development Services Department 11. Approval of Amendment No. 2 extending the existing Services Agreement for Janitorial Services between the City of Vernon and Santa Fe Building Maintenance for a period of one-year. Recommendation: (1) Find the proposed Amendment No. 2, extending the Services Agreement between the City of Vernon and Santa Fe Building Maintenance for one-year, is exempt under the California Environmental Quality Act ("CEQA") in accordance with Section 15061(b)(3), the general rule that CEQA only applies to projects that may have an effect on the environment; and (2) Approve Amendment No. 2 extending the Services Agreement between the City of Vernon and Santa Fe Building Maintenance for Janitorial Services for a period of one-year with no increase in cost. The annual cost of service shall not exceed $104,926.20. The Services Agreement will be made effective July 1, 2014, and terminate effective June 30, 2015. There is no increase in the cost of service. This is the final extension permitted and the service will have to be rebid for fiscal year 2015-2016. 12. Approval of Amendment No. 1 extending the Services Agreement Between the City of Vernon and Cannon Corporation for the Engineered Design of a Temporary Closed Water System, Elevated Tank Standpipe Repair and Technical Specifications. Recommendation: (1) Find that approval of Amendment No. 1 extending the Services Agreement between the City of Vernon and Cannon Corporation for the Engineered Design of a Temporary Closed Water System, Elevated Tank Standpipe Repair and Technical Specifications, effective July 9, 2014 through September 30, 2014, is exempt under the California Environmental Quality Act("CEQA") in accordance with Section 15061 (b)(3), the general rule that CEQA only applies to projects that may have an effect on the environment; and (2) Approve Amendment No. 1, in substantially the same form as attached to the staff report, extending the Services Agreement between the City of Vernon and Cannon Corporation, effective July 9, 2014 through September 30, 2014. 13. Approve Bid Award for Contract No. CS-0421, the 55th Street Storm Drain Improvements. Recommendation: (1) Find that the proposed Capital Improvement Project at 55th Street is categorically exempt under the California Environmental Quality Act("CEQA") in accordance with 14 California Code of Regulations, CEQA Guidelines Section 15303(d), New Construction or Conversion of Small Structures. The project consists of the construction of a sewer line extensions including street improvements of reasonable length to serve such construction; and (2) Accept the bid from Ramona Inc. Company, as the lowest responsive and responsible bidder and enter into a contract, not to exceed$628,390, for the 55th Street Storm Drain Improvements Project, Contract No. CS-0421, and to reject all other bids. Further authorize a contingency of$75,000 in the event of an Page 4 of 9 Regular City Council Meeting Minutes July 1, 2014 unexpected changed condition in the project and grant authority to the City Administrator to issue a change order for an amount up to the contingency amount. REMOVED CONSENT CALENDAR ITEM-REVISITED 8. Award of Bid and Purchase Contract to CH2M Hill Engineers, Inc. for Environmental Support Services. Recommendation: (1) Find that awarding the contract as outlined in the staff report is exempt under the California Environmental Quality Act ("CEQA") in accordance with Section 15061(b)(3), the general rule that CEQA only applies to projects that may have an effect on the environment; and (2) Authorize the award of a contract to CH2M Hill Engineers, Inc. (CH2M) in substantially the same form as attached to the staff report, for the purpose of securing Environmental Support Services. The proposed contract would include a grand total compensation amount"not-to-exceed" $1,368,985 over the three year term of the agreement. Director of Gas and Electric Carlos Fandino and Deputy City Clerk Ana Barcia addressed Mayor Pro Tern Davis' concerns on the completeness of the proposed item. It was moved by Davis and seconded by Maisano to approve the bid award and purchase contract to CH2M Hill Engineers, Inc. for environmental support services. Motion carried, 4-0. NEW BUSINESS City Administration Department 1. Appointments to the Inaugural Vernon CommUNITY Fund Grant Committee. Recommendation: (1) Find that the appointment of individuals to serve on the Vernon CommUNITY Fund Grant Committee is exempt under the California Environmental Quality Act ("CEQA") in accordance with Section 15061(b)(3), the general rule that CEQA only applies to projects that may have an effect on the environment; and (2) Appoint seven individuals to serve on the Vernon CommUNITY Fund Grant Committee for terms commencing July 1, 2014. Pursuant to Section 2.158 of the Vernon Municipal Code ("VMC"), Appointment of Members, the seven-member Grant Committee shall include: two persons representing members of the California Legislature with districts that include at least a portion of the "Vernon Area" (as defined in Section 2.157(c) of the VMC); three persons that reside or work in the Vernon Area; one person who represents the owner of operator of a business located in Vernon; and one current member of the Vernon City Council; and (3) Designate four of the seven individuals to serve an initial term of three years, ending June 30, 2017. The remaining three individuals shall serve a standard two-year term, ending June 30, 2016. Pursuant to Section 2.159 of the VMC, Creation of Staggered Terms, the three members of the Grant Committee designated to serve a standard two-year term shall be from each of the following categories: one person representing a member of the California Legislature; one person that resides or works in the Vernon Area; and one person who represents the owner or operator of a business located in Vernon. The remaining four members designated to serve an initial three-year term shall fill in the remaining positions. Deputy City Administrator Kristen Enomoto provided the oral staff report. Fran Jemmott of Jemmott Rollins Group, Inc. presented on the nominees for the Vernon Area Representatives. Page 5 of 9 Regular City Council Meeting Minutes July 1, 2014 Mayor McCormick made the following selections: Grant Committee Member Appointment Category Term End Date Name Steve Veres Legislative Representative June 30, 2016 Joaquin Castaneda Legislative Representative June 30, 2017 Jessica Maes Vernon Area Representative June 30, 2016 Michael Gavina Vernon Area Representative June 30, 2017 Yolie Flores Vernon Area Representative June 30, 2017 Juliet Goff Business Representative June 30, 2016 Michael Ybarra City Council Representative June 30, 2017 It was moved by Davis and seconded by Maisano to ratify the Mayor's selection and appoint the Grant Committee Members with specified term end dates as listed above. Motion carried, 4-0. 2. Jemmott Rollins Group, Inc. to provide a brief status report on CommUNITY Fund related activities and next steps. Representative Fran Jemmott provided said update. 3. Resolution No. 2014-43 -A Resolution of the City Council of the City of Vernon amending Exhibit A of Resolution No. 2013-57 regarding the compensation, costs and benefits of its employees ("citywide personnel and salary resolution") (Amendment No. 9). Recommendation: (1) Find that approval of the proposed resolution is exempt under the California Environmental Quality Act("CEQA") in accordance with Section 15061(b)(3), the general rule that CEQA only applies to projects that may have an effect on the environment; and (2) Adopt the resolution amending Section 5 (Auto Insurance Program) of Resolution No. 2013-57, to discontinue the $35.00 per month Auto Insurance Program for employees in classifications designated as Executive, Management, Confidential, Mid-Management, and Vernon Police Management Association employees, effective July 1, 2014. City Administrator Mark Whitworth introduced the item. Human Resources Director Teresa McAllister provided the oral staff report. It was moved by Davis and seconded by Ybarra to approve Resolution No. 2014-43. Motion carried, 4-0. Gas and Electric Department 4. Approval Request for Ratification of Dutch, LLC Optical Fiber Use Agreement No. 11. Recommendation: (1) Find that the requested approval is exempt under the California Environmental Quality Act("CEQA") in accordance with CEQA Guidelines Section 15303(d) which exempts minor extensions of utility services, and under Section 15061(b)(3), the general rule that CEQA only applies to projects that may have an effect on the environment because the proposal will not require any construction, and the only physical change to the environment is stringing a few hundred feet of fiber optic cabling (of roughly 1/2 inch in diameter) from existing utility poles onto private property; and (2) Approve a revised Optical Fiber Use Agreement No. 11 with Dutch, LLC and the related Short Form IRU-11.1 and IRU-11.2 Indefeasible Right of Use Agreement and authorize the City Administrator to approve minor and administrative changes Page 6 of 9 Regular City Council Meeting Minutes July 1, 2014 to each. Upon approval of all changes, the construction for the implementation of an Optical Fiber Connection will commence. Director of Gas and Electric Carlos Fandino provided the oral staff report. Deputy City Attorney Zaynah Moussa further clarified that the proposed is a ratification of changes to a previous approved agreement. It was moved by Ybarra and seconded by Maisano to approve the ratification of the Dutch, LLC optical Fiber Use Agreement No. 11. Motion carried, 4-0. 5. Approval to Execute Puente Hills Landfill Gas-to-Energy Facility Power Sales Agreement by and between the City of Vernon and the Southern California Public Power Authority. Recommendation: (1) Find that(a)the requested approval is not a"project" subject to the California Environmental Quality Act("CEQA")under Guidelines section 15378 because it involves the administrative activity of purchasing power; and(b) even if this approval were a"project" subject to CEQA, the approval requested is exempt in accordance with CEQA Guidelines Section 15301(b), the general rule that CEQA only applies to projects that may have an effect on the environment because purchasing power is purely a financial transaction, and any construction that may occur by a third party in the future in reliance on this approval would be subject to CEQA review by another governmental agency at that time when actual details of any physical proposal would be more than speculative; and (2) Authorize the Director of Gas and Electric to approve and execute the Puente Hills Landfill Gas-to-Energy Facility Power Sales Agreement between the City of Vernon("City") and the Southern California Public Power Authority("SCPPA") in substantially the same form as attached to the staff report, for the purpose of purchasing renewable power with associated green attributes in compliance with the Renewable Resources Procurement Plan and Enforcement Program in force at the City. The terms include the purchase of 10 megawatts of renewable power between January 1, 2017 and December 31, 2030. (3) Find that approval of the power sales agreement complies with the competitive bidding requirements of the Vernon Municipal Code in that: (a)Vernon Municipal Code § 2.17.12(A)(6) exempts this contract from the competitive bidding requirements because it is a"contract for the acquisition, sale or transmission of electrical power"; and it would be commercially unreasonable to procure the power through standard bidding or request for proposal procedures; and(b)this contract is between SCPPA (a joint powers agency) and Vernon, and Vernon Municipal Code 2.17.12(A)(5) exempt this contract and all other "contracts with other governmental entities or their contractors for labor, materials or supplies". Further find that approval of this contract is consistent with the purposes of the City's purchasing regulations because SCPPA issued a request for proposals to acquire renewable energy resources and County Sanitation District No. 2 of Los Angeles County responded to the request for proposals. Director of Gas and Electric Carlos Fandino provided the oral staff report. It was moved by Davis and seconded by Maisano to approve the execution of the Puente Hills Landfill Gas-to-Energy Facility Power Sales Agreement. Motion carried, 4-0. ORDINANCES 1. ORDINANCE NO. 1223 -An Ordinance of the City Council of the City of Vernon adding Article XXI to Chapter 2 of the Vernon municipal code to establish the Vernon Business and Industry Commission and to specify the membership and duties of said Commission. (first reading) Page 7 of 9 Regular City Council Meeting Minutes July 1, 2014 Recommendation: (1) Find that approval and subsequent adoption of the proposed ordinance establishing the Vernon Business and Industry Commission is exempt under the California Environmental Quality Act ("CEQA") in accordance with Section 15061(b)(3), the general rule that CEQA only applies to projects that may have an effect on the environment; and (2) Hold the first reading of the ordinance establishing the Vernon Business and Industry Commission and specifying the membership and duties of said Commission. Mayor McCormick introduced the proposed ordinance by title. Deputy City Administrator Kristen Enomoto provided the oral staff report on the proposed ordinance. Independent Reform Monitor John Van de Kamp commented on the proposed, and provided recommendation on the implementation. Marisa Olguin, President of the Vernon Chamber of Commerce,provided public comment on the proposed and expressed the Chamber's desire to participate in the selection of the Commission representatives. It was moved by Davis and seconded by Ybarra to approve the first reading of Ordinance No. 1223. Motion carried, 4-0. ORAL REPORTS Police Chief Daniel Calleros reported on officer's response to recent incidents. New Police Department staff member was introduced. Calleros also announced that the Vernon Police Department was not selected by Maywood officials to provide police services to the City. Captain Michael Gillman reported vandalism. Mayor McCormick reported on vandalism that he had observed in the City. Fire Chief Michael Wilson reported on recent Fire Department activities, training, and response to incidents. Director of Public Works, Water and Development Services Kevin Wilson provided an update on capital improvement projects and other Public Works related activity. In response to Mayor McCormick, Wilson provided an update on the Atlantic Bridge project. Director of Gas and Electric Carlos Fandino reported on recent power outages and provided an update on the gas department. Fandino also reported on the Department's efforts to procure renewable energy resources. Finance Director William Fox reported on the department's current activity and upcoming projects. Director of Health and Environmental Control Leonard Grossberg announced the Sustainable Development and Energy Efficiency name change to the Green Vernon Commission. Human Resources Director Teresa McAllister announced upcoming employee events and activities. Economic Development Manager/Successor Agency Staff Alex Kung reported on potential grant opportunities for businesses. He further announced the cancellation of the Oversight Board to the Successor Agency meeting until September. Deputy City Attorney Zaynah Moussa provided an update on existing litigation regarding Bruce Malkenhorst. Page 8 of 9 Regular City Council Meeting Minutes July 1, 2014 City Administrator Mark Whitworth reported on various city activities and updates. Senior Strategic Policy Advisor and Director of Communications Advisor Fred MacFarlane provided an update on grand opening of the artificial turf soccer field at Salt Lake Park. Mayor McCormick commended Police Chief Daniel Calleros on his efforts to procure a contract with the City of Maywood in order to provide police services to Maywood. CLOSED SESSION With no public comment on the closed session items, at 11:55 a.m., it was moved by Davis and seconded by Maisano to go into closed session to discuss the items listed under closed session. Motion carried, 4-0. 1 . CITY COUNCIL CONFERENCE WITH LABOR NEGOTIATORS Government Code Section 54957.6 Agency Designated Representatives: Mark Whitworth, Teresa McAllister, and Paul Coble Employee Organizations: Vernon Police Officers' Benefit Association, Vernon Police Management Association, Vernon Firemen's Association, Vernon Fire Management Association, Teamsters Local 911, and International Brotherhood of Electric Workers Local 47. 2 . PUBLIC EMPLOYMENT Government Code Section 54957(b)(1) Title: City Attorney At 1:27 p.m., the City Council exited closed session. Deputy City Clerk Ana Barcia announced that there is no reportable action. With no further business, at 1:28 p.m., Mayor McCormick adjourned the meeting. W. Michael McCormick Mayor ATTEST: Ana Barcia Deputy City Clerk Page 9 of 9 MINUTES OF THE REGULAR CITY COUNCIL MEETING OF THE CITY OF VERNON HELD TUESDAY, JULY 15, 2014, IN THE COUNCIL CHAMBER OF THE CITY HALL LOCATED AT 4305 SANTA FE AVENUE, VERNON, CALIFORNIA MEMBERS PRESENT: McCormick, Davis, Maisano, Ybarra, and Martinez MEMBERS ABSENT: None The meeting was called to order at 9:00 a.m. by Mayor McCormick; Angel Chaidez of Salesian High School led the flag salute. CHANGES TO THE AGENDA Mayor McCormick announced that there are no changes to the agenda. PUBLIC COMMENT Mayor McCormick announced that this was the time allotted for public comment, and inquired whether anyone in the audience wished to address the City Council. He noted that the public would be given an opportunity to comment on items on the posted agenda during Council deliberation. Mark Aarvig of Samas Capital provided information on the firm and promoted the services. Aarvig introduced contractor Psomas FMG representative Michael Beverly. Beverly reported on projects in the area. Southeast activist Sandra Orozco commented on Maywood's decision to continue police services through the Los Angeles County Sheriff's Department. PRESENTATIONS 1. Personnel Matters - Service Pin Awards June 2014 Anniversary Employee Name Job Title Years 1. Richard Recano Electric Operator 30 2. Vincent Rodriguez Project Engineer 30 3. Todd Hewett Fire Captain 25 4. Rory Moore Fire Captain 25 5. Mark Whitworth City Administrator 25 6. Elizabeth Zepeda Administrative Assistant 10 7. Aaron Cass Firefighter/Paramedic 5 8. David Kawasaki Firefighter/Paramedic 5 9. Jeff Schauster Firefighter/Paramedic 5 10. Manuel Vasquez Firefighter/Paramedic 5 Human Resources Director Teresa McAllister reported on the years of service for those present. Mayor McCormick presented the service pins. Those that could not attend were acknowledged for their years of service. CONSENT CALENDAR It was moved by Davis and seconded by Maisano to approve the matters listed under the Consent Calendar, as presented and under one motion. Motion carried, 5-0. Claims Against the City (to be received and filed) 2. None. Regular City Council Meeting Minutes July 15, 2014 Minutes 3. Minutes of the Special and Regular City Council Meeting held June 3, 2014, to be received and filed. 4. Minutes of the Special City Council Meeting held June 12, 2014, at 7:45 a.m. to be received and filed. 5. Minutes of the Special City Council Meeting held June 12, 2014, at 8:00 a.m. to be received and filed. Warrant Registers 6. Approval of City Payroll Warrant Register No. 697, totaling $2,486,915.08,which covers the period of June 1, through June 30,2014, and consists of the following: a. Ratification of direct deposits, checks and taxes totaling $1,851,506.44; and b. Checks and electronic fund transfers totaling $635,408.54. 7. Approval of City Warrant Register No. 1404,totaling $534,006.01,which covers the period of June 24, through July 7, 2014, and consists of the following: a. Ratification of wire transfers totaling $317,062.06; and b. Ratification of the issuance of early checks totaling $126,848.15; and c. Authorization to issue pending checks totaling $90,095.80. 8. Approval of Light& Power Warrant Register No. 369, totaling $2,389,675.91, which covers the period of June 24, through July 7, 2014, and consists of the following: a. Ratification of wire transfers totaling $2,240,536.65; and b. Ratification of the issuance of early checks totaling $99,853.38; and c. Authorization to issue pending checks totaling $49,285.88. 9. Approval of Gas Warrant Register No. 157, totaling $2,388,142.59,which covers the period of June 24, through July 7, 2014, and consists of the following: a. Ratification of wire transfers totaling $2,373,555.10; and b. Ratification of the issuance of early checks totaling $14,587.49. Fire Department 10. Activity Report for the period of June 1, through June 15, 2014, to be received and filed. 11. Activity Report for the period of June 16, through June 30, 2014, to be received and filed. 12. Adoption of Updated Job Descriptions for Classifications Represented by the City of Vernon Firemen's Association. Recommendation: (1) Find that approval of the proposed job descriptions are exempt under the California Environmental Quality Act ("CEQA") in accordance with Section 15061(b)(3), the general rule that CEQA only applies to projects that may have an effect on the environment; and (2) Adopt the attached job descriptions for classifications represented by the City of Vernon Firemen's Association effective July 1, 2014, and incorporate them into the Citywide Classification Plan,pursuant to the recommendations of the citywide classification study conducted by Public Sector Personnel Consultants. Page 2 of 8 Regular City Council Meeting Minutes July 15, 2014 Gas and Electric Department 13. Authorization to execute the Base Contract with Noble Americas Gas & Power Corp. for Sale and Purchase of Natural Gas (the"NAESB Contract"). Recommendation: (1) Find that the requested approval is exempt under the California Environmental Quality Act("CEQA") in accordance with CEQA Guidelines Section 15301(b), the general rule that CEQA only applies to projects that may have an effect on the environment; and (2) Authorize the Director of Gas & Electric to execute the North American Energy Standards Board("NAESB") contract by and between the City of Vernon ("City") and Noble Americas Gas &Power Corp. ("NAGP") in substantially the same form as attached to the staff report, for the purpose of buying and selling natural gas to or from NAGP, in compliance with the general terms established in the agreement. It is further recommended that the City Council find that,pursuant to Vernon Municipal Code § 2.17.12(A)(6), competitive bidding is not required because these are contracts for gas and/or electrical power for the city's power utility, and that it would be commercially unreasonable to procure the gas or electricity through standard bidding or request for proposal procedures. Health and Environmental Control Department 14. June 2014 Monthly Report, to be received and filed. Police Department 15. Activity Log and Statistical Summary of Arrest and Activities for the period of June 16, through June 30, 2014, to be received and filed. Public Works,Water and Development Services Department 16. Building Department Report for the month of June 2014, to be received and filed. 17. Amendment No. 1 to the existing Services Agreement between the City of Vernon and Interwest Consulting Group for On Call Building Plan Check and Inspection Services. Recommendation: (1) Find that Amendment No. 1 renewing the existing Services Agreement between the City of Vernon and Interwest Consulting Group, for a period of one year, for On Call Building Plan Check and Inspection Services, is exempt under the California Environmental Quality Act ("CEQA") in accordance with(a) CEQA Guidelines Section 15061(b)(3), the general rule that CEQA only applies to projects that may have an effect on the environment and(b) CEQA Guidelines Section 15268, because the proposed Amendment No. 1 involves the issuance of building permits which is a ministerial action; and (2) Approve Amendment No. 1 renewing the existing Services Agreement between the City of Vernon and Interwest Consulting Group, for a period of one year, for On Call Building Plan Check and Inspection Services. As revised, the contract would expire, effective July 1, 2015 18. Approval of Amendment No. 1 to the existing Services Agreement between the City of Vernon and Jason Addison Smith Consulting Services dba JAS Pacific for On Call Building Plan Check and Inspection Services. Recommendation: (1) Find that Amendment No. 1 renewing the existing Services Agreement between the City of Vernon and Jason Addison Smith Consulting Services dba JAS Pacific, for a period of one year, for On Call Building Plan Check and Inspection Services, is exempt under the California Environmental Quality Act("CEQA") in Page 3 of 8 Regular City Council Meeting Minutes July 15, 2014 accordance with (a) CEQA Guidelines Section 15061(b)(3), the general rule that CEQA only applies to projects that may have an effect on the environment and(b) Guidelines Section 15268, because the proposed Amendment No.1 involves the issuance of building permits which is a ministerial action; and (2) Approve Amendment No. 1 renewing the existing Services Agreement between the City of Vernon and Jason Addison Smith Consulting Services dba JAS Pacific, for a period of one year, for On Call Building Plan Check and Inspection Services. As revised, the contract would expire, effective July 1, 2015. NEW BUSINESS Administration Department 19. Resolution No. 2014-44 -A Resolution of the City Council of the City of Vernon appointing Hema P. Patel to serve as the City Attorney of the City of Vernon and approving and authorizing the execution of a related employment agreement. Recommendation: (1) Find that the approval of the proposed resolution is exempt under the California Environmental Quality Act("CEQA") in accordance with Section 15061(b)(3), the general rule that CEQA only applies to projects that may have an effect on the environment; and (2) Adopt the resolution appointing Hema P. Patel to serve as the City Attorney of the City of Vernon effective July 21, 2014, and approving and authorizing the execution of an at-will employment agreement, in substantially the same form as submitted. Human Resources Director Teresa McAllister provided the oral staff report on the proposed employment agreement. It was moved by Davis and seconded by Ybarra to approve Resolution No. 2014-44. Motion carried, 5-0. Deputy City Clerk Ana Barcia administered the Oath of Office to newly appointed City Attorney Hema Patel. 20. Ratification of items related to the International Brotherhood of Electrical Workers Local 47 ("IBEW"): (1) Resolution No. 2014-45 -A Resolution of the City Council of the City of Vernon approving the Memorandum of Understanding by and between the City of Vernon and the International Brotherhood of Electrical Workers Local 47 for the period of July 1,2014 through June 30, 2016. (2) Resolution No. 2014-46 -A Resolution of the City Council of the City of Vernon amending Exhibit A of Resolution No. 2013-57 regarding the compensation, costs and benefits of its employees ("Citywide Personnel and Salary Resolution") (Amendment No. 10) Recommendation: (1) Find that approval of the proposed resolutions report are exempt under the California Environmental Quality Act (CEQA) in accordance with Section 15061(b)(3), the general rule that CEQA only applies to projects that may have an effect on the environment. (2) Adopt the attached resolution approving the Memorandum of Understanding by and between the City of Vernon and the IBEW for the period of July 1, 2014 through June 30, 2016. (3) Adopt the attached resolution amending Exhibit A of the Citywide Personnel and Salary Resolution effective June 29, 2014, implementing the changes set forth in the 2014-2016 Memorandum of Understanding between the City of Vernon and IBEW. Page 4 of 8 Regular City Council Meeting Minutes July 15, 2014 Director of Human resources Teresa McAllister provided the staff report on the two proposed resolutions. City Administrator Mark Whitworth acknowledged staff s efforts in the negotiation process. John Baca of IBEW thanked McAllister for her work in the negotiation process. It was moved by Martinez and seconded by Ybarra to approve Resolution No. 2014-45 and Resolution No. 2014-46. Motion carried, 5-0. 21. Ratification of items related to the Vernon Fire Management Association ("VFMA"): (1) Resolution No. 2014-47-A Resolution of the City Council of the City of Vernon approving the Memorandum of Understanding by and between the City of Vernon and the Vernon Fire Management Association for the period of July 1, 2014 through June 30, 2016. (2) Resolution No. 2014-48 -A Resolution of the City Council of the City of Vernon amending Exhibit A of Resolution No. 2013-57 regarding the compensation, costs and benefits of its employees ("Citywide Personnel and Salary Resolution") (Amendment No. 11). Recommendation: (1) Find that approval of the proposed resolutions are exempt under the California Environmental Quality Act("CEQA") in accordance with Section 15061(b)(3), the general rule that CEQA only applies to projects that may have an effect on the environment; and (2) Adopt the resolution approving the Memorandum of Understanding by and between the City of Vernon and the VFMA for the period of July 1, 2014 through June 30, 2016; and (3) Adopt the resolution amending Exhibit A of the Citywide Personnel and Salary Resolution effective June 29, 2014, implementing the changes set forth in the 2014-2016 Memorandum of Understanding between the City of Vernon and VFMA. Human resources Teresa McAllister provided the oral staff report on the proposed resolutions. It was moved by Maisano and seconded by Davis to approve Resolution No. 2014-47 and Resolution No. 2014-48. Motion carried, 5-0. Finance Department 22. Amendment No. 1 to the existing services agreement between the City of Vernon and Vasquez & Company LLP for professional auditing services for fiscal years 2013 -2015. Recommendation: (1) Find the proposed Amendment No. 1 is exempt under the California Environmental Quality Act("CEQA") in accordance with Section 15061 (b)(3), the general rule that CEQA only applies to projects that may have an effect on the environment; and (2) Approve Amendment No. 1 to the services agreement between the City of Vernon and Vasquez & Company LLP ("Vasquez") for professional auditing services for fiscal years 2013 —2015 (the "Agreement"), in substantially the same form as submitted with the staff report, for the purpose of performing an internal controls review that will assist in identifying potential fraud risks and mitigating controls that could impact City operations. This contract amendment will increase the compensation amount for fiscal year 2014-2015 by $20,000, for a grand total of $118,159.00 for fiscal year 2014 - 2015. Page 5 of 8 Regular City Council Meeting Minutes July 15, 2014 Finance Director William Fox provided the oral staff report on the proposed amendment. It was moved by Ybarra and seconded by Martinez to approve Amendment No. 1 to the existing services agreement with Vasquez & Company, LLP for professional auditing services for fiscal years 2013-2015. Motion carried, 5-0. Human Resources Department 23. Adoption of City of Vernon Personnel Policies and Procedures, Testing, Certification, and Eligibility Lists (I-3) (revised), Family and Medical Leave Policy V-4 (updated), and General Leave Policy V-5 (new). Recommendation: (1) Find that approval of the proposed personnel policy and procedures is exempt under the California Environmental Quality Act ("CEQA") in accordance with Section 15061(b)(3), the general rule that CEQA only applies to projects that may have an effect on the environment; and (2) Adopt the Personnel Policy and Procedures: Testing, Certification, and Eligibility Lists I-3 (revised), Family and Medical Leave Policy V-4 (updated) and General Leave Policy V-5 (new), and incorporate them into the Personnel Policies and Procedures Manual; and (3) Authorize the City Administrator and the Director of Human Resources to execute and distribute the above-referenced policy to all employees. Human Resources Director Teresa McAllister presented on the proposed personnel policies. It was moved by Maisano and seconded by Martinez to adopt Personnel Policies and Procedures I-3, V-4, and V-5. Motion carried, 5-0. ORDINANCES 24. Ordinance No. 1223 -An Ordinance of the City Council of the City of Vernon adding Article XXI to Chapter 2 of the Vernon municipal code to establish the Vernon Business and Industry Commission and to specify the membership and duties of said Commission (second reading). Recommendation: (1) Find that approval and subsequent adoption of the proposed ordinance establishing the Vernon Business and Industry Commission is exempt under the California Environmental Quality Act ("CEQA") in accordance with Section 15061(b)(3), the general rule that CEQA only applies to projects that may have an effect on the environment; and (2) Adopt the ordinance establishing the Vernon Business and Industry Commission and specifying the membership and duties of said Commission. Mayor McCormick announced the proposed ordinance by title. Deputy City Administrator Kristen Enomoto advised that there have been no changes to the ordinance since the first reading. The City received positive feedback on the proposed, no official public comment was received. It was moved by Davis and seconded by Ybarra to adopt Ordinance No. 1223. A roll-call vote was taken: -Councilmember Martinez, yes -Councilmember Ybarra, yes -Councilmember Maisano, yes -Mayor Pro Tem Davis, yes -Mayor McCormick, yes Motion to adopt Ordinance No. 1223 carried, 5-0. Page 6 of 8 Regular City Council Meeting Minutes July 15, 2014 25. Ordinance No. 1224 -An Ordinance of the City Council of the City of Vernon, California, amending Sections 16.15, 16.16 and 16.17 of Article I, Chapter 16 of the Vernon Municipal Code to assign speed limits on certain streets and to repeal all ordinances or parts of ordinances in conflict therewith (first reading). Recommendation: (1) Find that adoption of the Ordinance is exempt from the California Environmental Quality Act("CEQA") in accordance with Class 1, Section 15301(c) of the CEQA Guidelines, California Code of Regulations, Title 14. Projects exempted under Class 1, Section 15301(c), consist of the operation, repair, or minor alteration of existing highways, streets, sidewalks, gutters,bicycle and pedestrian trails, and similar facilities involving negligible or no expansion of use; and (2) Hold the first reading of the proposed Ordinance amending Sections 16.15, 16.16 and 16.17 of Chapter 16, Law Enforcement, of the Vernon Municipal Code. Mayor McCormick introduced the proposed ordinance by title. Director of Public Works, Water and Development Services Kevin Wilson provided the oral staff report on the proposed ordinance. It was moved by Maisano and seconded by Davis to approve the first reading of Ordinance No. 1224. Motion carried, 5-0. ORAL REPORTS 26. City Administrator Reports—brief reports on activities and other brief announcements by the City Administrator and Department Heads. Police Chief Daniel Calleros reported on officers' response to recent incidents. He reported on the City's participation in the auto loan program with the AAA Automobile Club. Captain Michael Gillman announced that there is no vandalism to report. Mayor McCormick and Mayor Pro-tem Davis reported on vandalism that they have observed in the City. Fire Chief Michael Wilson reported on recent Fire Department activities, training, and responses to incidents. Wilson announced that the Department has a new intern. Director of Public Works, Water and Development Services Kevin Wilson reported on the City's application for a planning grant from the Metropolitan Transportation Authority. Wilson also noted the increase in construction activity for private development. Director of Gas and Electric Carlos Fandino reported on two recent power outages. Finance Director William Fox reported on certain bond requirements that the City will need to undertake. Fox also reported on the need for long range budgeting and financial requirements review. Director of Health and Environmental Control Leonard Grossberg provided an update on Exide Technologies. Human Resources Director Teresa McAllister reported on the employee information meeting. Economic Development Manager/Successor Agency Staff Alex Kung provided a reminder on the cancellation of the Oversight Board to the Successor Agency meetings until September. Kung reported on the City's submission for the Los Angeles County Economic Development Corporation Most Business Friendly City Award. Kung also reported on the potential for work force development for Vernon businesses through grants. Senior Strategic Policy Advisor and Director of Communications Advisor Fred MacFarlane reported on the Vernon Directory release by the Vernon Chamber of Commerce. Page 7 of 8 Regular City Council Meeting Minutes July 15, 2014 City Administrator Mark Whitworth announced upcoming community events, including the ribbon cutting ceremony for the artificial turf soccer field at Salt Lake Park. 27. City Council Reports—brief report on activities, announcements, or directives to staff. On behalf of the City Council, Mayor McCormick welcomed new City Attorney Hema Patel. CLOSED SESSION With no public comment on the closed session items, at 10:20 a.m., it was moved by Maisano and seconded by Martinez to go into closed session to discuss the items listed under closed session. Motion carried, 5-0. 28. CONFERENCE WITH LEGAL COUNSEL -EXISTING LITIGATION (1) Government Code Section 54956.9(d)(1) Ortiz v. Los Angeles County Metropolitan Transportation Authority, et al. Los Angeles County Superior Court Case No. BC525587 29. CITY COUNCIL CONFERENCE WITH LABOR NEGOTIATORS Government Code Section 54957.6 Agency Designated Representatives: Mark Whitworth, Teresa McAllister, and Paul Coble Employee Organizations: Vernon Police Officers' Benefit Association, Vernon Police Management Association, Vernon Firemen's Association, Vernon Fire Management Association, Teamsters Local 911, and International Brotherhood of Electric Workers Local 47. At 11:05 a.m., it was moved by Martinez and seconded by Davis to exit closed session. Motion carried, 5-0. Deputy City Attorney Zaynah Moussa announced that there was no reportable action. With no further business, at 11:05 a.m., Mayor McCormick adjourned the meeting. W. Michael McCormick Mayor ATTEST: Ana Barcia Deputy City Clerk Page 8 of 8 Or RECEIVED 5 ; JUL 3 0 2014 *ncryyetr Kaoys}e� CITY ADMINISTRATION RECEIVED STAFF REPORT JUL 3 12014 FINANCE/TREASURY DEPARTMENT CITY CLERK'S OFFICE DATE: July 29, 2014 TO: Honorable Mayor and City Council FROM: William Fox, Finance Director RE: Ratification of the City Warrant Registers for City Council Agenda of August 5, 2014 It is recommended that the ratification of the following warrant registers to record the following voided checks be considered at the City Council meeting of August 5, 2014. 1. City Warrant Register No. 1403 to record voided Check No. 344615 in the amount of$150.00 issued 07/01/14 to Maywood Car Wash. 2. City Warrant Register No. 1399 to record voided Check No. 344002 in the amount of$75.00 issued 04/29/14 to County Clerk, County of L.A. 3. City Warrant Register No. 1398 to record voided Check No. 343858 in the amount of $440.00 issued 04/15/14 to Aaron Cass. CITY OF VERNON ACCOUNTS PAYABLE CHECK N0, 344615 . .. INVOICEN1J OM DATE P.O.NUVBER . Desc?IPTIon DIWOUNT AMOUNT 060514 06/05/2014 011.0009848 DETAIL INTERIOR 8 EXTERIOR 0.00 150.00 VC) V,: I H 03 C) v�] I q --1 �23 i� 1 "0 PLEASE DETACH BEFORE DEPOSITING PAYABLE THROUGH + +++r ? City of Vernon EAST WEST BANK 2090 HUNTINGTON DR,2ND FLOOR 16.7056 4305 Santa Fe Ave SAN MARINO,CA 91108 s22o Vernon,CA 90058 VENOM (323)583-8811 NUMBER DATE NUMBER CHECKAMOUNT: 000870 07/01/2014 344515 150.00 PAY One Hundred Fifty Dollars and No Cents TO THE MAYWOOD CAR WASH ORDER 4535 SLAUSON AVE. OF MAYWOOD, CA 90270 ,. L0lPl y COPY COPY COPY COPY CITY OF VERNON ACCOUNTS PAYABLE CHECK NO. 344002 .. .a• aia4ru1pIJ61Y . R�.. ..T�f.�. :, T6'I :. . ..x' 'y1L1M8 � `k�...7":i... ... ....r'io� �:N nl: glPr 042114 04/21/2014 NOTICE OF EXEMPTION 0.00 75.00 +, — 4 - '5/fp /I Vo I I� p I D I,irl ITANI 123 K) a4-V 12-3 i t-p 76.00 PLEASE DETACH BEFORE DEPOSITING PAYA9LE TWCU(W . • a City of Vernon 2000HUNTW6TONeDR.. ND FLOOR ]�29 4305 Santa Fe Ave SAN MARINO,CA 01IDS 5220 Vernon,CA 90058 (323)583-8811 rt;r,>�fi 000916 04/29/2014 344002 75.00 PAY Seventy Five Dollars and No Cents TO THE COUNTY CLERK, COUNTY OF L.A. ORDER ENVIRONMENTAL FILINGS OF 12400 E. IMPERIAL HWY, RM 1101 �� .— NORWALK, CA 90650 ii,,0 34400 2iN 1: 3 2 20 70 38 LI: 1303627133116 NO. 343858 ITY OF VERNON ACCOUNTS PAYABLE CHECK pT AAM167JNT pgBCR7PTHON 7 C1CS'NuMHeR . .WF P.U.NUMBER ra.00 Z50.00 031414 03/14/2014 EDUCATION ASSISTANCE PROGRAM 0 00 194 0Q 121213 12/12/2013 EDUCATION ASSISTANCE PROGRAM I ©t o ew I 440.00 PLEASE DETACH BEFORE DEPOSITING PAYABLE THROUGH • ��* City of Vernon EAST WEST 2000 HUNTINGTON OR.. FLOOR 1 72038 4305 Santa Fe Ave SAN MARINO.CA 0110E Vernon,CA 90058 VENDOR — (323)583-8811 NuMBeR DATE NlA'WBEA CHECK AMOUNT . 004320 04/15/2014 343858 440.00 n.. PAY Four Hundred Forty Dollars and No Cents TO THE AARON CASS ' ' " " `'9/`r 1 " �.e 4 ORDER RECEIVED of V� JUL 3 01014 CITY ADMIN STRATION �`�eer tNoa / RECEIVED STAFF REPORT JUL 3 12014 FINANCE/TREASURY DEPARTMENT CITY CLERK'S OFFICE DATE: July 29, 2014 TO: Honorable Mayor and City Council FROM: William Fox, Finance Director oj RE: Ratification of the Light and Power Warrant Registers for City Council Agenda of August 5, 2014 It is recommended that the ratification of the following warrant registers to record the following voided checks be considered at the City Council meeting of August 5, 2014. 1. Light and Power Warrant Register No. 365 to record voided Check No. 510738 in the amount of $45.58 issued 05/01/14 to Maryam Farajzadeh. CITY OF VERNON,LIGHT 8 POWER ACCOUNTS PAYABLE CHECK NO. 510738 INVOICE NUMBER DATE P.O.NUMBER CESCRIPTM 00MUNT AMOUNT 013014 01/30/2014 EXPENSE REIMBURSEMENT 0,00 32.48 013014(B) 01/30/2014 EXPENSE REIMBURSEMENT 0.00 13,10 Vo I 't-D �AfJF �� 1 A !vl 1iD N f tfW\, Stb 2 Qaq maoy 6 A 45.58 PLEASE DETACH BEFORE DEPOSITING PAYABLE THROUGH • ••• City of Vernon-Light&Power EAST WEST BANK r 4305 Santa Fe Ave 2090 HUNTINGTON DR,2ND FLOOR 14243Q Vernon,CA 90058 SAN MARINO,CA 01108 3220 CHECK ' 323 583-8811 Q °; ( ) R DATE NUMSFR CHECK AMOUNT 003564 05/01/2014 510738 45.58 n. PAY Forty Five Dollars and Fifty Eight Cents TO THE MARYAM FARAJZADEH ORDER OF RECEIVED JUL 3 0 2014 ` W CITY ADMINISTRATION e RECEONIFn JUL 31 2014 STAFF REPORT CITY CLERK'S OFFICE FINANCE/TREASURY DEPARTMENT DATE: July 29, 2014 TO: Honorable Mayor and City Council FROM: William Fox, Finance Director RE: City Warrant Register for City Council Agenda of August 5, 2014 It is recommended that the attached City Warrant Register No. 1405 be approved at the City Council meeting of August 5, 2014. City Warrant Register No. 1405 totals $2,316,638.77, and covers claims and demands presented during the period of July 8 through July 28, 2014, drawn, or to be drawn, from East West Bank. The following list details the components of City Warrant Register No. 1405: 1. Ratification of wire transfers totaling $1,421,176.32; 2. Ratification of the issuance of early checks totaling $627,965.22, and 3. Authorization to issue pending checks totaling $267,497.23. OIF VAR I � CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 rrS r' I hereby certify that claims and/or demands included in above listed warrant This is to certify that the claims or demands covered by the above listed register have been audited for accuracy and availability of funds for warrants have been audited by the City Council of the City of Vernon and payments and that said claims and/or demands are accurate and that the that all of said warrants are approved for payments except Warrant funds are available for payments thereof. Numbers: William Fox Finance Director Date: Printed:7/29/2014 3:40:11 PM Page 2 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 WIRES ACCOUNT DATE WIRE VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT WATER REPLENISHMENT 020.1084.500110 168,944.52 Groundwater Production 043014 987 DISTRICT 07/0 712014 168,944.52 PARS 011.1031 502020 240,250.37 Supplementary Retirement Plan 053014 988 011A033.502020 299,184.86 Supplementary Retirement Plan 053014 988 07/10/2014 539,435.23 CENTRAL BASIN MWD 020.1084.500130 15,962.10 Capacity Charge VERMAY14 989 020.1085,500130 11,784.85 Capacity Charge VERMAY14 989 07/10/2014 27,746.95 NIELSEN, MERKSAMER, 011.1002 596200 1,682.50 Professional Services 70114 990 PARRINELLO 07/11/2014 1,682.50 EAST WEST BANK 011 1033.520000 6.53 Supplies 061814 991 011.1033.520000 583.60 Supplies 061814 991 011.1033.590000 291.50 Repairs 061814(B) 991 011.1002.596500 495.50 Airfare 061814(C) 991 011.1001 596500 495.50 Airfare: Staff 061814(C) 991 011.1001 596500 500.00 Registration: Staff 061814(C) 991 011.1002 520000 108.99 Supplies 061814(C) 991 011.1043.596700 270.00 Seminar: Staff 061814(D) 991 011.1049.520000 165.51 Supplies 061814(D) 991 011.9019.560010 16.73 Conference Calls 061814(E) 991 011.9019 520010 -205.00 Duplicated Charge/Refund 061814(E) 991 Printed 7/2912014 3 40 11 PM Page 3 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 WIRES ACCOUNT DATE WIRE VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT EAST WEST BANK 011.1031,596700 500.00 Registration 061814(F) 991 011.4031.540000 489.40 Supplies 061814(F) 991 011.1033,520000 131.06 Supplies 061814(G) 991 011.1033.560000 91.00 Subscription 061814(H) 991 011.1033.596700 64.98 Training 061814(H) 991 011.1060.596500 200.48 Lodging: Staff 061814(1) 991 011.1060 596550 95.00 Membership Dues 061814(1) 991 011.1061 596550 25.00 Membership Dues 061814(I) 991 011.1060 596700 49.00 Registration: Staff 061814(1) 991 011.1060,596550 100.00 Renewal Fees 061814(1) 991 011.1060.596700 33.59 Supplies 061814(I) 991 011,1004.520000 320.07 Interest Charges 061814(J) 991 011.1004.520000 35.00 Late Fee 061814(J) 991 011.1048 520000 -31.59 Merchandise Return 061814(J) 991 011.1048.520000 246.22 Supplies 061814(J) 991 011.1024.596700 50000 Registration: Staff 061814(K) 991 011.1031.596500 88494 Lodging: Staff 061814(L) 991 011.1026 596700 25489 Luncheon 061814(M) 991 011.1026.594200 38000 Registration: Staff 061814(M) 991 Oil.1026 520000 182.99 Supplies 061814(N) 991 011.1003.520000 66.16 Supplies 061814(0) 991 07/17/2014 7,347.05 MAYER BROWN LLP 011.1002.596200 12,457 50 Independent Reform Monitor 34819564 992 Printed:7129/2014 3-40:11 PM Page 4 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 WIRES ACCOUNT DATE WIRE VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT 07/24/2014 12,457.50 iCMA RETIREMENT TRUST 457 011.210220 23,684.38 Deferred Compensation: Payment Ben174954 993 07/10/2014 23,684.38 CALPERS 011.210240 278,863.52 PERS Contributions: Payment Ben174956 994 011.210240 232.50 PERS Survivor's Benefit: Payment Ben174956 994 011.210240 1,684.12 PERS Buy-back: Payment Ben174956 994 011 1031.502020 -92.82 PERS Adjustment: Uniform Pay not Ben174956 994 011.1004 502020 -0.15 PERS Contributions: Adjustment Ben174956 994 07/14/2014 280,687.17 CITY OF VERNON, FSA ACCOUNT 011.100013 709.21 FSA- Dependent: Payment Ben174960 995 011.100013 309.19 FSA-Medical: Payment Ben174960 995 07/10/2014 1,018.40 STATE DISBURSEMENT UNIT 011.210260 2,986.39 Child Support: Payment Ben174962 996 07/17/2014 2,98639 ICMA RETIREMENT TRUST 457 011.210220 23,613.21 Deferred Compensation: Payment Ben175142 997 07/28/2014 23.613,21 CALPERS 011.210240 325,609.82 PERS Contributions: Payment Ben175144 998 011.210240 234.36 PERS Survivor's Benefit: Payment Ben175144 998 011.210240 1,684.12 PERS Buy-back: Payment Ben175144 998 011,1031.502020 92.82 PERS Adjustment: Uniform Pay not Ben175144 998 020.1084.502020 516.21 PERS Adj: PERS Amount of EE Check Ben175144 998 Printed:7129/2014 3:40:11 PM Page 5 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 WIRES ACCOUNT DATE WIRE VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT CALPERS 020.1084.502020 -613.83 PERS Adj: PERS Amount of EE Check Ben175144 998 Voided 011.1004.502020 -0.13 PERS Contributions: Adjustment Ben175144 998 07/28/2014 327,523.37 CITY OF VERNON, FSA ACCOUNT 011.100013 709.21 FSA-Dependent: Payment Ben175146 999 011.100013 309.19 FSA-Medical: Payment Ben175146 999 07/24/2014 1,018.40 STATE DISBURSEMENT UNIT 011.210260 3,031.25 Child Support: Payment Ben175148 1000 07/28/2014 3,031.25 TOTAL WIRES $ 1,421,176.32 Printed:7/29/2014 3:40:11 PM Page 6 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT AEGIS ITS, INC. 011.1043.590000 1,890.92 Preventative Maintenance 8558 344733 011 1043.590000 1,427.36 Rolling Report 8616 344733 07/08/2014 3,318.28 CALIFORNIA WATER SERVICE CO. 011.1043.560000 50.31 Service Period:05123-06123 062414 344734 07/08/2014 50.31 CELESTINO CHAVEZ 011 1031.596500 81.16 FTO Update 061814 344735 011 1031.596700 30.00 FTO Update 061814 344735 07/08/2014 111 16 CHEVRON AND TEXACO 011 1031.570000 563.90 Fuel Charges 41556839 344736 BUSINESS 07/08/2014 563.90 ERIN EDWARDS 011 1025 520000 10 00 Notary Expense Claim# 131571 070714 344737 07/08/2014 10.00 INSIGHT PUBLIC SECTOR, INC 011 1060.520000 5,162.29 Materiai#: ME898LL/A- 051414VRS 011.0009805 344738 011.1060.520000 110.39 Material#- MD836LUA- 051414VRS 011.0009805 344738 011 1060.520000 110.39 Material: MD818ZM/A-- 051414VRS 011.0009805 344738 011.1060 520000 458.71 Material: K97110US- 051414VRS 011.0009805 344738 011.1060.520000 126.21 Material: K39358US- 051414VRS 011.0009805 344738 011 1060 520000 519.68 Material: S4738LL/A-- 051414VRS 011.0009805 344738 0111060.520000 21,00 EWR 051414VRS 011.0009805 344738 011 1060.520000 537.12 Sales Tax 051414VRS 344738 07/08/2014 7,045.79 Printed 7/29/2014 3 40 11 PM Page 7 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT ITRON, INC. 011.9019.590110 5,160.47 Itron MVRS Hardware and Software 334824 011.0009676 344739 Annual 011.9019.590110 8,030.96 Itron MV90 Software Annual Maintenance 335001 011.0009677 344739 07/08/2014 13,191.43 LEVEL 3 COMMUNICATIONS, LLC 057.1057.500173 7,191.70 Fiber Optic Dedicated Internet Service 34972037 057.0000026 344740 057.1057.500173 905.50 Amount to cover monthly fees and taxes 34972037 057.0000026 344740 07/08/2014 8,097.20 NAPA AUTO PARTS 011.1046 520000 1,464.38 Auto Parts- 060214VRS 011.0009115 344741 07/08/2014 1,464.38 SOUTHERN CALIFORNIA EDISON 011.1043.560000 77.00 Service Period:05/15-06/16 061714 344742 07/08/2014 77.00 THOMPSON INFORMATION 011 1026.596600 496.99 Family&Medical Leave Handbook 070114 344743 SERVICES 07/08/2014 496.99 UPS 011.1041.520000 47.33 Service Period: 06/14 933312254 344744 011.1033.520000 9.83 Service Period: 06/14 9333312244 344744 011.1041.520000 61.43 Service Period: 06/14 9333312244 344744 011.1043.520000 3.12 Service Period:06114 9333312244 344744 07/08/2014 121.71 VERONICA AVENDANO 011.1026.596200 18.98 Mileage Reimbursement 070314 344745 07/08/2014 18.98 AARON CASS 011.1026.596800 25000 Tuition Reimbursement 031414 344746 Printed:7/29/2014 3 40:11 PM Page 8 of 37 CITY OF VERNON WARRANT REGISTER NO. 1406 AUGUST 5, 2014 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT AARON CASS 011.1026.596800 190.00 Tuition Reimbursement 121213 344746 07/10/2014 440.00 CALIFORNIA CONSULTING, LLC 011 1002.596200 6,019 99 Grant Writing Services 176 344747 07/10/2014 6,019.99 DELTA FIRE PROTECTION CORP 011.1049.590000 480 00 Annual monitoring for fire protective 74236 011.0009911 344748 07/10/2014 480.00 DIVISION OF THE STATE 011.200235 108.60 Fee Report for SB1186-2nd Qtr 063014 344749 07/10/2014 108.60 FRED MACFARLANE 011 1002.596200 13,000.00 Strategic Communications 063014 344750 07/10/2014 13,000.00 HECTOR MORENO 011.1048.530015 201.82 Reimb/Possessory Interest Tax- 070914 344751 07/10/2014 201.82 SANDRA D. BINGMAN 011.210260 2,000.00 Garnishment: Payment Ben174948 344752 07/10/2014 2,000.00 SOUTHERN CALIFORNIA EDISON 011 1043.560000 38.36 Service Period: 05/30-06/30 070114 344753 07/10/2014 38.36 STAPLES ADVANTAGE 011 1060.520000 313.64 Office Supplies-- 062114VRS(B) 011.0009890 344754 011.1060.520000 28.23 Sales Tax 062114VRS(B) 344754 011 1031.520000 180.17 Office Supplies- 3234655164 011.0009889 344754 011.1031.520000 16.22 Sales Tax 3234655164 344754 Printed:7/2912014 3:40:11 PM Page 9 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT STAPLES ADVANTAGE 011.1033.520000 185.27 Office Supplies— 3234655167 011.0009891 344754 011.1033.520000 16.67 Sales Tax 3234655167 344754 011.1003.520000 369.59 Office Supplies— 3234655172 011.0009888 344754 011.1003.520000 33.26 Sales Tax 3234655172 344754 07/10/2014 1,143.05 TRITECH SOFTWARE SYSTEMS 011.9019.590110 61,213.03 Software Support IVC4003589 344755 07/10/2014 61,213.03 VERNON FIREMEN'S 011.210250 3,215,00 Fire House Fund: Payment Ben174950 344756 ASSOCIATION 07/10/2014 3,215.00 ASSOCIATION VERNON POLICE 011.210250 1,937.45 Police Association Member Dues: Ben174946 344757 OFFI Payment 07/10/2014 1,937.45 CALIFORNIA BUILDING 011.1041.595200 379.80 Permit Valuation Fees 063014 344758 STANDARDS 07/15/2014 379.80 CALIFORNIA WATER SERVICE CO. 011.1033.560000 102.48 Service Period: 05/23-06/23 062414(B) 344759 07/15/2014 102.48 COUNTY OF LOS ANGELES DEPT. 011.1004.596200 8,183.28 LAFCO Costs Fy 14-15 062714 344760 07/15/2014 8,183.28 DEPARTMENT OF CONSERVATION 011.1041.595200 807.96 Strong Motion 04/01 -06/30 063014 344761 07/15/2014 807.96 Printed:7/29/2014 3:40:11 PM Page 10 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT ECS IMAGING, INC., 011.9019.860000 30,000 00 Laserfiche Named Full User with 10153 011.0009897 344762 011,9019.860000 6,000.00 Laserfiche Advanced Audti Trail with 10153 011.0009897 344762 011.9019.860000 6,000.00 Laserfiche Web Acces 10153 011.0009897 344762 Oil.9019.860000 1,500.00 Laserfiche Digital Signatures 10153 011.0009897 344762 011.9019.860000 2,990.00 LF Connector 10153 011.0009897 344762 011.9019.860000 6,000.00 Laserfiche Named Full User with 10153 011.0009897 344762 011.9019.860000 1,200 00 Laserfiche Advanced Audit Trail with 10153 011.0009897 344762 011.9019.860000 1,200.00 Laserfiche Web Access LSAP 10153 011.0009897 344762 011.9019.860000 300.00 Laserfiche Digital Signature LSAP 10153 011.0009897 344762 011 9019,860000 598.00 LF Connector LSAP 10153 011.0009897 344762 07/15/2014 55,788.00 FEDEX 011.1003.520000 46.48 Service Period:07114 270719149(B) 344763 07/15/2014 46.48 MAYWOOD MUTUAL WATER CO. 011.1033.560000 157.50 Service Period: 06114 070114 344764 NO. 3 07/15/2014 157.50 PIC ENVIRONMENTAL SERVICE 011.1023.900000 3,125.00 OU2 Industrial Parcels 15166 344765 CORP 07/15/2014 3,125.00 PLUMBING & INDUSTRIAL SUPPLY 011.1049.520000 118.30 Plumbing Supplies— S1139189.001 011.0009108 344766 07/15/2014 118.30 UPS 011.1041.520000 31.01 Service Period: 06114 933312264(B) 344767 Printed 7/29/2014 3:40 11 PM Page 11 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT 07/15/2014 31.01 CALOLYMPIC SAFETY 020.1084.520000 177.00 Bitrex fit test kit, #0102 326630 011.0009641 344768 020.1084.520000 8.88 Threshold screening solution Bitrex 6 326630 011.0009641 344768 020.1084 520000 888 Fit test solution Bitrex,6/box,#0504. 326630 011.0009641 344768 020.1084.520000 0.67 Alcohol wipes, 10/unit,#730 326630 011.0009641 344768 020.1084.520000 1759 Sales Tax 326630 344768 07/17/2014 213.02 DAVID LeDUFF 011.1060.596500 23,52 Emergency Response 070714 344769 07/17/2014 23.52 EASTERN GROUP PUBLICATIONS 020.1084.550000 18750 Publication Fees 42547 344770 INC 07/17/2014 187.50 JEREMY CROSS 011.1026.596800 98500 Tuition Reimbursement 070914 344771 011.1026.596800 1,215.00 Education Assistance Program 070914(B) 344771 07/17/2014 2,200.00 KRONICK, MOSKOVITZ, 011.1023.900000 6,878.03 Legal and related services to assist 271541 011.0008633 344772 TIEDEMANN 011.1041.593200 171.77 Legal and related services to assist 272002 011.0008633 344772 07/17/2014 7,049.80 PARAGON TACTICAL, INC. 011.1031.520000 140.00 Gel-forming powder for rubber media 1152 011 0009724 344773 011.1031.520000 1260 Sales Tax 1152 344773 07/17/2014 152.60 Printed:712g/2014 3 40 11 PM Page 12 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT POWER DESIGN 011.9019.590110 1,700.00 Annual Preventative Maintenance 40526 344774 07/17/2014 1,70000 SOUTHERN CALIFORNIA EDISON 011.1042.560000 236.24 Service Period: 06/14 070914 344775 07/17/2014 236.24 UNIVERSAL LASER A GDC 011.9019.590110 75.00 Maintenance&Services 4056194IN 344776 COMPANY 011.9019.590110 259,22 Maintenance& Repairs 4074169IN 344776 011.9019.590110 75.00 Maintenance& Repairs 4074181IN 344776 011 9019,590110 27992 Maintenance& Repairs 4074185IN 344776 011.9019.590110 293.00 Maintenance& Repairs 4074191IN 344776 07/17/2014 982.14 FOLSOM LAKE FORD 011.4031.840000 59,384.00 2014 Ford Interceptor Utility Model- 070814VRS 011.0009594 344777 011.4031.840000 17.50 CALIFORNIA TIRE FEE 070814VRS 011.0009594 344777 011 4031.840000 5,344.56 Sales Tax 070814VRS 344777 07/22/2014 64,746 06 HERNDON RECOGNITION CO. 011.1026.596900 4,261.78 Service Pins 91041 344778 07/22/2014 4,261.78 L.B. JOHNSON HARDWARE CO.#1 011.1046.520000 17.63 Hardware Supplies- 060314VRS(B) 011.0009102 344779 011.1049.520000 8976 Hardware Supplies— 060314VRS(B) 011.0009102 344779 07/22/2014 107.39 THOMPSON INFORMATION 011.1026.596600 536.99 Fair Labor Standards Act Handbook 070114(8) 344780 SERVICES Pnnted:7/2W2014 3:40:11 PM Page 13 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.Q.# ISSUED NUMBER AMOUNT 07/22/2014 536.99 VERNON CHAMBER OF 011.1002.550000 5.250.00 37th Annual Golf Tournament 071714 344781 COMMERCE 011.1002.550000 21,798.91 Business& Industrial Directories 5393 344781 07/22/2014 27,048.91 WAXIE SANITARY SUPPLY 011.120010 364.14 E=co-Bowl Clip- Mango, 12 per box-6 070714VRS 011.0009878 344782 011.120010 45.60 WAXIE Spray Bottles, 24 oz., part 070714VRS 011.0009878 344782 011.120010 4200 WAXIE Trigger Sprayer, 22 -32 oz., 070714VRS 011.0009878 344782 011.120010 365.94 The Wave 2.0 Urinal Deodorizer-Mango, 070714VRS 011.0009878 344782 011.120010 278.04 WAXIE Mango Plus Liquid Microbes- 12 070714VRS 011.0009878 344782 011.120010 230.84 #32 Standard Economical Cotton Mop- 070714VRS 011.0009878 344782 12 011.120010 1,130.70 1996 Kleenline White 2-ply Bath Tissue 070714VRS 011.0009878 344782 011.120010 230.16 Clean & Soft White No Touch Roll Towel 070714VRS 011.0009878 344782 011.120010 241.87 Sales Tax 070714VRS 344782 07/22/2014 2,929.29 WHITE CAP CONST. SUPPLY 011.120010 1,084.25 Building Materials— 10001881501 011.0009116 344783 07/22/2014 1,084.25 AEGIS ITS, INC_ 011.1043.590000 1,890.92 Preventative Maintenance 7014 344784 011.1043.590000 2,53947 Rolling Report 7079 344784 07/24/2014 4,430.39 BRUCE V.MALKENHORST, SR. 011.1026.502031 68.63 Medical Reimbursements 072214 344785 Printed:7129/2014 3 40 11 PM Page 14 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT 07/24/2014 68.63 COLONIAL SUPPLEMENTAL INS 011.210230 1,294.07 Supplemental Ins-07/14 77136470701142 344786 07/24/2014 1,294.07 CURRENT WHOLESALE ELECTRIC 011.1049.520000 561.11 Electrical Supplies- 061114VRS 011.0009103 344787 07/24/2014 561.11 JEMMOTT ROLLINS GROUP, INC 011.1021.797000 10,000.00 Professional Services JUN14 344788 07/24/2014 10,000.00 L.B. JOHNSON HARDWARE CO.#1 011.1043.520000 1062 Hardware Supplies- 663888 011.0009102 344789 011.1033.520000 27.78 Plumbing and building hardware- 665838 011.0009958 344789 07/24/2014 38.40 METLIFE-GROUP BENEFITS 011.1001.502030 256.94 Coverage Period:07/14 070114 344790 011.1002.502030 412.83 Coverage Period:07/14 070114 344790 011.1003.502030 231.91 Coverage Period: 07/14 070114 344790 011.1004.502030 465.81 Coverage Period: 07/14 070114 344790 011.1015.502030 644.65 Coverage Period: 07/14 070114 344790 011.1016.502030 97.64 Coverage Period: 07/14 070114 344790 011.1024.502030 463.82 Coverage Period: 07/14 070114 344790 011.1026.502030 309.57 Coverage Period: 07/14 070114 344790 011.1026.502031 4,710.44 Coverage Period: 07/14 070114 344790 011.1031.502030 4,844.47 Coverage Period: 07/14 070114 344790 011.1033.502030 7,402.60 Coverage Period:07/14 070114 344790 Printed:7/29/2014 3:40:11 PM Page 15 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT METLIFE- GROUP BENEFITS 011 1040 502030 282.90 Coverage Period: 07/14 070114 344790 011 1041.502030 500.79 Coverage Period: 07/14 070114 344790 011 1043 502030 1,498.51 Coverage Period: 07/14 070114 344790 011 1046 502030 451.79 Coverage Period: 07/14 070114 344790 011 A 047.502030 658.67 Coverage Period: 07/14 070114 344790 011.1049.502030 412.74 Coverage Period: 07/14 070114 344790 011.1060.502030 846.35 Coverage Period: 07114 070114 344790 011.9019.502030 516.80 Coverage Period: 07/14 070114 344790 020.1084.502030 1,166.22 Coverage Period: 07/14 070114 344790 011.150199 4,036.91 Coverage Period: 07114 070114 344790 07/24/2014 30,212.36 NEWPORT HUNTINGTON MED 011.1026,502031 16.03 Medical Expense:V. Malkenhorst 060114 344791 GRP 07/24/2014 16.03 SAMARITAN IMAGING CENTER 011.1026 502031 27.27 Medical Expense: V. Malkenhorst 053114 344792 07/24/2014 2727 SANDRA D BINGMAN 011.210260 2,000.00 Garnishment: Payment Ben175134 344793 07/24/2014 2,000.00 SOUTH COAST Q.M.D. 011.1033.590000 217.86 Annual Operating Fees 071514VRS 344794 011.1033 590000 1,35471 Operating Fees 071514VRS(B) 344794 07/24/2014 1,572.57 SULLY-MILLER CONTRACTING CO. 011.1043.900000 45,856.50 Street Improvements 1 344795 Printed:7/29/2014 3 40,11PM Page 16 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT SULLY-MILLER CONTRACTING CO. 011.1043 900000 112,441.05 Street Improvements 2 344795 011.1043 900000 31,350.00 Street Improvements 2 344795 011.1043 900000 57,000.00 Street Improvements 2 344795 07/24/2014 246,647 55 THE PIN CENTER 011.1026.596700 470.00 Lapel Pins 714086 344796 07/24/2014 470.00 UNIVERSAL LASER A GDC 011.9019.520010 543.02 Printer Supplies 4061547IN 344797 COMPANY 011.9019.520010 539.77 Printer Supplies 4062541 IN 344797 011.9019.520010 26317 Printer Supplies 4062771IN 344797 011.9019.520010 220.57 Printer Supplies 4070616IN 344797 011.9019.520010 521.37 Printer Supplies 4073060IN 344797 011.9019.520010 599.48 Printer Supplies 4073681IN 344797 011.9019.520010 87.19 Printer Supplies 4073784IN 344797 011.9019.520010 806.60 Printer Supplies 4073785IN 344797 011.9019 520010 1,299.38 Printer Supplies 4075457IN 344797 011.9019.520010 87.73 Printer Supplies 44073783IN 344797 07/24/2014 4,96828 VERNON FIREMEN'S 011.210250 3,21500 Fire House Fund: Payment Ben175136 344798 ASSOCIATION 07/24/2014 3,215.00 ASSOCIATION VERNON POLICE 011.210250 1,937.45 Police Association Member Dues: Ben175132 344799 OFFI Payment Printed:7/2912014 3740:11PM Page 17 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT 07/24/2014 1,937.45 DISH NETWORK 011.5031.560000 43.00 Service Period: 07/14 071114 344800 07/29/2014 43.00 EASTERN GROUP PUBLICATIONS 011.1031.520000 162.50 Notice of Public Hearing for 42579 011.0009833 344801 INC 07/29/2014 162.50 FEDEX 011.1003.520000 50.14 Service Period: 07/14 271406314(B) 344802 011.1026.520000 237.50 Service Period: 07/14 271406314(B) 344802 07/29/2014 287.64 HERNDON RECOGNITION CO. 011.1026.596900 743.01 Service Pins 90222 344803 011.1026.596700 2,000.00 Service Pins 90222 344803 07/29/2014 2,743.01 KRONICK, MOSKOVITZ, 011.1041.593200 7,266.43 Legal and related services-- 271246 011.0008633 344804 TIEDEMANN 011.1023.900000 2,965.57 Legal and related services- 271246 011.0008633 344804 07/29/2014 10,232.00 MAYWOOD CAR WASH 011.1031.570000 14.00 Car and Truck Washing Services- 489(B) 011.0009189 344805 07/29/2014 14.00 THE GAS COMPANY 011.1033.560000 363.08 Service Period: 07/14 071514VRS 344806 011.1048.560000 24.35 Service Period: 07/14 071514VRS 344806 07/29/2014 387.43 Printed:7/29/2014 3:40:11PM Page 18 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT UPS 011.1041.520000 36.02 Service Period: 07/14 933312274 344807 011.1041.520000 36.78 Service Period: 07/14 933312284 344807 07/29/2014 72.80 TOTAL EARLY CHECKS $ 627,965.22 Printed:7/29/2014 3:40:11PM Page 19 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT 25TH STREET RECYCLING, INC. 020.1084.520000 31.61 Crush base materials- 81918 011.0009128 344808 31.61 ABSOLUTE VICTORY INSIGNIA 011.4031 540000 4,097.95 Badges 140701201439851 344809 4.097.95 ADRIANA RAMOS 011.1033 502030 224 95 Vision Benefits: Spouse 070814 344810 224.95 ADVANCED ELECTRONICS, INC. 011 1036 596200 1,315.00 Maintenance&Repairs 141020IN 344811 1,315.00 ADVANCED VISION CARE 011.1031.502030 245 00 Vision Benefits 070214 344812 OPTOMETRY 011.1031.502030 200.00 Vision Benefits 070214(B) 344812 445.00 AICPA 011.1004.596700 259.78 Accounting Workshop: M Higa 61207705 344813 259.78 ALL WEATHER ROOFING 011 1048.590000 8,900.00 Repairs 8 Maintenance 140225 344814 8,900.00 AMERIPRIDE UNIFORM SERVICES 011.1043.540000 393.01 Uniform Rental 060514VRS 344815 011.1046.540000 109.30 Uniform Rental 060514VRS 344815 011,1047.540000 52.92 Uniform Rental 060514VRS 344815 011.1049.540000 83.24 Uniform Rental 060514VRS 344815 020.1084 540000 249.92 Uniform Rental 060514VRS 344815 Printed 7/29/2014 3:40 11 PM Page 20 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 6, 2014 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT 888.39 ANTHONY M FISH 011.1026.596800 540.58 Tuition Reimbursement 062114 344816 540.58 ATHENS INSURANCE SERVICES, 011.1026.594200 6,193.33 Monthly Fees IVC7708 344817 INC 6,193.33 A-THRONE CO., INC. 011 1043.520000 118.71 Portable Restroom Rental 431416 344818 118.71 BATTERY SYSTEMS INC 011.1046.520000 415.05 Vehicle batteries, alternators and 060914VRS 011.0009109 344819 415.05 LLP BURKE, WILLIAMS AND 011.1024.593200 200.00 Professional Services 178525 344820 SORENS 200.00 BURRO CANYON SHOOTING PARK 011.1031.594200 120 00 SHOOTING RANGE USAGE- 7214C 011.0009928 344821 120.00 CAINE&WEINER COMPANY, INC. 011.1033.596200 42.00 Professional Services 337848 344822 42.00 CAL TECH COPIER, INC. 011.9019 590110 962.79 Repairs& Maintenance CT50835 344823 011 9019.590110 215.09 Repairs& Maintenance CT50836 344823 1,177.88 CALIF. DEPT. OF PUBLIC HEALTH 011.1060.596550 240 00 Recertification Fee-- 052114 344824 Printed:712912014 3:40:11 PM Page 21 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT 240.00 CALIFORNIA FRAME&AXLE 011.1046.520000 1,099.11 Front end repair and alignment— 060514VRS 011.0009110 344825 1,099.11 CALIFORNIA MUNICIPAL 011.1004.596550 155.00 Membership Fees 072214 344826 155.00 ASSOCIATION CALIFORNIA 020.1084.596550 1,507.00 Water Utility Association Membership 1939(B) 344827 MUNICIP 1,507.00 CAMINO REAL CHEVROLET 011.1046.520000 148.79 Auto parts for cars and trucks.— 38154 011.0009104 344828 148.79 CBIZ VALUATION GROUP, LLC 011.1025.595200 1,700.00 Vendor to provide analysis that will be 53102 011.0009771 344829 1,700.00 CCCA 011.1040.596500 18.50 City Manager Meeting 1584 344830 18.50 CCDEH 011.1060.596550 750.00 Membership Dues: L. Grossberg 10157 344831 011.1060.596550 352.00 Membership Dues: D. Leduff 10207 344831 1,102.00 CLEANSTREET, INC. 011.1043.590000 9,199.72 Sweeper Service 74798 344832 9,199.72 CLINICAL LAB OF SAN 020.1084.596200 1,283.00 Water Sampling Services 936807 344833 BERNARDINO Printed:7/29/2014 3:40:11 PM Page 22 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 PRINTED CHECKS _ ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT 1,283.00 COLANTUONO, HIGHSMITH & 011.1024.593200 2,245.00 ADV. Jurupa Avenue 27241 344834 2,245.00 CONSOLIDATED DISPOSAL 011.1033.520000 202.28 Disposal Service 063014VRS 344835 SERVICE 011 1043.596200 922.94 Disposal Service G63014VRS 344835 0 11.1048.596200 50.57 Disposal Service 063014VRS 344835 011.1049 596200 174.44 Disposal Service 063014VRS 344835 1,350.23 CRAIG WELDING SUPPLY CO. 011.1047 520000 200.06 Welding Supplies 601241 011.0009105 344836 200.06 CRUM OPTOMETRIC GROUP 011.1033.502030 200.00 Vision Benefits 062614 344837 20000 CYBERNETICS STORAGE 011.9019 860000 6,749.00 Cybernetics iSAN-1116 configured per 786515 011.0009873 344838 ENGINEER 011,9019.860000 2,038.00 item#RDI.SSD.512GA-- 786515 011.0009873 344838 011.9019.860000 4,344.00 8 Hard Drives 60OGB SAS, 15K-- 786515 011 0009873 344838 011.9019.860000 1,956.00 6 Hard Drives 2TB SAS 7.2K-- 786515 011.0009873 344838 011.9019.860000 205.00 Item#isAN-1100ruc— 786515 011.0009873 344838 011.9019.860000 392.00 Freight 786515 011.0009873 344838 15,684.00 DANIEL KIMES 011.1033.502030 20000 Vision Benefits: Spouse 070114 344839 Pnnled 7/29/2014 3 40 11 PM Page 23 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT DANIEL KIMES 011 1033.502030 150.00 Vision Benefits: Child 070114(B) 344839 35000 DELI_MARKETING L.P. 011 1061 520000 859.93 Dell Precision M4800 CTO Base XJDP49PT3 011.0009759 344840 011.1061.520000 333.00 Dell Precision M4800 CTO Base XJDP49PT3 011.0009759 344840 011 1061.520000 4.00 Environmental Fee XJDP49PT3 011.0009759 344840 0111061,520000 77.37 Sales Tax XJDP49PT3 344840 011 1061.520000 3,770.96 OptiPlex 9020 Mini Tower configured as XJDPTI MK1 011.0009796 344840 060 6060 520000 4,508.06 OptiPlex 9020 Mini Tower configured as XJDPTI MK1 011.0009796 344840 011 1060.520000 205.64 OptiPlex 9020 Mini Tower configured as XJDPTI MK1 011 0009796 344840 011 1061 520000 1,248.00 OptiPlex 9020 Mini Tower configured as XJDPTIMKI 011.0009796 344840 060 6060.520000 1,49194 OptiPlex 9020 Mini Tower configured as XJDPTI MK1 011.0009796 344840 011.1060 520000 68.06 OptiPlex 9020 Mini Tower configured as XJDPTI MK1 011.0009796 344840 011 1061.520000 339.40 Sales Tax XJDPTIMKI 344840 060.6060.520000 405.74 Sales Tax XJDPT1 MK1 344840 011.1060.520000 18.49 Sales Tax XJDPTIMKI 344840 011.9019.520010 3,355.36 Dell 23 Monitor- XJFCN14J3 011.0009892 344840 011,9019.520010 4,194.20 Dell 23 Monitor- XJFCN14J3 011.0009892 344840 011.9019.520010 5,871.88 Dell 23 Monitor XJFCN14J3 011.0009892 344840 011.9019.520010 1,677.68 Dell 23 Monitor- XJFCN14J3 011.0009892 344840 011.9019.520010 1,677.68 Dell 23 Monitor, XJFCN14J3 011.0009892 344840 011.9019,520010 64.00 State Environmental Fee for display 15 XJFCN14J3 011.0009892 344840 011.9019 520010 80.00 State Environmental Fee for display 15 XJFCN14J3 011.0009892 344840 011.9019.520010 112.00 State Environmental Fee for display 15 XJFCN14J3 011.0009892 344840 Printed 7/2912014 3:40:11 PM Page 24 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT DELL MARKETING L P. 011.9019.520010 32.00 State Environmental Fee for display 15 XJFCN14J3 011.0009892 344840 011.9019.520010 32.00 State Environmental Fee for display 15 XJFCN14J3 011.0009892 344840 011.9019.520010 217.69 Dell 24 Monitor- P2414H (320-9794) XJFCN14J3 011.0009892 344840 011.9019 520010 272.11 Dell 24 Monitor-P2414H (320-9794) XJFCN14J3 011 0009892 344840 011,9019.520010 38095 Dell 24 Monitor-P2414H (320-9794) XJFCN14J3 011.0009892 344840 011.9019.520010 108.84 Dell 24 Monitor-P2414H (320-9794) XJFCN14J3 011 0009892 344840 011.9019.520010 108.85 Dell 24 Monitor-P2414H (320-9794) XJFCN14J3 011.0009892 344840 011.9019.520010 3.20 State Environmental Fee for display 15 XJFCN14J3 011.0009892 344840 011.9019.520010 4.00 State Environmental Fee for display 15 XJFCN14J3 011.0009892 344840 011.9019.520010 5.60 State Environmental Fee for display 15 XJFCN14J3 011 0009892 344840 011.9019.520010 1.60 State Environmental Fee for display 15 XJFCN14J3 011.0009892 344840 011.9019.520010 1.60 State Environmental Fee for display 15 XJFCN14J3 011.0009892 344840 011.9019.520010 321.57 Sales Tax XJFCN14J3 344840 011.9019.520010 401.97 Sales Tax XJFCN14J3 344840 011.9019.520010 562.75 Sales Tax XJFCN14J3 344840 011.9019.520010 160.79 Sales Tax XJFCN14J3 344840 011.9019.520010 160.79 Sales Tax XJFCN14J3 344840 33,139.70 DEWEY PEST CONTROL 011.1033.520000 102.00 Pest Control Service 072814VRS 344841 102.00 FIRE APPARATUS SOLUTIONS 011.1033.570000 963 18 Maintenance& Repairs 8761 344842 011.1033,570000 482.81 Maintenance& Repairs 8870 344842 Printed 712912014 3,40 11PM Page 25 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT FIRE APPARATUS SOLUTIONS 011 1033.570000 1,885.20 Maintenance& Repairs 8872 344842 011.1033.570000 6,926.36 Maintenance& Repairs 8873 344842 011 1033.570000 183.63 Maintenance& Repairs 8874 344842 011.1033.570000 507.12 Maintenance&Repairs 8875 344842 011 1033.570000 1,462.19 Maintenance& Repairs 8876 344842 011.1033.570000 1,767.82 Maintenance& Repairs 8877 344842 011 1033.570000 520.28 Maintenance& Repairs 8878 344842 011.1033.570000 457.95 Maintenance& Repairs 8879 344842 011 1033.570000 957.79 Maintenance& Repairs 8880 344842 011.1033.570000 1,16196 Maintenance& Repairs 8881 344842 011.1033.570000 1,199.73 Maintenance& Repairs 8882 344842 011.1033.570000 623.01 Maintenance& Repairs 8883 344842 011.1033.570000 53.56 Maintenance& Repairs 8884 344842 011.1033.570000 103.02 Maintenance& Repairs 8885 344842 19,255.61 FLEMING ENVIRONMENTAL, INC , 011.1049.590000 4,050.00 Fuel Storage/Dispenser Maintenance- 9881 011.0009094 344843 4,050.00 FORENSIC NURSE RESPONSE 011 1031 594200 730.00 SART Exam 61214 344844 TEAM 730.00 GARVEY EQUIPMENT COMPANY 011.1046 520000 23.11 Lawn equipment parts& services.— 73336 011.0009106 344845 23.11 Printed 7/29/2014 3:40 11 PM Page 26 of 37 CITY OF VERNON WARRANT REGISTER NO. 1406 AUGUST 5, 2014 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT GATEWAY CITIES 011.1043.596200 10,000.00 710 Corridor EIRIEIS Report 062614 344846 10,000.00 GAUTIER LAND CO. 095,5095 400900 13,649.88 Refund Parcel Tax- 071514(B) 344847 13,649.88 GAUTIER LAND CO. 095.5095.400900 5,971.72 Refund Warehouse Parcel Tax- 071514 344848 5,971.72 GAUTIER LAND CO 095.5095.400900 108.00 Refund Parcel Tax- 071514(C) 344849 108.00 GEOSPATIAL TECHNOLOGIES, 011.9019.590110 4,700.00 Crime Map Software 15389 344850 INC 4,700.00 HD SUPPLY WATERWORKS, LTD., 020.1084.520000 380.04 Water Distribution Products-- 061814VRS 011.0009113 344851 011.120010 85000 Blue Spring-Lok Heat Stamped: City of C082880 011.0009642 344851 011.120010 850.00 Grey Spring-Lok Heat Stamped: City of C082880 011.0009642 344851 011.120010 850.00 Black Spring-Lok Heat Stamped: City of C082880 011.0009642 344851 011.120010 229.50 Sales Tax C082880 344851 3,159.54 HDL SOFTWARE, LLC 011.9019.590110 3,434.67 Code Endorcement Software 96341N 344852 3,434.67 HOME DEPOT CREDIT SERVICES 011.1048.520000 66250 Tools and plumbing hardware- 060314VRS 011.0009145 344853 011.1049.520000 2,970,79 Tools and plumbing hardware- 060314VRS 011 0009145 344853 Printed 7/2912014 3 40:11 PM Page 27 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT HOME DEPOT CREDIT SERVICES 011.1033.520000 605.15 Small tools&plumbing hardware- 060514VRS 011.0009100 344853 011.1043.520000 104.88 Tools and plumbing hardware- 060914VRS 011.0009144 344853 011.1049.520000 35.92 Tools and plumbing hardware- 060914VRS 011.0009144 344853 011.120010 898.05 Tools and plumbing hardware- 061214VRS 011.0009143 344853 020.1084.520000 438.22 Tools and plumbing hardware- 061714VRS 011.0009142 344853 5,71551 HUNTINGTON PARK RUBBER 011.1041.520000 104.45 N28 X-Stamper(Black Ink)- 061714VRS 011.0009874 344854 STAMP 011.1041.520000 104.45 N28 X-Stamper(Black Ink)- 061714VRS 011.0009874 344854 011.1043.520000 104.45 N28 X-Stamper(Black Ink)- 061714VRS 011.0009874 344854 011.1040.520000 43.65 N16 X-Stamper(Black Ink)- 061714VRS 011.0009874 344854 011.1043.520000 148.05 T5460A TRODAT 5460 Dater(Black Ink)- 061714VRS 011.0009874 344854 011.1043.520000 44.13 T5440A TRODAT 5440 Dater(Black Ink) 061714VRS 011.0009874 344854 011.1043.520000 37.95 T5430ATRODAT Dater(Black Ink)- 061714VRS 011.0009874 344854 011.1040.520000 15.95 MS01A Custom Molding Stamp- 061714VRS 011.0009874 344854 011.1041.520000 18.81 Sales Tax 061714VRS 344854 011.1043.520000 30.12 Sales Tax 061714VRS 344854 011.1040.520000 5.37 Sales Tax 061714VRS 344854 657.38 IGNACIO ESTRADA 011.1031.502030 151.00 Vision Benefits 062614 344855 151.00 INSIGHT PUBLIC SECTOR, INC 011.9019.520010 4,953.56 Microsoft Surface Pro 3- 12"-Core i5 1100373438Z 011.0009896 344856 Printed:7/29/2014 3:40:11 PM Page 28 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT INSIGHT PUBLIC SECTOR, INC 011.9019.520010 393.56 Microsoft Surface Pro Type Cover- 1100373438Z 011.0009896 344856 011.9019.520010 120.52 Microsoft Surface Ethernet adaptor- 1100373438Z 011.0009896 344856 011.9019.520010 227.08 Microsoft Arc Touch Mouse-Surface 1100373438Z 011.0009896 344856 011.9019.520010 12.00 EW R 1100373438Z 011.0009896 344856 011.9019,520010 512.53 Sales Tax 1 1 003 734 38Z 344856 6.219.25 INTER-VALLEY POOL SUPPLY 020.1084.500140 2,480.99 Chlorine 062014VRS 344857 2,480.99 INVESTIGATIVE POLYGRAPH 011.1031,596200 175.00 Polygraph Service 122 344858 SERV. 175.00 JASON McEACHRAN 011.1033.502030 10.00 Vision Benefits 071614 344859 10.00 JASON ROSA 011.1026.596800 225.00 Tuition Reimbursement 052314 344860 225.00 JONATHAN SUDDUTH 011.1026.596800 191.00 Tuition Reimbursement 062514 344861 191.00 JSB FIRE PROTECTION, LLC 011.1033.595200 1,668.29 Maintenance Services 14206 344862 1,668.29 KENNEDY NAMEPLATE CO. 011.1060.520000 1,138.50 2015 Vehicle Certification Stickers— 071514VRS 011.0009894 344863 011.1060.520000 102.47 Sales Tax 071514VRS 344863 Printed 7/2912014 3.40 11 PM Page 29 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT 1,240.97 KIETH BURKHART, OD 011.1033.502030 225.00 Vision Benefits: Child 070714 344864 225.00 LANGUAGE LINE SERVICES, INC. 011.1031.594200 13.20 Over the phone Interpretation 3394550 344865 13.20 LEIU-LAPD/MAJOR CRIMES DIV 011.1031.596550 595.00 Membership Fees: J.Winegar 14175 344866 595.00 LEWIS BRISBOIS BISGAARD& 011 1024.593200 1,558.64 Ortiz, Yisel v City of Vernon 1349133 344867 011.1024.593200 495.00 AFA Investment 1351133 344867 2,053.64 LIEBERT CASSIDY WHITMORE 011.1024.593200 10,393.40 Malkenhorst Breach of Complaint 179266 344868 011.1024.593200 9,410.30 CALPERS Administrative Appeal 182155 344868 19,803.70 LOPEZ& LOPEZ TIRE SERVICE 011 1046.520000 904.88 Tires&Repairs— 060214VRS 011.0009107 344869 904.88 MANDELL MUNICIPAL 011.1024.593200 2,162.00 Legal Services 061914 344870 COUNSELING 011.1024.593200 2,317.56 Legal Services 071514 344870 4,479.56 MARKLEY TECHNOLOGIES 011.9019.590110 3,720.00 City-wide Email Security Subscription 5897 344871 Printed:7/29/2014 3:40:11 PM Page 30 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT 3,720.00 MAYWOOD CAR WASH 011.1043.570000 28.00 Car Wash Service- 501 011.0009172 344872 011.1046.570000 150.00 Car Wash Service-- 501 011.0009172 344872 020.1084.570000 21.00 Car Wash Service- 501 011.0009172 344872 011,1031.570000 280.00 Car and Truck Washing Services- 504 011.0009189 344872 479.00 MELVYN GREEN&ASSOCIATES, 011.1041.595200 1,719.75 Plan Check Services 13666 344873 INC 1,719.75 MUELLER SYSTEMS, LLC 011,120010 2,760.00 2"Hersey Water Meter), part#WOPN101. 2877648 011.0009856 344874 011.120010 24840 Sales Tax 2877648 344874 3,008.40 NEHA 011.1060.596550 95.00 Membership Fees: L. Johnson 071814 344875 95.00 NEWBASIS 011.120010 2.110.00 24"X 36"X 24"deep boxes with 20K 449592 011.0009883 344876 011.120010 130.00 Freight 449592 011.0009883 344876 011.120010 184.63 Sales Tax 8.75 449592 344876 2,424.63 NORMAN A.TRAUB ASSOCIATES 011.1031.59620❑ 3,120.00 Investigator Services 14058(B) 344877 3,120.00 NORTH STAR ELECTRONICS, LLC 011.4031.570000 150.00 Code 3 Torus Dual Red/Blue Mirror Front 1503 011.0009834 344878 Printed:7/29/2014 3 40 11 PM Page 31 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT NORTH STAR ELECTRONICS, LLC 011.4031.570000 132.00 Code 3 Rear Deck Light LED Amber/Blue 1503 011.0009834 344878 011.4031.570000 545.00 Item No. federal u180k: Undercover 1503 011.0009834 344878 011.4031.570000 215.00 100w Speaker 1503 011.0009834 344878 011 4031.570000 312.00 Item No. CODE 3 HB915W: Hide A Blast 1503 011.0009834 344878 011.4031.570000 177.80 New Trex Code 3 LEDs for Grill Lights 1503 011.0009834 344878 011 4031.570000 65.00 Miscellaneous Materials Charge- 1503 Oil 0009834 344878 011.4031.570000 935.00 Labor Charge for installation of 1503 011.0009834 344878 011 4031.570000 185.00 Installation Charge for radio single 1503 011.0009834 344878 011.4031.570000 55.00 Coax and whip(Custom Stubb Antenna)- 1503 011.0009834 344878 011.4031.570000 148.66 Sales Tax 1503 344878 2,920.46 NORTHERN SAFETY 011.1061.520000 58.45 Hand and Surface Cleaning Towels-- 071414VRS Oil 0009899 344879 011.1061.520000 44.28 Saline Personal Eye Wash Products- 071414VRS 011.0009899 344879 011.1061.520000 24.00 Antibacterial Hand Sanitizer-- 071414VRS 011.0009899 344879 011.1061.520000 76.30 V-Guard Full Brim Hard Hat with 071414VRS 011.0009899 344879 011.1061.520000 275.96 Sketchers Work Oxfords Steel Toe- 071414VRS 011.0009899 344879 011.1061.520000 98.25 GOJO Fast Wipes- 071414VRS 011.0009899 344879 011.1061.520000 14.58 Sqwincher paper cup sleeves-- 071414VRS 011 0009899 344879 011.1061.520000 62.59 Freight 071414VRS 011.0009899 344879 654.41 NXKEM PRODUCTS LLC Oil 120010 269.28 Tire Dressing, -- 1072923 011.0009861 344880 Oil A 20010 45.36 Freight 1072923 011.0009861 344880 Printed 7/2912014 140:11PM Page 32 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT 314.64 PCI 011 1043.590000 4,925.00 Repairs&Maintenance 16410 344881 4,925.00 PETCO ANIMAL SUPPLIES INC. 011.1031.520000 192.32 Canine Pet Food&Supplies- OA054496 011.0009196 344882 192.32 PLUMBING& INDUSTRIAL SUPPLY 011.1049.520000 573.01 Plumbing Supplies- S1140445001 011.0009108 344883 573.01 POSITIVE LAB SERVICE 011.1048.596200 157.50 Lab Service 49676 344884 157.50 PURE WATER SCIENCE, LLC 011.1049 520000 2,426.34 Water System Rental 22400 344885 2,426.34 REGISTRAR-RECORDERICOUNTY 011.1003.596300 533.14 Election Fees 142155 344886 CLK 533.14 RELIABLE ICE EQUIPMENT, INC. 011.1049.590000 276.80 Repairs& Maintenace 42453 344887 276.80 RICHARD P. GUESS M.D , INC. 011.1033.596200 3,750.00 Medical Director Fees 070414 344888 3,750.00 RICHARDS, WATSON &GERSHON 011.1024.593200 187.50 LA MS4 Permit Petition 195657 344889 011.1024.593200 1,416.00 LA MS4 Permit Petition 196716 344889 Printed:7/29/2014 3:40:11 PM Page 33 or 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT 1,603.50 SANSONE LAW FIRM 011.1043.596200 1,944.00 Telecommunication Matters- 1012 057.0000039 344890 1,944.00 SANTA FE BUILDING 011.1049.590000 6,591.07 Janitorial Services 12998 344891 MAINTENANCE 6,591.07 SECRETARY OF STATE 011.1003.596550 20.00 VHPS Statement of Information 070814 344892 20.00 SO. CAL LAND MAINTENANCE, 011.1049.590000 2,491.86 Maintenance Services 3236 344893 INC 2,491.86 THE LIGHTHOUSE INC 011.1046.520000 113 83 Auto parts and electrical supplies- 48901 011.0009140 344894 113.83 THOMSON REUTERS 011.4031.520000 845.40 Information Charges 829891347 344895 845.40 TOWN CENTER OPTOMETRY 011.1031.502030 195.00 Vision Benefits 071614 344896 195.00 TYLER TECHNOLOGIES, INC. 011.9019.590110 750.00 Business License Reports 45110896 344897 011.9019.590110 2,43700 Professional Services 45111388 344897 011.9019.595210 3,00000 Eden will create a category for AP 45112490 011.0009783 344897 011.9019.595210 75000 Eden will create a category for AP 45112490 011.0009783 344897 Printed 712912014 3:40:11 PM Page 34 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT 6,937.00 U.S. HEALTHWORKS MEDICAL 011.1026.597000 274.00 Pre-Employment Physicals 2520756CA 344898 GROUP 011.1026.597000 199.00 DOT/Physicals 2524464CA 344898 011.1026.597000 105.00 Pre-emoployment Physicals 2528018CA 344898 578.00 UNITED SITE SERVICES 011.1023.596200 204.72 Fencing rental and maintenance— 1142055191 011.0009098 344899 011.1023.596200 140.89 Fence rental and Maintenance— 1142055192 011.0009097 344899 345.61 VASQUEZ&COMPANY, LLP 011.1004.595200 3,000.00 Professional Services 2014653IN 344900 3,000.00 VINCENTA. RODRIGUEZ 011.1043.502030 75.00 Vision Benefits: Child 071614 344901 75.00 VULCAN MATERIALS COMPANY 020.1084.520000 378.62 Asphalt 061614VRS 344902 378.62 WALTERS WHOLESALE ELECTRIC 011.1049.520000 573.61 Electrical Supplies— 062014VRS 011.0009112 344903 CO. 020.1084.520000 65.71 Electrical Supplies— 062014VRS 011.0009112 344903 639.32 WHITTIER COURTHOUSE 011.1031.594200 287.50 Parking Citations 062414 344904 287.50 Printed:7/29/2014 3:40:11 PM Page 35 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT WILLIAMS DATA MANAGEMENT 011.1003.596200 333.00 Storage Fees 312639 344905 011.1003.596200 1,146.35 Storage Fees 314165 344905 1,479.35 ZUMAR INDUSTRIES, INC. 011.1043.520000 2,095.53 Street Signs- 062314VRS 011.0009126 344906 2,095.53 TOTAL PRINTED CHECKS $ 267,497.23 Printed:7/29/2014 3:40,11PM Page 36 of 37 CITY OF VERNON WARRANT REGISTER NO. 1405 AUGUST 5, 2014 RECAP BY FUND EARLY PRINTED FUND WIRE TOTAL CHECK TOTAL CHECK TOTAL TOTAL 011 -GENERAL $ 1,224,582.47 $ 618.301.28 $ 234,525.78 $ 2,077,409.53 020-WATER 196,593.85 1,566.74 6,836.11 204,996.70 057-FIBER OPTIC 0.00 8,097.20 0.00 8,097.20 060-HAZARDOUS WASTE 0.00 0.00 6,405.74 6,405.74 095-PARCEL TAX 0.00 0.00 19,729.60 19,729.60 GRAND TOTAL $ 1,421,176.32 $ 627,965.22 $ 267,497.23 $ 2,316,638.77 TOTAL CHECKS TO BE PRINTED 99 Printed:7/29/2014 3:40:11 PM Page 37 of 37 N� RECEIVED 'f JUL 3 0 2014 RECEIVED 4�'ter Maua JUL 31 2014 CITY ADMINISTRATION STAFF REPORT CITY CLERK'S OFFICE FINANCE/TREASURY DEPARTMENT DATE: July 29, 2014 TO: Honorable Mayor and City Council FROM: William Fox, Finance Director RE: Light & Power Warrant Register for City Council Agenda of August 5, 2014 It is recommended that the attached Light & Power Warrant Register No. 370 be approved at the City Council meeting of August 5, 2014. Light & Power Warrant Register No. 370 totals $5,648,025.15, and covers claims and demands presented during the period of July 8 through July 28, 2014, drawn, or to be drawn, from East West Bank. The following list details the components of Light & Power Warrant Register No. 370: 1. Ratification of wire transfers totaling $5,514,440.38; 2. Ratification of the issuance of early checks totaling $36,241.49; and 3. Authorization to issue pending checks totaling $97,343.28. YY of VR LIGHT& POWER WARRANT REGISTER NO. 370 �' u.• y AUGUST 5, 2014 +r4xlr LM�� i I I hereby certify that claims and/or demands included in above listed warrant This is to certify that the claims or demands covered by the above listed register have been audited for accuracy and availability of funds for warrants have been audited by the City Council of the City of Vernon and payments and that said claims and/or demands are accurate and that the that all of said warrants are approved for payments except Warrant funds are available for payments thereof. Numbers: William Fox Finance Director i Date: Printed:7/29/2014 3:35:02PM Page 2 of 15 LIGHT& POWER WARRANT REGISTER NO. 370 AUGUST 5, 2014 WIRES ACCOUNT DATE WIRE VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT CALIFORNIA ISO 055.9200.500150 194.41 Revised Charges 06/14 201407013127696 5618 092 055.9200.500170 -9,938.56 Initial Charges 06/14 201407013127696 5618 120 055.9200.500150 119,672.93 Initial Charges 06/14 201407013127696 5618 120 055.9200.500190 2,539.86 Initial Charges 06114 201407013127696 5618 120 055 9200.500210 17,044.43 Initial Charges 06/14 201407013127696 5618 120 055.9200.500150 -10,284.70 Revised Charges 06/14 201407013127696 5618 120 055.9200.500170 -1,053.45 Revised Charges 06/14 201407013127696 5618 120 055.9200.500190 -44.61 Revised Charges 06/14 201407013127696 5618 120 055.9200.500210 -105.77 Revised Charges 06/14 201407013127696 5618 120 055.9200.500150 0 10 Revised Charges 07/11 201407013127696 5618 120 055.9200.500190 0.02 Revised Charges 07111 201407013127696 5618 120 07/08/2014 118,024.66 WIRELESS INNOVATION LIMITED 055.9000.900000 1,195 00 Iridium 16917 5619 07/10/2014 1,195.00 CALIFORNIA ISO 055.9200.500150 42,053.45 Revised Charges 06/14 201407083127749 5620 598 055.9200.500170 -897.99 Revised Charges 06/14 201407083127749 5620 598 Printed:7/2912014 135 02PM Page 3 of 15 LIGHT& POWER WARRANT REGISTER NO. 370 AUGUST 5, 2014 WIRES ACCOUNT DATE WIRE VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT CALIFORNIA ISO 055 9200.500190 -102.43 Revised Charges 06/14 201407083127749 5620 598 055.9200 500210 -59 97 Revised Charges 06/14 201407083127749 5620 598 055.9200.500170 -44,868.97 Revised Charges 12/12 201407083127749 5620 598 055 9200 500150 19.67 Revised Charges 12112 201407083127749 5620 598 055.9200.500190 136.84 Revised Charges 12/12 201407083127749 5620 598 055 9200.500190 -1,505.13 Initial Charges 07/14 201407083127749 5620 598 055 9200 500150 34,765.04 Initial Charges 07/14 201407083127749 5620 598 055 9200.500170 4,728.44 Initial Charges 07/14 201407083127749 5620 598 055 9200 500210 14,235.02 Initial Charges 07/14 201407083127749 5620 598 055 9200 500190 -298.46 Initial Charges 06/14 201407083127749 5620 598 055.9200.500150 24,867.59 Initial Charges 06/14 201407083127749 5620 598 055.9200 500170 805,151.05 Initial Charges 06/14 201407083127749 5620 598 055.9200 500210 3,523.45 Initial Charges 06/14 201407083127749 5620 598 055 9200.500240 1,360.80 Initial Charges 06/14 201407083127749 5620 598 07/15/2014 883.108.40 Printed 7/29/2014 3 35:02PM Page 4 of 15 LIGHT& POWER WARRANT REGISTER NO. 370 AUGUST 5, 2014 WIRES ACCOUNT DATE WIRE VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT EAST WEST BANK 055.9000.596500 775.00 Airfare: Staff 061814(P) 5621 055.9000.596500 168.38 Lodging: Staff 061814(P) 5621 055.9000 596600 -300.00 Refund 061814(P) 5621 055.9000 596600 300.00 Registration 061814(P) 5621 055 8100.596500 649.00 Registration: Staff 061814(P) 5621 055 8100.596600 199.00 Registration: Staff 061814(P) 5621 055.9100.596600 4,173.00 Registration: Staff 061814(P) 5621 055 9000.590000 163.49 Repairs 061814(P) 5621 055.9100.520000 152.71 Supplies 061814(P) 5621 055.8100.590000 425.05 Supplies 061814(P) 5621 055.9100 596600 1,962.00 Supplies 061814(P) 5621 055.9000 596600 398.00 Training: Staff 061814(P) 5621 055.8100.596600 199.00 Training: Staff 061814(P) 5621 055.8100.596700 897.00 Training: Staff 061814(0) 5621 07/17/2014 10,161.63 BICENT(CALIFORNIA)MALBURG 055.9200.500150 374,844.78 Energy Related Payment 06201401 5622 055.9200 500180 2,017,517.40 Monthly Capacity Payment 06201401 5622 07/18/2014 2,392,362.18 BIOFUEL GENERATION SERVICE 055.9200.500162 16,391.75 Biomethane RPS62014 5623 LLC 07/18/2014 16,391.75 BICENT(CALIFORNIA) HOOVER 055.9200 500150 -21,575.04 Energy Price Difference CFD6201401 5624 LLC Printed:7/2912014 3:35.02PM Page 5 of 15 LIGHT& POWER WARRANT REGISTER NO. 370 AUGUST 5, 2014 WIRES ACCOUNT DATE WIRE VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT BICENT(CALIFORNIA) HOOVER 055.9200.500180 223,587.41 Capacity Price Difference CFD6201401 5624 LLC 055.9200.500180 42,913.92 Actual Monthly Uprating Credit CFD6201401 5624 07/18/2014 244,926.29 U.S. DEPARTMENT OF ENERGY 055.9200.500150 35,758.08 Energy Purchase GG1766AO614 5625 055.9200.500180 29,160.97 Energy Purchase GG1766AO614 5625 055.151000 -42,913.92 Energy Purchase GG1766AO614 5625 07/21/2014 22,005.13 CALIFORNIA ISO 055.9200.450340 565.77 Revised Charges 09/13 201407153127774 5626 641 055.9200.500150 9.60 Initial Charges 07/14 201407153127774 5626 641 055.9200.500170 -78,243.59 Revised Charges 09/13 201407153127774 5626 680 055.9200.500190 -128.74 Revised Charges 09/13 201407153127774 5626 680 055.9200.500150 5.50 Revised Charges 09/13 201407153127774 5626 680 055.9200.500190 -1,702.08 Initial Charges 07/14 201407153127774 5626 680 055.9200.500150 180,361.76 Initial Charges 07/14 201407153127774 5626 680 055.9200.500170 9,470.61 Initial Charges 07/14 201407153127774 5626 680 055.9200.500210 17,072.49 Initial Charges 07/14 201407153127774 5626 680 055.9200.500190 -49.13 Revised Charges 06/14 201407153127774 5626 680 Printed:7/2912014 3:35:02PM Page 6 of 15 LIGHT& POWER WARRANT REGISTER NO. 370 AUGUST 5, 2014 WIRES ACCOUNT DATE WIRE VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT CALIFORNIA ISO 055.9200.500150 7,457.55 Revised Charges 06114 201407153127774 5626 680 055.9200.500170 647.60 Revised Charges 06114 201407153127774 5626 680 055.9200.500210 49.37 Revised Charges 06114 201407153127774 5626 680 07/21/2014 135.516.71 ICE TRADE VAULT LLC 055.9200 596200 375.00 Trade Vault Access TV9003 5627 055.9200.596200 375.00 Trade Vault Access TV9635 5627 07/22/2014 750.00 DEPARTMENT OF WATER& 055.9200.500170 21,870.00 Electric Energy Transactions GA182209 5628 POWER 055.9200.500260 575.00 Electric Energy Transactions GA182209 5628 07/23/2014 22,445 00 PETRELLI ELECTRIC INC. 055.200400 473,426.95 Electric Service Maintenance 14415 5629 055.200400 492.839 18 Electric Service Maintenance 14416 5629 07/25/2014 966,266.13 CANTON RENEWABLES, LLC 055.9200.500162 378,788,55 Natural Gas CRI10000077 5630 07/25/2014 378,788.55 ELEMENT MARKETS RENEWABLE 055.9200.500162 191,744.75 Gas Purchase 590174 5631 07/25/2014 191,744.75 ELEMENT MARKETS RENEWABLE 055.9200.500162 130,754.20 Gas Purchase 590173 5632 07/25/2014 130,754.20 Printed'712912014 3'35'02PM Page 7 of 15 LIGHT& POWER WARRANT REGISTER NO. 370 AUGUST 5, 2014 WIRES ACCOUNT DATE WIRE VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT TOTAL WIRES $ 5,514,440.38 Printed:712912014 3:35:02PM Page 8 of 15 LIGHT& POWER WARRANT REGISTER NO. 370 AUGUST 5, 2014 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT CHUN CHIH CHEN 055.110011 8,241.54 Refund for usage due to leak 070214 510877 07/08/2014 8,241.54 SOUTHERN CALIFORNIA EDISON 055.9200.560010 748.64 Service Period: 06/14 070214VRS 510878 055.8100.560010 64.48 Service Period: 06/14 070214VRS 510878 07/10/2014 813.12 STAPLES ADVANTAGE 055.9000.520000 173.28 Office Supplies- 062114VRS 055.0002167 510879 055.9100.520000 115.61 Office Supplies- 062114VRS 055.0002167 510879 055.7100.520000 109.77 Office Supplies- 062114VRS 055.0002167 510879 055.9200.520000 36.41 Office Supplies- 062114VRS 055.0002167 510879 055.8200.520000 17.09 Office Supplies- 062114VRS 055.0002167 510879 055.9000.520000 15.59 Sales Tax 062114VRS 510879 055.9100.520000 10.40 Sales Tax 062114VRS 510879 055.7100.520000 9.88 Sales Tax 062114VRS 510879 055.9200.520000 3.28 Sales Tax 062114VRS 510879 055.8200.520000 1.55 Sales Tax 062114VRS 510879 07/10/2014 492.86 FEDEX 055.9000.520000 76.82 Service Period: 06/14 270003953 510880 055.9000.520000 79.74 Service Period: 07/14 270719149 510880 07/15/2014 156.56 HOME DEPOT CREDIT SERVICES 055.8100.590000 1,085.84 Small tools and plumbing hardware- 060414VRS 055.0002045 510881 055.8400.590000 213.16 Small tools and plumbing hardware- 060414VRS 055.0002045 510881 055.8000.590000 41.35 Small tools and plumbing hardware- 060414VRS 055.0002045 510881 Printed:7/29/2014 3:35:02PM Page 9 of 15 LIGHT& POWER WARRANT REGISTER NO. 370 AUGUST 5, 2014 EARLY CHECKS ACCOUNT HATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.D.# ISSUED NUMBER AMOUNT 07/15/2014 1,340.35 L.B. JOHNSON HARDWARE CO #1 055.8000.590000 34.05 Small tools and plumbing hardware-- 060314VRS 055.0002046 510882 055 8400.590000 10.25 Small tools and plumbing hardware- 060314VRS 055.0002046 510882 07/15/2014 44.30 UPS 055.8000.590000 60.25 Service Period: 06/14 933312264 510883 07/15/2014 60.25 CURRENT WHOLESALE ELECTRIC 055.8000 590000 828.43 Electrical Parts- 062514VRS 055.0002057 510884 07/17/2014 82843 MCMASTER-CARR SUPPLY 055.8000.590000 790.21 Hardware Supplies- 060314VRS 055.0002047 510885 COMPANY 055.8400.590000 594.08 Hardware Supplies- 060314VRS 055.0002047 510885 07/17/2014 1,384.29 NEWARK 055.8000.590000 186.03 Electrical Parts- 062714VRS 055.0002056 510886 07/17/2014 186.03 POWER CONSULTANTS INC. PORT 055.9000 900000 4,50000 Contract Services VERNPVHJUNE20 510887 CA 14 055.9000.596200 835.95 Contract Services VERNPVHJUNE20 510887 14 055 9000.596200 15,955.94 Contract Services VERNPVHJUNE20 510887 14 07/17/2014 21,291.89 JOINT POLE COMMITTEE 055 9100.596200 541.60 Operating Expenses 18228 510888 SOUTHERN Printed 7/29/2014 3:35:02PM Page 10 of 15 LIGHT& POWER WARRANT REGISTER NO. 370 AUGUST 5, 2014 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT 07/17/2014 541.60 CONSOLIDATED DISPOSAL 055,8400.596200 101.11 Disposal Service 902004648310 510889 SERVICE 055.8400.596200 101.11 Disposal Service 902004648312 510889 055.8400.596200 426.53 Disposal Services 902004648334 510889 07/24/2014 628.75 LOS ANGELES ELEVATOR 055.8400.590000 90.00 Elevator Service 7290 510890 SERVICES 07/24/2014 9000 DEPARTMENT OF MOTOR 055.8100.570000 20.00 Replacement Plates 072814 510891 VEHICLES 07/28/2014 20.00 EFRAIN SANDOVAL 055.9200.596500 33 88 GHG Working Group Meeting 071714 510892 07/29/2014 33.88 FEDEX 055.9000.520000 16.76 Service Period: 07114 271406314 510893 055.9000.520000 29.60 Service Period: 07/14 272149239 510893 07/29/2014 46.36 JORRIE ESTRADA 055.8100.596500 41.28 Gas Reduction Training 071514 510894 07/29/2014 41.28 TOTAL EARLY CHECKS $ 36,241.49 Printed:712912C14 3:35:02PM Page 11 of 15 LIGHT& POWER WARRANT REGISTER NO. 370 AUGUST 5, 2014 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT BASEM ANDRAWOS 055.9100.596500 25.76 O-Calc Pro Pole Loading Analysis 071614 510895 25.76 BLOOMBERG FINANCE L.P. 055.9200.596200 273.00 Market information services 5602469792 510896 055.9200.596200 12,241.67 Market information services from March 5602469794 055.0002008 510896 12,514.67 ASSOCIATION CALIFORNIA 055.9000.596550 54,625.00 Electric Utility Association 1939 510897 MUNICIP 54,625.00 CH2M HILL ENGINEERS, INC. 055.9000.596200 12,838.14 Environmental, engineering and 38114018720 055.0001885 510898 12,838.14 D&D REFRIGERATION, INC 055.8400.596200 525.00 Maintenance Services 35016 510899 525.00 DDCC/DRIZEN-DOHS 055.9000.596600 1,500.00 Vernon Gas&Electric Logo 5157 510900 1,500.00 EASTERN GROUP PUBLICATIONS 055.9000.596600 112.50 Publication Fees 42593 510901 INC 055.9000.596600 187.50 Publication Fees 42605 510901 300.00 HUNTINGTON PARK RUBBER 055.9000.520000 173.15 Item#:4926A— 256690IN 055.0002173 510902 STAMP 055.9000.520000 28.86 Item#:4926A— 256690IN 055.0002173 510902 055.9000.520000 117.05 Item#:4911A— 256690IN 055.0002173 510902 Printed:7/29/2014 3:35:02PM Page 12 of 15 LIGHT& POWER WARRANT REGISTER NO. 370 AUGUST 5, 2014 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT HUNTINGTON PARK RUBBER 055.9000.520000 251.69 Item#:T5430A— 256690IN 055.0002173 510902 STAMP 055.9000.520000 51.37 Sales Tax 256690IN 510902 622.12 LEWIS BRISBOIS BISGAARD& 055.9000.593200 3,850.00 Utility Operations 1352475 510903 3,850.00 MARYAM FARAJZADEH 055.9100.596500 25.76 O-Calc Pro Pole Loading Analysis 071614 510904 25.76 MICRO PRECISION CALIBRATION 055.8000.590000 20.00 Calibration Services— LA90013960 055.0002086 510905 20.00 PLATTS 055.9200.596200 2,920.00 Gas Daily Basic Service 99251380 510906 2,920.00 POWERMETRIX 055.8000.590000 150.00 Powermate CT Recalibration 12084 055.0002150 510907 055.8000.590000 350.00 Hourly Repair Charge 12084 055.0002150 510907 055.8000.590000 8.00 Conn Alligator Clip 12084 055.0002150 510907 055.8000.590000 525.00 330 3 Point Calibration Check— 12084 055.0002150 510907 055.8000.590000 22.05 Freight 12084 055.0002150 510907 1,055.05 SANTA FE BUILDING 055.9000.596200 1,706.94 Janitorial Services 12997 510908 MAINTENANCE 055.8400.596200 445.84 Janitorial Services 12997 510908 2,152.78 Printed:7/29/2014 3:35:02PM Page 13 of 15 LIGHT& POWER WARRANT REGISTER NO. 370 AUGUST 5, 2014 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT SPIEGEL&MCDIARMID, LLP. 055.9000.593200 265.00 General Matters 210206892 510909 265.00 V-BAR, LLC 055.9000.900000 2,640.00 Meteorological studies to collect wind 1406 055.0001364 510910 2,640.00 WEIDMANN DIAGNOSTIC 055.8000.590000 1,464.00 Transformer Oil Samples— 051914VRS 055.0002076 510911 SOLUTIONS, 1,464.00 TOTAL PRINTED CHECKS $ 97,343.28 Printed:7/29/2014 3:35:02PM Page 14 of 15 LIGHT& POWER WARRANT REGISTER NO. 370 AUGUST 5, 2014 RECAP BY FUND EARLY PRINTED FUN❑ WIRE TOTAL CHECK TOTAL CHECK TOTAL TOTAL 055-LIGHT&POWER $ 5,514,440.38 $ 36,241.49 $ 97,343.28 $ 5,648,025.15 GRAND TOTAL $ 5,514,440.38 $ 36,241.49 $ 97,343.28 $ 5,648,025.15 TOTAL CHECKS TO BE PRINTED 17 Printed:7/29/2014 3:35:02PM Page 15 of 15 RECEIVED s. ° JUL 3 0 2014 RE f �� ? •.r;L., �•• CITY ADMINISTRATION JUL 3 Z014 STAFF REPORT WYCLERK'SOFFICE FINANCE/TREASURY DEPARTMENT DATE: July 29, 2014 TO: Honorable Mayor and City Council FROM: William Fox, Finance Director Ifl RE: Gas Warrant Register for City Council Agenda of August 5, 2014 It is recommended that the attached Gas Warrant Register No. 158 be approved at the City Council meeting of August 5, 2014. Gas Warrant Register No. 158 totals $2,805,103.98, and covers claims and demands presented during the period of July 8 through July 28, 2014, drawn, or to be drawn, from East West Bank. The following list details the components of Gas Warrant Register No. 158: 1. Ratification of wire transfers totaling $2,745,124.83; 2. Ratification of the issuance of early checks totaling $29,412.07; and 3. Authorization to issue pending checks totaling $30,567.08. OF VFR Cr r CITY OF VERNON GAS DEPARTMENT WARRANT REGISTER NO. 158 4 AUGUST 5, 2014 � +r �`�►.'tr tµVµ hereby certify that claims and/or demands included in above listed warrant This is to certify that the claims or demands covered by the above listed register have been audited for accuracy and availability of funds for warrants have been audited by the City Council of the City of Vernon and payments and that said claims and/or demands are accurate and that the that all of said warrants are approved for payments except Warrant funds are available for payments thereof. Numbers: William Fox Finance Director Date: Printed:7/29/2014 3:30:54PM Page 2 of 7 CITY OF VERNON GAS DEPARTMENT WARRANT REGISTER NO. 158 AUGUST 5, 2014 WIRES ACCOUNT DATE WIRE VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT CITIGROUP ENERGY INC. 056.5600.500167 27,600.00 Natural Gas 3661181 269 07/25/2014 27,600.00 EDF TRADING NORTH AMERICA, 056.5600.500160 738,964.83 Natural Gas 140134 270 LLC 07/25/2014 738,964.83 BP ENERGY COMPANY 056.5600.500160 1,978,560.00 Natural Gas 1330943 271 07/25/2014 1,978,560.00 TOTAL WIRES $ 2,745,124.83 Printed:7/29/2014 3:30:54PM Page 3 of 7 CITY OF VERNON GAS DEPARTMENT WARRANT REGISTER NO. 158 AUGUST 5, 2014 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT A.M. ORTEGA CONSTRUCTION, 056.5600.590000 20,509.70 Construction Services-- 65805RIN 056 0000204 1165 INC. 07/08/2014 20,509.70 SPY-TECH SURVEILLANCE, INC 056 5600.900000 210.00 Central Station Alarm Monitoring - 070114VRS 056.0000275 1166 07/10/2014 210.00 A-BEST INDUSTRIAL 056.5600.520000 2.209.26 Gas Supplies- IN5216 056.0000222 1167 07/15/2014 2,209.26 CONSOLIDATED DISPOSAL 056 5600 596200 55.56 Disposal Service 902004617914 1168 SERVICE 07/24/2014 55.56 CORRPRO COMPANIES 056.5600.595200 4.605.00 2014 Annual Cathodic Survey 239321 1169 07/29/2014 4,605.00 EASTERN GROUP PUBLICATIONS 056.5600 596600 312.50 Publication Fees 42564 1170 INC 07/29/2014 312.50 P&F DISTRIBUTORS 056.120010 200.00 6" PE Pipe Straight Length- 060214VRS 056.0000268 1171 056.120010 24.00 2"45 deg.PE Pipe IPS- 060214VRS 056.0000268 1171 056.120010 30.00 2" Electro Fusion Coupling- 060214VRS 056.0000268 1171 056 120010 132.00 6"x 1/2"CTS Brand Saddle Tee G60214VRS 056.0000268 1171 056 120010 740.00 2'Walworth Plug Valve Flange- 060214VRS 056.0000268 1171 056 120010 28271 Freight 060214VRS 056.0000268 1171 056.120010 101.34 Sales Tax 060214VRS 1171 Printed 7129/2014 3 30 54PM Page 4 of 7 CITY OF VERNON GAS DEPARTMENT WARRANT REGISTER NO. 158 AUGUST 5, 2014 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT 07/29/2014 1,510.05 TOTAL EARLY CHECKS $ 29,412.07 Printed:7/29/2014 3:30:54PM Page 5 of 7 CITY OF VERNON GAS DEPARTMENT WARRANT REGISTER NO. 158 AUGUST 5, 2014 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT AIR RESOURCES BOARD 056.5600.500230 2,441.00 Implementation Fee COIA140044 1172 056.5600.500230 22,038.00 Implementation Fee COIA140055 1172 24,479.00 INTERSTATE GAS SERVICES, INC. 056.5600.596200 5,140.99 Natural Gas Consulting 7021183 1173 5,140.99 JOHNSON- PELTIER 056.5600.900000 892.00 Electrical Services 36937 1174 892.00 SMARDAN SUPPLY CO. 056.5600.590000 55.09 Pipe valves&fittings— S2442459002 056.0000223 1175 55.09 TOTAL PRINTED CHECKS $ 30,567.08 Printed:7/29/2014 3:30:54PM Page 6 of 7 CITY OF VERNON GAS DEPARTMENT WARRANT REGISTER NO. 158 AUGUST 5, 2014 RECAP BY FUND EARLY PRINTED FUND WIRE TOTAL CHECK TOTAL CHECK TOTAL TOTAL 056-NATURAL GAS $ 2,745,124.83 $ 29,412.07 $ 30,567.08 $ 2,805,103.98 GRAND TOTAL $ 2,745,124.83 $ 29,412.07 $ 30,567.08 $ 2,805,103.98 TOTAL CHECKS TO BE PRINTED 4 Printed:7/29/2014 IM54PM Page 7 of 7 RECEIVED of JUL 2 9 2014 * �i�"` CITY ADMINISTRATION Ott RECEIVED JUL 3 0 2014 FIRE DEPARTMENT Michael A.Wilson,Fire Chief CITY CLERK'S OFFICE 4305 Santa Fe Avenue,Vernon,California 90058 Telephone (323)583-8811 Fax(323) 826-1407 July 23, 2014 Honorable Mayor and City Council City of Vernon Honorable Members: Attached is a copy of the Vernon Fire Department Activity Report which covers the period of July 1, 2014 through July 15, 2014. Respectfully Submitted, Mic a/A. W6�n'�'/ Fire Chief MAW:ar Fireletnow FCcCusiveCy IndustnaC VERNON FIRE DEPARTMENT COMPANY ACTIVITIES July 1,2014 to July 15,2014 This Period Last Year This This Year Last Year To Date Period To Date ACTIVITY TYPE FIRE PREVENTION: Regular Inspections (#): 33 796 30 750 Re-Inspections (#): 8 66 6 107 Spec. Haz. Inspections (#): 3 15 1 28 Total Inspections: 44 877 37 885 Total Man Hours: 56 1064 37 1086 TRAINING(HOURS): Firefighting 89 852 93 1091 Hazardous Materials 34 350 32 383 Safety 118 1620 119 1471 Apparatus Operations 118 1654 122 1486 Equipment Operations 110 1648 119 1478 CPR 0 18 4 52 First Aid 19 258 18 357 Total Hours: 488 6400 507 6318 PRE-INCIDENT(HOURS): Planning 40 685 45 942 District Familiarization 50 723 54 1019 Total Hours: 90 1408 99 1961 PERIODIC TEST(HOURS): Hose Testing 0 0 0 8 Pump Testing 0 0 0 3 Total Hours: 0 0 0 11 Page I 1 a This Period Last Year This This Year Last Year To Date Period To Date PUBLIC SERVICE PROGRAMS HOUR School Programs 0 19 0 12 Fire Brigades 2 6 0 2 Emergency Preparedness 2 67 8 141 Total Hours: 4 92 8 155 ROUTINE MAINTENANCE OURS : Station 120 1576 121 1452 Apparatus 121 1598 142 1509 Equipment 119 1600 130 1512 Total Hours: 360 4774 393 4473 Grand Total Hours: 998 13738 1044 14004 Fireactivity Page 12 VERNON FIRE DEPARTMENT Type of Incident Report Total Incidents: 2014 = 3 5 July 1, 2014 - July 157 2014 INCIDENT TYPE 07n3/2014 E ALLERGIC REACTION-D' 1 E FALL VICTIM-D"' 1 E HEART ATTACK-D'` 2 E HEMORRHAGE/CUT-D"" 1 E PSYCH/BEHAVE/SUI ATT-D'"* 1 E SICK PERSON-D"" 1 E TRAFFIC COWSION-D"'" 6 E TRAUMATIC INJURIES-D'" 4 E UNC PER/FAINTING (NEAR)-D" 1 E UNKNOWN PROBLEM-D"" 1 F Dumpster Fire 1 F Fire Alarm No Reset 3 F Fire Alarm With Reset 1 F Grass Fire 1 F Investigation 3 F Water Flow Alarm No Reset 1 F Water Flow Alarm With Reset — 3 S Info Call 2 S Water Problem 1 Incident Type Incident Date PREVENTION FOLLOW-UP? Shift 321 EMS call, excluding vehicle accident with inju 07/01/2014 15:54:23 No 324 Motor vehicle accident with no injuries 07/01/2014 21:17:41 No 322 Motor vehicle accident with injuries 07/02/2014 02:48:21 No 321 EMS call, excluding vehicle accident with inju 07/02/2014 07:00:03 No 700 False alarm or false call, other 07/02/2014 09:37:50 No 622 No incident found on arrival at dispatch addr 07/02/2014 10:01:46 No 07/03/2014 02:38:55 No 740 Unintentional transmission of alarm, other 07/03/2014 09:25:14 No 520 Water problem, other 07/04/2014 18:01:12 No 422 Chemical spill or leak 07/05/2014 00:23:10 No 154 Dumpster or other outside trash receptacle fir 07/05/2014 19:30:05 No 322 Motor vehicle accident with injuries 07/06/2014 01:37:39 No 700 False alarm or false call, other 07/07/2014 09:05:57 No 322 Motor vehicle accident with injuries 07/07/2014 09:16:27 No 321 EMS call, excluding vehicle accident with inju 07/07/2014 10:50:30 No 321 EMS call, excluding vehicle accident with inju 07/09/2014 04:55:24 No 151 Outside rubbish,trash or waste fire 07/09/2014 10:51:13 No 730 System malfunction, other 07/09/2014 15:33:48 No 321 EMS call, excluding vehicle accident with inju 07/09/2014 21:29:18 No 321 EMS call, excluding vehicle accident with inju 07/10/2014 09:51:26 No 322 Motor vehicle accident with injuries 07/10/2014 17:06:05 No 735 Alarm system sounded due to malfunction 07/11/2014 01:56:28 No 321 EMS call, excluding vehicle accident with inju 07/11/2014 09:41:12 No 321 EMS call, excluding vehicle accident with inju 07/11/2014 15:25:22 No 324 Motor vehicle accident with no injuries 07/11/2014 16:58:18 No 07/12/2014 08:12:00 No 700 False alarm or false call, other 07/12/2014 13:09:06 No 321 EMS call, excluding vehicle accident with inju 07/14/2014 00:28:31 No 321 EMS call, excluding vehicle accident with inju 07/14/2014 07:13:22 No 07/14/2014 08:48:27 No 323 Motor vehicle/pedestrian accident(MV Ped) 07/14/2014 11:20:44 No 745 Alarm system activation,no fire,u n intentional 07/14/2014 12:01:24 No 743 Smoke detector activation, no fire- unintenti 07/14/2014 20:00:28 No 745 Alarm system activation,no fire,unintentional 07/15/2014 05:18:15 No 150 Outside rubbish fire, other 07/15/2014 10:12:45 No VERNONNub FIRE DEPART Type of Incident Report Total Incidents•• 2013 = 51 July 19 2013 - July 159 2013 INCIDENT TYPE 07/23/2014 E ASSAULT VICTIM-D"' 1 E FALL VICTIM-D'", 1 E HEART ATTACK-D"" 2 E HEMORRHAGE/CUT-D"' 1 E SEIZURE-D"' 1 E Sick Person-C 1 E SICK PERSON-DO" 3 E TC with Trapped People 1 E TRAFFIC COLLISiON-D""" 5 E TRAUMATIC INJURIES-D*"* 2 E UNC PER/FAINTING (NEAR)-D"- 5 E UPGRADE ALS 1 F Fire Alarm No Reset g F Gas Spill 1 F Investigation 2 F Structure Fire 3 F Vehicle Fire 2 F Water Flow Alarm No Reset 4 F Water Flow Alarm With Reset 5 F Wires Doom 1 S Moveup 1 VERNON FARE DEPARTMENT Type of Incident Report Total Incidents: 2014 =663 January 1, 2014 - July 15, 2014 07/23/2014 INCIDENT TYPE INCIDENT TYPE INCIDENT TYPE E Abdominal Pain-A 1 E Seizure/Epileptic/History-A 1 F Investigation 26 E ABDOMINAL PAIN-Do" 11 E Seizure-A 1 F Natural Gas Leak- Inside 1 E ALLERGIC REACTION-D'"' 2 E SEIZURE-D"" 9 F Natural Gas Leak-Outside 2 E ANIMAL BITE-D'"" 2 E Sick Person-A 1 F Odor Investigation 5 E ASSAULT VICTIM/SEXUAL-D"' i E SICK PERSON-D"" 37 F Residential Fire 2 E ASSAULT VICTIM-D'" 7 E STROKE-C'•• 1 F Rubbish Fire 4 E Auto vs Ped 3 E TC AUTO VS PED-D""' 1 F Sheared Hydrant 2 E Back Pain-A 1 E TC BIKE/MOTORCYCLE-D"" 11 F Smoke 2 E BACK PAIN-D"" 1 E TC EJECTION-D'"" i F Strike Team 3 E Cardiac Arrest/Death-E 1 E TC OVERTURNED-D"'" 2 F Structure Fire 6 E Chest Pain-C 1 E TC with Trapped People 2 F Vehicle Fire 9 E CHEST PAIN-D"" 18 E TRAFFIC COLLISION-D" 96 F Vehicle Leaking Gas 1 E DIABETIC-D"' 6 E Traumatic Injurfes-B 1 F Vehicle Overturned 2 E DIFF BREATHING/ASTHMA-D'" 5 E TRAUMATIC INJURIES-D' 22 F Water flow Alarm No Reset 57 E DIFFICULTY BREATHING-D"' 9 E UNC PER/FAINTING (NEAR)-D... 17 F Water Flow Alarm With Reset 40 E FALL VICTIM-D' 18 E UNKNOWN PROBLEM-D' 27 F Wires Down 2 E FALL/STILL 014 GROUND-D'" 2 F Apartment Fire 1 S Info Call 2 E Gun Shot Wound-A 1 F Auto vs Structure 5 S Ladder Assist 1 E GUN SHOT WOUND-D' 1 F Auto vs Train 1 S MONTEBELLO REQUEST 4 E HAZMAT/BIOLOGICAL-D'" 1 F Blown Transformer 2 S Moveup 18 E HAZMAT/CHEMICAL-D'"" 1 F Commercial Fire 17 S People Stuck In Elevator 1 E HEADACHE-C"' 3 F Dumpster Fire 1 S Public Assist 3 E HEART ATTACK-D 8 F Electrical Short 2 S Water Problem 7 E HEAT EKPOSURE-D"" 1 F Explosion 1 U USAR-A 1 E Hemorrhage/Cut-B i F Fire Alarm No Reset 65 U USAR-BELOW GROUND-D"' 1 E HEMORRHAGE/CUT-D"' 5 F Fire Alarm With Reset 11 E INGESTION-D"' 1 F Fire Reported Out 1 E MATERNITY-D' 2 F Gas Spill 1 E Psych/Behave/Sul Att-A 1 F Grass Fire 3 E PSYCH/BEHAVE/SUI ATT-D'"* 3 F Haz Mat- Full 2 4 VERNON FARE DEPARTMENT { Type of Incident Report Rr ti� Total Incidents: 2013 =650 January 1, 2013 - July 15, 2013 07/23/2014 INCIDENT TYPE INCIDENT TYPE INCIDENT TYPE E Abdominal Pain-A 1 E STROKE-C"• 3 F Residential Fire 3 E ABDOMINAL PAIN-D'" 6 E TC AUTO VS PED-D " 2 F Rubbish Fire 4 E ALLERGIC REACTION-D*" 1 E TC BIKE/MOTORCYCLE-D"' 1 F Smoke 2 E ASSAULT VICTIM-D"' 10 E TC OVERTURNED-D"' 2 F Strike Team 3 E Auto vs Ped 7 E TC with Trapped People 4 F Structure Fire 17 E BACK PAIN-D"' 2 E TRAFFIC COLLISION-D*' 88 F Vehicle Fire 12 E BURN VICTIM-D*" 1 E Traumatic Injuries-B 1 F Vehicle Leaking Gas 1 E CARDIAC ARREST/DEATH-D"" 1 E TRAUMATIC INJURIES-D"' 26 F Vehicle Overturned 2 E Chest Pain-A 1 E Unc Per/Fainting (Near)-C 1 F Water Flow Alarm No Reset 65 E Chest Pain-C 1 E UNC PER/FAINTING (NEAR)-D... 27 F Water Flow Alarm With Reset 39 E CHEST PAIN-D*" 16 E Unco Per/Fainting(Near)-A 1 F Wires Down 4 E DIABETIC-D*" 6 E UNKNOWN PROBLEM-D"' 31 S Bee Swarm 1 E DIFF BREATHING/ASTHMA-D*" 3 E UPGRADE ALS 1 S Flooding 1 E DIFFICULTY BREATHING-D'" 5 F Apartment Fire 2 S MONTEBELLO REQUEST 2 E DOA/COLD/STIFF-D" 1 F Auto vs Structure 4 S Moveup 13 E FALL VICTIM-D'" 11 F Blown Transformer 1 S Public Assist 1 E HAZMAT/CHEMICAL-D*" 3 F Commercial Fire 19 S Special Request 3 E HAZMAT/UNKNOWN-D"' 2 F Dumpster Fire 1 S Water Problem 5 E HEART ATTACK-D` 10 F Electrical Short 1 U River Rescue 1 E HEMORRHAGE/CUT-D' 7 F Fire Alarm No Reset 60 E INGESTION-D'" 2 F Fire Alarm With Reset 15 E MATERNITY-D"` 2 F Fire Reported Out 1 E PSYCH/BEHAVE/SUI ATT-D'" 3 F Gas Spill 2 E SEIZURE/EPILEPTIC/HIST-D*" 1 F Grass Fire 1 E SEIZURE-D'"' 6 F Illegal Burning 2 E Sick Person-A 2 F Investigation 7 E Sick Person-C 1 F Natural Gas Leak- Inside 2 E SICK PERSON-D"" 41 F Natural Gas Leak- Outside 4 E Sick Person-0 1 F Odor Investigation 4 E STROKE LESS THAN 2 HRS-C"' 2 F Pole Fire 1 v a ri e RECEIVED °r RECEIVED "` JUL 2 9 2014 JUL 30 2014 STAFF REPORT CITYADMIN TRATION CITY CLERK'S OFFICE FIRE DEPARTMENT DATE: August 5,2014 TO: Honorable Mayor and City Council FROM: Michael A. Wilson,Fire Chief RE: Revision to the General Fee Schedule in Exhibit A of Resolution No. 2014-42 regarding the False Security Alarm Fees Recommendation It is recommended that the City Council: 1. Approve a resolution to, among other things, amend Exhibit A of the City's General Fee Schedule to remove the existing false security alarm fee for the second false alarm response within a fiscal year. The lack of a fee for the first false alarm would continue, and the fees for third and each subsequent false alarm response would remain unaffected. The resolution would also find that the revision to the false security alarm fee is exempt under the California Environmental Quality Act (CEQA) in accordance with CEQA Guidelines Section 15061(b)(3), the general rule that CEQA only applies to projects that may have an effect on the environment. Background On July 1, 2014 the City of Vernon City Council approved and adopted a city-wide General Fee Schedule via Resolution No. 2014-42. Among other things, the General Fee Schedule included a fee to defray a portion of the Vernon Fire Department's costs of responding to false security alarms.' The General Fee Schedule states that Vernon is to charge nothing for the first false security alarm within a fiscal year, with fees for each subsequent violation. ' Vernon Municipal Code Section 114.1(r) defines False Alarm as "the wilful and knowing initiation or transmission of a signal, message or other notification of an event of fire when no such danger exist, or the activation of any fire alarm system due to malfunction, mechanical or electrical defect, improper operation or procedure by any person, or a false oral, or written report to any department of the City of Vernon that an emergency exists requiring immediate or emergency response by the Vernon Fire Department". The Department recommends the schedule be revised as follows: False Security Alarm (no charge for the first two within a fiscal year %24 3rd false security alarm with emergency response $749 4th false security alarm with emergency response $874 5th false security alarm with emergency response $999 6th false security alarm with emergency response, $1,124 and each additional security alarm thereafter The Vernon Fire Department recommends that the fee of$624 for second false alarms be deleted to better track with the requirements of, Section 104.12 of the California Fire Code2 which authorizes fees of three or more false alarms per year, rather than two: "The fire code official is authorized to assess a service charge, as set forth by resolution, against the person owning or responsible for an alarm system when a fire department response occurs as a result of the third false alarm at the same address or location within any twelve month period, and for each subsequent false alarm thereafter, or against any person who intentionally, or in violation of the law reports, or causes to be reported, a false alarm to any department of the City of Vernon that an emergency exists requiring immediate or emergency response by the City of Vernon Fire Department". Fiscal Impact The recommended action would decrease revenue to the City by approximately $20,000 in the first year, and somewhat less in subsequent years, as the City expects some businesses will respond to the new fees by taking actions to limit the number of false alarms. 2 This section of the Building Code was amended pursuant to Vernon Municipal Code § 7.12(b). RESOLUTION NO . A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF VERNON APPROVING AND ADOPTING AN UPDATED GENERAL FEE SCHEDULE WHEREAS, on July 1, 2014, the City Council of the City of Vernon adopted Resolution No. 2014-42 approving and adopting a General Fee Schedule; and WHEREAS, by memorandum dated August 5, 2014, the Fire Chief has recommended the City Council adopt an updated General Fee Schedule, attached hereto as Exhibit A and incorporated herein by reference (the "Updated General Fee Schedule") , to set the existing false security alarm fee for the second emergency response within a fiscal year to be $0; and WHEREAS, the Council desires to approve the updated General Fee Schedule . NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF VERNON AS FOLLOWS : SECTION 1 : The City Council of the City of Vernon hereby finds and determines that the above recitals are true and correct . SECTION 2 : The City Council of the City of Vernon finds that this action is not subject to the California Environmental Quality Act (CEQA) , in accordance with CEQA Guidelines Section 15061 (b) (3) , the general rule that CEQA only applies to projects that may have an effect on the environment, because this merely relates to an administrative item. SECTION 3 : The City Council of the City of Vernon hereby approves and adopts the updated General Fee Schedule as set forth in Exhibit A. SECTION 4 : The provisions of Resolution No. 2014-42 not consistent with or in conflict with this resolution are hereby repealed; in all other respects, Resolution No. 2014-42 shall remain in full force and effect, without amendment. SECTION 5 : The City Clerk, or Deputy City Clerk, of the City of Vernon shall certify to the passage, approval and adoption of this resolution, and the City Clerk, or Deputy City Clerk, of the City of Vernon shall cause this resolution and the City Clerk' s, or Deputy City Clerk' s, certification to be entered in the File of Resolutions of the Council of this City. APPROVED AND ADOPTED this 5th day of August, 2014 . Name: Title : Mayor / Mayor Pro-Tem ATTEST: City Clerk / Deputy City Clerk APPROVED AS TO FORM: 5;��9t" Scott Porter, Deputy City Attorney - 2 - STATE OF CALIFORNIA ) ss COUNTY OF LOS ANGELES ) I, City Clerk / Deputy City Clerk of the City of Vernon, do hereby certify that the foregoing Resolution, being Resolution No. , was duly passed, approved and adopted by the City Council of the City of Vernon at a regular meeting of the City Council duly held on Tuesday, August 5, 2014, and thereafter was duly signed by the Mayor or Mayor Pro-Tem of the City of Vernon. Executed this day of August, 2014, at Vernon, California. City Clerk / Deputy City Clerk (SEAL) 3 - EXHIBIT A GENERAL FEE SCHEDULE VtjL LIS0 City of Vernon Schedule approved by City Council on July 1, 2014 Revised August 5, 2014 CITY OF VERNON GENERAL FEE SCHEDULE TABLE OF CONTENTS ADMINISTRATIVEFEES --------------------------------------------------------------------------------------------3 BUILDING, PLANNING, AND ENGINEERING FEES-----------------------------------------------------------4 PermitFees --------------------------------------------------------------------------------------------------------------4 Certificate of Occupancy Fees---------------------------------------------------------------------------------------6 Inspection and Other Fees -------------------------------------------------------------------------------------------7 ENCROACHMENT, LICENSE&FRANCHISE FEES------------------------------------------------------------ 8 Permit Issuance, Permit Inspection, and Plan Check Fees------------------------------------------------------ 8 Reconstruction Fees for Work Completed by City Fees--------------------------------------------------------- 8 Franchises and License(Issuance&Annual Renewal)------------------------------------------------------- 9 Encroachment Permit Faithful Performance Bond or Cash Deposit Requirements-----------------------10 ENVIRONMENTAL CONTROL FEES -------------------------------------------------------------------------------11 FoodPermits ---------------------------_------------------------------------------------------------------------------I I FoodVehicles-------------------------------------------------------------------------------------------------------I I Non-Food ----____ -----------------------------------------------------------------------------------------------12 Underground Storage Tanks------------------------------------------------------------------------------------------13 Hazardous Materials--------------------------------------------------------------------------------------------------13 WellPermits----------------------------------------------------------------------------------------------------------13 Aboveground Petroleum Storage Tank Facility Permit---------------------------------------------------------13 FIREPREVENTION FEES-----------------------------------------------------------------------------------------------14 Fire Inspection/Re-inspection--------------------------------------------------------------------------------------14 Fire Permit-Operational----------------------------------------------------------------------------------------------14 FirePermit- Construction-------------- -----------------_--__--------------------------------------—-----------15 Fire Protection Systems----------------------.___ ---------------------------------------------------------------16 FireAlarm Systems----------------------------------------------------------------------------_-_---_--__--------16 PublicEducation _------------------------------------------------------------------------- ------16 State Mandated Fire Inspections--------------------------------------------------------------___....----- 17 Other------_ -_------------------------------------------------------------------------------------------------17 POLICEFEES --------------------------------------------------------------------------------------------------------------18 General -----------------------------------------------------------------------------------------------------------------18 FalseSecurity Alarms------------------------------------------------------------------------- ------------------18 Subpoenas and Discovery Motions-----------------------------------------------------------_____-------18 City of Vernon Master Fee Schedule ADMINISTRATIVE FEES COPIES OF PUBLIC RECORDS/INFORMATION Copies of identifiable Public Record $0.15 /page Certified copies of identifiable Public Record $1.75 /record SUBPOENA FEE Safety Personnel $275 /appearance Miscellaneous Personnel $150 /appearance STAFF TIME — Special Projects Beyond Normal Course of Business As provided for in the California Public Records Act, City's staff time spent on extraordinary or infrequent requests that are large in scope or require development of information to satisfy such requests will require the requestor to reimburse the City for its actual direct cost. Actual direct cost will include the City staff s fully burdened hourly rate which includes PERS and Medicare. Outsourced consultant and attorney fees will be at cost billed to the City. A deposit,based upon an estimate to fulfill a request, will be collected prior to commencement. CREDIT CARD City's direct cost to process credit card transactions for the convenience of the credit card user shall be collected from the credit card user as part of the transaction. MISCELLANEOUS Returned Checks $20.00 OTHER Administrative Citations See Resolution No. 2011-195 Civil Penalties . See Resolution No. 2011-195 Page 3 of 18 City of Vernon Master Fee Schedule ' BUILDING, PLANNING, AND ENGINEERING FEES PERMIT FEES Building, Electrical, Plumbing, Heating, Ventilating, Cooling, Refrigeration, and Fire Prevention Permits VALUATION FEE $1.00 to $2,000.00 $86.40 $2,001.00 to $5,000.00 $86.40 for the first $2,000.00 plus $4.32 for each, additional $100.00 or fraction thereof, up to and including $5,000.00 $5,001.00 to $25,000.00 $216.00 for the first $5,000.00 plus $10.80 for each additional $1,000.00 or fraction thereof, up to and including $25,000.00 $25,001.00 to $50,000.00 $432.00 for the first$25,000.00 plus $8.10 for each additional $1,000.00 or fraction thereof, up to and including $50,000.00 $50,001.00 to $100,000.00 $634.50 for the first $50,000.00 plus $5.94 for each additional $1,000.00 or fraction thereof, up to and including $100,000.00 $100,001.00 to $500,000.00 $931.50 for the first$100,000.00 plus $4.32 for each additional $1,000.00 or fraction thereof, up to and including $500,000.00 $500,001.00 and up $2,659.50 for the first $500,000.00 plus $3.34 for each additional $1,000.00 or fraction thereof. Plan Check Fee when required, shall be equal to 65% of the Permit Fee. Plan Check Energy Fee 25% of the Permit Fee. Permit Energy Fee 10% of the Permit Fee. Page 4 of 18 City of Vernon Master Fee Schedule BUILDING, PLAN_N_ING, AND ENGINEERING FEES PERMIT FEES (CONT'D) DESCRIPTION FEE Green Building Standards Plan Review Mandatory Provisions $1,020.00 Green Building Standards Plan Review Tier 1 Provisions $2,040.00 Green Building Standards Plan Review Tier 2 Provisions $3,060.00 Green Building Standards Inspection Mandatory Provisions $1,000.00 Green Building Standards Inspection Tier 1 Provisions $1,975.00 Green Building Standards Inspection Tier 2 Provisions $2,950.00 Grading Plan Review Fee First 3 sheets $1,035.00 Grading Plan Review Fee Each Additional Sheet $225.00 Grading Inspection Fee $220.00 NPDES LID Plan Review $2,157.00 NPDES LID Inspection $942.00 Residential Solar Panel Installation $500.00 plus $15.00 per kilowatt for each kilowatt above 15kW Commercial /Industrial Solar Panel Installation $1,000.00 plus $7.00 per kilowatt for each kilowatt above 50 kw to250 kW and $5 per kilowatt for each kilowatt above 250kW Water Efficient Landscape Plan Review and Inspection fee $645.00 Industrial Wastewater Discharge Permit Application Review fee $140.00 Sanitary Sewer Flow Study fee $1,640.00 Green Building Standards Administration Special Revolving fee $1.00 for every $25,000 or ortion thereof of valuation Penalty Fees Work commencing prior to the issuance of a permit shall be subject to an additional fee equal to the permit fee. Authorized by California Building Code § 109.4. Page 5 of 18 City of Vernon Master Fee Schedule BUILDING, PLANNING, AND ENGINEERING FEES CERTIFICATE OF OCCUPANCY FEES AFFECTED FLOOR AREA FEE Inspection Fee Less than 5,000 square feet $300.00 5,001 to 50,000 square feet $689.00 50,001 to 100,000 square feet $815.00 Over 100,000 square feet $940.00 Issuance of a Temporary Certificate of Occupancy Less than 5,000 square feet $300.00 5,001 to 50,000 square feet $689.00 50,001 to 100,000 square feet $815.00 Over 100,000 square feet $940.00 Page 6 of 18 City of Vernon Master Fee Schedule BUILDING, PLANNING, AND ENGINEERING FEES INSPECTION AND OTHER FEES DESCRIPTION FEE Permit inspection outside of normal business hours $190.00/hr; (minimum charge four hours) Minimum of$760.00 Inspections for work not requiring a permit $131.00/hr Re-inspection fee $131.00/hr Additional structural plan review required by changes, additions $250.00/hr or revisions to the plans submitted or determination if an existing structure can accept additional loads Additional non-structural plan review required by changes, $131.00/hr additions or revisions to the plans submitted Certified Access Specialist (CASp) Review fee $106.00/hr Trailer Permit $395.00/trailer Trailer Permit for subsequent years $395.00 Final map, parcel map, or tentative map which contains four or $4,350.00 less parcels or lots Final map,parcel map, or tentative map which contains five or $8,650.00 paid at the time of more parcels or lots submittal plus any County surveyor& County Clerk filing fees& Fish & Game Section 711.4 fees Conditional Use Permit $12,950.00 plus applicant is responsible for cost to retain a consultant to prepare the environmental document for the project plus a 25% administration fee, plus any County Surveyor and County Clerk filing fees & Fish & Game Section 713 fees Zoning Variance and Zoning Amendment $8,625.00 Building Code Variance $3,800.00 Release of Building Drawings $50.00 Covenant and Lot Merger Review Fee $730.00 Certificate of Compliance Fee $790.00 Lot Line Adjustment Fee $2,260.00 Grant/Easement Deed Review $1,125.00 Zoning Verification $215.00 Page 7 of 18 City of Vernon Master Fee Schedule ENCROACHMENT, LICENSE & FRANCHISE FEES DESCRIPTION FEE PERMIT ISSUANCE FEE $125.00 PERMIT INSPECTION AND RATE PLAN CHECK FEES REGULAR TIME (7:00 A.M.- $129.000/HR. 5:30 P.M.) OVERTIME-FRIDAY, $190.00/HR. SATURDAY, SUNDAY, HOLIDAYS AND NIGHTS (4 HRS. MINIMUM) ANNUAL TPERMIT FEE FOR $450.00 ROUTINE MAINTENANCE (NO STREET CUTS) RECONSTRUCTION FEES RATE MINIMUM FOR WORK COMPLETED BY CITY ALL OTHER DIRECT COSTS TO THE CITY RESULTING FROM THE PERMITEE'S ACTIVITY, CALCULATED AT ACTUAL COST PLUS 25% ADMINISTRATIVE COSTS i Page 8 of 18 City of Vernon Master Fee Schedule ENCROACHMENT, LICENSE & FRANCHISE FEES DESCRIPTION ISSUANCE ANNUAL FEE FRANCHISES AND LICENSES (ISSUANCE & ANNUAL RENEWAL) RAILROAD CROSSINGS, $25,000.00 $2,500.00 CONVEYOR BRIDGES, AND TUNNELS ACROSS A STREET RAILROAD TRACKS, $25,000.00 FOR EACH ONE- $2,500.00 FOR EACH PIPELINES OR CONDUITS HALF (1/2) MILE OR ONE-HALF (1/2) MILE ALONG A STREET PORTION THEREOF OR PORTION THEREOF FOR PIPELINES OR $12,500.00 $1,250.00 CONDUITS ACROSS A STREET OR A METERING MANHOLE IN THE STREET FOR BUILDING FOOTINGS $5,000.00 $500.00 AND APPENDAGES, TRAFFIC SENSORS, SIGNS, MONITORING WELLS AND ARCHITECTURAL PROJECTIONS The fee for any encroachment not specifically listed in the table shall be the same fee for the most similar structure listed in the table as determined by the City. Page 9 of 18 City of Vemon Master Fee Schedule ENCROACHMENT, LICENSE & FRANCHISE FEES ENCROACHMENT PERMIT FAITHFUL PERFORMANCE BOND OR CASH DEPOSIT REQUIREMENTS The amount of an encroachment permit cash deposit, certified or cashier's check, surety bond, or letter of credit shall be determined by multiplying the quantity of asphalt paving, concrete paving, sidewalk, concrete curb, monuments and trench excavations proposed to be removed, disturbed or opened by the rate shown in the table below, the sum of the totals shall establish the minimum amount of the bond or deposit, except that in no case shall the faithful total security be less than$5,000. Authorized by Vernon Municipal Code § 22.47. TYPE OF WORK TO BE PERFORMED RATE ASPHALT PAVEMENT $17.75/S . FT. CONCRETE PAVEMENT AND DRIVEWAY $19.75/S . FT. CONCRETE SIDEWALK $10.25/SQ. FT. CONCRETE CURB & GUTTER $52.50/LIN. FT. TRENCH EXCAVATIONS $7,500.00/EACH OPEN EXCAVATION MONUMENT REPLACEMENT $3,000.00/MONUMENT Page 10 of 18 City of Vernon Master Fee Schedule ENVIRONMENTAL CONTROL FEES PERMIT TYPE FEES FOOD PERMITS: CATERER 1625 - ANNUAL $283 CATERER(1625) - DAILY $94 COMMERCIAL AGRICULTURAL OPERATION 1677) $161 COMMISSARY 1650 $577 FOOD PROCESSING 1655 : <=2,000 S . FT. $405 ESTABLISHMENT 1656 : >2,000 S .FT. $843 FOOD VENDING MACHINE BUSINESS 1644) $33/MACHINE FOOD WAREHOUSE (1647) $324 RESTAURANT 1622-1623 : 0-30 SEATS $324 RESTAURANT 1622-1623 : 31 SEATS & OVER $642 RETAIL FOOD MARKET 1611 $314 RETAIL FOOD PRODUCTION ESTABLISHMENT 1615) $314 ` TEMPORARY EVENT ORGANIZER 1660 $235 TEMPORARY FOOD FACILITY 1670 $91 FOOD VEHICLES: MOBILE FOOD FACILITY 1638 Fruit& Ve $175 A. WHOLE PRODUCE RFVV 1636 Packaged food $175 MOBILE FOOD PREP UNIT (HOT TRUCK) (1635) - $430 ANNUAL MOBILE FOOD PREP UNIT HOT TRUCK 1635 - DAILY $145 WHOLESALE FOOD VEHICLE 1637 $95 RETAIL FOOD VEHICLE COLD TRUCK 1634 $95 Page 11 of 18 City of Vernon Master Fee Schedule ENVIRONMENTAL CONTROL FEES PERMIT TYPE FEES NON-FOOD: GARMENT MANUFACTURING (3130) $308 LAUNDRY FACILITY $244 (N/A IF FACILITY IS NOT A VERNON BUSINESS) (7822) LAUNDRY VEHICLE (7823) $95 PER VEHICLE WASTE PROCESSING FACILITY(7437) $357 WASTE TRANSFER STATION(7444) $244 WASTE COLLECTION BUSINESS (7422) $1,193 WASTE COLLECTION VEHICLE 7423 $207 WASTE COLLECTION VEHICLE YARD 7442 $260 RENDERING PLANT BUSINESS 7456) $423 RENDERING PLANT VEHICLE 7462 $207 WASTE DISPOSAL SITE 7433) $244 WATER SUPPLY UTILITY(7611) $8 / SERVICE CONNECTION LIQUID WASTE PUMPING BUSINESS 7241 $207 LIQUID WASTE PUMPING VEHICLE 7244) $181 OFFAL BUSINESS 7424) $207 OFFAL VEHICLE 7425) $181 Page 12 of 18 City of Vernon Master Fee Schedule ENVIRONMENTAL CONTROL FEES PERMIT TYPE FEES UNDERGROUND STORAGE TANKS: UNDERGROUND STORAGE TANK FACILITY 4110) $975 /FACILITY ANNUAL TANK OPERATING PERMIT 4100 $637 /TANK HAZARDOUS MATERIALS: APPLICATION FEE $255 HAZARDOUS MATERIALS PERMIT CLASS A 4201) $380 CLASS B 4202) $429 CLASS C 4203) $1,590 CERTIFICATE OF CLOSURE LETTER 4252 $268 Hazardous Material Closure: Small $244 Medium $488 Large $732 Ex-large $976 WELL PERMITS: DRILLING A WATER WELL 7368 $505 DESTROYING OR CONVERTING AN EXISTING WATER $505 WELL 7369 DRILLING A MONITORING WELL < 50 FT. 7365 $455 REPAIRING/MODIFYING A WELL 7371 $372 ABOVEGROUND PETROLEUM STORAGE TANK FACILITY PERMIT -Category 4001 -> 1320 gallons and< 10,000 gallons $210 Category 4002 -> 10,000 gallons and < 100,000 gallons $420 Category 4003 -> 100,000 gallons and< 1,000,000 gallons $800 Category 4004 -> 1,000,000 gallon $1,600 GENERAL PLAN CHECK 1-5 sheets $426 6-10 sheets $792 11-25 sheets $1,036 Additional sheets $181 Page 13 of 18 City of Vernon Master Fee Schedule FIRE FEES FIRE PREVENTION T FEE Annual Business Fire Inspection (based on building size) 0 to 5,000 s . ft. $217 5001 to 9,999 s . ft. $248 10,000 to 24,999 s . ft. $279 25,000 to 50,000 s . ft. $310 50,001 to 99,999 s . ft. $341 100,000 to 249,999 s . ft. $372 250,000 s . ft. and greater $403 Annual Business Fire Re-Ins ection* after 2°d re-inspection) 1"re-inspection $0 2°d re-inspection and additional inspections beyond $322 ea. Fire Department Permit(Required Operational Permits) 0 Aerosol Products ■ Combustible dust operations • Combustible fiber storage • Explosives (fireworks only) 0 Flammable & combustible liquids Hazardous materials 0 High-piled storage • Miscellaneous combustible storage $107.00/hr. ■ Ovens—industrial baking & drying ■ Repair garages • Special events (assemblies>50 people) Spraying and dipping • Tents &temporary membrane structures (>400 sq. ft.) • Waste handling ■ Woodworking plants _ _ 1 Page 14 of 18 City of Vernon Master Fee Schedule FIRE FEES FIRE PREVENTION (CONT'D) FEE Fire Department Permit (Required Construction Permits)__ Construction permits include: • Automatic fire-extinguishing systems ■ Battery Systems • Compressed gases • Cryogenic fluids • Emergency responder radio coverage system • Fire alarm and detection systems and related equipment • Fire pumps and related equipment • Flammable and combustible liquids • Hazardous materials • Industrial ovens • LP-gas ■ Private fire hydrants ■ Solar photovoltaic power systems • Spraying or dipping ■ Standpipe systems • Temporary membrane Structures and tents VALUATION $1.00 to $2,000.00 $157.60 $157.60 for the first $2,000.00 plus $7.88 for each $2,001.00 to $5,000.00 additional $100.00 or fraction thereof, up to and including $5,000.00 $394.00 for the first $5,000.00 plus $19.70 for each $5,001.00 to $25,000.00 additional $1,000.00 or fraction thereof, up to and including $25,000.00 $788.00 for the first $25,000.00 plus $14.78 for $25,001.00 to $50,000.00 each additional $1,000.00 or fraction thereof, up to and including $50,000.00 $1157.50 for the first $50,000.00 plus $10.84 for $50,001.00 to $100,000.00 each additional $1,000.00 or fraction thereof, up to and including $100,000.00 _ $1699.50 for the first $100,000.00 plus $7.88 for $100,001.00 to $500,000.00 each additional $1,000.00 or fraction thereof, up to and including $500,000.00 $500,001.00 and UP $4851.50 for the first $500,000.00 plus $6.11 for each additional $1,000.00 or fraction thereof Plan Check Fee when required, shall be equal to 65%of the Permit Fee. The minimum Plan Check Fee for Automatic Fire Sprinkler Hydraulic Calculations shall be $250.00. Page 15 of 18 City of Vernon Master Fee Schedule FIRE FEES _ T FIRE PREVENTION (CONT'D) FEE Constructions permit inspection outside of normal business hours $642.00 (minimum charge four hours at a rate of$160.50 per hr.) Inspections for work not requiring a permit $107.00/hr. Construction and operational permit re-inspection fee $107.00/hr. Additional plan review required by changes, additions or revisions to $107.00/hr. the plans submitted Additional plan review required by changes, additions or revisions to $99.00/hr. the plans submitted to the outside fire consultant Penalty Fees - Work commencing prior to the issuance of a construction permit shall be subject to an additional fee equal to the construction permit fee. (See California Buildin Code § 109.4 Fire Protection Systems Back flush -Five yearsprinkler system testing(per system)_. $150 Fire Alarm Systems Fire alarm registration initial $54 Fire alarm registration annual $27 False Security Alarm no charge for the first two within a fiscal ear 3rd false security alarm with emergency response $749 4th false security alarm with emergency response $874 5th false security alarm with emergency response $999 6th false security alarm with emergency response, and each additional $1,124 security alarm thereafter Public Education Community Emergency Response Training (CERT) (supplies) $0 CPR training(supplies) $100 per person Evacuation planning & drill $0 Fire extinguisher training—Max. 30 students $50/ea. session Page 16 of 18 City of Vernon Master Fee Schedule FIRE FEES FIRE PREVENTION (CONT'D) FEE State Mandated Fire Inspections Apartments and schools $161 Other Fees After-hours fire inspection (based on 4 hour minimum) 1 $696 Apparatus and crew charge (hourly)—Per CAL OES State Fire $200 hr. Program Fire code appeals (not refundable) $239 Film Permit $214 Inspection charge (special events) $107 Standby service (4 hour minimum per man hour) $98 Page 17 of 18 City of Vernon Master Fee Schedule POLICE FEES General: Fees Vehicle release fee - standard $40.00 Vehicle release fee - driving under the influence $115.00 Fee to release complete copy of arrest reports, traffic accident reports, $20.00 incident reports Fee to release complete copy of arrest reports, traffic accident reports, $25.00 and incident reports (certified) Fee to release certified traffic citation $1.75 Repossession fee for vehicles repossessed in Vernon (Government $15.00 Code 41612) VIN verification fee $35.00 Citation sign-off fee $35.00 DUI Emergency Response City's cost False Security Alarms: (no charge for the first 3 within a fiscal year) 4th false security alarm $134.00 5th false security alarm $165.00 6th false security alarm $196.00 7th false security alarm, and each additional security alarm thereafter $227.00 Subpoenas and Discovery Motions: $195.00 Basic Police background investigation $15.00 Video tape copy (blank tape provided by requester) (VHS) $15.00 Video tape copy (blank tape provided by requester) (digital) $15.00 Page 18 of 18 RECEIVED � . �u� 1 'INTEROFFICE � MEMORANDUM CITY CLERK'S OFFICE Vernon Gas & Electric RECEIVED DATE: July 9, 2014 JUL 16 2014 TO: Carlos Fandino Jr. fkp-kkA CITY ADMINISTRATION Director of Vernon Gas & Electric FROM: Abraham Alemu Electric Resources Planning & Development Manager SUBJECT: Vernon Gas & Electric Resource Procurement Report for the Month of April 2014 Transmitted herewith for distribution are eight copies of the April 2014 Resource Procurement Report. If you have any questions, please do not hesitate to contact me. Ak eo Enclosures (8) c: Councilmembers Document Control Carlos Fandino Resource Group �r CITY OF VERNON GAS & ELECTRIC Gay F4A* ■ EQ �oUNO RESOURCE PROCUREMENT REPORT APRIL 2014 Date Initials Prepared by E.Ochoa 06/30/14 Approved by A.Alemu 06/30/14 Table of Contents EnergyCharges Report......................................................................................................................... 1 Transmission & Capacity Report.-..........................__..................... ................ ........... ...................... PowerCosts Graph, ... ., ... ................................__...... ..........,............................................... ......... 3 EnergyGraph...................................................................................................................................... 4 PeakDemand Graph.............................................................................................................................5 EnergyBreakdown Graph..................................................................... . —..................... . ................ ... 6 Comments/Suggestion...........................................................................................................................7 ENERGY CHARGES 1 APRIL 2014 CHARGES GROSS ENERGY PURCHASED UNIT COST S MWH RESOURCE OBJECT# PROJECT# HLH LLH TOTAL HLH LLH TOTAL HLH LLH PV VARIABLE COST COMPONENT 600160 $33.213.27 $23,590.73 $56,804.00 3,424.00 2,432.00 5,85600 LEGISLATIVE COST COMPONENT 500150 $11,DD3.50 $7,815.57 $18,819.07 TOTAL $44,216.77 $31,406.30 $75,623.07 $12.91 $12.91 HOOVER MONTHLY ENERGY BASE CHG 600160 ($24,135.23) ($4,494.35) ($28,62£ 2,481.00 462.00 2,94300 LOWER COLORADO RIVER BASIN DEV FUND 500160 $5,989.64 $1.115.36 $7,105.00 SWAP ENERGY PAYMENT(CFD) 500160 $8,197.16 $1,526.44 $9,723.60 WAPA PAYMENT 600160 $24.092.37 $4,486.37 $28,578.74 TOTAL $14.143.95 $2.633.82 $16,777.76 WSPP FIRM ENERGY PURCHASES BURBANK $38,300.00 $0.00 $38.300.00 800.00 0.00 800.00 $47.88 $0.00 MSCG $32,700.00 $0 00 $32,700.00 800.00 0.00 80000 $40.88 $0.00 TOTAL WSPP FIRM ENERGY PURCHASES $71,000.00 $0.00 $71,000.00 1,600.00 0.00 1,600.00 $44.38 $0.00 WSPP FIRM ENERGY SALES TOTAL WSPP FIRM ENERGY SALES $0.00 $0.00 $0.00 0.00 0,00 0.00 $0.00 $0.00 CITY GENERATION-MGS GAS COST $1,539,056.73 $962,322.50 $2.501,379 23 42,625.32 26,652 23 69,277 55 $36.11 $36.11 OTHER GENERATION-H.GONZALES GAS COST $844.88 $0 00 $844.88 12.43 0.00 1243 $67.98 $0.00 TOTAL CITY GENERATION $1,539,901.60 $962,322.50 $2,502,224.10 42,637.74 26,652.23 69,289.98 $36.12 $36.11 BICENT-MGS ENERGY CHARGE -FIXED ENERGY PRICE $206,656 76 $129,215.80 $335,872.57 ISO MISCELLANEOUS ISO ADJUSTMENT 0.00 0.00 0 00 ISO NET CHARGES 4560-GMC Market Services Charge 16.600.71 4561-GMC System Operations Charge 50.971.93 6011-DA Energy,Congestion,Loss Settlement-Purchases 600160 $706.575.48 $376,127.67 $1.082.703.15 14,117.70 9.479.79 23,597.49 $50.05 $39.68 6011-DA Energy,Congestion,Loss Settlement-Sales 600160 ($114,722 80) ($57,923.05) ($172,645.85) (2,144.65) (1,220 00) (3,364`-. $63.49 $47.48 6100-Day Ahead Spinning Reserve Capacity Settlement (18,415.91) 6124-No Pay Spinning Reserve Settlement 2,802.58 6170-Real Time Spinning Reserve Capacity Settlement (1,375.18) 6470-RT Instructed Imbalance Energy Settlement-Purchases 600160 ($3,902.04) $713.02 ($3,189.01) 83.05 77.94 160.99 $9.16 6470-RT Instructed Imbalance Energy Settlement-Sales 600150 ($35,087.83) ($155,937.89) ($191,025.72) (511.22) (2,702 06) (3,21,s $66.63 $57.71 6475-RT Uninstructed Imbalance Energy Settlement-Purchases 600160 $24,020.68 $17,739.32 $41,760.00 630.69 375.71 1,008.39 $36.09 $47.22 6475-RT Uninstructed Imbalance Energy Settlement-Sales 500160 ($35,225.65) ($20,675.77) ($55,90143) (662.37) (529.05) (1,191a' $53.18 $39.08 6700-CRR Hourly Settlement (78,689.51) 6774-Real Time Congestion Offset 29,466.69 6790-CRR Balancing Account 27.470.25 6947-IFM Marginal Losses Surplus Credit Albcation (23,385,95) Other ISO Charges $70,752.51 TOTAL ISO RELATED COST $448 023.12 $324 430.54 $772.453.66 TOTAL COST ENERGY $2 323 942.20 IIIA60,008.96 $3 773 951.16 61 666.93 35 028.67 96 684.60 TOTAL RPS $0.00 $0.00 $0.00 TOTAL COST CAPACITY $2 038 649.28 $1 311 426.97 $3 348 076.25 METERED LOAD PEAK TOTAL COST 360 691.46 $2 761 436.93 $7122 027.41 61 689.76 34 994.74 96 664.60 183.60 142.79 AVERAGE RATE $73.66 DIFFERENCE 0.00 •Informational Purposes RPS(Renewable Portfolio Standard) Volume Cost Average Cost per MW BIOMETHANE GAS 43,749 $ 479,664.10 $ 84AI Heat Rate 7.7 6/30/2014 2 TRANSMISSION &CAPACITY CHARGES APRIL 2014 RESOURCE OBJECTS PROJECT# HLH LLH TOTAL PV MINIMUM COST COMPONENT 600180 $132,123.60 $103,811.40 $235,935.00 HOOVER MONTHLY CAPACITY BASE CHARGE 600180 $0.00 UPRATING CREDIT(CFD) 500180 $42,913.92 $0.00 $42,913.92 CAPACITY CHARGE(CFD) 500180 $259,345.49 $0.00 $259,345.49 BICENT CAPACITY PAYMENT 600180 $1,129,809.74 $887,707.66 $2,017,517.40 LADWP :SCHEDULING AND DISPATCH FEE SM170 $322.00 $253.00 $575.00 TRANSMISSION CAPACITY 500260 $12,247.20 $9,622.80 $21,870.00 SCE TRANSMISSION CHARGES MEAD-LAGUNA BELL SM170 $57,366.40 $45,073.60 $102.440.00 VICTORVILLE-LUGO-VERNON SN170 $24.270.40 $19,069.60 $43,340.00 LAGUNA BELL 500170 $13.814.64 $10,854.36 $24,669.00 ISO HIGH VOLTAGE ACCESS CHARGE DUE ISO-372 500170 $515,472.70 $302,737.94 818,210.64 (HIGH VOLTAGE ACCESS REVENUE DUE PTO-374 460340 (182,982.11) TOTAL COST $2,036,649.28 $1,311,426.97 $3,348,076.25 6/30/2014 N� 3 August 2009-April 2014 115.DO 110.00 105 DO 100.00 95.00 90.00 05.00 80.00 = 7500 .�, 7000 65.00 60.DO 55.DO so, 45 DO 40.00 35.DO 30.DO 25.00 20.DO 15.00 0 0 w0 qo a O $j ,O w0 ) IO n ^ rn 11 w 1 ''IV If w n rry IN .IV 11%, w n w w r'y P w .'y w s"' Ili w w w w w w w w MONTH&YEAR +Average Power Cost 6/30/2014 4 AUGUST 2009 -APRIL 2014 120.000 115,000 110,000 105,000 100,000 95,000 A A it V V 90,000 85,000 80,000 75,000 70,000 0 0 0 0 0 0 0 0 0 0 0 0 ,n ,n ,n ,► Z Z Z MONTH &YEAR 1 Monthly Load 12 Month Avg. 6/30/2014 5 MONTHLY PEAK DEMAND 215 210 205 — 200 195 190 185 180 175 170 165 160 . . _ .. . . . . . . . �� +�o a �o a �o ,�o ,�o ,�o a sa s� �� ti � � ^ . � s'` � s^ ti � s` wL �ti �ti ,�h s'ti �ti ,. •ti �ti�t^ti ry sM a3 ,�^, ,,� ^3 .•5 ti ,�y .�3 y .,a ,�a ,go-,,}.,�a Y' Q�e�� '� 1.� � �'u� �.�p� 1� F�t� P°^�'�^]� �� t�� S� F�� p�' eS&� y�� )��`Pa`�d 6' � p0U )®c F�,� PQ.�SDy^"��c• ��`QUA ��. ��,�.,�`�''�`�.^h�� "0,d��, P", MONTH&YEAR �Resource Adequacy Forecast e!Monthly Load +12 Month Avg. 6/30/2014 6 April 2014 ENERGY BREAKDOWN 100,000.00 95.000.00 90,000.00 85,000.00 80,000.00 0 75,000.00 �� ro�rL 70,000.00 65.000.00 60,000 00 55,000.00 50,000.00 45,000.00 40,000.00 = 35,000.00 g b 30,000.00 yA1. 25,000.00 20,000M 15,000,00 �p 10,000.00 0� h Op`� OO Oro, �0 5,000.00 ❑ � Rq0 �CP � ^� �ip0" 0� 0.00 Generabon ISO Energy Purch PV Hoover HASP Prediepetch Burbank Now UIE Purch HE Purch Miec ISO Adj -5,000.00 Sedkwmt -10.000.00 -15,000.00 �1'@- -20,000.00 -25,000.00 -30,000.00 -35.000.00 40,000.00 6/30/2014 RECEIVED JUL 3 0 2014 CITY ADMINISTRATION Staff Report HEALTH & ENVIRONMENTAL CONTROL DEPARTMENT DATE: August 5, 2014 TO: Honorable Mayor and City Council FROM: 1J . Leonard Grossberg, Director/ Health Officer RE: Approval of a Services Agreement with KJServices Environmental Consulting for Program Management and Implementation Services Recommendation: It is recommended that the City Council: 1. Find that approval of the proposed Services Agreement with KJServices Environmental Consulting is exempt under the California Environmental Quality Act (CEQA) in accordance with CEQA Guidelines section 15061(b)(3), the general rule that CEQA only applies to projects that may have an effect on the environment. 2. Authorize the City Administrator to enter into a Services Agreement between the City of Vernon and KJServices Environmental Consulting in substantially the same form as submitted herewith, for the period of August 1, 2014 through October 31, 2016, in an amount not to exceed $100,780.00. It is further recommended that the City Council find that "the bests interests of the City are served by a direct award of the contract without a competitive selection process" and that it would be "commercially unreasonable" to re-bid those portions of this contract that have continued to have been awarded to KJServices Environmental Consulting since 1998. Background: Since 1998, Kevin Sales, dba KJServices Environmental Consulting ("KJS") has assisted the Vernon Health & Environmental Control Department in applying for and administering two State grants administered by the California Department of Resources Recycling and Recovery (CalRecycle): (1) the Used Oil Payment Program; and (2) the CalRecycle City/County Payment Program. For more than a dozen years, the City has annually applied for and received funds for each grant program. This year the City received $5,000 for each grant ($10,000 total). The grant funds are used to improve the public's awareness in Vernon and in the surrounding communities of used oil recycling opportunities and to encourage the collection and recycling of plastic, metal, and glass beverage containers. Through the efforts of KJS, for the first time, the City also obtained a third CalRecycle grant of $90,780 pursuant to the Used Oil Competitive Grant Program. The grant is for regional used oil outreach and education. Funds must be used before March 2016. Of the $100,780 of grant funds, $66,360 would be for services provided by KJS. The residival $34,420 would be made available to reimburse KJS's program related expenses such as newspaper placements, promotional materials, and printing costs. Finding of exemption Staff recommends that KJS be awarded the contract to help the City to administer the three grants, and that the City Council make the two following findings: (1) it would be "commercially unreasonable" to rebid the contract with KJS and (2) it is in the "best interests" of the city to exempt this contract from the selection process that would otherwise apply. First, KJS has substantial experience in the highly specialized areas that are required to administer and operate under the three grants. Few consultants share KJS's expertise. Second, KJS has been working in the Vernon community for 16 years. Unlike many other professional services, intimate knowledge of the Vernon community is particularly helpful for this type of work. Last, the two grants that KJS has historically administered have a total value of only $10,000 each. Of that amount, only $6,240 is to pay for KJS's services, and the remaining $3,760 is to reimburse expenses. It would be impractical to re-bid contracts for such a small amount of money. Fiscal Impact There is no cost to the City. The cost to administer the Programs on behalf of the City will be fully funded with the available grant funds. 9cLG:MyDocs/Z/Health Dept/Staff Reports]KJServices 2014 agreement to Council SERVICES AGREEMENT BETWEEN THE CITY OF VERNON AND KJSERVICES ENVIRONMENTAL CONSULTING FOR PROGRAM MANAGEMENT AND IMPLEMENTATION SERVICES COVER PAGE Contractor: KJServices Environmental Consulting Responsible Principal of Contractor: Kevin Sales, Principal Notice Information - Contractor: KJServices Environmental Consulting 9020 Hornby Avenue Whittier, CA 90603 Attention: Kevin Sales, Principal Phone: (562) 944-4766 Facsimile: (562) 944-3267 Notice Information - City: City of Vernon 4305 Santa Fe Avenue Vernon, CA 90058 Attention: Leonard Grossberg, Director of Health & Environmental Control Department Telephone: (323) 583-8811 Facsimile: (323) 588-4320 Commencement Date: August 1, 2014 Termination Date: October 31, 2016 Consideration: Total not to exceed $100,780.00 (includes all applicable sales tax), and more particularly described in Exhibit A Records Retention Period: Three (3) years, pursuant to Section 9.19 1 SERVICES AGREEMENT BETWEEN THE CITY OF VERNON AND KJSERVICES ENVIRONMENTAL CONSULTING FOR PROGRAM MANAGEMENT AND IMPLEMENTATION SERVICES This contract is made between the City of Vernon ("City"), a California charter city and California municipal corporation ("City"), and Kevin Sales, an individual and sole proprietorship doing business as KJServices Environmental Consulting ("Contractor") The City and Contractor agree as follows: 1.0 EMPLOYMENT OF CONTRACTOR, City agrees to engage Contractor to perform the services as hereinafter set forth as authorized by the City Council on August 5, 2014. 2.0 SCOPE OF SERVICES. 2.1 Contractor shall perform all work necessary to complete the services set forth in Exhibit A, attached to and incorporated into this Contract, by reference. 2.2 All services shall be performed to the satisfaction of City. 23 All services shall be performed according to the standards then prevailing in the environmental consulting profession. 3.0 PERSONNEL. 3.1 Contractor represents that it employs, or will employ, at its own expense, all personnel required to perform the services under this Contract. 3.2 Contractor shall not subcontract any services to be performed by it under this Contract without prior written approval of City. 3.3 All of the services required hereunder will be performed by Contractor or by City-approved subcontractors. Contractor, and all personnel engaged in the work, shall be fully qualified and authorized or permitted under State and local law to perform such services and shall be subject to approval by the City. 4.0 TERM. The term of this Contract shall commence on August 1, 2014, and 2 it shall continue until October 31, 2016, unless terminated at an earlier date pursuant to the provisions thereof. 5.0 COMPENSATION AND FEES. 5.1 Contractor has established rates for the City of Vernon which are comparable to and d❑ not exceed the best rates offered to other governmental entities in and around Los Angeles County for the same services. For satisfactory and timely performance of the services, the City will pay Contractor in accordance with Exhibit A. 5.2 Contractor's grand total compensation for the entire term of this Contract, including change orders, shall neither exceed $100,780.00 nor the amounts stated in Exhibit A, without the prior authorization of the City Council and written amendment of this Contract. 5.3 Contractor shall, at its sole cost and expense, furnish all necessary and incidental labor, material, supplies, facilities, equipment and transportation which may be required for furnishing services pursuant to this Contract. Materials shall be of the highest quality. The above Contract fee shall include all staff time and all clerical, administrative, overhead, insurance, reproduction, telephone, air travel, auto rental, subsistence, and all related costs and expenses. 6 0 PAYMENT. 6.1 As scheduled services are completed, Contractor shall submit to the City an invoice for the services completed, authorized expenses, and authorized extra work actually performed or incurred according to said schedule. 6.2 Each such invoice shall state the basis for the amount invoiced, including a detailed description of the services completed, the number of hours spent, reimbursable expenses incurred and any extra work performed. 6.3 Contractor shall also submit a progress report with each invoice that describes in reasonable detail the services and the extra work, if any, performed in the immediately preceding calendar month. 3 6.4 Contractor understands and agrees that invoices which lack sufficient detail to measure performance will be returned and not processed for payment. 6.5 City will pay Contractor the amount invoiced within thirty (30) days after the City approves the invoice 6.6 Payment of such invoices shall be payment in full for all services, authorized costs and authorized extra work covered by that invoice. 7.0 CHANGE ORDERS. The Director of the Health and Environmental Control Department shall have the authority to issue change orders for administrative and non-material changes to the scope of services and to the time for performance as long as the change orders do not increase the compensation due to Contractor under this Contract and as long as the time to perform is not extended beyond the term authorized by the applicable grants). 8.0 CITY'S RESPONSIBILITY. City shall cooperate with Contractor as may be reasonably necessary for Contractor to perform its services; and will give any required decisions as promptly as practicable so as to avoid unreasonable delay in the progress of Contractor's services. 9.0 GENERAL TERMS AND CONDITIONS. 9.1 INDEPENDENT CONTRACTOR. 9.1.1 It is understood that in the performance of the services herein provided for, Contractor shall be, and is, an independent contractor, and is not an agent or employee of City and shall furnish such services in its own manner and method except as required by this Contract. Further, Contractor has and shall retain the right to exercise full control over the employment, direction, compensation and discharge of all persons employed by Contractor in the performance of the services hereunder. Contractor shall be solely responsible for, and shall indemnify, defend and save City harmless from all matters relating to the payment of its employees, including 4 compliance with social security, withholding and all other wages, salaries, benefits, taxes, exactions, and regulations of any nature whatsoever. 9.1.2 Contractor acknowledges that Contractor and any subcontractors, agents or employees employed by Contractor shall not, under any circumstances, be considered employees of the City, and that they shall not be entitled to any of the benefits or rights afforded employees of City, including, but not limited to, sick leave, vacation leave, holiday pay, Public Employees Retirement System benefits, or health, life, dental, long-term disability or workers' compensation insurance benefits. 92 CONTRACTOR NOT AGENT. Except as the City may authorize in writing, Contractor and its subcontractors shall have no authority, express or implied, to act on behalf of or bind the City in any capacity whatsoever as agents or otherwise 93 OWNERSHIP OF WORK. All reports, drawings, plans, specifications, computer tapes, floppy disks and printouts, studies, memoranda, computation sheets and other documents prepared by Contractor in furtherance of the work shall be the sole property of City and shall be delivered to City whenever requested. Contractor shall keep such documents and materials on file and available for audit by the City for at least three (3) years after completion or earlier termination of this Contract. Contractor may make duplicate copies of such materials and documents for its own files or for such other purposes as may be authorized in writing by the City. 9.4 CORRECTION OF WORK. Contractor shall promptly correct any defective, inaccurate or incomplete tasks, deliverables, goods, services and other work, without additional cost to the City The performance or acceptance of services furnished by Contractor shall not relieve the Contractor from the obligation to correct subsequently discovered defects, inaccuracy or incompleteness. 9,5 WAIVER. The City's waiver of any term, condition, breach or default of this Contract shall not be considered to be a waiver of any other term, condition, default or breach, nor of a subsequent breach of the one waived. 5 9.6 SUCCESSORS. This Contract shall inure to the benefit of, and shall be binding upon, the parties hereto and their respective heirs, successors and/or assigns. 9.7 NO ASSIGNMENT, Contractor shall not assign or transfer this Contract or any rights hereunder without the prior written consent of the City and approval by the City Attorney, which may be withheld in the City's sole discretion. Any unauthorized assignment or transfer shall be null and void and shall constitute a material breach by the Contractor of its obligations under this Contract. No assignment shall release the original parties or otherwise constitute a novation. 9.8 COMPLIANCE WITH LAWS. Contractor shall comply with all Federal, State, County and City laws, ordinances, rules and regulations, which are, as amended from time to time, incorporated herein and applicable to the performance hereof, including but without limitation, the Vernon Living Wage Ordinance. Violation of any law material to performance of this Contract shall entitle the City to terminate the Contract and otherwise pursue its remedies 9.9 ATTORNEY'S FEES. If any action at law or in equity is brought to enforce or interpret the terms of this Contract, the prevailing party shall be entitled to reasonable attorney's fees, costs and necessary disbursements in addition to any other relief to which such party may be entitled. 9.10 INTERPRETATION. 9.10.1 Applicable Law. This Contract, and the rights and duties of the parties hereunder (both procedural and substantive), shall be governed by and construed according to the laws of the State of California. 9.10.2 Entire Agreement. This Contract, including any exhibits attached hereto, constitutes the entire agreement and understanding between the parties regarding its subject matter and supersedes all prior or contemporaneous negotiations, representations, understandings, correspondence, documentation and 6 agreements (written or oral) 910.3 Written Amendment. This Contract may only be changed by written amendment signed by Contractor and the City Administrator or other authorized representative of the City, subject to any requisite authorization by the City Council. Any oral representations or modifications concerning this Contract shall be of no force or effect. 9.10.4 Severability. If any provision in this Contract is held by any court of competent jurisdiction to be invalid, illegal, void, or unenforceable, such portion shall be deemed severed from this Contract, and the remaining provisions shall nevertheless continue in full force and effect as fully as though such invalid, illegal, or unenforceable portion had never been part of this Contract. 9.105 Order of Precedence. In case of conflict between the terms of this Contract and the terms contained in any document attached as an Exhibit or otherwise incorporated by reference, the terms of this Contract shall strictly prevail. The terms of the City's Request for Proposals shall control over the Contractor's Proposal. 9.10.6 Choice of Forum The parties hereby agree that this Contract is to be enforced in accordance with the laws of the State of California, is entered into and/or is to be performed in the City of Vernon and that all claims or controversies arising out of or related to performance under this Contract shall be submitted to and resolved in a forum within the County of Los Angeles at a place to be determined by the rules of the forum. 9.10.7 Duplicate Originals. There shall be two (2) fully signed copies of this Contract, each of which shall be deemed an original. 9.11 TIME OF ESSENCE. Time is strictly of the essence of this contract and each and every covenant, term and provision hereof. 9.12 AUTHORITY OF CONTRACTOR. The Contractor hereby 7 represents and warrants to the City that the Contractor has the right, power, legal capacity and authority to enter into and perform its obligations under this Contract, and its execution of this Contract has been duly authorized. 9.13 ARBITRATION OF DISPUTES. Any dispute for under $25,000 arising out of or relating to the negotiation, construction, performance, non-performance, breach or any other aspect of this Contract, shall be settled by binding arbitration in accordance with the Commercial Rules of the American Arbitration Association at Los Angeles, California and judgment upon the award rendered by the Arbitrators may be entered in any court having jurisdiction thereof. The City does not waive its right to object to the timeliness or sufficiency of any claim filed or required to be filed against the City and reserves the right to conduct full discovery. 9.14 INDEMNITY. 9.14.1 Contractor agrees to indemnify, hold harmless and defend (even if the allegations are false, fraudulent or groundless), to the maximum extent permitted by law, the City, its City Council and each member thereof, and its officers, employees, commission members and representatives, from any and all liability, loss, suits, claims, damages, costs, judgments and expenses (including attorney's fees and costs of litigation) which in whole or in part result from, or arise out of, or are claimed to result from or to arise out of: A. any activity on or use of City's premises or facilities or any performance under this Contract; or B. any acts, errors or omissions (including, without limitation, professional negligence) of Contractor, its employees, representatives, subcontractors, or agents in connection with the performance of this Contract. 9.14.2 This agreement to indemnify includes, but is not limited to, personal injury (including death at any time) and property or other damage (including, but without limitation, contract or tort or patent, copyright, trade secret or 8 trademark infringement) sustained by any person or persons (including, but not limited to, companies, or corporations, Contractor and its employees or agents, and members of the general public). The sole negligence or willful misconduct of City, its employees or agents other than Contractor or Contractor's subcontractors are excluded from this indemnity agreement. 9.15 INSURANCE. Contractor shall, at its own expense, procure and maintain policies of insurance of the types and in the amounts set forth below, for the duration of the Contract, including any extensions thereto. The policies shall state that they afford primary coverage. 9.15.1 Automobile Liability with minimum limits of at least $100,000/300,000/50,000 if written on a personal automobile liability form, for using a personal vehicle; or an amount of$500,000 including owned, hired, and non- owned liability coverage if written on a Commercial automobile liability form. 9.15.2 General Liability with minimum limits of at least $1,000,000 combined single limits written on an Insurance Services Office (ISO) Comprehensive General Liability "occurrence" form or its equivalent for coverage on an occurrence basis. Premises/Operations and Personal Injury coverage is required. The City of Vernon, its directors, commissioners, officers, employees, agents and volunteers must be endorsed on the policy as additional insureds as respects liability arising out of the Contractor's performance of this Contract. A. If Contractor employs other contractors as part of the services rendered, Contractor's Protective Coverage is required. Contractor may include all subcontractors as insureds under its own policy or shall furnish separate insurance for each subcontractor, meeting the requirements set forth herein. If the consultant uses subcontractors, they are required to provide insurance that is equal to the consultants. This insurance should also be submitted to the City. B. Blanket Contractual Coverage if required- 9 C. Products/Completed Operations coverage where such risk is applicable 9.15.3 Pollution Liability with minimum limits of at least $1,000,000 per occurrence or spill. 9.15.4 Contractor shall comply with the applicable sections of the California Labor Code concerning workers' compensation for injuries on the job. Compliance is accomplished in one of the following manners: A. Provide copy of permissive self-insurance certificate approved by the State of California; or B. Secure and maintain in force a policy of workers' compensation insurance with statutory limits and Employer's Liability Insurance with a minimal limit of $1,000,000 per accident. The policy shall be endorsed to waive all rights of subrogation against City, its City Council, commissioners, officers, employees, and volunteers for losses arising from performance of this Contract; or C. Provide a "waiver" form certifying that no employees subject to the Labor Code's Workers' Compensation provision will be used in performance of this Contract. 9.15.5 Each insurance policy included in this clause shall be endorsed to state that coverage shall not be cancelled except after thirty (30) days' prior written notice to City. 9.15.6 Insurance shall be placed with insurers with a Best's rating of no less than B:VIII. 9.15.7 Prior to commencement of performance, Contractor shall furnish City with a certificate of insurance for each policy. Each certificate is to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificate(s) must be in a form approved by City. City may require complete, certified copies of any or all policies at any time. 10 9.15.8 Failure to maintain required insurance at all times shall constitute a default and material breach. In such event, Contractor shall immediately notify City and cease all performance under this Contract until further directed by the City_ In the absence of satisfactory insurance coverage, City may, at its option: (a) procure insurance with collection rights for premiums, attorney's fees and costs against Contractor by way of set-off or recoupment from sums due Contractor, at City's option; (b) immediately terminate this Contract, or (c) self insure the risk, with all damages and costs incurred, by judgment, settlement or otherwise, including attorney's fees and costs, being collectible from Contractor, by way of set-off or recoupment from any sums due Contractor. 9.16 NOTICES Any notice or demand to be given by one party to the other be given in writing and by personal delivery or prepaid first-class, registered or certified mail, addressed as follows. Notice simply to the City of Vernon or any other City department is not adequate notice. If to the City: City of Vernon Attention: Leonard Grossberg, Director of Health & Environmental Control 4305 Santa Fe Avenue Vernon, CA 90058 If to the Contractor: KJServices Environmental Consulting Attention: Kevin Sales, Principal 9020 Hornby Avenue Whittier, CA 90643 Any such notice shall be deemed to have been given upon delivery, if personally delivered, or, if mailed, upon receipt or upon expiration of three (3) business days from the date of posting, whichever is earlier. Either party may change the address at which it desires to receive notice upon giving written notice of such request to the other party. 9.17 TERMINATION FOR CONVENIENCE (Without Cause). City 11 may terminate this Contract in whole or in part at any time, for any cause or without cause, upon fifteen (15) calendar days' written notice to Contractor. If the Contract is thus terminated by City for reasons other than Contractor's failure to perform its obligations, City shall pay Contractor a prorated amount based on the services satisfactorily completed and accepted prior to the effective date of termination. Such payment shall be Contractor's exclusive remedy for termination without cause. 9.18 DEFAULT. In the event either party materially defaults in its obligations hereunder, the other party may declare a default and terminate this Contract by written notice to the defaulting party. The notice shall specify the basis for the default. The Contract shall terminate unless such default is cured before the effective date of termination stated in such notice, which date shall be no sooner than ten (1 0) days after the date of the notice Termination for cause shall relieve the terminating party of further liability or responsibility under this Contract, including the payment of money, except for payment for services satisfactorily and timely performed prior to the service of the notice of termination, and except for reimbursement of(1) any payments made by the City for service not subsequently performed in a timely and satisfactory manner, and (2) costs incurred by the City in obtaining substitute performance. 9.19 MAINTENANCE AND INSPECTION OF RECORDS_ The City, or its authorized auditors or representatives, shall have access to and the right to audit and reproduce any of the Contractor's records to the extent the City deems necessary to insure it is receiving all money to which it is entitled under the Contract and/or is paying only the amounts to which Contractor is properly entitled under the Contract or for other purposes relating to the Contract. The Contractor shall maintain and preserve all such records for a period of at least 3 years after termination of the Contract The Contractor shall maintain all such records in the City of Vernon. 12 If not, the Contractor shall, upon request, promptly deliver the records to the City of Vernon or reimburse the City for all reasonable and extra costs incurred in conducting the audit at a location other than the City of Vernon, including, but not limited to, such additional {out of the City} expenses for personnel, salaries, private auditors, travel, lodging, meals and overhead. 9.20 CONFLICT. Contractor hereby represents, warrants and certifies that no member, officer or employee of the Contractor is a director, officer or employee of the City of Vernon, or a member of any of its boards, commissions or committees, except to the extent permitted by law. 9.21 ENFORCEMENT OF WAGE AND HOUR LAWS. Eight hours labor constitutes a legal day's work. The Contractor, or subcontractor, if any, shall forfeit twenty-five dollars ($25) for each worker employed in the execution of this Agreement by the respective Contractor or subcontractor for each calendar day during which the worker is required or permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of Sections 1810 through 1815 of the California Labor Code as a penalty paid to the City; provided, however, work performed by employees of contractors in excess of 8 hours per day, and 40 hours during any one week, shall be permitted upon compensation for all hours worked in excess of 8 hours per day at not less than 1% times the basic rate of pay. 9.22 LIVING WAGES Contractor, and any Subcontractor(s), shall comply with the City's Living Wage Ordinance. The current Living Wage Standards are set forth in Exhibit B. Upon the City's request, certified payroll records shall promptly be provided to the City. 9.23 EQUAL EMPLOYMENT OPPORTUNITY PRACTICES. Contractor certifies and represents that, during the performance of this Contract, it and any other parties with whom it may subcontract shall adhere to equal employment opportunity practices to assure that applicants, employees and recipients of service are treated 13 equally and are not discriminated against because of their race, religion, color, national origin, ancestry, disability, sex, age, medical condition, sexual orientation or marital status. Contractor further certifies that it will not maintain any segregated facilities. Contractor further agrees to comply with the Equal Employment Opportunity Practices provisions as set forth in Exhibit C. [Signatures Begin on Next Page]. 14 IN WITNESS WHEREOF, the Parties have signed this Agreement as of the date stated in the introductory clause. City of Vernon, a California charter City Kevin Sales, an individual and sole and California municipal corporation proprietorship doing business as KJServices Environmental Consulting By: Mark Whitworth, City Administrator By:Name- Title: ATTEST: By: Name: Ana Barcia, Deputy City Clerk -- Title: APPROVED AS TO FORM: Scott E. Porter Deputy City Attorney 15 EXHIBIT A CONSIDERATION In consideration for the services provided by Contractor under this Contract, notwithstanding any other provision in this Contract to the contrary, Contractor shall not receive consideration exceeding the available grant funding. Specifically, the three following limits on total consideration, inclusive of reimbursements, apply: A. Used Oil Payment Program: $5,000. B. CalRecycle City/County Payment Program: $5,000. C. Used Oil Competitive Grant Program: $90,780. Within each of those programs are additional consideration limits, as described below. Where costs are described as "Reimbursement", payment shall be paid solely to the extent Contractor incurred expenses that the City authorized in writing in advance of the expense being incurred: A. Used Oil Payment Program —Total not to exceed $5,000. (Grant Term is for FY 2014-2015) 1. School Outreach/ Year 2013 Used Oil Artwork Contest & Poster Total not to exceed: $4,360.00 Breakdown: 20 hours @ $80.00/hour = $1,600.00 Poster) calendar design and printing (quantity: 500) _ $2,760.00 (Reimbursement) 2. Program Administration and Project Management Total not to exceed: $640.00 Breakdown: 8 hours @ $80.00/hour = $640.00 B. CalRecycle City/County Payment Program. Total not to exceed $5,000. (Grant Term is for FY 2014-2015). 1. Earth Day Education Event at Vernon City School Total not to exceed: $4,000.00 Breakdown: 44 hours @ $80/hr. _ $3,520 Materials - $480 (Reimbursement) 2. City of Vernon Environmental Fair Total not to exceed: $1,000.00 16 Breakdown: 6 hours @$80.00/hour = $480 Materials = $520 (Reimbursement) C. Used Oil Competitive Grant Program. Total not to exceed $90,780. (Grant Term is May 1, 2014 through March 31, 2016. 1. Temporary or Mobile Collection -- $34,780 Non-Personnel Costs - $17,500 (Reimbursement) Equipment for 6 collection events - $7,000 (Reimbursement) Oil & filter hauling - $9,000 (Reimbursement) Event flyers (500 per event x 6 events) — 1,500 (Reimbursement) Personnel - $17,280 Event staffing (6 events x 4 staff x 6 hrs. x $701hr.) - $10,080 Event planning & administration (90 hrs. x $801hr.) - $7,200 2. Publicity and Education— $32,400 Non-Personnel Costs - $20,840 (Reimbursement) Trucker used oil brochure (qty. 2000) — $8,000 (Reimbursement) • Development - $2,000 (Reimbursement) • Design - $2,500 (Reimbursement) • Printing - $3,000 (Reimbursement) • Postage - $500 (Reimbursement) Newspaper ads - $9,500 (Reimbursement) • Design & Layout - $1,500 (Reimbursement) • Newspaper placements - $8,000 (Reimbursement) Promo Items - $3,340 (Reimbursement) Personnel - $11,560 In-City educational outreach events - $7,560 (6 events x 6 hours each x 3 staff x $701hour.) Participation at regional trucking events - $4,000 (4 events @ $1,000 each —registration, staff, & materials) 17 3. Administration Costs - $16,000 Identify independent owner 1 operator truckers in the City of Vernon, build database of likely Do-it-Yourself(DIYer) truckers. 200 hrs. @ $801hr. - $16,000 4. Personnel (Program Planning, Management& Administration) — $6,000 Evaluation, reporting and project management & oversight - $6,000 (75 hrs @ $801hr) 5. Otherl Equipment-- $1,600(Reimbursement) Survey and collection event equipment and supplies - $1,600 (Reimbursement) Total Budget -- $100,780.00 18 EXHIBIT B LIVING WAGE PROVISIONS Minimum Living Wages: A requirement that Employers pay qualifying employees a wage of no less than $10.30 per hour with health benefits, or $11.55 per hour without health benefits. Paid and Unpaid Days Off: Employers provide qualifying employees at least twelve compensated days off per year for sick leave, vacation, or personal necessity, and an additional ten days a year of uncompensated time for sick leave No Retaliation: A prohibition on employer retaliation against employees complaining to the City with regard to the employer's compliance with the living wage ordinance. Employees may bring an action in Superior Court against an employer for back pay, treble damages for willful violations, and attorney's fees, or to compel City officials to terminate the service contract of violating employers. 19 EXHIBIT C EQUAL EMPLOYMENT OPPORTUNITY PRACTICES PROVISIONS A. Contractor certifies and represents that, during the performance of this Agreement, the contractor and each subcontractor shall adhere to equal opportunity employment practices to assure that applicants and employees are treated equally and are not discriminated against because of their race, religious creed, color, national origin, ancestry, handicap, sex, or age. Contractor further certifies that it will not maintain any segregated facilities. B. Contractor agrees that it shall, in all solicitations or advertisements for applicants for employment placed by or on behalf of Contractor, state that it is an "Equal Opportunity Employer" or that all qualified applicants will receive consideration for employment without regard to their race, religious creed, color, national origin, ancestry, handicap, sex or age. C. Contractor agrees that it shall, if requested to do so by the City, certify that it has not, in the performance of this Agreement, discriminated against applicants or employees because of their membership in a protected class. ❑ Contractor agrees to provide the City with access to, and, if requested to do so by City, through its awarding authority, provide copies of all of its records pertaining or relating to its employment practices, except to the extent such records or portions of such records are confidential or privileged under state or federal law. E. Nothing contained in this Agreement shall be construed in any manner as to require or permit any act which is prohibited by law. 20 RECEIVED RECF-WEDof VC JUL 15 2014 JUL 17 Z014 ttolt CITY ADMINISTRATION CITY CL ERK'S OFFICE OWN ' Y POLICE DEPARTMENT Daniel Calleros, Chief of Police 4305 Santa Fe Avenue, Vernon, California 90058 Telephone (323)587-5171 Fax (323) 826-1481 July 16, 2014 Honorable City Council City of Vernon Vernon, California Honorable Members: Attached are copies of the Vernon Police Department Activity Log and Statistical Summary of Arrest and Activities which cover the period from 12:01 a.m., July 1, 2014 up to and including midnight of July 15, 2014. Respectfully submitted, VERNON POLICE DEPARTMENT a"( DANIEL CALLEROS CHIEF OF POLICE DC/dr ExSfusivefy Industrial VERNON POLICE DEPARTMENT Department Activity Report First Date: 07/01/2014 Jurisdiction: VERNON Last Date: 07/15/2014 Department Complaint All Units Primary Unit Type Description VPD 10-6 OFFICER IS 10-6 C7,961,962,10-10,WASH, EQUIPh 82 75 10-96M 10-96 MARY(MAIL DETAIL) 5 4 140 SUPPLEMENTAL REPORT 2 1 20002 NON-INJURY HIT AND RUN 10 4 20002R NON-INJURY HIT AND RUN REPORT 8 6 211R ROBBERY REPORT 4 1 211S SILENT ROBBERY ALARM 3 1 242 BATTERY 3 1 242R BATTERY REPORT 1 1 245R ASSAULT WITH A DEADLY WEAPON REPORT 1 1 247R SHOOTING AT AN UN6CCUPIED DWELLING OR V 1 1 273.5R , DOMESTIC VIOLENCE,REPORT 2 1 314 INDECENT EXPOSURE 2 1 415 DISTURBING THE PEACE 7 2 459 BURGLARY 3 1 459A' AUDIBLE'BURGLARYALARM 166 90 459R BURGLARY REPORT - 2 2 459S SILENT BURGLARY ALARM 4 1 459VR BURGLARY TO A VEHICLE REPORT 15 9 476R FRAUD REPORT 1 1 484 PETTY THEFT 5 1 484R PETTY THEFT REPORT 4 4 487R GRAND THEFT REPORT 4 3 586 PARKING PROBLEM 17 13 586E PARKING ENFORCEMENT 2 2 594 VANDALISM 4 1 602 TRESPASS 10 2 653MR ANNOYING PHONE CALLS REPORT 2 1 901 UNKNOWN INJURY TRAFFIC COLLISION 8 3 901T INJURY TRAFFIC COLLISION 6 2 902T NON-INJURY TRAFFIC COLLISION 40 25 902TR NON-INJURY TRAFFIC COLLISION REPORT 1 1 909C TRAFFIC CONTROL 8 3 909E TRAFFIC ENFORCEMENT 1 1 909T TRAFFIC HAZARD 3 3 911 911 MISUSE/HANGUP 5 3 911A CONTACT THE REPORTING PARTY 11 7 911 NR 911 CALL NO RESPONSE REQUIRED 1 1 917A ABANDONED VEHICLE 5 3 925 SUSPICIOUS CIRCUMSTANCES 37 12 927 UNKNOWN TROUBLE 2 1 A245 ATTEMPT ASSAULT WITH A DEADLY WEAPON 4 1 ASTVFD ASSIST VERNON FIRE DEPARTMENT 18 10 BARCK BAR CHECK 4 2 BOSIG BROKEN SIGNAL OR LIGHT 4 4 BOVEH BROKEN DOWN VEHICLE 14 10 CITCK CITATION CHECK 17 15 CIVIL CIVIL MATTER 4 2 0711612014 05:44:44 Page 1 of VERNON POLICE DEPARTMENT Department Activity Report First Date: 07/01/2014 Jurisdiction: VERNON Last Date: 07/15/2014 Department Complaint All Units Primary Unit Type Description VPD CODE5 SURVEILLANCE/STAKE-OUT 2 1 COP COP DETAIL 1 1 DIET DETECTIVE INVESTIGATION 23 10 DETAIL DETAIL 4 1 DPTAST DEPARTMENTAL ASSIST 10 6 DUI DRIVING UNDER THE INFLUENCE 3 1 FILING OFFICER IS 10-6 REPORT WRITING 26 25 FU FOLLOW UP 22 13 GTA GRAND THEFT AUTO 7 1 HBC HAILED BY A CITIZEN 8 4 JAILPANIC TEST THE JAIL PANIC ALARM BUTTON 7 7 KTP KEEP THE PEACE 2 1 LOCATE LOCATED VERNON STOLEN VEHICLE 1 1 PANIC ALARM PANIC ALARM/DURESS ALARM 8 2 PAPD PUBLIC ASSIST-POLICE 5 3 PATCK PATROL CHECK 38 29 PDO PROPERTY DAMAGE ONLY 1 1 PEDCK PEDESTRIAN CHECK 27 16 PRSTRAN PRISONER TRANSPORTED 5 5 REC RECOVERED STOLEN VEHICLE 7 2 RECKLESS DF RECKLESS DRIVING(23103) 4 3 REPO REPOSSESSION 2 2 RR RAIL ROAD PROBLEM 1 1 SEAACA SEAACA ANIMAL CALLS 3 3 STRAY STRAY DOG/ANIMAL 2 1 SUBPOENA SUBPOENA SERVICE 2 1 TEST TEST CALL 2 2 TRAFFIC STOI TRAFFIC STOP 150 126 UNATTACHED UNATTACHED TRAILER 2 2 VCK VEHICLE CHECK 36 24 VEH RELEASE VEHICLE RELEASE 2 2 WARRANT WARRANT ARREST 5 2 WELCK WELFARE CHECK 11 4 WRNTSVC WARRANT SERVICE 2 1 Department: 994 644 Overall: 994 644 0711612014 05:44:44 Page 2 of 2 VERNON POLICE DEPARTMENT Police Activity Report Period Ending: 07/15/14 TRAFFIC COLLISIONS NO. PROPERTY RECOVERED TOTAL 15 VEHICLES: $25,000.00 NON-INJURY 12 INJURY 3 Pedestrian Fatalities City Property Damage 3 Hit&Run(Misdemeanor) 3 Hit&Run(Felony) Persons Injured 4 VEHICLES STORED PROPERTY RECOVERED FOR Unlicensed Driver 32 OTHER DEPARTMENTS Traffic Hazards 1 VEHICLES: $3,000.00 Abandoned/Stored Vehicle 6 CITATIONS Citations Iss (Prisoner Release) 1 Citations Iss (Moving) 74 Citations Iss (Parking) 8 Citations Iss (Total) 82 Hazardous 39 Non-Hazardous 35 Other Violations CASES CLEARED BY ARREST AR14-213 CR141198 11377(A) HS AR14-214 CR141160 503 PC AR14-215 CR141210 10851(A)VC AR14-217 CR141246 10851(A)VC AR14-221 CR141181 243.4(E)(1)PC AR14-222 CR141253 245(A)(1) PC VERNON POLICE DEPARTMENT REPORT FOR PERSONS ARRESTED PERIOD ENDING 07 15/14 ADULT FELONY ARRESTS AND DISPOSITIONS MALE FEMALE TOTAL AGGRAVATED ASSAULT _ BURGLARY DOMESTIC VIOLENCE EMBEZZLEMENT 1 1 GRAND THEFT IDENTITY THEFT POSS. CONTROLLED SUBS. 1 1 POSS. STOLEN PROPERTY 4 RAPE I ROBBERY STALKING VEHICLE THEFT 2 1 3 TOTAL FELONY ARRESTS 3 2 5 ADULT MISDEMEANOR ARRESTS AND DISPOSITIONS MALE FEMALE TOTAL ASSAULT WITH A DEADLY WEAPON 1 1 DRIVING W/ SUSPENDED DL DRUNK DRIVING DRUNK IN PUBLIC PETTY THE FT ! POSS. NARC. PARAPHERNALIA RECKLESS DRIVING SEXUAL BATTERY 1 1 VANDALISM WARRANTS (BENCH/TRFC) 2 2 WARRANTS {FOREIGN) 1 1 TOTAL MISD. ARRESTS 5 0 5 IUVENILES DETAINED --- FELONY AND MISDEMEANOR MALE FEMALE TOTAL CURFEW (VMC) PETTY THE FT POSS. STOLEN PROPERTY VANDALISM VEHICLE THEFT TOTAL JUVENILES DET. 0 0 0 TOTAL FELONY ARRESTS (ADULT)TO DATE: 76 TOTAL MISDEMEANOR ARRESTS (ADULT)TO DATE: 142 TOTAL JUVENILES DETAINED (FELONY AND MISDEMEANOR)TO DATE: 4 TOTAL ARRESTS AND DETAINED JUVENILES (FELONY AND MISDEMEANOR) TO DATE: 222 VERNON POLICE DEPARTMENT Call Log Report Type All Unit Times and Location with OCA Is First Date: 07/01/2014 Jurisdiction: VERNON Last Date: 07/01/2014 Call Number Disp Ten Received Caller Code Complaint Address Unit Time Den Officer Unit Dispatch Enroute OnScene Depart Arrive Remove Comp 20140711933 RPT 07/01/2014 15:11:41 AT&T MOBILITY 800 635 6840 4 902T 5353 DOWNEY RD,VERNON DeDartmem OCA Number 730Jur0 VPD CR20141195 CA01A0197300 VPD HERNANDEZ,EDV*2L11 15:13:13 15:13:15 15:18:14 17:24:02 VPD VASQUEZ,LUIS 21-12 15:13:14 15:17:32 16:47:32 VPD MOSCOSO,CHRI:2L8 15:13:53 15:45:07 15:57:00 VPD ZAPIEN,DAVID 2S2 16:32:11 17:24:02 20140711939 RPT 07/01/2014 18:17:16 902T EB 60 FWY,VERNON Departmem OCA Number RMS Juris VPD CR20141196 CA0197300 VPD GILLMAN,MICHAE*5C15 18:17:16 19:02:52 20140711945 RPT 07/01/2014 21:16:03 T-MOBILE(877)653-7911 uris CITY 20002 E 49TH//CORONA AV,VERNON Ppartmem C 20 Number c o197300 VPD VALENZUELA,FEI*1L8 21:16:42 21:20:43 21:26:27 22:59:31 VPD QUINONES,ANA 11-10 21:25:15 23:15:46 VPD CERDA,PAUL,JR 1 L9 21:16:44 21:20:44 21:22:14 22:59:33 VPD RAMOS,JOSE 1Z8 21:20:46 21:21:27 22:59:34 07/0212014 05:01:31 Page 1 of 1 VERNON POLICE DEPARTMENT Call Log Report Type All Unit Times and Location with OCA 's First Date: 07/02/2014 Jurisdiction: VERNON Last Date: 07/02/2014 Call Number Disp Ten Received Caller Code Complaint Address Unit Time Den Officer Unit Dispatch Enroute OnScene Depart Arrive Remove Comp 20140711947 RPT 07/02/2014 01:47:00 DANIELS Departmem OCA Number RMS Juris 1015 1 L10 602 3049 E VERNON AV,VERNON VPD CR20141198 CA0197300 VS VPD STEVENSON,KEVK91 01:47:34 01:48:17 01:49:52 03:02:09 VPD QUINONES,ANA 1 L10 01:52:57 01:55:02 02:51:36 VPD VALENZUELA,FE11L8 01:48:25 01:53:08 03:05:27 VPD CERDA,PAUL,JR 1L9 01:53:01 01:55:01 03:26:09 VPD RODRIGUEZ,FERISI 01:55:04 02:50:05 VPD RAMOS,JOSE 1Z8 01:53:05 02:58:53 20140711973 RPT 07/02/2014 12:28:54 OWENS Departmem OCA Number RMS Juris 20002R 2901 FRUITLAND AV,VERNON VPD CR20141199 CA0197300 VPD NEWTON,TODD '21-2 12:30:42 12:30:43 12:37:29 13:32:04 VPD CERDA,EUGENI021-1 12:33:24 13:09:25 20140711976 1015 07/02/2014 13:16:07 FU 14121 DONANALDALE,LA PUENTE VPD CROSS,JEREMY '5D23 13:16:07 15:24:14 VPD ONOPA,DANIEL 5D34 13:56:17 15:24:15 20140711988 RPT 07/02/2014 17:33:36 PD S SOTO//BANDINI BL,VERNON Departmem OCA Number RMS Juris VPD CR20141200 CA0197300 VPD RECORDS BURFJ'RECD 17:33:57 18:00:22 20140711990 RPT 07/02/2014 17:51:40 RENE CASTILLO 459VR SEVILLE AV//FRUITLAND AV,VERNON Departmem OCA Number RMS Juris VPD CR20141201 CA0197300 VPD CERDA,EUGENI0"2L1 17:54:10 17:54:11 18:00:17 19:44:48 0710312014 04.44.41 Page 1 of 1 VERNON POLICE DEPARTMENT Call Log Report Type All Unit Times and Location with OCA 's First Date: 07/03/2014 Jurisdiction: VERNON Last Date: 07/03/2014 Call Number Disp Ten Received Caller Code Complaint Address Unit Time Dep Officer Unit Dispatch Enroute OnScene Depart Arrive Remove Comp 20140712005 VI 07/03/2014 05:56:06 TRAFFIC STOP E VERNON AV//SOTO ST,VERNON Departmem CR2 Number RMS Juris CITE VPD R20141202 CA0197300 VPD RAMOS,JOSE *1 L11 05:56:06 06:45:38 20140712009 RPT 07/03/2014 07:04:14 459R 3222 E WASHINGTON BL,VERNON Departmem CR2 Number CMS Juris VPD R20141204 CA0197300 VPD *21-11 07:07:43 07:07:43 07:24:24 08:13:06 20140712011 RPT 07/03/2014 07:17:57 2 Departmem OCA Number CMS Juris 0002R 4990 SEVILLE AV,VERNON VPD CR20141203 CA0197300 VPD *2L12 07:20:15 07:20:16 07:31:47 08:06:31 0710412014 05:03:37 Page 1 of 1 VERNON POLICE DEPARTMENT Call Log Report Type All Unit Times and Location with OCA Is First Date: 07/04/2014 Jurisdiction: VERNON Last Date: 07/04/2014 Call Number Disp Ten Received Caller Code Complaint Address Unit Time Dep Officer- Unit Dispatch Enroute OnScene Depart Arrive Remove Comp 20140712066 RPT 07/04/2014 12:04:26 459VR 4281 BANDINI BL,VERNON Departmem OCA Number RMS J300 VPD CR20143205 CA0197300 VPD DOCHERTY,MICW2L3 12:07:31 12:07:32 12:41:09 13:17:20 VPD HERNANDEZ,MIG2L1 12:14:45 12:26:12 13:17:05 20140712070 RPT 07/04/2014 14:25:27 902T BANDINI BL H ATLANTIC BL,VERNON Departmem CR2 Number RMS J300 VPD R20141206 CA0197300 VPD DOCHERTY,MICH'2L3 14:26:06 14:26:22 14:30:46 15:53:38 VPD HERNANDEZ,MIG21-1 14:32:04 14:36:03 15:53:38 07/16/2014 09:00:57 Page 1 of 1 VERNON POLICE DEPARTMENT Call Log Report Type All Unit Times and Location with OCA Is First Date: 07/05/2014 Jurisdiction: VERNON Last Date: 07/05/2014 Call Number Disp Ten Received Caller Code Complaint Address Unit Time Dep Officer Unit Dispatch Enroute OnScene Depart Arrive Remove Camp 20140712101 RPT 07/0512014 10:49:23 OVERHILL FARMS 484R 2727 E VERNON AV,VERNON Departmen� UCA Number RMS funs VPD CR20141207 CA0197300 VPD DOCHERTY,MICH`2L1 10:51:19 10:51:46 10:55:01 11:31:59 0710612014 05:00:5! Page i of i VERNON POLICE DEPARTMENT Call Log Report Type All Unit Times and Location with OCA Is First Date: 07/06/2014 Jurisdiction: VERNON Last Date: 07/06/2014 Call Number Disp Ten Received Caller Code Complaint Address Unit Time Dep Officer Unit Dispatch Enroute OnScene Depart Arrive Remove Comp 20140712142 VREC 07/06/2014 08:00:46 REC 24TH//MINERVA,VERNON Departmem OCA Number RMS Juris VPD CR20141208 CA0197300 VPD VILLEGAS,RICHA`21-12 08:00:47 08:33:48 20140712172 CITE 07/06/2014 21:36:54 TRAFFIC STOP S SANTA FIE AV H 30TH,VERNON Department OCA Number RMS Juris VI VPD CR20141209 CA0197300 RPT VPD LANDA,RAFAEL `1L8 21:36:54 22:17:39 VPD CERDA,EUGEN101L1 21:52:31 22:17:39 07/07/2014 05:06:4C Page 1 of 1 VERNON POLICE DEPARTMENT Call Log Report Type All Unit Times and Location with OCA Is First Date: 07/07/2014 Jurisdiction: VERNON Last Date: 07/07/2014 Call Number Disp Ten Received Caller Code Complaint Address Unit Time Dep Officer Unit Dispatch Enroute OnScene Depart Arrive Remove Comp 20140712185 RPT 07/07/2014 01:31:04 REC MINERVA H 24TH VERNON Departmem OCA Number RMS Ju0 , VI VPD CR20141210 CA0197300 CITE VPD VALENZUELA,FEI'1L3 01:31:46 06:03:59 03:55:01 VPD CERDA,EUGEN1011-1 01:47:33 01:50:31 02:52:17 VPD CERDA,PAUL,JR 11-2 01:47:53 02:19:18 VPD LANDA,RAFAEL 11-8 01:47:35 01:50:29 07:02:35 VPD ESTRADA,IGNACi1S1 01:54:40 02:30:34 VPD 21-1 07:01:56 07:50:49 20140712195 VREC 07/07/2014 06:25:26 LOCATE 6336 RITA,HUNTINGTON PARK VPD DISPATCH •DISP 06:25:50 07:16:19 20140712197 CITE 07/07/2014 06:35:01 TRAFFIC STOP DOWNEY RD//50TH,VERNON Departmen� OCA Number CMS Ju00 VI VPD CR20141211 CA0197300 VPD GAYTAN,LOREN2'M1 06:35:01 07:10:29 20140712207 CITE 07/07/2014 08:14:10 TRAFFIC STOP S ALAMEDA//SLAUSON AV,VERNON Departmem CR2 Number CMS J300 VI VPD R20141212 CA0197300 VPD GAYTAN,LORENZ`M1 08:14:10 08:37:03 20140712209 CITE 07/07/2014 08:37:08 uris VI TRAFFIC STOP E 55TH H ALAMEDA,VERNON VPDDartmeni C 20 Number m3er c 0197300 VPD GAYTAN,LORENZ'M1 08:37:08 09:02:22 20140712213 07/08/2014 06:31:1E Page 1 of 'VERNON POLICE DEPARTMENT Call Log Report Type All Unit Times and Location with OCA Is First Date: 0710712014 Jurisdiction: VERNON Last Date: 07/07/2014 Call Number Disp Ten Received Caller Code Complaint Address Unit Time Den Officer Unit Dispatch Enroute OnScene Depart Arrive Remove Comp 20140712213 RPT 07/07/2014 09:16:29 ANA 901T DOWNEY RD//DISTRICT BL,VERNON Department OCA Number RMS Juris VPD CR20141214 CA0197300 VPD MOSCOSO,CHRI;"2L3 09:17:07 09:17:07 09:26:16 10:30:15 VPD VILLEGAS,RICHA21-1 09:17:29 09:22:25 10:04:05 VPD ZOZAYA,OSCAR 21-2 09:19:42 09:52:16 20140712219 RPT 07/07/2014 11:11:15 ROBERTSON READY MIX 459VR 3365 E 26TH,VERNON Department Number RMS Juris CR2 VPD CR20141216 CA0197300 VPD ZOZAYA,OSCAR `2L2 11:12:40 11:13:07 11:24:23 11:59:02 20140712221 CITE 07/07/2014 11:21:27 VI TRAFFIC STOP E SLAUSON AV//2ND,VERNON Ppartmeni OR 0 N 215 Number RMS 97300 VPD GAYTAN,LORENZ'M1 11:21:27 11:58:22 20140712237 RPT 07/07/2014 15:08:01 Juris VI TRAFFIC STOP E VERNON AV//ALAMEDA,VERNON DPDDartmen� OR 0141 CA 17 tuber �197300 CITE VPD GAYTAN,LORENZ"M1 15:08:01 15:27:36 20140712240 CITE 07/07/2014 15:27:34 TRAFFIC STOP S ALAMEDA//VERNON AV,VERNON Department OCA Number CMS Juris VI VPD CR20141218 CA0197300 VPD GAYTAN,LORENZ"M1 15:27:38 15:50:01 20140712242 RPT 07/07/2014 16:27:14 uris VI TRAFFIC STOP S SOTO//BANDINI BL,VERNON VPDDartmem C 20 Number RMS 0197300 CITE VPD GAYTAN,LORENZ"M1 16:27:14 17:03:58 07/08/2014 06:31:1E Page 2 of J VERNON POLICE DEPARTMENT Call Log Report Type All Unit Times and Location with OCA 's First Date: 07/08/2014 Jurisdiction: VERNON Last Date: 07/08/2014 Call Number Disp Ten Received Caller Code Complaint Address Unit Time Den Officer Unit Dispatch Enroute OnScene Depart Arrive Remove Comp 20140712272 RPT 07/08/2014 06:50:51 LA REGIONALFOOD BANK 484R 2825 E 54TH,VERNON Department OCA Number RMS Juris VPD CR20141222 CA0197300 VPD ZOZAYA,OSCAR *2L11 06:59:31 07:01:00 07:15:11 07:42:01 20140712273 RPT 07/08/2014 06:52:38 TRAFFIC STOP 3251 E 26TH VERNON Departmem OCA Number RMS Juris , CITE VPD CR20141220 CA0197300 VI VPD GAYTAN,LOREN2'M1 06:52:42 07:14:55 20140712275 RPT 07/08/2014 07:14:53 VI TRAFFIC STOP 3400 E 26TH,VERNON DVPD artmem CR20OCA141221 Number RM97300 CITE VPD GAYTAN,LORENZ"M1 07:14:57 07:55:30 20140712278 RPT 07/08/2014 08:22:00 IRMA CAMACHO 902T E VERNON AV//ALAMEDA,VERNON Departmem OCA Number RMS Juris VPD CR20141223 CA0197300 VPD MOSCOSO,CHRI:'2L12 08:23:26 08:24:15 08:27:33 09:12:15 20140712288 RPT 07/08/2014 10:54:27 PAPA CANTELLAS Departmem OCA Number RMS Juris 902T 3341 E 50TH,VERNON VPD CR20141224 CA0197300 VPD VILLEGAS,RICHA'2L11 11:01:44 11:01:44 11:04:30 11:40:26 20140712292 VI 07/08/2014 12:04:08 CITE TRAFFIC STOP S SANTA FE AV 1/52ND,VERNON Department OCA Number RMS Juris VPD CR20141225 CA0197300 VPD CALLEROS,DANIf'5C14 12:04:08 12:16:50 VPD GAYTAN,LOREN2M3 12:05:05 12:33:39 20140712296 0710912014 05:41:4S Page 1 of 2 VERNON POLICE DEPARTMENT Call Log Report Type All Unit Times and Location with OCA Is First Date: 07/08/2014 Jurisdiction: VERNON Last Date: 07/08/2014 Call Number Disp Ten Received Caller Code Complaint Address Unit Time Dep Officer Unit Dispatch Enroute OnScene Depart Arrive Remove Comp 20140712296 RPT 07/08/2014 13:07:14 TRAFFIC STOP FRUITLAND AV AV//CARMELITA.VERNON Departmem OCA Number RMS Juris CITE VPD CR20141226 CA0197300 VI VPD GAYTAN,LORENZ"M1 13:07:14 14:04:06 20140712301 VI 07/08/2014 15:02:58 uris CITE TRAFFIC STOP E 38TH//SANTA FE AV,VERNON PeDpartmenl CRR2A C 0141227 Number CA019 7300 VPD GAYTAN,LORENZW 15:02:58 15:38:36 20140712306 VI 07/08/2014 15:59:19 CITE TRAFFIC STOP E 26TH//INDIANA,VERNON DPDDartmenl CR20 41 Number RM 97300 RPT VPD GAYTAN,LORENZ"M1 15:59:19 16:32:31 07/09/2014 05:41:4S Page 2 of 2 VERNON POLICE DEPARTMENT Call Log Report Type All Unit Times and Location with OCA Is First Date: 07/09/2014 Jurisdiction: VERNON Last Date: 07/09/2014 Call Number Disp Ten Received Caller Code Complaint Address Unit Time Den Officer Unit Dispatch Enroute OnScene Depart Arrive Remove Comp 20140712329 TEST 07/09/2014 05:54:40 uris VOID TEST 4305 S SANTA FE AV,VERNON DeDpartmem OCA NumberA0197300 VPD CR20141230 CA0197300 VPD RODRIGUEZ,FER'1S1 05:54:57 05:56:48 20140712347 CITE 07/09/2014 10:03:14 Juris VI TRAFFIC STOP 3424 SLAUSON AV,VERNON DPDartmem C 200 41231 Number �197300 VPD GAYTAN,LORENZ'2L11 10:03:14 10:23:15 20140712348 VI 07/09/2014 10:24:09 TRAFFIC STOP E SLAUSON AV//ALCOA AV,VERNON Departmem OCA Number RMS J300 VPD CR20141232 CA0197300 VPD GAYTAN,LORENZ"21-11 10:24:09 10:47:24 20140712350 CITE 07/09/2014 10:51:08 VI TRAFFIC STOP 3278 E SLAUSON AV,VERNON DPDartmem CR OCA 20141 233 Number RMS 97300 SRVD VPD GAYTAN,LOREN2*2L11 10:51:08 11:18:13 20140712352 REPO 07/09/2014 11:14:42 AUSTIN TRUCKING REPO 4528 BANDINI BL,VERNON Department CR2 Number RMS J300 VPD R20141234 CA0197300 VPD RECORDS BURET"RECD 11:18:39 11:33:13 20140712353 RPT 07/09/2014 12:05:32 BCBG 484R 2761 FRUITLAND AV,VERNON VPD CHAVEZ,JERRY,J"DSAM 12:13:29 12:13:34 20140712359 0711012014 05:36:31 Page 1 of 2 VERNON POLICE DEPARTMENT Call Log Report Type All Unit Times and Location with OCA Is First Date: 07/09/2014 Jurisdiction: VERNON Last Date: 07/09/2014 Call Number Disp Ten Received Caller Code Complaint Address Unit Time Den Officer Unit Dispatch Enroute OnScene Depart Arrive Remove Comp 20140712359 CITE 07/09/2014 14:08:15 VI TRAFFIC STOP 3345 E SLAUSON AV,VERNON Department VPD R2 CR2 Number RMS 730Jur0 0141235 CA0197300 VPD GAYTAN,LORENZ*21-11 14:08:16 14:36:46 20140712370 REPO 07/09/2014 17:28:08 FOX RECOVERY Departmem OCA Number RMS Juris REPO 2011E 27TH,VERNON VPD CR20141236 CA0197300 VPD RECORDS BUREMECD 17:30:08 18:19:42 0711012014 05:36:3: Page 2 of 2 VERNON POLICE DEPARTMENT Call Log Report Type All Unit Times and Location with OCA Is First Date: 07/10/2014 Jurisdiction: VERNON Last Date: 07/10/2014 Call Number Disp Ten Received Caller Code Complaint Address Unit Time Dep Officer Unit Dispatch Enroute OnScene Depart Arrive Remove Comp 20140712385 VI 07/10/2014 00:24:12 UNATTACHEDTR ROSS H 37TH,VERNON Departmem OCA Number RMS J300 VPD CR20141237 CA0197300 VPD CHAVEZ,CELEST*1 L11 00:24:12 01:15:16 20140712393 RPT 07/10/2014 07:31:59 459VR 6160 MALBURG WY,VERNON Departmem VPD R2 CR2 Number RMS J300 0141239 CA0197300 VPD NEWTON,TODD *201 07:33:20 07:46:12 08:10:03 VPD VASQUEZ,LUIS 2L12 07:35:48 07:37:39 08:10:03 20140712394 VOID 07/10/2014 07:34:11 LASO ASST 902T S SOTO//46TH,VERNON DeDpartmem CCRR2014 238 Number RMS 97300 VPD VANOVER,DONAI*K92 07:35:10 07:39:31 08:14:28 20140712403 RPT 07/10/2014 12:21:41 YN APPAREL 487R 5008 S BOYLE AV,VERNON Department OCA Number RMS 730Jur0 VPD CR20141240 CA0197300 VPD NEWTON,TODD *2L11 12:26:31 12:26:32 12:52:37 13:03:37 20140712409 RPT 07/10/2014 14:48:02 902T 1912 E VERNON AV,VERNON Departmem OCA Number RMS 730Jur0 VPD CR20141241 CA0197300 VPD VASQUEZ,LUIS *202 14:50:45 14:50:46 14:55:15 15:23:42 VPD PEREZ,NICK 2S2 14:55:33 15:23:42 20140712412 1015 07/10/2014 16:06:05 RPT WARRANT 4305 S SANTA FE AV,VERNON VDDartmem R2p141242 OCA Number RMS 97300 VPD ONOPA,DANIEL *5D34 16:06:05 17:38:06 VPD MARTINEZ,GABR5D31 16:14:47 17:38:05 07/11/2014 05:03:4E Page 1 of 2 VERNON POLICE DEPARTMENT Call Log Report Type All Unit Times and Location with OCA Is First Date: 07/10/2014 ✓urisdiction: VERNON Last Date: 07/10/2014 Call Number Disp Ten Received Caller Code Complaint Address Unit Time Den Officer Unit Dispatch Enroute OnScene Depart Arrive Remove Comp 20140712418 RPT 07/10/2014 17:06:37 AT&T MOBILITY 800 635 6840 4 Department OCA Number RMS Juris 901T 4507 DOWNEY RD,VERNON VPD CR20141243 CA0197300 VPD NEWTONJODD '2L11 17:07:41 17:08:17 17:10:01 18:00:45 VPD VASQUEZ,LUIS 2L12 17:08:13 17:10:51 18:00:45 VPD VANOVER,DONAIK92 17:08:22 17:10:37 17:54:10 0711112014 05:03:41 Page 2 of 2 VERNON POLICE DEPARTMENT Call Log Report Type All Unit Times and Location with OCA Is First Date: 07111/2014 Jurisdiction: VERNON Last Date: 07/11/2014 Call Number Disp Ten Received Caller Code Complaint Address Unit Time Dep Officer U►ait Dispatch Enroute OnScene Depart Arrive Remove Comp 20140712467 RPT 07/11/2014 12:39:35 902T S DISTRICT BL//ATLANTIC BL,VERNON Department OCA Number RMS Juris VPD CR20141244 CA0197300 VPD VASQUEZ,LUIS '21-3 12:40:36 12:40:48 12:47:14 13:23:01 VPD NEWTONJODD 21-2 12:47:42 13:12:54 20140712484 RPT 07/11/2014 18:33:45 BCBG 459VR FRUITLAND AV//SOTO,VERNON Departmem CR2 Number RMS Juris VPD R20141245 CA0197300 VPD NEWTON,TODD `21-2 18:36:48 18:37:05 VPD VILLEGAS,RICHA21-1 18:37:03 18:40:46 19:01:26 VPD VASQUEZ,LUIS 21-3 18:40:43 18:40:48 rr 07/16/2014 09:01:11 Page 1 of 7 VERNON POLICE DEPARTMENT Call Log Report Type All Unit Times and Location with OCA Is First Date: 07/12/2014 Jurisdiction: VERNON Last Date: 07/12/2014 Call Number Disp Ten Received Caller Code Complaint Address Unit Time Dep Officer Unit Dispatch Enroute OnScene Depart Arrive Remove Comp 20140712517 1015 07/12/2014 06:05:38 HALEYS INDUSTRIAL RPT GTA 4909 ALCOA AV,VERNON Departmem OCA Number RMS Jur0 VPD CR20141246 CA019730 VPD VELASQUEZ,RICI'11-3 06:06:41 06:06:57 07:14:40 VPD RAMOS,JOSE 1 L1 06:07:54 07:00:49 VPD REYNA,JOSE S 1 L2 06:07:11 09:17:38 VPD ESTRADA,IGNAC11S1 06:08:04 07:14:43 VPD DOCHERTY,MICH21-1 06:56:59 07:44:46 VPD VILLEGAS,RICHA21-2 06:54:03 09:17:52 VPD PEREZ,NICK 2S2 06:47:19 09:17:35 20140712553 1015 07/12/2014 22:30:08 PEDCK 2000 E 25TH,VERNON VPD ESTRADA,IGNACI"1S1 22:30:08 23:40:12 VPD VELASQUEZ,RICII1-2 22:30:35 22:33:20 23:39:52 07/13/2014 05:01:4E Page i of i C] `o a a o � a � a a m m � a O � a 4 O � W y h A Q A A � O � N y O 16. O o A W � v VERNON POLICE DEPARTMENT Call Log Report Type All Unit Times and Location with OCA Is First Date: 07/14/2014 Jurisdiction: VERNON Last Date: 07/14/2014 Call Number Disp Ten Received Caller Code Complaint Address Unit Time Dep Officer Unit Dispatch Enroute OnScene Depart Arrive Remove Comp 20140712593 CITE 07/14/2014 07:19:49 TRAFFIC STOP E 26TH//INDIANA,VERNON Department OCA Number RMS Juris VI VPD CR20141248 CA0197300 VPD GAYTAN,LORENZ*M1 07:19:49 07:55:32 VPD ZAPIEN,DAVID 2S2 07:25:57 07:25:59 20140712598 CITE 07/14/2014 08:24:15 TRAFFIC STOP LEONIS BL//BOYLE AV,VERNON Departmem OCA Number RMS Juris VI VPD CR20141249 CA0197300 VPD GAYTAN,LORENZ*M1 08:24:16 08:53:46 20140712602 CITE 07/14/2014 08:53:39 TRAFFIC STOP E SLAUSON AV H DOWNEY RD,VERNON Departmem OCA Number RMS Juris VI VPD CR20141250 CA0197300 VPD GAYTAN,LORENZ*M1 08:53:52 09:31:21 20140712605 CITE 07/14/2014 10:09:36 VI TRAFFIC STOP DOWNEY RD Y 50TH,VERNON Departmem OCA Number RMS Juris VPD CR20141251 CA0197300 VPD GAYTAN,LORENZ*M1 10:09:37 10:37:07 20140712607 RPT 07/14/2014 10:50:29 CITE TRAFFIC STOP DOWNEY RD//50TH,VERNON Departmem OCA Number Juris VPD CR20141252 CA01A01 97300 VI VPD GAYTAN,LORENZ*M1 10:50:30 11:39:27 VPD VILLEGAS,RICHA2L8 11:00:20 11:22:54 20140712610 RPT 07/14/2014 11:43:23 COMPLETE CLOTHING Departmem OCA Number RMS Juris 487R 4950 E 49TH,VERNON VPD CR20141254 CA0197300 VPD ZOZAYA,OSCAR *21-11 11:44:46 11:45:07 11:57:07 13:22:09 20140712612 0711512014 05:14:3S Page 1 of 3 VERNON POLICE DEPARTMENT Call Log Report Type All Unit Times and Location with OCA 's First Date: 07/14/2014 Jurisdiction: VERNON Last Date: 07/14/2014 Call Number Disp Ten Received Caller Code Complaint Address Unit Time Dep Officer Unit Dispatch Enroute OnScene Depart Arrive Remove comy 20140712612 RPT 07/14/2014 12:01:32 HUXTABLES KITCHEN 245R 2080 E 49TH,VERNON Departmem OCA Number RMS Juris VPD CR20141253 CA0197300 VPD MOSCOSO,CHRI;"2L12 12:04:25 12:05:07 12:06:28 13:58:34 20140712619 RPT 07/14/2014 13:04:53 TRAFFIC STOP DOWNEY RD//DISTRICT BL,VERNON Departmem OCA Number RMS Juris VI VPD CR20141255 CA0197300 CITE VPD GAYTAN,LORENZ"M1 13:05:00 13:27:14 20140712621 RPT 07/14/2014 13:25:12 1015 DET 4510 S BOYLE AV,VERNON VPD MARTINEZ,GABR'5D31 13:25:12 13:45:01 14:07:07 VPD ONOPA,DANIEL 5D34 13:45:04 13:25:19 13:45:11 14:07:07 20140712622 RPT 07/14/2014 13:27:12 VI TRAFFIC STOP DOWNEY RD//50TH,VERNON DPDDartmem C 20 Number RMS Juris CITE 1015 VPD GAYTAN,LORENZ"M1 13:27:15 13:50:33 VPD ZOZAYA,OSCAR 2L11 13:37:17 13:37:45 13:44:26 14:00:27 20140712625 RPT 07/14/2014 13:58:00 FARMER JOHN 4 Departmem OCA Number RMS Juris 84R 3049 E VERNON AV,VERNON VPD CR20141257 CA0197300 VPD ZOZAYA,OSCAR `21-11 14:01:33 14:01:57 14:08:52 14:55:23 20140712628 07/15/2014 05:14:3£ Page 2 of 3 VERNON POLICE DEPARTMENT Call Log Report Type All Unit Times and Location with OCA Is First Date: 07/14/2014 Jurisdiction: VERNON Last Date: 07/14/2014 Call Number Disp Ten Received Caller Code Complaint Address Unit Time Dep Officer Unit Dispatch _ Enroute OnScene Depart Arrive Remove Comp 20140712628 RPT 07/14/2014 14:31:33 CITE TRAFFIC STOP 3400 SLAUSON AV.VERNON Departmem VPD R2 CR2 Number RMSJu00 0141258 CA0197300 VI VPD GAYTAN,LORENZ"M1 14:31:33 15:05:26 20140712635 RPT 07/14/2014 17:15:45 1015 FU 5863 QUINN,BELL GARDENS VPD MOSCOSO,CHRIc'2L12 17:15:45 18:11:25 VPD MARTINEZ,GABR5D31 17:22:53 18:11:31 18:49:03 VPD ONOPA,DANIEL 5D34 17:22:55 18:11:36 18:49:03 20140712644 RPT 07/14/2014 20:43:31 MELODY 20002 DOWNEY RD//SLAUSON AV,VERNON Departmem OCA Number RMS J300 VPD CR20141259 CA0197300 VPD CERDA,PAUL,JR `1L11 20:44:23 20:47:36 20:53:16 21:31:49 VPD QUINONES,ANA 11-9 20:44:24 20:47:38 20:50:05 20:59:25 07/15/2014 05:14:3S Page 3 of 3 VERNON POLICE DEPARTMENT Call Log Report Type All Unit Times and Location with OCA 's First Date: 07/15/2014 Jurisdiction: VERNON Last Date: 0 711 5/2 01 4 Call Number Disp Ten Received Caller Code Complaint Address Unit Time Den Officer unit Dispatch Enroule OnSceree Depart Arrive Remove ca"Iry 20140712656 RPT 07/15/2014 00:00:59 EXIDE 484 2700 5 INDIANA.VERNON Departmem OCA Number RMS Juris VPD CR20141260 CA019730G VPD OUINONES,ANA '1 L9 00:04:02 00:21:32 01:01:16 VPD ESCOBEDO,ALEx1L10 00:04:23 00:21:34 01:01:15 VPD CERDA,PAUL,JR 1L11 00:59:13 01:01:16 VPD VALENZUELA,FEI1L12 00-04:46 02:26-57 VPD CERDA,EUGENI01Z8 00:21:25 01:01:16 20140712660 RPT 07/15/2014 0311:52 HPPD DPTAST 2303 FLORENCE,HUNTINGTON PARK Department CR2 Number RMS Jur0 VPD R20141261 CA0197300 VPD ESCOBEDO,ALEX'1L10 03:13:35 03:13:52 03:14:52 VPD VALENZUELA,FEI1L12 03:14:47 03:20:52 03:54:42 20140712667 VS 07/15/2014 06:59:00 EAST LA SHERIFF BOVEH S ATLANTIC BL//DISTRICT BL,VERNON Departmem VPD R2 CR2 Number RMS Jur0 0141262 CA019730 VPD GAYTAN,LORENZ'2L11 07:02:31 07:02:32 07:22:59 08:01:31 20140712674 RPT 07/15/2014 10:11:44 CITE TRAFFIC STOP LEONIS BL I/SEVILLE AV,VERNON DPDarimem CR20141 63 er RMS 97300 VI VPD GAYTAN,LORENZ'2L11 10:11;44 10:51:32 20140712678 VI 07/15/2014 11:31:59 Juris CITE TRAFFIC STOP S BOYLE AV I/54TH,VERNON DPDartmerri CR20141 64 er �97300 RPT VPD GAYTAN,LORENZ'2L11 11:31:59 12.55:15 20140712683 07/16/2014 05:15:25 Page 1 of , VERNON POLICE DEPARTMENT Call Log Report Type All Unit Times and Location with OCA Is First Date: 07/15/2014 Jurisdiction: VERNON Last Date: 07/15/2014 Call Number Disp Ten Received Caller Code Complaint Address Unit Time Den Officer Unit Dispatch Enroute OnScene Depart Arrive Remove Comp 20140712683 VI 07/15/2014 13:38:12 TRAFFIC STOP 61 ST//STATE,VERNON Departmem OCA Number RMS Juris CITE VPD CR20141265 CA0197300 VOID VPD CR20141266 CA0197300 VPD GAYTAN,LOREN2"21-11 13:38:12 14:11:19 20140712687 RPT 07/15/2014 14:24:06 TRAFFIC STOP 3375 E SLAUSON AV,VERNON Departmem CR2 Number CMS Juris VI VPD R20141268 CA0197300 CITE VPD GAYTAN,LORENZ"21-11 14:24:06 14:59:23 20140712688 RPT 07/15/2014 14:19:57 LA BREA BAKERY ID THEFT 3250 E 44TH,VERNON 20140712692 VI 07/15/2014 15:15:25 S Juris CITE TRAFFIC STOP 5899 DOWNEY RD,VERNON DPDartmem CR20141 69 CA0er 97300 RPT VPD GAYTAN,LORENZ'2L11 15:15:25 15:55:08 20140712694 VI 07/15/2014 15:53:20 TRAFFIC STOP DOWNEY RD//SLAUSON AV,VERNON Departmem OCA Number RMS Juris CITE VPD CR20141270 CA0197300 VPD GAYTAN,LORENZ'2L11 15:53:22 16:30:49 20140712698 NRD 07/15/2014 16:51:43 902T DOWNEY RD//BANDINI BL,VERNON Departmem OCA Number CMS Juris VI VPD CR20141271 CA0197300 CITE VPD GAYTAN,LORENZ'21-11 16:52:57 17:48:47 VPD VALENZUELA,FE12L8 17:06:10 17:36:08 0711612014 05:15:2.' Page 2 of .2 OF V RECEIVED RECEIVED �� _ s JUL 292014 JUL 3 0 2014 t� CITY ADMINISTRATION ''trcr.Kno CITY CLERK'S OFFICE STAFF REPORT DEPARTMENT OF PUBLIC WORKS, WATER AND DEVELOPMENT SERVICES DATE: August 5, 2014 TO: Honorable Mayor and City Council lV FROM: Samuel Kevin Wilson, Director of Public Works, Water and Development Services RE: State Water Resources Control Board Resolution No. 2014-0038—Emergency Regulation for Statewide Urban Water Conservation — Recommending City Council Declare a Phase I Water Supply Shortage Recommendation It is recommended that the City Council: 1. Find that declaring a Phase I Water Supply Shortage pursuant to Vernon Municipal Code § 25.103 is exempt under the California Environmental Quality Act (CEQA) in accordance with (a) CEQA Guidelines Section 15061 (b)(3), the general rule that CEQA only applies to projects that may have an effect on the environment; and (b) Section 15307, because it is an action taken by a regulatory agency to assure the "maintenance, restoration, or enhancement' of natural resources and includes procedures to protect the environment; and 2. Adopt the attached resolution declaring a Phase I Water Supply Shortage pursuant to Vernon Municipal Code Section 25.103. Background In response to persistent drought conditions in the State of California, on July 15, 2014, the State Water Resources Control Board ("SWRCB") approved Resolution No. 2014-0038 (the "SWRCB Resolution") that adopts California Code of Regulations, Title 23, Sections 863, 864, and 865 (the "Regulations"). The SWRCB Resolution mandates that the public take specified actions to conserve water supplies. The Regulations will become effective following submittal to the Office of Administrative Law, likely in early August. The Regulations will remain in effect for 270 days, unless extended by the SWRCB. Failures of individuals to follow the prescribed prohibited activities could result in civil or criminal penalties punishable by a fine up to $500 for each day the violation occurs. The Regulations will require Vernon, and all other urban water suppliers, to submit to the SWRCB by the 15`h of each month, a monitoring report on forms provided by the SWRCB. The monitoring report must include the amount of potable water the urban water supplier produced, including water provided by a wholesaler, in the preceding calendar month, and compare that amount to the amount produced in the same calendar month in 2013. Beginning October 15, 2014, the monitoring report must also estimate the gallons of water per person per day used by the residential customers it serves. In its initial monitoring report, each urban water supplier must state the number of persons it serves. In addition, the SWRCB Resolution advises that retail water suppliers should provide notice of regulations in English and Spanish in one or more of the following ways to educate the general public: newspaper advertisement, bill inserts, website homepage, social media, and notices in public libraries to educate the public. The SWRCB Resolution also recommends that retail water suppliers educate their employees and City Councils as to the regulation. Mandatory Water Restrictions Regulation Section 865(b)(1) requires each urban water supplier to "implement all requirements and actions of the stage of its water shortage contingency plan that imposes mandatory restrictions on outdoor irrigation of ornamental landscapes or turf with potable water." The SWRCB regulation prohibits the following activities: 1. The application of potable water to outdoor landscapes in a manner that causes runoff such that water flows onto adjacent property, non-irrigated areas, private and public walkways, roadways,parking lots,or structures; 2. The use of a hose that dispenses potable water to wash a motor vehicle, except where the hose is fitted with a shut-off nozzle or device attached to it that causes it to cease dispensing water immediately when not in use; 3. The application of potable water to driveways and sidewalks; and 4. The use of potable water in a fountain or other decorative water feature, except where the water is part of a recirculating system. Vernon Municipal Code Section 25.101 already regulates the following outdoor potable water activities: watering hours,limits water durations, no excessive water flow or runoff,no washing down hard or paved surfaces, obligation to fix leaks, breaks or malfunctions; re-circulating water required for water fountains and decorative features, limits on washing vehicles, drinking water served upon request only at restaurants, and limits on commercial car wash and laundry systems. If the drought continues, it is likely that the City would suffer a water shortage of up to twenty percent (20%). Therefore, staff recommends that the City declare a Phase I Water Supply Shortage consistent with Vernon Municipal Code Section 25.103. If the City Council agrees and "determines that it is likely that the City of Vernon will suffer a shortage in City water supplies up to twenty(20%) percent," then Vernon Municipal Code § 25.103 requires the following water conservation requirements to apply during the declared Phase I water supply shortage: "(a) Limits on water days: Watering or irrigating of lawn, landscape or other vegetated area with potable water is limited to three (3) days per week on a schedule established and posted by the City. In addition, watering or irrigating of lawn, landscape or other vegetated area with potable water is prohibited between the hours of 6:00 a.m. and 6:00 p.m. (b) Obligation to fix leaks, breaks or malfunctions: All leaks, breaks or malfunctions in the water user's plumbing or distribution system must be repaired within seventy two(72)hours of notification by the City." Fiscal Impact Staff anticipates any financial impact would be less than $50,000 (less than one percent of the City's projected water revenues) because the City imposes minimal irrigated landscaping requirements. The loss in revenue will be offset by a reduction in the demand for Metropolitan Water District surface water that is purchased through the Central Basin Municipal Water District. SKW/sr Enclosures STATE WATER RESOURCES CONTROL BOARD RESOLUTION NO. 2014-0038 TO ADOPT AN EMERGENCY REGULATION FOR STATEWIDE URBAN WATER CONSERVATION WHEREAS: 1. On April 25, 2014, Governor Edmund G. Brown Jr. issued an executive order to strengthen the state's ability to manage water and habitat effectively in drought conditions and called on all Californians to redouble their efforts to conserve water. The executive order finds that the continuous severe drought conditions present urgent challenges across the state including water shortages in communities and for agricultural production, increased wildfires, degraded habitat for fish and wildlife, threat of saltwater contamination, and additional water scarcity if drought conditions continue into 2015. The National Integrated Droueht Information System reported that nearly 80% of the state was reported to be under"extreme" drought conditions at the end of June; The executive order refers to the Governor's Proclamation No. 1-17-2014, issued on January 17, 2014, declaring a State of Emergency to exist in California due to severe drought conditions. The January Proclamation notes that the state is experiencing record dry conditions, with 2014 projected to become the driest year on record. Since January, state water officials indicate that reservoirs, rainfall totals and the snowpack remain critically low. This follows two other dry or below average years, leaving reservoir storage at alarmingly low levels. The January Proclamation highlights the State's dry conditions, lack of precipitation and the resulting effects on drinking water supplies, the cultivation of crops, and the survival of animals and plants that rely on California's rivers and streams. The January Proclamation also calls on all Californians to reduce their water usage by 20 percent; 3. There is no guarantee that winter precipitation will alleviate the drought conditions that the executive orders address, which will lead to even more severe impacts across the state if the drought wears on; 4. Water Code section 1058.5 grants the State Water Board the authority to adopt emergency regulations in certain drought years in order to: "prevent the waste, unreasonable use, unreasonable method of use, or unreasonable method of diversion, of water, to promote water recycling or water conservation, to require curtailment of diversions when water is not available under the diverter's priority of right, or in furtherance of any of the foregoing, to require reporting of diversion or use or the preparation of monitoring reports"; 5. Over 400,000 acres of farmland are expected to be fallowed, thousands of people may be out of work, communities risk running out of drinking water, and fish and wildlife will suffer. 6. Many Californians have taken bold steps over the years and in this year to reduce water use; nevertheless, the dire nature of the current drought requires additional conservation actions from residents and businesses. Some severely affected communities have implemented water rationing, limiting water use in some cases to only 50 gallons per person per day, foregoing showers, laundry, toilet flushing, and all outdoor watering. 7. Water conservation is the easiest, most efficient and most cost effective way to quickly reduce water demand and extend supplies into the next year, providing flexibility for all California communities. Water saved this summer is water available next year, giving water suppliers the flexibility to manage their systems efficiently. The more water that is conserved now, the less likely it is that a community will experience such dire circumstances that water rationing is required ; 8. Most Californians use more water outdoors than indoors. In many areas, 50 percent or more of daily water use is for lawns and outdoor landscaping. Outdoor water use is generally discretionary, and many irrigated landscapes would not suffer greatly from receiving a decreased amount of water; 9. Public information and awareness is critical to achieving conservation goals and the Save Our Water campaign, run jointly by the Department of Water Resources (DWR) and the Association of California Water Agencies, is an excellent resource for conservation information and messaging that is integral to effective drought response (http://saveourwater.com). 10. Enforcement against water waste is a key tool in conservation programs. When conservation becomes a social norm in a community, the need for enforcement is reduced or eliminated; 11. The emergency regulations set a minimum standard requiring only modest lifestyle changes across the state. Many communities are already doing more and have been for years. They should be commended, but can and should do more. Others are not yet doing so and should at least do this, but should do much more given the severity of the drought; 12. On July 8, 2014, the State Water Board issued public notice that the State Water Board would consider the adoption of the regulation at the Board's regularly-scheduled July 15, 2014 public meeting, in accordance with applicable State laws and regulations. The State Water Board also distributed for public review and comment a Finding of Emergency that complies with State laws and regulations; 13. On April 25, 2014, the Governor suspended the California Environmental Quality Act's application to the State Water Board's adoption of emergency regulations pursuant to Water Code section 1058.5 to prevent the waste, unreasonable use, unreasonable method of use, or unreasonable method of diversion of water, to promote water recycling or water conservation; 14. As discussed above, the State Water Board is adopting the emergency regulation because of emergency drought conditions, the need for prompt action, and current limitations in the existing enforcement process; 15. Disadvantaged communities may require assistance in increasing water conservation and state agencies should look for opportunities to provide assistance in promoting water conservation; 16. Nothing in the regulations or in the enforcement provisions of the regulations, preclude a local agency from exercising its authority to adopt more stringent conservation measures. Moreover, the Water Code does not impose a mandatory penalty for violations of the regulations adopted by this resolution and local agencies retain their enforcement discretion in enforcing the regulations, to the extent authorized, and may develop their own progressive enforcement practices to encourage conservation. THEREFORE BE IT RESOLVED THAT.- 1. The State Water Board adopts California Code of Regulations, title 23, sections 863, 864, and 865, as appended to this resolution as an emergency regulation; 2. The State Water Board staff will submit the regulation to the Office of Administrative Law (OAL) for final approval; 3. If, during the approval process, State Water Board staff, the State Water Board, or OAL determines that minor corrections to the language of the regulation or supporting documentation are needed for clarity or consistency, the State Water Board Executive Director or designee may make such changes; 4. These regulations shall remain in effect for 270 days after filing with the Secretary of State unless the State Water Board determines that it is no longer necessary due to changed conditions, or unless the State Water Board renews the regulations due to continued drought conditions as described in Water Code section 1058.5; 5. The State Water Board directs staff to provide the Board with monthly updates on the implementation of the emergency regulations and their effect; 6. Directs State Water Board staff to condition funding upon compliance with the emergency regulations, to the extent feasible; 7. Directs State Water Board staff to work with the Department of Water Resources and the Save Our Water campaign to disseminate information regarding the emergency regulations; and 8. Directs State Water Board staff in developing an electronic reporting portal to include data fields so that local agencies may provide monthly reporting data on (i) conservation- related implementation measures or enforcement actions taken by the local agency and (ii) substitution during the drought of potable water with recycled water to extend water supplies. 3 THEREFORE BE IT FURTHER RESOLVED THAT: 9. The State Water Board commends water suppliers that have increased conservation messaging and adopted innovative strategies to enhance customer awareness of water use, such as applications that let customers compare their water use to water use by others; reduce system losses, such as fixing system leaks which can deplete supplies by 10 percent or more; and establish incentives to reduce demand, such as tiered or drought rate structures. The State Water Board also commends all Californians that have already been working to maximize their conservation efforts, both at home and at work; 10. The State Water Board calls upon water suppliers to take the following actions: Educate customers and employees • Retail water suppliers should provide notice of the regulations in English and Spanish in one or more of the following ways: newspaper advertisements, bill inserts, website homepage, social media, notices in public libraries; • Wholesale suppliers should include reference to the regulations in their customer communications; • All water suppliers should train personnel on the regulations; • All water suppliers should provide signage where recycled or reclaimed water is being used for activities that the emergency regulations prohibit with the use of potable water, such as operation of fountains and other water features; • All water suppliers should redouble their efforts to disseminate information regarding opportunities and incentives to upgrade indoor fixtures and appliances; • All water suppliers should use education and the tools available through the Save Our Water website (htt ://saveourwater.com); and • All water suppliers should educate and prepare their boards and councils on the drought response actions contained in the emergency regulations and in this resolution, and to make sure that drought response items are placed on agendas as early as possible; Increasing local supplies • All water suppliers should accelerate the completion of projects that will conserve potable water by making use of non-potable supplies, such as recycled water, 11greywater," and stormwater collection projects; • All water suppliers should improve their leak reporting and response programs and request that police and fire departments and other local government personnel report leaks and water waste that they encounter during their routine duties/patrols; • Smaller water suppliers—those with fewer than 3,000 service connections — should take proactive steps to secure their communities' water supplies and educate their customers about water conservation and the status of their supply reserves; • All water suppliers should conduct water loss audits and make leak detection and repair a top priority for the duration of the drought; and • All urban water suppliers should evaluate their rate structures and begin to implement needed changes as part of planning for another dry year. Information and assistance on setting and implementing drought rates is available from the Alliance for Water Efficiency. (http://www.allianceforwaterefficiency.org/). 4 c 11. The State Water Board calls on all Californians to take the following additional actions: • Further reduce water demand, whether by using less water in daily routines indoors and out, retrofitting appliances and installing greywater and rainwater catchment systems; and • Check residential and business water bills to see if there are high charges that may indicate a leak and to fix the leak, if they are able, or contact their local water utility if they need assistance. 12. The State Water Board encourages its staff, the Department of Water Resources, the Public Utilities Commission, urban water suppliers, and other local agencies to look for opportunities to encourage and promote new technologies that reduce water usage, including through timely access to water usage information and behavioral response. 13. The State Water Board encourages all state and local agencies to look for additional opportunities to minimize potable water use in outdoor spaces. 14. The State Water Board encourages investor-owned utilities to expeditiously submit applications for implementation of the regulations to the California Public Utilities Commission. CERTIFICATION The undersigned Clerk to the Board does hereby certify that the foregoing is a full, true, and correct copy of a resolution duly and regularly adopted at a meeting of the State Water Resources Control Board held on July 15, 2014. AYE: Chair Felicia Marcus Vice Chair Frances Spivy-Weber Board Member Steven Moore Board Member Dorene D'Adamo NAY: None ABSENT: Board Member Tam M. Doduc ABSTAIN: None Jeanine Townsend Clerk`ko the Board 5 PROPOSED TEXT OF EMERGENCY REGULATIONS , Article 22.5. Drought Emergency Water Conservation Sec. 863 Findings of Drought Emergency (a) The State Water Resources Control Board finds as follows: (1) On January 17, 2014, the Governor issued a proclamation of a state of emergency under the California Emergency Services Act based on drought conditions; (2) On April 25, 2014, the Governor issued a proclamation of continued state of emergency under the California Emergency Services Act based on continued drought conditions; (3) The drought conditions that formed the basis of the Governor's emergency_ proclamations continue to exist; 4 The present ygar is critically dry and has been immediately preceded by two or more consecutive below normal, dry, or critically dry years; and (5) The drought conditions will likely continue for the foreseeable future and additional action by both the State Water Resources Control Board and local water suppliers will likely be necessary to further promote conservation. Authority: Wat. Code, 1058.5. References: Wat. Code, 102, 104, 105. Sec. 864 Prohibited Activities in Promotion of Water Conservation a To promote water conservation each of the following actions is prohibited, except where necessM to address an immediate health and safety need or to coml2ly with a term or condition in a permit issued by a state or federal agency_ (1)The application of potable water to outdoor landscapes in a manner that causes runoff such that water flows onto adjacent property, non-irrigated areas, private and public walkways, roadways, parking lots, or structures, (2) The use of a hose that dispenses potable water to wash a motor vehicle, except where the hose is fitted with a shut-off nozzle or device attached to it that causes it to cease dispensing water immediately when not in use, (3) The application of potable water to driyewgys and sidewalks, and 4 The use of potable water in a fountain or other decorative water feature except where the water is part of a recirculating system. (b) The taking of any action prohibited in subdivision(a)of this section. in addition to any other applicable civil or criminal penalties, is an infraction, punishable by a fine of up to five hundred dollars ($500) for each day in which the violation occurs. Authority: Wat. Code, § 1058.5. References: Wat. Code, §§ 102, 104, 105. PROPOSED TEXT OF EMERGENCY REGULATIONS Sec. 865 Mandatory Actions by Water Suppliers a The term "urban water supplier," when used in this section refers to a supplier that meets the definition set forth in Water Code section 10617, except it does not refer to suppliers when they are functioning solely in a wholesale capacity. but does apply gpply to suppliers when they are functioning in a retail capacity. (b)(1) To promote water conservation,each urban water supplier shall implement all requirements and actions of the sta e of its water shortage contingency lan that imppses mandatoEy restrictions on outdoor irrigation of ornamental landscapes or turf with potable water. (2)As an alternative to subdivision(b)(1), an urban water supplier may submit a request to the Executive Director for apj2roval of an alternate plan that includes allocation-based rate structures that satisfies the requirements of chapter 3.4 (commencing with section 370)of division 1 of the Water Code, and the Executive Director may approve such an alternate plan upon determining that the rate structure, in conjunction with other measures, achieves a level of conservation that would be superior to that achieved by implementing limitations on outdoor irrigation of ornamental landscapes or turf with potable water by the persons it serves to no more than two days per week. (c)To promote water conservation, each urban water supplier that does not have a water shortage contingency_plan or has been notified by the Department of Water Resources that its water shortage contingency plan does not meet the requirements of Water Code section 10632 shall, within thirty(30) days, limit outdoor irrigation-of ornamental landscapes or turf with potable water by the persons it serves to_nv_more than two days per week or shall implement another mandatary conservation measure or measures intended to achieve a comparable reduction in water consumption by the persons it serves relative to the amount consumed in 2013. (d) In furtherance of the promotion of water conservation each urban water supplier shall prepare and submit to the State Water Resources Control Board by the 15'f' of each month a monitoring report on forms provided by the Board. The monitoring report shall include the amount of potable water the urban water supplier produced, including water provided by a wholesaler, in the preceding calendar month and shall compare that amount to the amount produced in the same calendar month in 2013. Beginning October 15, 2014, the monitoring report shall also estimate the gallons of water per person per day used by the residential customers it serves. In its initial monitoring report, each urban water supplier shall state the number of persons it serves. (e) To promote water conservation,each distributor of a public water supply, as defined in Water Code section 350. that is not an urban water supplier shall, within thirty 3( 0) days, take one or more of the following actions: 1 Limit outdoor irrigation of ornamental landsca es or turf with potable water by the persons it serves to no more than two days per week; or (2) Implement another mandatory conservation measure or measures intended to achieve a comparable reduction in water consumption by the persons it serves relative to the amount consumed in 2013. Authority: Wat. Code, $ 1058.5. References: Wat. Code, §§ 102, 104, 105; 350; 10617, 10632. RESOLUTION NO . A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF VERNON DECLARING A PHASE I WATER SUPPLY SHORTAGE PURSUANT TO SECTION 25 . 103 OF THE VERNON MUNICIPAL CODE WHEREAS, the State Water Resources Control Board (the "SWRCB") approved Resolution No. 2014-0038 (the "SWRCB Resolution") that adopts California Code of Regulations, Title 23, Sections 863, 864, and 865 in response to the persistent drought conditions in the State of California; and WHEREAS, Regulation Section No. 865 (b) (1) , states that "to promote water conservation, each urban water supplier shall implement all requirements and actions of the stage of its water shortage contingency plan that imposes mandatory restrictions on outdoor irrigation of ornamental landscapes or turf with potable water"; and WHEREAS, by memorandum dated August 5, 2014, the Director of Public Works, Water and Development Services has recommended the City Council declare a Phase I Water Supply Shortage pursuant to Vernon Municipal Code Section 25 . 103; and WHEREAS, the City Council determines that it is likely that the City of Vernon will suffer a shortage in City water supplies up to twenty (200) percent; and WHEREAS, the Council desires to declare a Phase I water supply shortage . NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF VERNON AS FOLLOWS: SECTION 1 : The City Council of the City of Vernon hereby finds and determines that the above recitals are true and correct . SECTION 2 : The City Council of the City of Vernon finds that this action is not subject to the California Environmental Quality Act (CEQA) , in accordance with (a) CEQA Guidelines Section 15061 (b) (3) , the general rule that CEQA only applies to projects that may have an effect on the environment; and (b) Section 15307, because it is an action taken by a regulatory agency to assure the Almaintenance, restoration or enhancement" of natural resources and includes procedures to protect the environment. SECTION 3 : The City Council of the City of Vernon hereby declares a Phase I Water Supply Shortage pursuant to Section 25 . 103 of the Vernon Municipal Code. SECTION 4 : The City Clerk, or Deputy City Clerk, of the City of Vernon shall certify to the passage, approval and adoption of this resolution, and the City Clerk, or Deputy City Clerk, of the City of Vernon shall cause this resolution and the City Clerk' s, or Deputy City Clerk' s, certification to be entered in the File of Resolutions of the Council of -this City. APPROVED AND ADOPTED this 5th day of August, 2014 . Name: Title: Mayor / Mayor Pro-Tem ATTEST : City Clerk / Deputy City Clerk APPROVED AS TO FORM: G�wwt Scott Porter, Deputy City Attorney - 2 - STATE OF CALIFORNIA } } ss COUNTY OF LOS ANGELES ) I, City Clerk / Deputy City Clerk of the City of Vernon, do hereby certify that the foregoing Resolution, being Resolution No. was duly passed, approved and adopted by the City Council of the City of Vernon at a regular meeting of the City Council duly held on Tuesday, August 5, 2014, and thereafter was duly signed by the Mayor or Mayor Pro-Tem of the City of Vernon. Executed this day of August, 2014, at Vernon, California. City Clerk / Deputy City Clerk (SEAL) - 3 - RECEIVED JUL 3 0 2014 REC ' -; CITY ADMINISTRATION ' IL 3 14 CITY CLU66 'S OFFICE STAFF REPORT PUBLIC WORKS, WATER AND DEVELOPMENT SERVICE Eng DATE: August 5,2014 TO: Honorable Mayor and City Council PREPARED BY: Felix Velasco,Assistant Engineer APPROVED BY: Samuel Kevin Wilson,Urecultor of Public Works,Water and Development Services RE: Request for Approval to Advertise — Contract No. CS-0428: Office Reconfiguration of City Administration,City Attorney and Human Resources Departments Recommendation It is recommended that the City Council: 1. Find that the proposed Capital Improvement is categorically exempt under the California Environmental Quality Act(CEQA) in accordance with CEQA Guidelines Section 15301, Existing Facilities,part(a),because the project is merely to make interior or exterior alterations involving interior partitions, plumbing, and electrical conveyances; and 2. Approve Contract No. CS-0428 and grant authority to advertise for bids for the Office Reconfiguration of City Administration, City Attorney and Human Resources Departments, based upon the City's standard public works bidding package. Background The reconfiguration of the offices in the following departments is part of the 5-year capital improvement plan to improve existing City Building Facilities: City Administration, City Attorney and Human Resources. The proposed project will consist of the renovation of approximately 4,500 square feet of office space within the current City Hall Building. Competitive bidding for the project is required because it will exceed the $50,000 threshold under the Competitive Bidding and Purchasing Ordinance. The Notice Inviting Bids will be posted on the City's website, published in the Vernon Sun newspaper, and be advertised as follows: 1.Bid America 2. Bidboard Construction Contract Advertising 3.McGraw-Hill Construction 4. Reed Construction Data 5. Bid Clerk Fiscal Impact The total budgeted funds for this project are$250,000.00.The engineer's cost estimate including contingency for this project is approximately$250,000.00. BID FORM AND PROJECT SPECIFIACTIONS FOR OFFICE RECONFIGURATION OF CITY ADMINISTRATION, CITY ATTORNEY AND HUMAN RESOURCES DEPARTMENT IN THE CITY OF VERNON, CALIFORNIA F VET •1 GPL`F0 R"'� �O q r F0L) LY iN9� Contract No. CS-0428 Bid Opening Date: September 3, 2014— 2:00 p.m. Tentative Construction Start Date: October 27, 2014 CITY OF VERNON PUBLIC WORKS, WATER AND DEVELOPMENT SERVICES DEPARTMENT 4305 SANTA FE AVENUE VERNON, CA 90058 (323) 583-8811 TABLE OF CONTENTS PAGE NOTICE INVITING BIDS................................................................................................NIB-1 BIDDER'S PROPOSAL..................................................................................................... BP-1 PART I................................................................................INSTRUCTIONS TO BIDDERS I-1 GENERAL INSTRUCTIONS............................................................................................I-1 I-1.01 General Bid Requirements............................................................................I-1 I-1.02 Bidder's Guarantee......................................................................................I-1 I-1.03 Bidder Must Make Thorough Investigation .....................................................I-1 I-1.04 Acceptance of Conditions.............................................................................I-1 I-1.05 Truth and Accuracy of Representation...........................................................I-1 I-1.06 City Changes to the Bid Documents ..............................................................I-1 I-1.07 Notice Regarding Disclosure of Contents of Document....................................I-2 I-1.08 Award of Bid and Determination of Responsiveness........................................I-2 I-1.09 Ineligibility to Contract.................................................................................I-2 I-1.10 Errors and Omissions...................................................................................I-3 I-1.11 Patent Fees; Patent, Copyright, Trade Secret and Trademark Fees ..................I-3 I-1.12 Taxes.........................................................................................................I-3 I-1.13 Local Bidders; Refund of Sales and Use Tax...................................................I-3 I-1.14 Indemnity in the Event of Bid Dispute ...........................................................I-3 I-2 SPECIAL CITY REQUIREMENTS ....................................................................................I-3 I-2.01 Equal Employment Opportunity in Contracting ...............................................I-3 I-2.01.1 Policy.......................................................................................................I-3 I-2.01.2 Compliance...............................................................................................I-3 I-2.01.3 Required Forms.........................................................................................I-3 I-2.02 Affidavit of Non-Collusion by Bidder..............................................................I-3 I-2.03 Vernon Living Wage Ordinance.....................................................................I-4 I-2.04 Stormwater Management and Discharge Control............................................I-4 I-2.04.1 NPDES Requirements.................................................................................I-4 I-3 GENERAL SPECIFICATIONS..........................................................................................I-4 I-3.01 Bid Proposal Quantities................................................................................I-4 13.02 Registration and Qualifications of Contractors ................................................I-4 I-3.03 Standard Specifications.................................................................................I-5 I3.04 Subcontracts...............................................................................................I-5 I-3.05 Non-Discrimination.......................................................................................I-5 13.06 Protection of Existing Facilities.......................................................................I-5 I-3.07 Contract Bonds............................................................................................I-5 I-3.08 Termination of Contract................................................................................I-5 I-3.09 Liability Insurance........................................................................................I-5 I-3.10 Partial Payment............................................................................................I-6 I-3.11 Security Deposits in Lieu of Retention ............................................................I-6 I-3.12 Worker's Compensation Certification ..............................................................I-6 I-3.13 Sample Contract ..........................................................................................I-6 I-3.14 Special Conditions - Prevailing Wages and Employment of Apprentices..............I-6 I-3.15 Notice to Contractor.....................................................................................I-6 PART II — SPECIAL PROVISIONS— SPECIFIC FOR THIS PROJECT II-1.01 Scope of Work.......................................................................................II-1 II-1.02 Length of Contract.................................................................................II-1 II-1.03 Specifications ........................................................................................II-1 II-1.04 Delays and Extensions of Time................................................................II-1 II-1.05 Quality of Work .....................................................................................II-1 II-1.06 Liquidated Damages...............................................................................II-1 II-2.01 Scheduling of Work................................................................................II-1 II-2.02 Construction Hours ................................................................................II-2 II-3.01 Phasing of Work ....................................................................................II-2 II-4.01 Extra Work............................................................................................II-2 II-4.02 Compliance with Laws, Regulations, and Safe Practices.............................II-2 II-5.01 Noise Restrictions ..................................................................................II-2 II-6.01 Construction Order of Work ....................................................................II-2 II-7.01 Character of Workers .............................................................................II-3 II-8.01 Examination of the Site ..........................................................................II-3 II-9.01 Mobilization...........................................................................................II-3 II-10.01 Dust Control ..........................................................................................II-3 II-11.01 Cleaning of Site During Construction........................................................II-4 II-12.01 Final Cleaning of Site and Restoration ......................................................II-4 II-13.01 Sanitary Facilities...................................................................................II-4 II-14.01 Best Management Practices (BMP)...........................................................II-4 II-15.01 Protection of the Public...........................................................................II-4 II-16.01 Fire Sprinklers........................................................................................II-5 Attachment No. 1 — Project Manual for Tenant Improvement APPENDIX A — Forms to be Completed by Bidder APPENDIX B — Sample Contract Certificate of Insurance NOTICE INVITING BIDS For OFFICE RECONFIGURATION OF CITY ADMINISTRATION, CITY ATTORNEY AND HUMAN RESOURCES DEPARTMENT in the City of Vernon, California Sealed bids will be received prior to 2:00 p.m., September 3, 2014, by the City Clerk of Vernon, 4305 Santa Fe Avenue, Vernon, CA 90058, for the Office Reconfiguration of City Administration, City Attorney and Human Resources Department in the City of Vernon, California. Copies of the Plans and Specifications are available at no charge at the Public Works, Water and Development Services Department Counter, City of Vernon, 4305 Santa Fe Avenue, Vernon, between the hours of 7 a.m. and 5:30 p.m. Monday through Thursday. A non-refundable fee of$20.00 will be charged if mailing is requested by calling (323) 583-8811. A pre-bid meeting is scheduled for August 20, 2014 at 10 a.m. in the Public Works, Water, and Development Services Department, 4305 Santa Fe Avenue, Vernon, California. This meeting is to answer any questions regarding the project plans and specifications. Attendance is mandatory. Each prime bidder must hold an active Class A license, except as to joint venture Bidders, who shall be licensed as provided in Business and Professions Code §§ 7029.1 and 7028.15(c). Workers shall have the appropriate special certification, if applicable. Each subcontractor, under the prime bidder, must hold an active subcontractor's license corresponding to the type of work the subcontractor is performing. Each subcontractor may only perform the type of work corresponding to the active license. All bids must be accompanied by bids security in the amount of ten percent (10%) of the bid prices, in the form of cash, cashier's check, money order, or surety bond. Refer to the Specifications for complete details and bid requirements. Specifications and this notice shall be considered a part of any contract made pursuant thereto. An Engineer's Estimate of the cost of construction of this work has been prepared. Said estimate is approximately $250,000.00. Mark Whitworth City Administrator Dated: (Authorized by City Attorney) Published: CS-0428 NIB-1 BIDDER'S PROPOSAL FOR OFFICE RECONFIGURATION OF CITY ADMINISTRATION, CITY ATTORNEY, AND HUMAN RESOURCES DEPARTMENT in the City of Vernon, California Bid Opening: September 3, 2014, 4305 Santa Fe Avenue, City Clerk's Office, Vernon To the Honorable City Council of the City of Vernon, California In response to the Notice Inviting Bids for the Office Reconfiguration of City Administration, City Attorney, and Human Resources Department the undersigned bidder proposes to the City of Vernon all labor, materials, methods and processes, tools implements and machinery which are necessary and required for the performance of the work mentioned in said Notice Inviting Bids in accordance with the Specifications therein referred to at the prices listed on page BP-2. Each bidder must bid on the items shown in the Bidder's Proposal. If any bidder makes any alteration, interlineation or deviation in any of the printed matter of the proposal or if the signature of the bidder is incomplete, the bid will be considered informal and may be rejected. The price bid shall include any and all charges required under the California Retail Sales Act of 1933 as amended and the California Use Tax Act of 1935. In case of a discrepancy between the unit prices and items totals, the unit prices shall prevail, and in the case of a discrepancy between item totals and the grand total, the item totals shall prevail. The grand total will be subject to adjustment by the City in the event of a discrepancy. The contract award shall be made on the basis of the grand total as described about from among responsive and responsible bidders. Based on the bids received and the City's budget at the time of contract award, the City reserves the right to delete items or to change quantities of bid items. CS-0428 BP-1 BIDDER'S PROPOSAL FOR OFFICE RECONFIGURATION OF CITY ADMINISTRATION, CITY ATTORNEY AND HUMAN RESOURCES DEPARTMENT NOTE: ALL BID ITEMS REFER TO CONSTRUCTION NOTES OF THE PROJECT SHEETS DRAWINGS. City of Vernon, California Contract No. CS-0428 OFFICE RECONFIGURATION OF CITY ADMINISTRATION, CITY ATTORNEY AND HUMAN RESOURCES DEPARTMENT Proposed Construction Costs Breakdown BID ITEM DESCRIPTION # UNIT QTY UNIT Price Total Cost 1 CITY ADMINISTRATION'S OFFICE RECONFIGURATION LS 1 $ $ CITY ATTORNEY'S AND HUMAN RESOURCES' OFFICE 2 RECONFIGURATION LS 1 $ $ TOTAL $ (Also, enter Total at top of page BP-3) If there is a discrepancy between (1) the"Total"shown immediately above, (2) any of the"total costs"shown in the far right column above, or (3) the individual Unit Price, then the Unit price shall control over the total cost, and the total cost shall control over the total. If, however, the unit price is ambiguous, unintelligible, or uncertain for any cause, or is omitted, or is the same amount as the entry for the item total, then the item total shall prevail and shall be divided by the estimated quantity for the item and the price thus obtained shall be the unit price. CS-0428 BP-2 GRAND TOTAL$ The undersigned Bidder agrees to commence work within fifteen (15) calendar days from the date issuance of a Notice to Proceed and proposes and agrees to have all work completed within 60 (sixty) calendar days of the contract time commences. The undersigned Bidder acknowledges receipt of the following addenda issued for the above project. If no addenda have been received, write"none". FAILURE TO ACKNOWLEDGE RECEIPT OF ANY ADDENDA ISSUED WILL RENDER THE CONTACTOR'S BID NON-RESPONSIVE. List of addenda Received: PLEASE SEE PART I SECTION 2.01.3 REQUIRED FORMS. Bidder shall execute the following (Appendix"A"): Page 1. Identity Confirmation BP-(a) 2. Subcontractor Listing/Shoring Design BP-(b) 3. Affidavit of Non-Collusion BP-(c) 4. Living Wage Compliance Certification BP-(d) 5. Certificate of Equal Opportunity Practices FORMS AA-1,2,3 The Bidder declares that neither he nor any member of his firm or corporation is an office or an employee of the City of Vernon. Bidder's Proposal Respectfully Submitted, (If a Bidder is a corporation, by its seal must be impressed hereon) Authorized Signatory California State Contractor's License No. California Corporation No. CS-0428 BP-3 PART I INSTRUCTIONS TO BIDDERS I-1 GENERAL INSTRUCTIONS I-1.01 General Bid Requirements-To be considered,a Bidder must follow the format for bids in the Specifications. Bids must be binding and firm. Any bid may be withdrawn before bid opening, but not for 90 days after opening. I-1.02 Bidder's Guarantee - Bid security in the amount of ten percent (10%) of the bid price, in the form of cash, cashier's check, money order or surety bond, meeting City requirements, must accompany all bids. If the Bidder to whom the contract is awarded shall for fifteen (15) calendar days after such award fail or neglect to enter into the contract and file the required bonds, the City may deposit in its treasury said bid security and, under no circumstances, shall it be returned to the defaulting Bidder. I-1.03 Bidder Must Make Thorough Investigation - It is the Bidder's responsibility to examine the location of the proposed work, to fully acquaint itself with the Specifications and the nature of the work to be done. Bidders shall have no claim against the City based upon ignorance of the nature and requirements of the project, misapprehension of site conditions, or misunderstanding of the Specifications or contract provisions. I-1.04 Acceptance of Conditions - By submitting a bid, each Bidder expressly agrees to and accepts the following conditions: I-1.04.1 All parts of the Instructions to Bidders and Specifications will become part of the Contract between the selected Bidder and the City; I-1.04.2 The City may require whatever evidence is deemed necessary relative to the Bidder's financial stability and ability to complete this project; I-1.04.3 The City reserves the right to request further information from the Bidder, either in writing or orally, to establish any stated qualifications; I-1.04.4 The City reserves the right to solely judge the Bidder's representations,and to solely determine whether the Bidder is qualified to undertake the project pursuant to the criteria set forth herein. The Bidder by submitting a bid, expressly acknowledges and agrees that the judgment of the City as to whether or not the Bidder is qualified to perform the project, shall be final, binding and conclusive; I-1.04.5 The City reserves the right to reject all bids,waive any irregularity in any of the bids,or cancel or delay the project at any time; I-1.04.6 This bidding process does not commit the City to award any contract,and the City is not liable for any costs incurred by the Bidder in the preparation and submission of a bid. I-1.05 Truth and Accuracy of Representation - False, incomplete or unresponsive statements in connection with the bid may be sufficient cause for rejection of a Bidder. I-1.06 City Changes to the Bid Documents -The City reserves the right to change any part of these Instructions to Bidders and Specifications any time prior to the bid opening. Any changes shall be in the form of addenda, will become a part of the bid documents and of the contract. Addenda shall be made available to each Bidder. I-1 CS-0428 PART I-PW REV.010713 I-1.06 City Changes to the Bid Documents— (Continued) A Bidder's failure to address the requirements of the addenda may result in the bid not being considered. If the City determines that a time extension is required for the submission of the bid, the addenda will give the new bid opening date. I-1.07 Notice Regarding Disclosure of Contents of Document - All bids accepted by the City shall become the exclusive property of the City. Upon opening, all bids accepted by the City shall become a matter of public record and shall be regarded as public, with the exception of those elements of each bid which are identified by the Bidder as business or trade secrets and plainly marked as"trade secret,""confidential,"or"proprietary." Each element of a bid which a Bidder desires not to be considered a public record must be clearly marked as set forth above, and any blanket statement(i.e., regarding entire pages,documents,or other non-specific designations)shall not be sufficient and shall not bind the City in any way whatsoever. If disclosure is required under the California Public Records Act or otherwise by law (despite the Bidder's request for confidentiality), the City shall not in any way be liable or responsible for the disclosure of any such records or part thereof. I-1.08 Award of Bid and Determination of Responsiveness-The contract shall be awarded to the lowest responsive and responsible Bidder. In determining whether a Bidder is responsive and responsible, the following shall be considered. I-1.08.1 The quality of the material offered; I-1.08.2 The ability, capacity and skill of the Bidder to perform the contract or provide the material or services; I-1.08.3 Whether the Bidder can perform the contract or provide the service promptly,or within the time specified, without delay or interference; I-1.08.4 The sufficiency of the Bidder's financial resources and the effect thereof on their ability to perform the contract or provide the material or services; I-1.08.5 The character, integrity, reputation,judgment, experience and efficiency of the Bidder; I-1.08.6 The quality and timeliness of the Bidder's performance on previous purchase orders or contracts for the City; I-1.08.7 Litigation by the Bidder on previous purchase orders or contracts with the City; I-1.08.8 The ability of the Bidder to provide future maintenance and service where such maintenance and service is essential. I-1.09 Ineligibility to Contract — Pursuant to Sections 1777.1 and 1777.7 of the California Labor Code, any Contractor that has been found by the State Labor Commissioner to be in violation of the Labor Code Section entitled "Public Works" shall be ineligible to bid on or be awarded a contract for this project. The period of debarment shall be not less than one year and up to three years as determined pursuant to Section 1777.7 of the Labor Code. In submitting its bid,the Bidder certifies that it is aware of these provisions and is eligible to bid on this contract. The successful Bidder shall also be prohibited from performing work on this project with a subcontractor who is ineligible to perform work on a public works project pursuant to Section 1777.1 or 1777.7 of the Labor Code. In submitting its bid,the Bidder certifies that it has investigated the eligibility of each and every subcontractor it intends I-2 CS-0428 PART I-PW REV.010713 I-1.09 Ineligibility to Contract— (Continued) to use on this project and has determined that none is ineligible to perform work pursuant to the above provisions of law. I-1.10 Errors and Omissions - Bidders shall not be allowed to take advantage of any errors or omissions in the Instructions to Bidders or Specifications. Full instructions will be given if such error or omission is discovered and timely called to the attention of the City. In submitting its bid,the Bidder certifies that it is aware of these provisions and is eligible to bid on this Contract. I-1.11 Patent Fees; Patent,Copyright,Trade Secret and Trademark Fees- Each Bidder shall include in the price bid any patent fees, royalties and charges on any patented article or process to be furnished or used in the prosecution of the Work. I-1.12 Taxes - Price bid shall include all federal, state, local, and other taxes. I-1.13 Local Bidders; Refund of Sales and Use Tax-For the purpose of determining the lowest Bidder on a contract for materials and supplies only, 1%of that portion of the bid subject to sales or use tax shall be deducted from any bid where it is determined that if such Bidder were awarded the contract,the City would receive a refund of the 1%. I-1.14 Indemnity in the Event of Bid Dispute - In the event of a bid dispute based upon the bidder's submission of this bid and the City's acceptance of same,the bidder will be required to indemnify,defend and hold harmless at its expense, including the provision of legal counsel, the City, its agents, employees and officers from liability, claims, demands, damages and costs if such dispute or action arises solely upon the award of the bid in compliance with State, Federal and local laws. I-2 SPECIAL CITY REQUIREMENTS NOTICE THERE IS AN APPENDIX "A" OF FORMS IN THESE SPECIFICATIONS WHICH A BIDDER MUST COMPLETE TO ESTABLISH COMPLIANCE WITH A NUMBER OF SPECIAL CITY OF VERNON REQUIREMENTS,INCLUDING, BUT NOT LIMITED TO, EQUAL EMPLOYMENT OPPORTUNITY AND AFFIDAVIT OF NON-COLLUSION. THESE FORMS AND THEIR INSTRUCTIONS SHOULD BE CONSIDERED AN INTEGRAL PART OF THE SPECIFICATIONS AND FAILURE TO COMPLETE THEM MAY BE GROUNDS, IN THE SOLE DISCRETION OF THE CITY, FOR REJECTION OF ANY BIDDER. I-2.01 Equal Employment Opportunity in Contracting I-2.01.1 Policy - The City of Vernon is committed to a policy of Equal Opportunity Contracting. Qualified firms including small businesses and businesses owned by women, minorities, and disabled persons are encouraged to submit bids or proposals. Contractors expressly agree to comply with the City's ordinances and regulations regarding Equal Opportunity Employment as well as regulations that may be mandated by the source of the funds supporting this contract. I-2.01.2 Compliance-To the extent permitted by law,the Contractor expressly agrees to establish compliance with the Equal Employment Opportunity Practices Provisions of federal and state law. I-2.01.3 Required Forms- No contract shall be awarded until the Bidder has submitted to the City or has on file with the City a nondiscrimination certification acceptable to the City. I-2.02 Affda vit of Non-Collusion by Bidder- The City requires that each Bidder execute and submit to the City with their Bid, the Affidavit of Non-Collusion included in Appendix 'A." I-3 CS-0428 PART I-PW REV.010713 I-2.03 Vernon Living Wage Ordinance -This contract is subject to the Bidder, or Subcontractor, if any, working on City service contracts of any amount, as to all employees spending time on City contracts shall observe the City's Living Wage Ordinance and all requirements thereof at all times on City contracts. The Current Living Wage Standards are set forth in Exhibit"A". Upon request, certified payroll shall be provided to the City. I-2.04 Stormwater Management and Discharge Control - In addition to complying with all applicable federal, state and local laws and regulations,the Contractor shall take note of the Stormwater Management and Discharge Control Ordinance, also known as NPDES Requirements, as a material part of the work under this Contract. I-2.04.1 NPDES Requirements - In addition, the Contractor shall adhere to NPDES (National Pollution Discharge Elimination System) Best Management Practices to prevent deleterious materials or pollutants from entering the City or county storm drain systems, including, but not limited to implementing the Best Management Practices specified below, and the Contractor shall comply with all directions of the City in this regard during construction: The following shall be implemented: 1. Handle, store, and dispose of materials properly. 2. Avoid excavation and grading activities during wet weather. 3. Construct diversion dikes and drainage swales around working sites. 4. Cover stockpiles and excavated soil with secured tarps or plastic sheeting. 5. Develop and implement erosion control plans (if applicable). 6. Check and repair leaking equipment away from construction sites. 7. Designate a location away from storm drains for refueling. 8. Cover and seal catch basins if work in their vicinity may allow debris or deleterious liquids to enter. 9. Use vacuum with all concrete sawing operations. 10. Never wash excess material from aggregate, concrete, or equipment onto a street. 11. Catch drips from paving equipment with drip pans or absorbent material. 12. Clean up all spills using dry methods. I-3 GENERAL SPECIFICATIONS I-3.01 Bid Proposal Quantities-The quantities contained in the bid documents are approximate only,and are for the sole purpose of comparing bids. The City may, in accordance with the Standard Specifications, order more or less work or material as necessary in the City's sole discretion. Payment will be made for the amount of work or material actually provided as determined by the City and accepted at the unit or lump sum prices noted in the bid, where applicable, and those prices shall govern. I-3.02 Registration and Qualifications of Contractors - Before submitting bids, Contractors shall be licensed in accordance with the Business and Professions Code Section 7000 et. seq. and each Contractor shall insert his license number on the Bidder's Proposal. In submitting this bid,the Bidder warrants that it has work experience comparable to that which is to be performed. Prior to award of a contract,the City may request of any Bidder,a statement setting forth their work experience of a nature comparable with that which is to be performed. Such statement shall describe the work performed over the period of three(3)years next preceding the date of said statement,and shall give the owner, location,and contract price, together with the dates of beginning and completion of such work. This statement of experience shall be submitted within seven (7) calendar days after the City's notification to so submit. Failure to submit an adequate statement can result in rejection of the bid as non-responsive. I-4 CS-0428 PART I-PW REV.010713 I-3.03 Standard Specifications- In connection with contracts related to the subject"Bidder's Proposal,"and except as otherwise provided below, all work shall be done in accordance with the provisions of the 2012 edition of "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" (commonly known as the "GREENBOOK"), including Supplements, prepared and promulgated by Public Works Standards, Inc., a mutual benefit corporation. I-3.04 Subcontracts- In addition to the information to be listed by the Bidder with the bid pursuant to Section 2-3, entitled "Subcontracts,"of the Standard Specifications,the Bidder shall provide for each subcontractor listed a brief description of the work to be subcontracted (see Page BP-(b) of the Bidder's Proposal). After bids have been received, no substitution of subcontractors in place of those listed in the bid or addition of subcontractors for work in excess of one-half of one percent of the total bid price will be permitted without the written consent of the City Engineer. The sole grounds for said consent shall be the exceptions listed in Chapter 4 of the Public Contract Code. Pursuant to California Labor Code §1021.5, the Contractor must not willingly and knowingly enter into any agreement with any person, as an independent contractor, to provide any services in connection with the Work where the services provided or to be provided requires that such person hold a valid contractor's license issued pursuant to California Business and Professions Code §§7000 et seq. and such person does not meet the burden of proof of his/her independent contractor status pursuant to California Labor Code §2750.5. In the event that the Contractor shall employ any person in violation of the foregoing,the Contractor shall be subject to the civil penalties under California Labor Code §1021.5 and any other penalty provided by law. In addition to the penalties provided under California Labor Code§1021.5,the Contractor's violation of this Paragraph or the provisions of California Labor Code§1021.5 shall be deemed an event of the Contractor's default. The Contractor must require any Subcontractor of any tier performing or providing any portion of the Work to adhere to and comply with the foregoing provisions. Pursuant to the provisions of Labor Code Section 1777.1,the Labor Commissioner publishes and distributes a list of contractors ineligible to perform work as a subcontractor on a public works project. This list of debarred contractors is available from the Department of Industrial Relations website at: http://www.dir.ca.gov/dlse/debar.html. The Contractor must not employ, hire, use or subcontract with any of the listed debarred contractors. I-3.05 Non-Discrimination - In the performance of this Contract, the Contractor must not discriminate against any employee, subcontractor, or applicant for employment because of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition,marital status,sex,age,or sexual orientation of any person, to refuse to hire or employ the person or to refuse to select the person for a training program leading to employment, or to bar or to discharge the person from employment or from a training program leading to employment, or to discriminate against the person in compensation or in terms, conditions, or privileges of employment. Violations may also result in the imposition of penalties referred to in Labor Code § 1735. I-3.06 Protection of Existing Facilities - Except where otherwise provided for,the repair or replacement of existing improvements that are damaged, injured, or removed as a result of the work shall be reflected in associated unit or lump sum prices noted in the Bidder's Proposal. I-3.07 Contract Bonds - The Bidder to whom a contract is awarded shall file the bonds specified by Section 2-4, "Contract Bonds,"of the Standard Specifications before execution of the contract. The term"Contract Price"shall be deemed to mean the total contract"not to exceed"amount consisting of the base bid stated in the Bidder's Proposal plus such additional amounts provided for adjustments to the estimated quantities contained in the Bidder's Proposal and for extra work covered by approved change orders, if any. I-3.08 Termination of Contract - Section 6-5, entitled "Termination of Contract,"of the Standard Specifications is modified to read: "The City may terminate this contract in whole or in part at any time, for any cause or without cause, upon fifteen (15) calendar days written notice to the Contractor." If the contract is thus terminated by the City for reasons other than the Contractor's failure to perform its obligations, the City shall pay the Contractor a prorated amount based on the services satisfactorily completed and accepted prior to the effective date of termination. Such payment shall be the Contractor's exclusive remedy for termination without cause. I-3.9 Liability Insurance- Evidence of insurance coverages shall be provided in the manner specified in Section 7.13 Insurance of the City's Sample Contract, Appendix B. I-5 CS-0428 PART I-PW REV.010713 I-3.10 Partial Payment - Payment shall be due the Contractor within thirty (30) calendar days after receipt of an itemized statement for work performed during the progress payment period. I-3.11 Security Deposits in Lieu of Retention -Pursuant to Section 22300 of the Public Contract Code,the Contractor may substitute securities for any monies withheld to ensure performance under the contract. At the request and expense of the Contractor, securities equivalent to the amount withheld shall be deposited with the City, or with a State or Federally chartered bank in California as the escrow agent, who shall then pay such monies to the Contractor. Upon satisfactory completion of the contract, the securities shall be returned to the Contractor. Alternatively, the Contractor may request and the City shall make payment of retentions earned directly to the escrow agent at the expense of the Contractor. At the expense of the Contractor, the Contractor may direct the investment of the payments into securities and the Contractor shall receive the interest earned on the investments upon the same terms provided for in this section for securities deposited by the Contractor. Upon satisfactory completion of the contract,the Contractor shall receive from the escrow agent all securities, interest,and payments received by the escrow agent from the City. The Contractor shall pay to each subcontractor, not later than 20 days after receipt of the payment,the respective amount of interest earned, net of costs attributed to retention withheld from each subcontractor, on the amount of retention withheld to ensure the performance of the Contractor. Securities eligible for investment under this section shall include those listed in Section 16430 of the Government Code, bank or savings and loan certificates of deposit, interest bearing demand deposit accounts,standby letters of credit, or any other security mutually agreed to by the Contractor and the City. The Contractor shall be the beneficial owner of any securities substituted for monies withheld and shall receive any interest thereon. The escrow agreement to be used shall be null,void,and unenforceable unless it is substantially similar to the form specified by Section 22300(e) of the Public Contract Code. I-3.12 Worker's Compensation Certification -California Labor Code§§ 1860 and 3700 provide that every Contractor will be required to secure the payment of compensation to its employees. In accordance with the provisions of California Labor Code § 1861, the Contractor, in submitting a bid, hereby certifies as follows: "I am aware of the provisions of California Labor Code§ 3700 which requires every employer to be insured against liability for worker's compensation or to undertake self-insurance in accordance with the provisions of that code,and I will comply with such provisions before commencing the performance of the Work of this Contract." I-3.13 Sample Contract-A sample of the contract the successful Bidder will be required to enter into with the City is attached hereto as Appendix"B"and by this reference incorporated herein and made a part of these Specifications. I-3.14 Special Conditions - Prevailing Wages and Employment of Apprentices - The Contractor certifies by submission of a bid that they have not been found by the Labor Commissioner to be in violation of Prevailing Wage laws as outlined in the California Labor Code § 1777.1. The Contractor shall adhere to the provisions of Section 1770-1777 of the Labor Code and Section 7-2 entitled "Labor," of the Standard Specifications. The Contractor shall comply with and adhere to the"Special Conditions— Payment of Prevailing Wages and Employment of Apprentices"attached to Part I of these Project Specifications. Attention is directed to Section A of this attachment which states, in part, that if there is a difference between the Vernon Living Wage and Prevailing Wage rates for similar classifications of labor, the Contractor and his subcontractors shall pay not less than the highest wage rate. I-3.15 Notice to Contractor—City shall promptly inform Contractor of any third party claims related to this Contract. I-6 CS-0428 PART I-PW REV.010713 ATTACHMENT TO PART I SPECIAL CONDITIONS - PAYMENT OF PREVAILING WAGES AND EMPLOYMENT OF APPRENTICES A. Determination of Prevailing Wage Rates City has obtained from the Director of the Department of Industrial Relations (DIR) pursuant to the Labor Code determinations of the generally prevailing rates of per diem wages and the prevailing rate for holiday and overtime work in the locality in which the Work is to be performed. Copies of these determinations, entitled"PREVAILING WAGE SCALE", are maintained at the City's offices, are available during City's normal business hours and are also available on the Internet at www.dir.ca.gov/DIR/S&R/statistics research.html. If there is a difference in the Vernon Living Wage rates and the California prevailing wage for similar classifications of labor, the Contractor and Subcontractors shall pay not less than the highest wage rates. The wage rate for any classification not listed, but which may be required to execute the Work,shall be commensurate and in accord with specified rates for similar or comparable classifications for those performing similar or comparable duties. Holidays shall be as defined in the collective bargaining agreement applicable to each particular craft,classification or type of worker employed under the Contract. Per diem wages include employer payments for health and welfare, pensions, vacation, travel time and subsistence pay, apprenticeship or other training programs authorized by California Labor Code §3093, and similar purposes when the term"per diem wages"is used herein. Holiday and overtime work, when permitted by law, must be paid for at the rate of at least one and one-half (11/2) times the above specified rate of per diem wages, unless otherwise specified. In accordance with Section 1773.2 of the California Labor Code,the Contractor must post a schedule showing all applicable prevailing wage rates at appropriate and conspicuous locations on the job site where they can easily be seen by workers. B. Payment of Prevailing Wage Rates 1. Statutory Requirements -The Project is subject to the provisions of Labor Code §§1720 et seq. and the requirements of Title 8 of the California Code of Regulations§§16000 et seq.,which govern the payment of prevailing wage rates on public works projects. The Contractor and Subcontractors of any tier shall be governed by and required to comply with these statutes and regulations in connection with the Project. Pursuant to Labor Code§1771,the Contractor and all Subcontractors of any tier must pay not less than the prevailing wage rates to all workers employed in execution of the Contract. Contractor and Subcontractors must comply with applicable statutes and regulations, including but not limited to Labor Code §§ 1771, 1775, 1777.5, 1813 and 1815. 2. Weekly Payments to Employees-Contractor and all Subcontractors of any tier must pay each worker on the Project, unconditionally and not less often than once each week, the full amounts that are due and payable for the period covered by the particular payday in accordance with the prevailing wage scale determination, regardless of any contractual relationship which may be alleged to exist between the Contractor, Subcontractor and such laborers. Thus, an employer must establish a fixed workweek and an established payday. On each payday, each worker must receive all sums due at the end of the preceding workweek and must be provided with an itemized wage statement. 3. Classifications - City shall require that any class of laborers or mechanics, including apprentices and trainees,which are not listed in the General Wage Determinations and which are to be employed under this Contract, shall be classified conformably to such wage determinations. In the event the City does not concur in the Contractor's proposed classification or reclassification of a particular class of laborers and mechanics (including apprentices and trainees) to be used, the question, accompanied by the recommendation of the City's Project Representative, shall be referred to the State Director of Industrial Relations for determination. 4. Fringe Benefit Cash Equivalent - City shall require, whenever the minimum wage rate prescribed for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly wage and the Contractor is obligated to pay a cash equivalent of such a fringe benefit,an hourly cash equivalent thereof must be established. In the event the interested parties cannot agree upon cash equivalent of the fringe benefit, the questions, accompanied by the recommendation of the City's Project Representative, shall be referred to the State Director of Industrial Relations for determination. C. Penalty for Prevailing Wage Rate Underpayment Pursuant to Labor Code §1775, the Contractor must, as a penalty,forfeit Fifty Dollars ($50.00)to the City for each calendar day or portion thereof, for each worker paid less than the prevailing wage rates as determined by the Director of the Department of Industrial Relations for such work or craft in which such worker is employed for the Work by the Contractor or by any Subcontractor, of any tier, in connection with the Work. The difference between CS-0428 PART I-PW REV.010713 prevailing wage rates and the amount paid to each worker each calendar day, or portion thereof, for which each worker paid less than the prevailing wage rate, must be paid to each worker by the Contractor. D. Withholding The City shall upon its own action or upon written request of an authorized representative of the Department of Labor or DIR, withhold or cause to be withheld from the Contractor under this Contract so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the Contractor or any Subcontractor the full amount of wages required by the Contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the Work, all or part of the wages required by the Contract, the City may, after written notice to the Contractor, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. E. Certified Payroll Records and Basic Payroll Records The Contractor and Subcontractors of any tier must maintain Certified Payroll Records and"Basic Payroll Records", defined as time cards, front and back copies of canceled checks, cash receipts, trust fund forms, daily logs, employee sign-in sheets, accounting ledgers, tax forms and/or any other record maintained for the purposes of reporting payroll, during the course of the Work and must preserve them for a period of three (3) years after completion of the Project for all tradesworkers executing the Work of the Contract. Certified Payroll Records must be submitted at the times designated in Paragraph F below or upon request as described in Paragraph G below. City reserves the right to require Contractor to routinely submit Basic Payroll Records may be requested by the City at any time and must be provided within ten (10) calendar days following the receipt of the request. F. Submittal of Certified Payroll Records Pursuant to Labor Code§1776,the Contractor and each Subcontractor of any tier must maintain an accurate,weekly payroll record showing the employee full name,address,social security number,work classification,amount paid per hour,straight time,overtime and holiday hours worked each day and weekly totals,the actual per diem wages paid to each person employed for the Work, and the gross/net wages paid for this Project/all projects, as well as the Contractor name and address, Project name and location, and dates of payroll. If payments are made to any third party trust,funds or plans for health and welfare, pension or vacation trusts,those payments must be stated on the Certified Payroll Record. The basic wage rate paid per hour plus the employer contributions for benefits, including training fund contributions, must at least equal the prevailing wage rate for that classification. The Contractor must maintain and submit its Certified Payroll Records and those of its Subcontractors. City reserves the right to require Contractor to submit to the City each week, no later than seven (7) calendar days after the payday for the week covered, the Certified Payroll Records of Contractor and its Subcontractors of every tier. If there is no Work on a given week or on a given day, the Certified Payroll Record must indicate"no work"for that week or day(s). The Certified Payroll Records must account for each day of the week including Saturdays,Sundays and holidays. Contractor and Subcontractors of every tier must write"final"on the last submitted Certified Payroll Record for the Project. The Certified Payroll Records must be verified by a written declaration made by a person with authority to represent the reporting entity, under penalty of perjury,that the information contained in the payroll record is true and correct and that the reporting entity has complied with the requirements of California Labor Code§§1771, 1811, and 1815 for any Work performed by his, her or its employees on the Project. Contractor agrees that submission of Certified Payroll Records as well as all related or subsequent requests for supporting document made by City shall be a condition precedent to Contractor's receipt of a progress, final, or retention payment. The City shall withhold any portion of the progress, final, or retention payment up to and including the entire payment until the Certified Payroll Records requirement is met by the Contractor or its Subcontractor. If the Contractor or any Subcontractor is determined to have failed to pay workers in compliance with the applicable prevailing wage sections of the Labor Code,the City shall continue to withhold progress,final,or retention payments until sufficient funds have been withheld for payment of wages to workers and all applicable penalties. G. Making Certified Payroll Records Available Upon Request Pursuant to Labor Code§1776, in addition to its obligation to deliver certified payroll records to the City on a weekly basis as set forth above, the Contractor must also make payroll records available for inspection at all reasonable hours at the principal office of the Contractor on the following basis: (i) a certified copy of an employee's payroll record must be made available for inspection or furnished to such employee or his/her authorized representative on request; (ii)a certified copy of all payroll records must be made available for inspection or furnished upon request to the City, the Division of Labor Standards Enforcement and the Division of Apprenticeship Standards of the CS-0428 PART I-PW REV.010713 Department of Industrial Relations; (iii) a certified copy of payroll records must be made available upon request to the public for inspection or copies thereof made; provided, however, that a request by the public must be made through either the City,the Division of Apprenticeship Standards,or the Division of Labor Standards Enforcement. If the requested payroll records have not been previously provided to the City, the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, the requesting party must, prior to being provided the records, reimburse the cost of preparation by the Contractor, Subcontractors and the entity through which the request was made; and the public may not be given access to such records at the principal office of the Contractor; (iv)the Contractor must file a certified copy of the payroll records with the entity that requested such records within ten (10) calendar days after receipt of a written request; (v) any copy of records made available for inspection as copies and furnished upon request to the public or any public agency by the City, the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement shall be marked or obliterated in such a manner as to prevent disclosure of an individual's name, address and social security number. The name and address of the Contractor or any Subcontractor,of any tier, performing a part of the Work must not be marked or obliterated. The Contractor must inform the City of the location of payroll records, including the street address,City and county and must, within five (5) Working Days, provide a notice of a change or location and address. H. Forfeiture for Failure to Comply with Written Record Request Laws The Contractor or Subcontractor shall have ten (10) calendar days in which to comply, subsequent to receipt of written request regarding Certified Payroll Records or Basic Payroll Records. In the event Contractor or a Subcontractor fails to strictly comply after such 10-day period,the Contractor or Subcontractor shall,as a penalty to the City,forfeit Twenty-Five Dollars ($25.00) for each calendar day,or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, these penalties shall be withheld from any portion of the Contract Price then or thereafter due the Contractor. A Contractor is not subject to a penalty assessment pursuant to this paragraph due to the failure of a Subcontractor to comply with this section. I. Hours of Work 1. Limits on Hours of Work- Pursuant to Labor Code §1810, eight(8) hours of labor shall constitute a legal day's work. Pursuant to Labor Code §1811, the time of service of any worker employed at any time by the Contractor or by a Subcontractor, of any tier, upon the Work or upon any part of the Work, is limited and restricted to eight(8) hours during any one calendar day and forty(40) hours during any one calendar week, except as hereafter provided. Notwithstanding the foregoing provisions, Work performed by employees of Contractor or any Subcontractor,of any tier, in excess of eight(8) hours per day and forty(40) hours during any one week, shall be permitted upon compensation for all hours worked in excess of eight(8) hours per day at not less than one and one-half(11/2) times the basic rate of pay. 2. Penalty for Excess Hours- Pursuant to Labor Code§§1813 and 1815,the Contractor shall pay to the City a penalty of Twenty-five Dollars ($25.00) for each worker employed in the execution of the Contract by the Contractor or any Subcontractor, of any tier, for each calendar day during which such worker is required or permitted to work more than eight(8) hours in any calendar day and forty (40) hours in any one calendar week, in violation of the provisions of the California Labor Code, unless compensation to the worker so employed by the Contractor is not less than one and one-half(11/2)times the basic rate of pay for all hours worked in excess of eight (8) hours per day. 3. Contractor Responsibility For Cost of Excess Hours-Any Work performed by workers necessary to be performed after regular working hours or on Sundays or other holidays must be performed without adjustment to the Contract Price or any other additional expense to the City. ]. Responsibility for Subcontractors' Payment of Prevailing Wages Pursuant to Labor Code§1774,the Contractor is responsible for ensuring that all Subcontractors of any tier comply with requirements for payment of prevailing wages. Contractor is responsible for Labor Code violations by Subcontractors of any tier. The agreement executed between the Contractor and each Subcontractor must contain a copy of the provisions of Labor Code §§ 1771, 1775, 1777.5, 1813 and 1815, at a minimum. Contractor must monitor each Subcontractor's payment of prevailing wage rates. Upon becoming aware of the failure of any Subcontractor of any tier to pay its workers the specified prevailing wage,the Contractor must diligently take action to halt and rectify the failure, including, without limitation, retaining sufficient funds due to the Subcontractor to cover the underpayment. Before making final payment to any Subcontractor,the Contractor must obtain an affidavit from the Subcontractor,signed under penalty of perjury,which states that the Subcontractor has paid the specified, determined prevailing wage rate to its employees for the Project, as well as any amounts due pursuant to Labor Code §1813. Contractor must provide copies of such affidavits to the City and provide Contractor's affidavit that it has paid the specified,determined prevailing wage rate to its employees for the Project,as well as any amounts due under Labor Code §1813. CS-0428 PART I-PW REV.010713 K. Statement of Employer Payments Within five (5) calendar days of signing the Contract or Subcontract, as applicable, the Statement of Employer Payments(DSLE Form PW 26) must be completed and submitted to the City by each Contractor and Subcontractor who pays benefits to a third party trust, plan or fund for health and welfare benefits, vacation funds or makes pension contributions. The form must contain, for each worker classification, the fund or trust name, address, administrator, and amount per hour contributed and frequency of contributions. Training fund contributions must also be reported on this form. In February and August of each year during the Project, the Contractor and Subcontractors of any tier must verify changes in wage rates for any trade classifications used on the Project. Thereafter,Contractor and its Subcontractors must submit a new Statement of Employer Payments to the City which reflects any changes in wages and benefits. L. Apprentices 1. Apprenticeship Committee Contract Award Information-Pursuant to Labor Code§1777.5 and Title 8 California Code of Regulations §230, Contractor and Subcontractors of any tier who are not already approved to train by an apprenticeship program sponsor must,within ten(10)calendar days of signing the Contract or Subcontract, as applicable, but in any event prior to the first day in which the Contractor or Subcontractor has workers employed on the Project, submit contract award information. This information may be a Public Works Contract Award Information form (DAS form 140). The contract award information must be provided to the appropriate local apprenticeship committees whose geographic area of operation include the area of the Project and can supply apprentices to the Project. Contractor and Subcontractors must also submit a copy of the form to the City which must include, in addition to other information, an estimate of journeymen hours to be performed under the Contract or Subcontract, the number of apprentices to be employed, and the approximate dates the apprentices will be employed. Failure to provide contract award information,which is known by the Contractor or Subcontractor,shall be deemed to be a continuing violation for the duration of the Contract. 2. Employment of Apprentices - Labor Code §1777.5 and Title 8 California Code of Regulations §§200 et seq. provide detailed requirements for employing apprentices on public works. The responsibility of complying with Section 1777.5 and the regulations lies exclusively with the Contractor. When the Contractor of Subcontractor employs workers in any Apprenticeable Craft or Trade, the Contractor and Subcontractor must employ apprentices in at least the ratio set forth in Labor Code Section 1777.5. Every apprentice employed to perform any of the Work must be paid the prevailing rate of per diem wages for apprentices in the trade to which such apprentice is registered, and such individual must be employed only for the work of the craft or trade to which such individual is registered. Only apprentices,as defined in California Labor Code§3077,who are in training under apprenticeship standards and written apprenticeship agreements under California Labor Code§§3070 et seq. are eligible to be employed for the Work. The employment and training of each apprentice shall be in accordance with either of the following: (1) The apprenticeship standards and apprentice agreements under which such apprentice is training; or (2) The rules and regulations of the California Apprenticeship Council, including regulation Section 230.1 (c), which requires that apprentices employed on public projects can only be assigned to perform work of the craft or trade to which the apprentice is registered and that the apprentices must at all times work with or under the direct supervision of journeyman/men. 3. Apprenticeship Certificate and Request for Dispatch of Apprentices a. When the Contractor or any Subcontractor of any tier in performing any of the Work employs workers in any Apprenticeable Craft or Trade,as defined in Paragraph L(4),the Contractor and such Subcontractor may apply to the Joint Apprenticeship Committee administering the apprenticeship standards of the craft or trade in the area of the site of the Work for a certificate approving the Contractor or such Subcontractor under the apprenticeship standards for the employment and training of apprentices in the area or industry affected, provided, however, that the approval as established by the Joint Apprenticeship Committee or Committees shall be subject to the approval of the Administrator of Apprenticeship. The Joint Apprenticeship Committee or Committees, subsequent to approving the Contractor or Subcontractor, shall arrange for the dispatch of apprentices to the Contractor or such Subcontractor in order to comply with California Labor Code §1777.5. There shall be an affirmative duty upon the Joint Apprenticeship Committee or Committees, administering the apprenticeship standards of the crafts or trades in the area of the site of the Work, to ensure equal employment and affirmative action and apprenticeship for women and minorities. Contractors or Subcontractors shall not be required to submit individual applications for approval to local Joint Apprenticeship Committees CS-0428 PART I-PW REV.010713 provided they are already covered by the local apprenticeship standards. b. Contractors who are not already approved to train apprentices must request dispatch of required apprentices from one of the applicable Apprentices Committees whose geographic area of operation includes the site of the Project by giving the committee actual notice of at least forty-eight(48) hours (excluding Saturdays, Sundays and holidays) before the date on which one or more apprentices are required. Contractors and Subcontractors may use DAS form 142 to make the request for apprentices. However, if a non-signatory contractor declines to abide by and comply with the terms of a local committee's standards, the Apprenticeship Committee shall not be required to dispatch apprentices to such contractor. Conversely, if in response to a written request,an Apprenticeship Committee does not dispatch any apprentice to a contractor who has agreed to employ and train apprentices in accordance with either the Apprenticeship Committee's Standards or the California Apprenticeship Counsel Regulations(Title 8,Section 230 etseq.)within 72 hours of such request(excluding Saturdays,Sundays and holidays)the contractor shall not be considered in violation of Section 230.1 as a result of failure to employ apprentices for the remainder of the Project, provided the contractor has made the request in enough time to meet the required ratio. If an Apprenticeship Committee dispatches fewer apprentices than the Contractor or Subcontractor requested,the Contractor or Subcontractor shall be considered in compliance if the contractor employs those apprentices who are dispatched,provided that,where there is more than one Apprenticeship Committee able and willing to unconditionally dispatch apprentices,a Contractor or Subcontractor who is not a participant in an apprenticeship program has requested dispatch from at least two committees. 4. Ratio of Apprentices to Journeymen a.The ratio of Work performed by apprentices to journeymen,who shall be employed in the Work, may be the ratio stipulated in the apprenticeship standards under which the Joint Apprenticeship Committee operates, but in no case shall the ratio be less than one hour of apprentice work for every five hours of labor performed by a journeyman, except as otherwise provided in California Labor Code§1777.5. The ratio of apprentice work to journeyman work shall apply during any day or portion of a day when any journeyman is employed at the site of the Work and shall be computed on the basis of the hours worked during the day by journeymen so employed. Any Work performed by a journeyman in excess of eight hours per day or 40 hours per week shall not be used to calculate the ratio. The Contractor must employ apprentices for the number of hours computed as above before the end of the Contract or subcontract, as applicable. The Contractor must, however, endeavor, to the greatest extent possible, to employ apprentices during the same time period that the journeymen in the same craft or trade are employed at the site of the Work. Where an hourly apprenticeship ratio is not feasible for a particular craft or trade, the Division of Apprenticeship Standards, upon application of a Joint Apprenticeship Committee, may order a minimum ratio of not less than one apprentice for each five journeymen in a craft or trade classification. b. The Contractor or any Subcontractor covered by this Paragraph and California Labor Code§1777.5,that has agreed to be covered by an Apprenticeship Program's standards, upon the issuance of the approval certificate, or that has been previously approved in such craft or trade, must employ the number of apprentices or the ratio of apprentices to journeymen stipulated in the apprenticeship standards,but in no event less than the 1-to-5 hourly ratio. Upon proper showing by the Contractor that it employs apprentices in such craft or trade in the State of California on all of its contracts on an annual average of not less than one apprentice to each five journeymen,the Division of Apprenticeship Standards may grant a certificate exempting the Contractor from the 1-to-5 hourly ratio as set forth in this Paragraph and California Labor Code §1777.5. S. Exemption-The requirement to employ apprentices shall not apply to contracts of general contractors,or to contracts of specialty contractors not bidding for work through a general or prime contractor, involving less than Thirty Thousand Dollars ($30,000.00) or twenty (20) Working Days. The term "Apprenticeable Craft or Trade,"as used herein shall mean a craft or trade determined as an Apprenticeable occupation in accordance with rules and regulations prescribed by the Apprenticeship Council. 6. Contributions to Trust Funds-The Contractor or any Subcontractor of any tier who performs any of the Work by employment of journeymen or apprentices in any Apprenticeable Craft or Trade shall contribute to the California Apprenticeship Council in the same amount that the Director determines is the prevailing amount of apprenticeship training contributions in the area of the Project. Contractor or any Subcontractor, of any tier, may take as a credit for payments to the Council any amounts paid by the Contractor or Subcontractor to an approved apprenticeship program that can supply apprentices to the Project. CS-0428 PART I-PW REV.010713 Contractors who do not contribute to an apprenticeship program must submit their contributions to the California Apprenticeship Council. Training Fund contributions are due and payable on the 15th day of the month for work performed during the preceding month. Training contributions to the California Apprenticeship Council shall be paid by check and shall be accompanied by a Completed Training Fund Contribution form (CAC-2). Contractors who contribute to an apprenticeship program are entitled to a full credit in the amount of those contributions. The Division of Labor Standards Enforcement is authorized to enforce the payment of such contributions to such fund(s)as set forth in California Labor Code§ 227. Such contributions shall not result in an increase in the Contract Price. 7. Contractor's Compliance - The responsibility of compliance with this Paragraph for all Apprenticeable Trades or Crafts is solely and exclusively that of the Contractor. All decisions of the Joint Apprenticeship Committee(s) under this Paragraph are subject to the provisions of California Labor Code §3081. In the event the Contractor willfully fails to comply with the provisions of this Paragraph and California Labor Code §1777.5, pursuant to California Labor Code§1777.7,the Contractor shall: (i) be denied the right to bid on any public works contract for a period of one(1)year from the date the determination of non-compliance is made by the Administrator of Apprenticeship; and (ii) forfeit, as a civil penalty, One Hundred Dollars ($100.00)for each calendar day of noncompliance. Notwithstanding the provisions of California Labor Code §1727, upon receipt of such determination,the City shall withhold such amount from the Contract Price then due or to become due. Any such determination shall be issued after a full investigation,a fair and impartial hearing, and reasonable notice thereof in accordance with reasonable rules and procedures prescribed by the California Apprenticeship Council. Any funds withheld by the City pursuant to this Paragraph shall be deposited in the General Fund or other similar fund of the City. The interpretation and enforcement of California Labor Code §§1777.5 and 1777.7 shall be in accordance with the rules and procedures of the California Apprenticeship Council. CS-0428 PART I-PW REV.010713 EXHIBIT A LIVING WAGE PROVISIONS Minimum Living Wages: A requirement that Employers pay qualifying employees a wage of no less than $10.30 per hour with health benefits, or $11.55 per hour without health benefits. Paid and Unpaid Days Off: Employers provide qualifying employees at least twelve compensated days off per year for sick leave, vacation, or personal necessity, and an additional ten days a year of uncompensated time for sick leave. No Retaliation: A prohibition on employer retaliation against employees complaining to the City with regard to the employer's compliance with the living wage ordinance. Employees may bring an action in Superior Court against an employer for back pay, treble damages for willful violations, and attorney's fees, or to compel City officials to terminate the service contract of violating employers. CS-0428 PART I-PW REV.010713 Part II — Special Provisions — Specific for this Proiect PART II SPECIAL PROVISIONS - SPECIFIC FOR THIS PROJECT II-1.01 Scope of Work — The proposed project will consist of the remodel of approximately 4,500 SF of office space within the current City Hall building per contract plans. II-1.02 Length of Contract — All work in this project shall be completed within 60 (sixty) calendar days as specified in the Bidder's Proposal. II-1.03 Specifications—Office Improvements shall conform to the Part 1 —General Provisions of the "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2012 Edition). The AMERICAN INSTITUTE OF ARCHITECT SPECIFICATIONS shall be used as the specifications for any work not specifically provided for in the project manual for tenant improvements contained in ATTACHMENT No. 1. II-1.04 Delays and Extensions of Time—The provisions of Section 6-6 entitled "Delays and Extensions of Time" of the Standard Specifications shall apply except as modified and supplemented below. The second paragraph of subsection 6-6.1 is hereby deleted and the following paragraph shall be inserted in its place: No extension of time will be granted for a delay caused by the inability of the Contractor to obtain materials, equipment and labor, except as authorized by the City Engineer. The length of contract time stipulated includes any time which may be required to obtain materials, equipment and labor, and the Contractor in submitting a bid shall be deemed to have ascertained the availability of materials, equipment and labor and considered same in his proposed construction schedule. II-1.05 Quality of Work—The provisions of Section 4-1.1 entitled "Materials and Workmanship" of the Standard Specifications (2012) shall apply. In addition, any work deemed unacceptable by the City Engineer, whether a cause is determined or not shall be repaired or replaced by the Contractor at his expense. II-1.06 Liquidated Damages — In accordance with Section 6-9 of the Standard Specifications (2012), for each consecutive calendar day required to complete the work in excess of the time specified herein for its completion, as adjusted in accordance with Section 6-6 of the Standard Specifications (2012), the Contractor shall pay to the City, or have withheld from monies due it, the sum of$1,500.00. II-2.01 Scheduling of Work — The Contractor shall submit his work schedule to the City Engineer at the pre-construction meeting. The construction schedule shall show the sequence of work, critical path and estimated time for completion of each segment of work. This schedule must be reviewed and accepted by the City Engineer before the Contractor will be permitted to begin work. In addition, the Contractor shall submit a detailed schedule forecasting two weeks of work describing each day's work. This schedule shall be updated and submitted to the City every other Monday during the construction period. The Contractor shall give 48 hours notice to the City Engineer prior to the start of the work. CS-0428 II-1 SPECIAL PROVISIONS II-2.02 Construction Hours—The type of work below will have time restrictions as followed: All work shall occur Monday thru Friday between the hours of 7 a.m. - 4 p.m. Weekend work will be allowed upon approval of the City Engineer II-3.01 Phasing of Work — The City Attorney's and Human Resources' office remodel shall be completed in one continuous phase. The City Administration's office remodel shall be completed in two phases. The two phase construction area is shown in plan sheet PP. A temporary insulated wall shall be constructed between the two areas to minimize noise intrusion. Once the phase I is completed, 10 business days shall be provided to the city to relocate office personnel to the remodeled area before construction of the phase II begins. All electrical, HVAC, communication lines, and other needed appurtenance, shall be fully functional in the space that is occupied by the City. All work shall be completed in conformance with the project plans and specifications and the project manual for tenant improvement contained in attachment No. 1. II-4.01 Extra Work — In the event the City and the Contractor are unable to negotiate an agreed price for extra work, which is acceptable to both parties, payment shall be made based on time and materials as follows: a. Work by the Contractor: The following percentages shall be added to the Contractor's cost and shall constitute the markup for all overhead and profits: 1. Labor 20% 2. Materials 15% 3. Equipment Rental 15% 4. Other Items and Expenditures 15% b. Work by the Subcontractor - When all or any part of the extra work is performed by a subcontractor, the above markups shall apply to the aggregate sum of the extra work, regardless of the number of tiers of subcontractors used. In addition, a markup of 10- percent on the first $5,000 of extra work and 5-percent on work in excess of$5,000 may be added by the Contractor. II-4.02 Compliance with Laws. Regulations. and Safe Practices — The Contractor shall perform all work in a safe, competent manner and in accordance with all federal, state, and local statues, regulations, ordinances, rules, and governmental orders. The Contractor will be solely and completely responsible for the conditions of the job site, including safety of all persons and property during performance of the work. This requirement will apply continuously and not be limited to normal working hours. Inspection of the Contractor's performance by the City, its agents, or employees is not intended to include review of the adequacy of the Contractor's safety measures in or near the job site. II-5.01 Noise Restrictions — The noise level from the Contractor's operations shall not exceed 85 dBA when measured within a one hundred (100) foot radius at any time. CS-0428 II-2 SPECIAL PROVISIONS II-6.01 Construction Order of Work Work shall be scheduled so as to lessen the impact upon City operations. Requirements—General: 1. All construction shall conform to Sections 6-1 and 6-2 of the latest edition of the Standard Specifications for Public Works Construction and shall proceed in a smooth, efficient, timely and continuous manner. As such, once construction is started in a work area, the Contractor will be required to work continuously in that work area until construction has been completed and the work area is open and accessible to pedestrian traffic in a manner approved by the City Engineer before the next stage of work will be allowed to begin. 2. Once construction is started in a work area, the Contractor shall not withdraw manpower or equipment from that work area in order to start construction in another work area if doing so, in the opinion of the City Engineer, delays the completion of the work presently under construction. 3. The Contractor shall maintain continuous access to the City Hall and offices, unless the Contractor has obtained the approval of the City Engineer to close such access. 4. No stockpiling of material and construction equipment in or on areas outside of the construction site will be permitted on this project unless approved by the City Engineer. Upon the review and approval of the City, the Contractor may elect to obtain a storage yard for his materials and construction equipment for the duration of this contract in order that work on this project will proceed in an efficient manner. Said storage yard shall conform to all City regulations, ordinances, and zoning requirements and shall be maintained in a neat and orderly manner. II-7.01 Character of Workers — If any subcontractor or person employed by the Contractor shall appear to the City Engineer to be incompetent, intemperate, troublesome, or acts in a disorderly or otherwise objectionable manner, he shall be immediately discharge from the project on the requisition of the City Engineer, and such person shall not be reemployed on the work. If said individual has an ownership interest in the contracting entity, the City Engineer will serve written notice upon the Contractor and the Surety providing the faithful performance bond, in accordance with Section 6-4, "Default by Contractor," of the Standard Specifications, demanding complete and satisfactory compliance with the Contract. II-8.01 Examination of the Site — The Contractor is required to examine the site and judge for themselves the location, physical conditions, substructures, and surroundings of the proposed work. II-9.01 Mobilization — The cost of all preparatory work and operations for the multiple movements of personnel, equipment, supplies, and incidentals to the project site must be included in the various bid items, and no extra compensation will be paid to the Contractor. II-10.01 Dust Control — Throughout all phases of construction, including suspension of work, and until final acceptance of the project, the Contractor shall abate dust nuisance by cleaning or CS-0428 II-3 SPECIAL PROVISIONS other means as necessary when requested by the City. Failure of the Contractor to comply with the City Engineer's cleanup orders may result in an order to suspend work until the condition is corrected. No additional compensation nor extension of contract completion time will be allowed as a result of such suspension. The cost of furnishing and operating dust control during the construction project must be included in the various bid items, and no extra compensation will be paid to the Contractor. II-11.01 Cleaning of Site During Construction — During construction, all existing improvements adjacent to the proposed office renovation site shall be cleaned of all dirt or debris on a daily basis. II-12.01 Final Cleaning of Site and Restoration — The Contractor shall be responsible for cleaning and restoration of all damaged existing improvements at no cost to the City. The Contractor shall restore the wallpaper damaged on the hallway adjacent to the proposed office renovation site at no cost to the City. The City will provide the necessary wallpaper that matches the existing finishing. All existing improvements adjacent to the proposed office renovation site shall be cleaned of all dirt or debris. The cost of such cleaning after the construction of the project must be included in the various bid items, and no extra compensation will be paid to the Contractor. II-13.01 Sanitary Facilities — The Contractor shall furnish and maintain sanitary facilities by the worksites for the entire construction period. The costs for this shall be incorporated in the most closely related bid item and no extra compensation will be paid to the contractor. II-14.01 Best Management Practices (BMP) — The Contractor shall submit a copy of their Best Management Practices (BMP's) to the City Engineer for review ten (10) days prior to the beginning of any work. The Contractor is hereby notified that specific construction practices in the Standard Specifications, Section 7-8.6.2, "Best Management Practices (BMP)" are considered to be Best Management Practices. The Contractor shall implement and maintain such BMPs as are relevant to the work, and as are specifically required by the Plans or Special Provisions. The Contractor shall not commence activity until the BMP submittal has been reviewed and approved. II-15.01 Protection of the Public — The Contractor shall take such steps and precautions as his/her operations warrant to protect the public from danger, loss of life, loss of property or interruption of public services. Unforeseen conditions may arise which will require that immediate provisions be made to protect the public from danger or loss, or damage to life and property, due directly or indirectly to prosecution of work under this contract. Whenever, in the opinion of the City Engineer, a condition exists in which the Contractor has not taken sufficient precaution of public safety, protection of utilities, and/or protection of adjacent structures or property, the City Engineer will order the Contractor to provide a remedy for the condition. If the Contractor fails to act on the situation within a reasonable time period as determined by the City Engineer, or in the event of an emergency situation, the City Engineer may provide suitable CS-0428 II-4 SPECIAL PROVISIONS protection by causing such work to be done and material to be furnished as, in the opinion of the City Engineer, may seem reasonable and necessary. The cost and expense of all repairs (including labor and materials) as are deemed necessary, shall be borne by the Contractor. All expenses incurred by the City for emergency repairs will be deducted from the final payment due to the Contractor. II-16.01 Fire Sprinklers — Fire sprinklers improvements shall conform to the section 15500 Automatic Fire Sprinkler System of the Project Manual found in Attachment No. 1. As part of the proposed project, the contractor will be required to relocate and possibly install additional fire sprinkler heads in the remodel space. Shop drawings are required to be prepared, submitted and a permit obtained prior to the commencement of the fire sprinkler work. CS-0428 11-5 SPECIAL PROVISIONS Attachment 1 — Project Manual for Tenant Improvement PROJECT MANUAL FOR TENANT IMPROVEMENT CITY OF VERNON CITY ATTORNEY & ADMINISTRATION OFFICES VERNON, CALIFORNIA Prepared By SIMONGLOVER, INC. 3293 PACIFIC AVENUE LONG BEACH, CALIFORNIA 90807 Project No. 21360 Date: APRIL - 2014 CITY OF VERNON—Tenant Improvement Table of Contents City Attorney&Administration Offices T of C - 1 Vernon, California TABLE OF CONTENTS CONDITIONS OF THE CONTRACT General Conditions Supplementary Conditions DIVISION 1 GENERAL CONDITIONS 01010 Summary of Work 01015 Definitions 01025 Schedule of Values 01048 Contractor's Requests for Information 01050 Field Engineering 01060 Regulatory Requirements 01070 Abbreviations 01090 Reference Standards 01200 Project Meetings 01300 Submittals 01351 CAL GREEN Requirements Table 4.504.1 -Adhesive VOC Limits Table 4.504.2 - Sealant VOC Limit and 4.504.3 Carpet Systems Table 4.504.3 -VOC Content Limits for Architectural Coatings Table 4.504.5 - Formaldehyde Limits 01352 Construction Waste Management 01400 Quality Control 01500 Construction Facilities and Temporary Controls 01600 Material and Equipment 01630 Substitution Request Form 01700 Contract Closeout 01740 Warranties and Guarantees 01810 HERS Requirements 01900 Miscellaneous Work DIVISION 2 SITE WORK 02579 Pavement Markings, Truncated Domes and Signage DIVISION 5 METALS 05120 Structural Steel 05410 Load-Bearing Metal Studs 05500 Metal Fabrications 05700 Ornamental Metal CITY OF VERNON—Tenant Improvement Table of Contents City Attorney&Administration Offices T of C -2 Vernon, California DIVISION 6 WOOD AND PLASTIC 06100 Rough Carpentry 06200 Finish Carpentry DIVISION 7 THERMAL AND MOISTURE PROTECTION 07210 Building Insulation 07270 Firestopping 07600 Sheet Metal 07900 Calking and Sealants DIVISION 8 DOORS AND WINDOWS 08210 Wood Doors and Frames 08400 Aluminum Storefront Entrances and Windows 08410 Aluminum Door Frames for Interior Partitions 08710 Finish Hardware 08800 Glass and Glazing DIVISION 9 FINISHES 09100 Metal Support Systems 09250 Gypsum Wallboard 09300 Ceramic Tile 09510 Acoustical Ceilings 09650 Resilient Base 09690 Carpet Tile 09900 Painting DIVISION 10 SPECIALTIES 10010 Building Specialties 10162 Toilet Partitions 10800 Toilet Accessories DIVISION 15 MECHANICAL 15000 Mechanical 15500 Automatic Fire Sprinkler System DIVISION 16 ELECTRICAL 16000 Electrical END OF TABLE OF CONTENTS CITY OF VERNON—Tenant Improvement General Conditions City Attorney&Administration Offices GC - 1 Vernon, California GENERAL CONDITIONS 1. ATTENTION GENERAL CONTRACTOR AND ALL SUBCONTRACTORS "General Conditions of the Contract", Standard Form A201, 2007 Edition, of American Institute of Architects, are hereby made a part of this Specification to same extent as if bound herein. General Conditions, including Supplementary General Conditions hereinafter specified, shall become part of Contract, and shall apply to General Contractor and all subcontractors. Copies of General Conditions may be obtained from the local Chapter of the American Institute of Architects. "Contractor shall notify the Owner in writing of any perceived errors or conflicts between the specifications and the written agreement between Owner and Contractor. Written instructions addressing such perceived errors or conflicts shall be received from the Owner prior to the Contractor or sub-contractor proceeding with the Work." END OF GENERAL CONDITIONS CITY OF VERNON—Tenant Improvement Supplementary Conditions City Attorney&Administration Offices SC - 1 Vernon, California SUPPLEMENTARY CONDITIONS 1. GENERAL: STANDARD A.I.A. FORMS,ETC. A. American Institute of Architects' (2007) Edition of Document A-201 "General Conditions of the Contract for Construction" (hereinafter referred to as General Conditions) is made a part of this Contract and shall apply to all Contractors and Subcontractors. B. Where any article of the above referenced General Conditions is supplemented herein, remaining A.I.A. provisions of article shall remain in effect. All supplemental provisions shall be construed as added to the General Conditions thereto. Where any article is amended, voided or superseded, provisions of article not specifically amended, voided or superseded shall remain in effect. C. The following paragraphs refer to this project and are incorporated into General Conditions and supersede them whenever they conflict. D. Division 1 of the Contract Specifications should be carefully studied for it is,by this reference, made a part of the General Conditions and these Supplementary General Conditions. 2. BRIEF FORM OF SPECIFICATIONS: These Supplementary General Conditions, specifications and other documents are of abbreviated or "streamlined" type. Omissions of words or phrases such as "the Contractor shall", "shall be", "as noted on the drawings", "according to the drawings", in accordance with the specifications", "a", "an", "the", and "all" are intentional. Omitted words and phrases shall be supplied by inference in same manner as they are when a "note" occurs on drawings. This is for purposes of brevity, and is not intended, nor shall it be construed, as license to modify requirements. Therefore, all parties shall interpret provisions and requirements of specifications as mandatory, unless otherwise stipulated. (NOTE: Unless specifically noted to the contrary, all directions and instructions contained in Contract Documents are addressed to Contractor who signs agreement with Owner.) 3. CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS: Add following to Paragraph 1.2.3 of General Conditions. 1.2.4 Execute work per Contract Documents. Make no changes without first receiving written permission from Owner. Where detailed information is lacking, before proceeding with work, refer matter to Owner and/or Architect for information. 1.2.5 When dimensions are not written on drawings, Owner and/or Architect will furnish interpretation. Dimensions shall not be obtained by scaling drawings. Large-scale drawings take precedence over small-scale drawings and full size drawings shall be followed in preference to both CITY OF VERNON—Tenant Improvement Supplementary Conditions City Attorney&Administration Offices SC -2 Vernon, California small and large scale drawings. 1.2.6 In general, drawings indicate dimensions, positions and details of construction; specifications describe qualities of materials,performance, installation and erection procedures, and workmanship. 1.2.7 In case of difference between specifications and drawings with reference to size, shape or dimension, and where there are typographical errors in specifications or notational errors on drawings, Owner and/or Architect will decide upon correct intent. Should an error appear in specifications or drawings or in work done by others, affecting this work, notify Owner and/or Architect at once for instructions as to procedure. If Contractor proceeds with work without said instructions from Owner and/or Architect, Contractor shall make good any resulting damage or defects. 1.2.8 Should conflict occur in or between Drawings and Specifications or where detail reference on Contract Drawings have been omitted, Contractor is deemed to have estimated the most expensive materials and construction involved. 1.2.9 Drawings and diagrams for mechanical and electrical work shall be followed only for work for which they were especially prepared and shall be considered as diagrammatic only; they shall not be used for any structural guidance nor for architectural layout." 4. REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR: Add following to Subparagraph 3.2.1 of General Conditions: "3.2.1.1 The Contractor shall perform no portion of the Work at any time without Contract Documents and, where required, Shop Drawings, Product Data and/or Samples for such portion of the Work. 3.2.1.2 Contractor and his Subcontractors by their act of submitting a bid acknowledge that they have informed themselves fully regarding requirements of drawings and specifications, "General Conditions" and "Supplementary General Conditions", and of all applicable laws, ordinances and regulations." 5. SUPERVISION AND CONSTRUCTION PROCEDURES: Add following to Paragrgph 3.3 of General Conditions: "3.3.4 Contractor shall maintain an adequate inspection system and perform such inspections as will assure that work performed under this Contract conforms to contract requirements and shall maintain and make available to Owner and/or Architect adequate records of such inspections." 3.3.5 Field Checking: Prior to submission to Owner and/or Architect, all shop CITY OF VERNON—Tenant Improvement Supplementary Conditions City Attorney&Administration Offices SC - 3 Vernon, California drawings, brochures, and other construction data shall be checked for quantity, size and dimensions by Contractor personnel especially assigned for this purpose. Owner and/or Architect will answer questions raised by the Contractor and by his subcontractors and will make all determinations regarding quality of materials and equipment, design and arrangement decisions and color selections, but will not be responsible for quantity, size or dimensional errors on shop drawings. In cases of omissions and obvious error and in cases of conflict, either between contract drawings and specifications requirements or between details on contract drawings, such questions shall be called to Owner and/or Architect's attention and Owner and/or Architect shall give prompt answers to such questions. 3.3.6 Contractor shall be responsible for coordinating work of his subcontractors and trades so that work as a whole will conform to the approved construction schedule and contract completion date and so that work will be completed efficiently and expeditiously in accordance with Contract Documents. This coordination shall include,but is not limited to such items as: 3.3.6.1 Contractor and each of his subcontractors shall be responsible for examining all drawings, all sections of specifications and all items of addenda to inform themselves of requirements for their part of the work. In the event there is an omission of an indication of an item or part of work from a location on one drawing in which is indicated in same relative location on another drawing, then Contractor and each sub- contractor is responsible for getting written clarification on the issue from the Architect and approval by Owner. 3.3.6.2 Specifications are divided into sections for convenience of Contractor. Items or parts of work specified shall constitute a responsibility of Contractor regardless of where they are located in specifications. Neither Owner and/or Architect will make decisions on trade jurisdiction nor responsibilities of subcontractors. 3.3.6.3 Supervise taking of all measurements in field necessary to insure timely fabrication, delivery, and proper fitting together of entire work. 3.3.6.4 Coordinate work of all crafts to eliminate interferences, duplication of work, and unfinished gaps between operations. 3.3.6.5 Regulate and schedule installation and erection of each trade and craft involved in work so as to eliminate delays due to overlapping in time of starting work of various trades and lack of erection or installation of contiguous or underlying work upon which installation or erection of work or any trade is dependent. CITY OF VERNON—Tenant Improvement Supplementary Conditions City Attorney&Administration Offices SC -4 Vernon, California 3.3.6.6 Advise his subcontractors and trades as to features of construction required in their work to receive, engage and support parts of other work, and of easements and tolerances required. It is Contractor's responsibility that each of his subcontractors leaves his work in proper condition to receive subsequent application of work of other trades. 3.3.6.7 See the provision for and placement of all work by applicable trades of his subcontractors are accomplished on schedule. 3.3.6.8 See that applicable trade and subcontractor furnishes and receives all drawings, templates and other information required for work as a whole. 3.3.6.9 See that all sleeves, inserts, boxes, piping, conduit, blocking, anchor bolts, and other required items are built into work at proper time in required manner as indicated on drawings and in project documents. 3.3.6.10 Prepare and protect work as required for introduction into building of materials, fabrication, furniture, and equipment furnished by Owner and not a part of this Contract. Render assistance as required to facilitate installation of items." 6. SUPERINTENDENT: Add following to Paragrgph 3.9 of General Conditions: "3.9.4 The Contractor shall employ for the life of the Contract a Superintendent of Construction who will spend his full time organizing and coordinating the work of all of the various trades for this specific Project. The Superintendent shall be experienced in structural, mechanical, electrical, plumbing, heating and ventilating equipment installation as well as the peculiarities of this type construction. He shall have no less than 5 years experience in directing construction of projects of this type. The Superintendent shall bring into order and relate the work to avoid interference, establish and preserve clearances between related parts of the work and maintain the indications on the Drawings and the requirements of the Specifications. 3.9.4.1 The Superintendent shall not be replaced without the Owner's approval or demand, or unless the Superintendent ceases to be employed by the Contractor." 7. CUTTING AND PATCHING OF WORK: Add following to Paragraph 3.14 of General Conditions: CITY OF VERNON—Tenant Improvement Supplementary Conditions City Attorney&Administration Offices SC - 5 Vernon, California "3.14.3 Cutting of new work shall be avoided. However, if cutting,patching, repairing, removal and/or replacing is necessary, it shall be performed in accordance with requirements of Contract Document. 3.14.4 In all cases care shall be exercised in cutting operation. Perform operations under supervision of competent mechanics skilled in applicable trade. Cut openings as small as possible to avoid damage. Careless or avoidable cutting will not be tolerated. 3.14.5 All patching, repairing and replacing of materials and surfaces cut or damaged in execution of work shall be done with applicable materials, so that all surfaces replaced will,upon completion, match surrounding similar surfaces. 3.14.6 All replacing,patching and repairing of materials and surfaces cut or damaged shall be performed by methods and with materials so as not to void, in any way, guarantees or bonds required under this Contract or in force on existing work or work performed under other Contracts." 8. CLEANING UP: Add following to Paragraph 3.15 of General Conditions: "3.15.3 During construction period, materials to be used shall be kept in an orderly manner, neatly stacked or piled. Upon completion of work of any trade, remove surplus materials and scrap from jobsite. 3.15.4 Perform "clean-up" work after painting has been completed and just prior to final acceptance of work as a whole by Owner. 3.15.5 With exception specified,use materials and methods for cleaning and polishing as recommended by the applicable manufacturers. Soaps and cleaners shall be of types not injurious to surfaces on which they are used. Use of acids is prohibited except as specified. 3.15.6 All work shall be left clean of dirt, spatterings of paint,plaster, concrete, mortar, fingerprints, and other foreign matter. Contractor shall leave building and premises clean and orderly, ready for occupancy for which it is intended and in accordance with the following "Checklist", in addition to "broom-cleaning": A. Remove all stains from glass, wash and polish same inside and outside. Do not scratch glass or glazing compound. B. Clean fixtures and equipment, floors, walls and ceiling surfaces, doors, other materials exposed to view. C. Clean and polish metal surfaces, including doors and hardware." CITY OF VERNON—Tenant Improvement Supplementary Conditions City Attorney&Administration Offices SC - 6 Vernon, California 9. INDEMNIFICATION: Add following to Paragraph 3.18 of General Conditions: "3.18.3 Part "(2)" of subparagraph 3.18.3 does not relieve Contractor of his responsibility for construction procedures nor for safety precautions, and other requirements established by subparagraphs 4.2.3 and 4.2.4 of Paragraph 4.2 entitled ARCHITECT'S ADMINISTRATION OF THE CONTRACT." 10. COMMUNICATIONS FACILITATING CONTRACT ADMINISTRATION: Add following to Subparagraph 4.2.11 of General Conditions: "4.2.11.1 Owner and/or Architect shall decide all questions as to meaning of Drawings, Specifications, and related documents, including questions as to errors, conflicts, ambiguities, or omissions." 11. MUTUAL RESPONSIBILITY: Add following to Paragraph 6.2 of General Conditions: "6.2.6 Provide all chases and openings required in the Work and required by other contractors employed by Owner. It shall, however,be duty and responsibility of said other contractors involved to clearly locate, at proper time, all chases and openings required and furnish drawings, templates, and all other information necessary for proper execution of Work and to furnish and install all supporting devices and materials and equipment required by him. 6.2.7 When other sub-contractors are directed to coordinate work with work of this Contractor as far as built-in items, space requirements and time scheduling are concerned, and this Contractor has knowledge of such requirements, he shall be responsible for execution of required coordination. END OF SUPPLEMENTARY CONDITIONS CITY OF VERNON—Tenant Improvement Summary of Work City Attorney&Administration Offices 01010 - 1 Vernon, California SECTION 01010 SUMMARY OF WORK 1.01 DESCRIPTION: The Work includes the complete Tenant Improvement of: CITY OF VERNON CITY ATTORNEY &ADMINISTRATION OFFICES Vernon, California in strict conformance with the Drawings and Specifications prepared by: SIMONGLOVER, INC. 3293 Pacific Avenue Long Beach, California 90807 Telephone (562) 279-0050 AND OTHER CONSULTANTS 1.02 WORK NOT IN THE CONTRACT: The term "NIC" means "Not In Contract". Following portions of the Work will be provided by the Owner under separate contract or other arrangement: 1. All other items indicated or specified as NIC. 1.03 UTILITY CHARGES: The Owner will pay all connection fees and assessments separate from the Contract such as permit fees, school fees and all other fees required. END OF SECTION CITY OF VERNON—Tenant Improvement Definitions City Attorney&Administration Offices 01015 - 1 Vernon, California SECTION 01015 DEFINITIONS PART 1 - GENERAL 1.01 DESCRIPTION: This Section covers additional definitions supplementary to those given in the Conditions of the Contract. 1.02 DEFINITIONS: A. Drawings: Words such as "shown", "indicated", "detailed", "noted", "scheduled", or words of similar import shall mean that reference is made to the information on the Drawings unless stated otherwise. B. Actions of Architect: Such words as "directed", "designated", "selected", and words of similar import shall mean that the direction, designation, selection, or similar action of the Owner and/or Architect is intended unless stated otherwise. C. Required: The word "required" and words of similar import shall mean "required to complete the Work" and "required by the Owner and/or Architect", as is applicable to the context of the place where used, unless stated otherwise. D. Perform: The word "perform" shall be understood to mean that the Contractor, at his expense, shall perform all the operations necessary to complete the Work or mentioned portions of the Work, including furnishing and installing materials as are indicated, specified, or required to complete such performance. E. Provide: The term "provide" shall be understood to mean that the Contractor, at his expense, shall furnish and install the Work and the mentioned portion of the Work, complete and ready for the intended use. These definitions apply the same to future, present, and past tenses except "provided" may mean "contingent upon" where such is the context. F. Equal: Terms such as "equal', "approved equal", "equivalent", and all terms of similar import shall be understood to be followed by the phrase "in the opinion of the Owner and/or Architect" unless stated otherwise. G. Approval: Such words as "approved", "approval', "acceptable", "acceptance", or words of similar import shall mean REVIEWED that or similar import of the Owner and/or Architect is intended unless stated otherwise. H. Submit: Such words as "submit", "submittal', "submission" and terms of similar import shall include the meaning of the phrase "submit to the Owner and/or Architect for his approval" unless otherwise stated. CITY OF VERNON—Tenant Improvement Definitions City Attorney&Administration Offices 01015 -2 Vernon, California I. Language: Specifications are written in a modified brief style consistent with clarity. Generally, the words "the", "shall", "will" and"all" are not stated. Words requiring an action or performance, such as "perform", "provide", "erect", "install", "furnish", "connect", "test", "coordinate", and words and phrases of similar import, shall be understood to be preceded by the phrase "The Contractor shall" unless otherwise stated. The requirements indicated and specified apply to all Work of the same kind, class, and type, even though the word "all" is not stated. J. Titling and Arrangement: Article, Paragraph, and Subparagraph titles and other identifications of subject matter in the Specifications are intended as an aid in locating and recognizing various requirements in the Specifications. Except where titling forms a part of the text, such as beginning words of a sentence or where the title establishes the subject, the titles are subordinate to and do not define, limit, or otherwise restrict the Specification text. Underlining or capitalizing of any words in the text does not signify or mean that such words convey special or unique meanings having precedence over any other part of the Contract Documents. Specification text shall govern over titling and shall be understood to be and interpreted as a whole. The order of Articles, Paragraphs, Subparagraphs, and Sub-subparagraphs in the Specifications text is defined by the sequence of indentations. PART 2 - PRODUCTS (Not Applicable) PART 3 -EXECUTION (Not Applicable) END OF SECTION CITY OF VERNON—Tenant Improvement Schedule Of Values City Attorney&Administration Offices 01025 - 1 Vernon, California SECTION 01025 SCHEDULE OF VALUES PART 1 - GENERAL 1.01 DESCRIPTION: General Conditions and this Section cover schedule of values, supplementary to those given in the Conditions of the Contract. 1.02 SCHEDULE OF VALUES: A. Submit to Owner for approval within 15 days of award of Subcontract, on the Owner Payment Request Form a breakdown to the total contract price showing the value assigned to each part of the work. List items in accordance with the Specifications index. 1. In addition to the above, submit a cost breakdown of all site work beyond the building line to assist Owner in the determination of site improvement costs. B. Support Values given with data substantiating their correctness upon Owner's request. C. Use Schedule of Values for Contractor's application for payment. 1.03 FORM OF SUBMITTAL: The form of Application for Payment shall be a form acceptable to Owner. 1.04 PREPARING SCHEDULE OF VALUES: A. Itemize Separate Line Cost for work required by each Section of the Specifications. B. Break Down installed costs into: 1. Delivered cost of product, with taxes paid. 2. Total installed cost, with overhead and profit. C. For Each Line Item which has installed value of more than $10,000.00, break down cost to list major products or operations under each item. D. Round off Figures to nearest dollar. 1.05 REVIEW AND RESUBMITTAL: After review by Architect and Owner, revise and resubmit schedule (and schedule of material values) as required. Resubmit revised schedule in same manner. END OF SECTION CITY OF VERNON—Tenant Improvement Contractor's Requests For Information City Attorney&Administration Offices 01048 - 1 Vernon, California SECTION 01048 CONTRACTOR'S REQUESTS FOR INFORMATION PART 1 - GENERAL 1.01 DESCRIPTION: All other sections of Division 1 apply to this Section. This Section covers the general requirements for Contractor's Requests for Information, and pertains to all portions of the contract documents. A. Related Work Specified Elsewhere: 1. Project Meetings - Section 01200 2. Submittals - Section 01300 1.02 DEFINITION: Request for Information, a document submitted by the Contractor requesting clarification of a portion of the contract documents, hereinafter referred to as RFI. 1.03 CONTRACTOR'S REQUESTS FOR INFORMATION: A. When the Contractor is unable to determine from the contract documents, the exact material, process or system to be installed, the Architect shall be requested to make a clarification of the indeterminate item. Wherever possible, such clarification shall be requested at the next appropriate project meeting, with the response entered into the meeting minutes. When clarification at the meeting is not possible, either because of the urgency of the need, or the complexity of the item, Contractor shall prepare and submit an RFI to the Architect. B. Contractor shall endeavor to keep the number of RFI's to a minimum. In the event that the process becomes unwieldy, in the opinion of the Architect, because of the number and frequency of RFI's submitted, the Architect may require the Contractor to abandon the process and submit all requests as either submittals, substitutions or requests for change. C. RFI's shall be submitted on a form provided by, or approved by, the Architect. Forms shall be completely filled in, and if prepared by hand, shall be fully legible after copying by xerographic process. Each page of attachments to RFI's shall bear the RFI number in the lower right corner. D. RFI's from subcontractors or material suppliers shall be submitted through, reviewed by, and signed by the Contractor prior to submittal to the Architect. E. Contractor shall carefully study the contract documents to assure that the requested information is not available therein. RFI's which request information available in the contract documents will not be answered by the Architect. CITY OF VERNON—Tenant Improvement Contractor's Requests For Information City Attorney&Administration Offices 01048 -2 Vernon, California F. In all cases where RFI's are issued to request clarification of coordination issues, for example,pipe and duct routing, clearances, specific locations of work shown diagrammatically, and similar items, the Contractor shall fully lay out a suggested solution using drawings or sketches drawn to scale, and submit same with the RFI. RFI's which fail to include a suggested solution will not be answered. G. RFI's shall not be used for the following purposes: 1. To request approval of submittals 2. To request approval of substitutions, 3. To request changes which entail additional cost or credit. 4. To differentiate methods of performing work than those drawn and specified. H. In the event the Contractor believes that a clarification by the Architect results in additional cost, Contractor shall not proceed with the work indicated by the RFI until a change order is prepared and approved. Answered RFI's shall not be construed as approval to perform extra work. I. Unanswered RFI's will be returned with a stamp or notation: Not Reviewed. J. Contractor shall prepare and maintain a log of RFI's, and at any time requested by the Architect, Contractor shall furnish copies of the log showing all outstanding RFI's. Contractor shall note all unanswered RFI's in the log. K. Contractor shall allow for 10 working days review and response time for RFI's. PART 2—PRODUCTS -Not applicable to this Section. PART 3 —EXECUTION -Not applicable to this Section. END OF SECTION CITY OF VERNON—Tenant Improvement Field Engineering City Attorney&Administration Offices 01050 - 1 Vernon, California SECTION 01050 FIELD ENGINEERING PART 1 - GENERAL 1.01 DESCRIPTION: This Section covers survey work and engineering responsibilities. PART 2 - PRODUCTS (Not Applicable) PART 3 -EXECUTION 3.01 LAYOUT THE WORK: Contractor shall coordinate with Owner's registered Civil Engineer or Land Surveyor to layout the Work and set grades, lines, levels, and positions throughout the site. Before beginning the Work, locate all general reference points, establish monuments, and take action as necessary to prevent their destruction; then layout lines, elevations, and measurements for the entire Work including buildings, on the Drawings and accept responsibility for all errors resulting from failure to so verify. Establish permanent monuments on curbs, manholes, or pavements, or with concrete embedded steel pipe with lead plug and brass nail, as approved. END OF SECTION CITY OF VERNON—Tenant Improvement Regulatory Requirements City Attorney&Administration Offices 01060 - 1 Vernon, California SECTION 01060 REGULATORY REQUIREMENTS PART 1 - GENERAL 1.01 DESCRIPTION: This Section covers general requirements for codes and standards pertaining to the Work and is supplementary to the codes and standards mentioned or referenced elsewhere in the Contract Documents. 1.02 CODES AND STANDARDS: A. Requirements of Regulatory Agencies: All pertaining statutes, ordinances, laws, rules, codes, regulations, standards, and lawful orders of public authorities having jurisdiction of the Work of this Contract are hereby incorporated into the Contract Documents the same as if repeated in full herein and are intended wherever reference is made in either the singular or plural to Code or Building Code except as otherwise specified, including, but not limited to, those in the following listing. Contractor shall make available at the site such copies of the listed documents applicable to the Work as Architect or Owner may request, including mentioned portions of the California Code of Regulations (CCR). 1. 2010 California Building Code. 2. Title 8 CCR, Industrial Relations, including Chapter 4, Div. of Industrial Safety, Safety Orders (CAL/OSHA). 3. Title 19 CCR, Public Safety. 4. Title 22 CCR, Social Security. 5. Title 24 CCR, Building Standards 6. 2010 California Mechanical Code. 7. 2010 California Plumbing Code. 8. 2010 California Fire Code. 9. 2010 California Electrical Code. 10. Current Edition of California Green Building Standards (CALGreen) 11. Americans with Disabilities Act(ADA) 12. UL Fire Resistant Directory—Volumes 1 and 2 13. National Fire Protection Association- latest edition. 14. State and Local Public Health Codes - latest edition. 15. All other laws, regulations, rules, orders, codes, and ordinances specified in other Sections of these Specifications or bearing on the Work. END OF SECTION CITY OF VERNON—Tenant Improvement Abbreviations City Attorney&Administration Offices 01070 - 1 Vernon, California SECTION 01070 ABBREVIATIONS PART 1 - GENERAL 1.01 DESCRIPTION: This Section covers abbreviations for the documents mentioned or referenced elsewhere in the Contract Documents, and language abbreviations used in the text of the Specifications. Abbreviations in Drawings and Specifications shall be interpreted according to recognized and well-known technical, industry, or trade meanings. 1.02 TRADE ABBREVIATIONS include but are not limited to the following: AA Aluminum Association AABC Associated Air Balance Council AAMA Architectural Aluminum Manufacturers Association AASHTO American Association of State Highway and Traffic Officials ACI American Concrete Institute ADC Air Diffusion Council AEIC Association of Edison Illuminating Companies AFBMA Anti-Friction Bearing Manufacturers Association AFI Air Filter Institute AGA American Gas Association AGMA American Gear Manufacturers Association AIA American Institute of Architects AIMA Acoustical and Insulating Materials Association AISC American Institute of Steel Construction, Inc. AISI American Iron and Steel Institute AMCA Air Moving and Conditioning Association, Inc. ANSI American National Standards Institute ARI Air Conditioning and Refrigeration Institute ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineers ASME American Society of Mechanical Engineers ASSE American Society of Sanitary Engineers ASTM American Society for Testing and Materials AWPA American Wood Preservers Association AWPB American Wood Preservers Bureau AWPI American Wood Preservers Institute AWS American Welding Society AWWA American Water Works Association CALGreen California Green Building Standard CBC California Building Code CBM Certified Ballast Manufacturers CCR California Code of Regulations CITY OF VERNON—Tenant Improvement Abbreviations City Attorney&Administration Offices 01070 -2 Vernon, California CDA Copper Development Association CGA Compressed Gas Association CISPI Cast-Iron Soil Pipe Institute CS Commercial Standard, US Department of Commerce CTI Cooling Tower Institute DEMA Diesel Engine Manufacturers Association DOD- Department of Defense (leading symbol) EIA Electronic Industries Association ETL Electrical Testing Laboratories FAA Federal Aviation Administration FCC Federal Communications Commission Fed Spec Federal Specification or Standard FIA Factory Insurance Association FM Factory Mutual HI Hydraulic Institute IEEE Institute of Electrical and Electronic Engineers IES Illuminating Engineering Society IPCEA Insulated Power Cable Engineers Association ISO International Standards Organization MIL Military Specification or Standard(leading symbol) MSS Manufacturers Standardization Society NAAMM National Association of Architectural Metal Manufacturers NAFM National Association of Fan Manufacturers NBS National Bureau of Standards NEBB National Environmental Balancing Bureau NEC National Electrical Code NEMA National Electrical Manufacturers Association NFC National Fire Code NFPA National Fire Protection Association NSF National Sanitation Foundation NWWDA National Wood Window and Door Association OSA Office of the State Architect PDI Plumbing and Drainage Institute PS Product Standard, US Department of Commerce REA Rural Electrification Administration RIS Redwood Inspection Service SAE Society of Automotive Engineers SDI Steel Door Institute SFM State Fire Marshal SMACNA Sheet Metal and Air Conditioning Contractors National Association SSPC Steel Structures Painting Council UL Underwriters' Laboratories, Inc. VOC Volatile Organic Compounds WCLIB West Coast Lumber Inspection Bureau WI Woodwork Institute CITY OF VERNON—Tenant Improvement Abbreviations City Attorney&Administration Offices 01070 - 3 Vernon, California WWPA Western Wood Products Association 1.03 TEXT ABBREVIATIONS include but are not limited to the following: AMP or amp Ampere CFM or cfm Cubic feet per minute FPM or fpm Feet per minute FPS or fps Feet per second GPM or gpm Gallons per minute Kip or kip Thousand pounds Ksi or ksi Thousand pounds per square inch Ksf or ksf Thousand pounds per square foot KV or kv Kilovolt KVA or kva Kilovolt amperes KW or kw Kilowatt KWH or kwh Kilowatt hour LF or if Linear foot MPH or mph Miles per hour PCF or pcf Pounds per cubic foot PSF or psf Pounds per square foot PSI or psi Pounds per square inch SF or sf Square foot SY or sy Square yard PART 2 - PRODUCTS (Not applicable to this Section) PART 3 -EXECUTION (Not applicable to this Section) END OF SECTION CITY OF VERNON—Tenant Improvement Reference Standards City Attorney&Administration Offices 01090 - 1 Vernon, California SECTION 01090 REFERENCE STANDARDS PART 1 - GENERAL 1.01 DESCRIPTION: This Section covers the general requirements for reference standards pertaining to the Work and is supplementary to the reference standards mentioned or referenced elsewhere in the Contract Documents. 1.02 REFERENCE AND STANDARD TYPE SPECIFICATIONS: Specifying by reference to reference and standard type specification documents or to another portion of the Contract Documents shall be the same as if the referenced document or portion referred to were exactly repeated at the place where reference is made. In case of conflict between the requirements of regulatory agencies and the referenced reference and standard type specification documents, Contractor shall conform to the most restrictive requirement if such conformance is legal. The reference or standard type specification documents shall be the current issue at the time the Construction Documents Phase, defined in Owner-Architect Agreement, is completed unless otherwise specified. If requested by client Contractor shall make available such copies of the reference or standard type specification documents as Architect and/or Owner may request. END OF SECTION CITY OF VERNON—Tenant Improvement Project Meetings City Attorney&Administration Offices 01200 - 1 Vernon, California SECTION 01200 PROJECT MEETINGS PART 1 - GENERAL 1.01 DESCRIPTION: This Section covers general requirements for project meetings. PART 2 - PRODUCTS (Not Applicable to This Section) PART 3 -EXECUTION 3.01 PROJECT MEETINGS: A. Attendees: Unless otherwise specified or required by Owner, all meetings shall be attended by Owner, Architect, Construction Manager, Contractor, and the Contractor's Superintendent. Subcontractors may attend the meetings when involved in matters to be discussed or resolved but only when requested by the Owner, Architect, or Contractor. B. Meeting Records: The Contractor will record minutes of each meeting and furnish copies within 7 days to the Owner, Architect, and other attendees. Unless written objection to the contents of such meeting minutes is received by Author within 10 days after presentation, it will be understood and agreed that the minutes are a true and complete record of the meeting. C. Meeting Schedule: Dates, times, and locations for the various meetings shall be agreed upon and recorded at preconstruction conference. Thereafter, changes to schedule shall be agreed between Owner and Contractor, with appropriate written notice to all parties involved. 3.02 PRECONSTRUCTION CONFERENCE: A. General: Prior to issuance of Notice to Proceed, a pre-construction conference shall be held at location, date, and time designated by the Owner. In addition to attendees named herein, the meeting shall be attended by representatives of regulatory agencies having jurisdiction, if required, and such other persons the Owner may designate. B. Agenda: Matters to be discussed or resolved and instructions and information to be furnished to or given by Contractor at pre-construction conference include: 1. Schedule of progress meetings. 2. Progress schedule and schedule of values submitted by Contractor. 3. Communication procedures between the parties. 4. Names and titles of all persons authorized by Contractor to represent and execute documents for him, with samples of all authorized signatures. CITY OF VERNON—Tenant Improvement Project Meetings City Attorney&Administration Offices 01200 -2 Vernon, California 5. The names, addresses, and telephone numbers of all those authorized by the Contractor to act for him in emergencies. 6. Construction permit requirements, procedures, and posting. 7. Public notice of starting Work. 8. Forms and procedures for Contractor's submittals. 9. Change Order forms and procedures. 10. Payment application forms and procedures and the revised progress schedule reports to accompany the applications. 11. Contractor's designation of his organization's accident prevention member and his qualifications if other than the Superintendent. 12. Contractor's provisions for barricades, traffic control, utilities, sanitary facilities, and other temporary facilities and controls. 13. Consultants and professionals employed by Owner and their duties. 14. Construction surveyor and initiation of surveying services. 15. Testing Laboratory or Agency, and testing procedures. 16. Procedures for payroll and labor cost reporting by the Contractor. 17. Procedures to ensure nondiscrimination in employment on and for the Work. 18. Warranties and guarantees. 19. Other administrative and general matters as needed. 3.03 CONSTRUCTION PROGRESS MEETINGS: Progress meetings shall be held according to the agreed schedule. All matters bearing on progress and performance of the Work since preceding progress meeting shall be discussed and resolved including, without limitation, any previously unresolved matters, deficiencies in the Work or the methods being employed for the Work, and problems, difficulties, or delays which may be encountered. 3.04 SPECIAL MEETINGS: On appropriate notice to other parties, special meetings may be called by the Owner, Construction Manager, Architect, or Contractor. Special meetings will be held where and when designated by the Owner. 3.05 POSTCONSTRUCTION CONFERENCE: A post-construction conference shall be held prior to final inspection of the Work to discuss and resolve all unsettled matters. Bonds and insurance to remain in force, and the other documents required to be submitted by the Contractor will be reviewed and any deficiencies determined. Schedule and procedures for final inspection and for correction of defects and deficiencies shall be agreed. END OF SECTION CITY OF VERNON—Tenant Improvement Submittals City Attorney&Administration Offices 01300 - 1 Vernon, California SECTION 01300 SUBMITTALS PART 1 - GENERAL 1.01 DESCRIPTION: This Section covers the general requirements and procedures for submittals. A. Submittal Requirements In This Section: 1. Schedule of submittals and transmittals. 2. Deviations. 3. Contractor's review and approval. 4. Corrections and resubmittals. 5. Review and approval. 6. Shop Drawings, Samples, and Product and Equipment Data. 7. Manufacturers' instructions. 8. Materials furnished under standard specifications. 9. Certificates. B. Submittal Requirements Not In This Section: 1. Performance and payment bonds, insurance - Conditions of the Contract. 2. Record Drawings, manuals, and maintenance materials - Section 01700. 3. Warranties and guarantees - Section 01740. 1.02 GENERAL SUBMITTAL REQUIREMENTS: Submit to the Architect all submittals required herein, under other Sections, or by Modifications except as otherwise indicated, specified, or directed. Submittals shall be correctly prepared, identified, and transmitted as specified herein or as otherwise directed. Prepare submittals according to the requirements herein and as may be specified in other Sections. A. Conformance: Do not purchase or commence any Work covered by a submittal until the pertaining submittal is approved. Work shall conform to approved submittals and all other requirements of Contract Documents unless revised by Modification, in which case submit revised submittals as directed or required at no extra cost to the Owner. Do not start related Work affected by Work covered in submittals until applicable submittals are approved, especially where machinery, equipment, piping, conduit, and required arrangements and clearances are involved. B. Schedule of Submittals: The Progress Schedule submitted by the Contractor shall include an itemized listing of all required submittals with a scheduled date for each submittal, submittal time and review time by the Architect and various CITY OF VERNON—Tenant Improvement Submittals City Attorney&Administration Offices 01300 -2 Vernon, California Consultants shall be 15 days. Contractor shall consult with Architect regarding major and/or large submittals and time periods required by the Architect for the reviews prior to preparation of the Progress Schedule. Extension of the Contract Time will not be granted because of the Contractor's failure to make timely and correctly prepared and transmitted submittals with an adequate and approved time allowance for the checking and review periods. C. Transmittals: Deliver submittals (Both paper and Electronic version) with a dated and sequence numbered transmittal letter typed on Contractor's letterhead, noted as to the initial or resubmittal status, and describing the submittal contents. Submittals are not acceptable directly from Subcontractors, suppliers, or manufacturers. In each transmittal state the Drawing numbers and Specification Section, Articles, and Paragraphs to which the submittal pertains and identify accompanying data, catalogs, drawings, sketches, and brochures in the same manner. D. Deviations: Notify the Architect in the transmittals of all deviations from the requirements of the Contract Documents. Fully describe each deviation and all other changes required to correlate the Work including the related Work. State in writing all variations in costs caused by each deviation and the Contractor's assumption of costs for the deviation and of all related costs if any deviation is approved. E. Contractor's Review and Approval: Transmit each submittal (Both paper and Electronic version). Every submittal upon which proper execution of the Work is dependent shall bear the Contractor's review and approval stamp, dated and signed by Contractor in every case, certifying that Contractor(a) has reviewed, checked, and approved the submittal and has coordinated the submittal contents with requirements of the Work and Contract Documents including related Work, (b) determined and verified quantities, field measurements, construction criteria, materials, equipment, catalog numbers and identifications, and similar data, or will do so, and(c) states that Work illustrated or described in the submittal is recommended by Contractor and that Contractor's warranty will fully apply thereto. The Architect assumes the Construction Team has done all the above and signed the submittal as certification that the proceeding has been undertaken by the Construction Team. Architect will return, unreviewed submittals not meeting this criteria. F. Corrections and Resubmittals: Contractor shall make corrections required by the Architect, resubmit corrected submittals until they are approved, shall direct specific attention in writing to all revisions other than corrections called for on previous submittals, and shall state in writing all changes in costs for such revisions and assumption of all costs for revisions and related changes the same as is required for deviations in Paragraph "Deviations". CITY OF VERNON—Tenant Improvement Submittals City Attorney&Administration Offices 01300 - 3 Vernon, California G. Check of Returned Submittals: Contractor shall check and review the submittals returned for correction and ascertain whether the required corrections result in extra cost above that included in the Contract, and shall give written notice to the Architect within 5 working days if, in the Contractor's opinion, extra costs result from corrections. The Contractor's failure to give such written notice or the starting of any Work covered by a returned submittal constitutes a waiver by the Contractor of claims for extra costs resulting from required corrections. H. Review Of Submittals By The Architect: Submittals (Both paper and Electronic version) will be reviewed with reasonable promptness (see 1.02B),but only for conformance with the design concept of the Project and with the information indicated on the Drawings and stated in the Specifications. Review of a separate item as such will not indicate review of the assembly in which the item functions. Review of submittals shall not relieve the Contractor of responsibility for any deviation from the requirements of the Contract Documents or for any revision in resubmittals unless Contractor has given written notice of such deviation or revision at the time of submission or resubmission and written review has been given to the specific deviation or revision, nor shall review relieve the Contractor of responsibility for errors or omissions in the submittals or for the accuracy of dimensions and quantities, the adequacy of connections, and the proper and acceptable fitting, execution, functioning, and completion of the Work. I. Incomplete Or Inadequate Submittals, including those not correctly transmitted, titled, and identified, or not bearing Contractor's review and approval stamp, will be returned to the Contractor without review. Complete to describe all proposed Work, such as shop drawings, glass requirements, calking and etc. J. Interrelated Submittals: Except where the preparation of submittal information is dependent upon the approval of any prior submittal, all submittals pertaining to the same class or portion of the Work shall be submitted simultaneously. K. Expense: All cost for the preparation, correction, delivery, and return of the submittals shall be borne by Contractor. PART 2 - PRODUCTS (Not Applicable) PART 3 -EXECUTION 3.01 SHOP DRAWINGS: Prepare each submittal complete including all dimensions, design criteria, materials, connections, bases, foundations, anchors, and the like, and further including such technical and performance data as is necessary to confirm the information in the Shop Drawings. Prepare Shop Drawings (Both paper and Electronic CITY OF VERNON—Tenant Improvement Submittals City Attorney&Administration Offices 01300 -4 Vernon, California version) of same size as the Drawings or 8-1/2" by I I" suitable for reproduction. Copies of the Contract Drawings marked to show Shop Drawing information are not acceptable. Each Shop Drawing shall have an adequate title block showing the following identification: Name and address of the Work. Name and address of the Contractor. Name and address of the Subcontractor, Subsubcontractor, manufacturer, supplier, or distributor, as applicable. Name and address of the Architect. Date, scale of drawings, and identification number. Contractor's review and approval stamp, dated and signed. A. Initial and Resubmittals: Submit Submittals and Shop Drawings (Both paper and Electronic version) in sets consisting of(4) four sets. B. Correction and Review of Shop Drawings: The Architect will mark corrections, notations, or no exceptions taken and return one original to the Contractor. Resubmit in same manner if Shop Drawings are returned with exceptions noted. C. Final Distribution: Furnish and distribute prints of review Shop Drawings (Both paper and Electronic version) as required for performance of the Work. 3.02 SAMPLES: Unless otherwise specified, each submittal shall include not less than two complete sets of Samples. One set of approved Samples and all disapproved Samples will be returned to Contractor. Samples of value retained by Architect will be returned to Contractor after completion of the Work if the Contractor's first transmittal for the Sample requests its return. Approved Samples of items returned to Contractor may be installed in the Work if the location is recorded and the Samples bear temporary identification as such. 3.03 PRODUCT AND EQUIPMENT DATA SUBMITTALS: Deliver(Both paper version and electronic version) A. Product Data shall include materials lists, catalogs,brochures, performance and technical data, service history, characteristics, and like information to fully describe the products covered by the submittal. 1. Submittal Preparation. Bind submittal copies with sturdy labeled covers and include a typed index listing the contents. Loose or unbound submittals will be returned unreviewed. For each item listed, include the manufacturer's name and address, the trade or brand name, all conditions of manufacturer's guarantee and warranty, information to fully describe each item, and supplementary information as may be required for CITY OF VERNON—Tenant Improvement Submittals City Attorney&Administration Offices 01300 - 5 Vernon, California approval. Mark cuts, brochures, and data to indicate the items proposed and the intended use. 2. Product Data Submittals. Unless otherwise specified, every submittal shall include four bound copies. One copy will be returned to the Contractor marked to show the required corrections or approval. If corrections are required, the final submittal shall include four bound corrected copies. B. Equipment Data: Submit complete technical,performance, and catalog information for every item of mechanical and electrical equipment and machinery proposed for installation in the Work, Deliver(Both paper version and electronic version)bound, indexed, and containing information and data as required in Paragraph "Product Data" above. Include information on performance and operating curves, ratings, capacities, characteristics, power efficiencies, manufacturers' standard guarantees and warranties with the terms and conditions fully described, and all other information to fully illustrate and describe the items as may be specified or required for approval. Submit in sets which cover complete systems or functioning units. Unless otherwise specified, submittals shall be as specified in Subparagraph "Product Data Submittals". If applicable, incorporate the equipment data into and submit with the manuals specified under Section 01700. 3.04 MANUFACTURERS' INSTRUCTIONS: Submit manufacturers' installation instructions and directions for materials specified to be installed in accordance with such instructions to demonstrate the adequacy of the instructions. Furnish copies to all trades involved in(Both paper version and electronic version). 3.05 MATERIALS FURNISHED UNDER STANDARD SPECIFICATIONS: For materials specified by reference to standard or reference type specifications, prepare and submit for approval a list of such materials by manufacturer's names and identifications to the extent requested by the Architect or Owner. 3.06 CERTIFICATES: Deliver(Both paper version and electronic version) all certificates to Architect. Each certificate required under the Contract Documents shall be signed by the individual, officer, or the agent lawfully authorized to execute the certificate, and such authority shall be cited in the certificate by title, description, or other acceptable evidence. All certificates shall be sworn and notarized as to the correctness and validity of the contents, and copies shall be notarized to be true copies. END OF SECTION CITY OF VERNON—Tenant Improvement CALGreen Requirements City Attorney&Administration Offices 01351 - 1 Vernon, California SECTION 01351 CALGREEN REQUIREMENTS PART 1 —GENERAL 1.01 SUMMARY A. This section includes procedures and requirements pertaining to CALGreen. The Contractor shall: 1. Deliver a finished Work Product that conforms to the CALGreen processes and requirements outlined in this section. 2. Prepare CALGreen documentation and submittals as described in this Section. B. CALGreen Overview 1. The California Green Building Standards (CALGreen) contains Chapter 1 thur 8 plus Appendix A4 (residential) and appendix (non-residential) 2. Chapter 4 of CalGreen is the residential requirements for this project 3. A CALGreen sheet will be inserted into the submitted project plans for approval from the City 4. The CALGreen Code Chapter 4 is divided in 5 sections a. Planning and Design section is for the design and development methods that include environmental responsible site selection and building design b. Energy Efficiency section requires all projects to comply with the current California Energy Commission requirements c. Water Efficiency and Conservation section provide mean and methods to achieve a 20% indoor water savings. d. Material Conservation and Resource Efficiency section addresses waste diversion, exterior moisture management, and building maintenance and operation manual. e. Environmental Quality section addresses interior air quality thru limiting VOC's, formaldehyde and moisture content of materials. 1.02 DEFINITIONS A. Regionally Manufactured Materials: Materials that have been extracted, harvested, or recovered, as well as manufactured within a radius of 500 miles (800 km) from the Project location. Recycled materials may be included in this definition if the location of the material being recycled exists within 500 miles of both the manufacturing and project site. Manufacturing refers to the final assembly of components into the building product that is installed at the Project site. CITY OF VERNON—Tenant Improvement CALGreen Requirements City Attorney&Administration Offices 01351 -2 Vernon, California B. Recycled Content: Use materials, equivalent in performance to virgin materials, with; postconsumer or preconsumer recycled content value (RCV) for a minimum of 10% of the total value, based on estimated cost of materials on the project. Provide documentation as to the respective values. C. Post-Consumer Material: Waste material generated by households or by commercial, industrial, and institutional facilities in their role as end-users of the product, which can no longer be used for its intended purpose. D. Pre-Consumer Material: Material derived from the waste stream during the manufacturing process. Excluded is reutilization of materials such as rework, regrind, or scrap generated in a process and capable of being reclaimed within the same process that generated it. 1. Spills and scraps from the original manufacturing process that are combined with other constituents after a minimal amount of reprocessing for use in further production of the same product are not recycled materials. 2. Discarded materials from one manufacturing process that are used as constituents in another manufacturing process are pre-consumer recycled materials. 1.03 REQUIREMENTS A. Preconstruction CALGreen Coordination Meeting 1. After award of Contract and prior to the commencement of the Work, Contractor shall schedule and conduct a meeting with the Owner, Architect and CALGreen coordinator to review the project requirements, submittal process, and CALGreen documentation schedule. 1.04 SUBMITTALS A. Review of Normal Project Submittals 1. The following submittals shall be electronically routed to the CALGreen Consultant for review. a. Adhesives for architectural specialty and substrate application b. Paints, coatings and any architectural coatings C. Carpet pad and adhesive d. Composite wood that are not exempted by the Code B. CALGreen Documentation Submittals 1. Please follow all verification and submittal guidelines, documents, and project approved plans a. Submitted project plans shall have a CALGreen page or pages CITY OF VERNON—Tenant Improvement CALGreen Requirements City Attorney&Administration Offices 01351 - 3 Vernon, California 2. CALGreen page or pages shall identify a. CALGreen mandatory requirements END OF SECTION TABLE 4.504.1 ADHESIVE VOC LIMIT'S Less Water and Less Exempt Compounds in Grarns per Liter ARCHITECTURAL APPLICATIONS CURRENT VOC L1F,1IT Indoor c arWt adhesives 50 Carpet pad adhesives 50 Outdoor c arpei adhesives 150 Wood flooring adhesive 100 Rubber floor adhesives 60 Subfloor adhesives 50 Ceramic the adhesives 65 VC'T and as halt the adhesives 50 E rwall andpane]. adhesives 50 Cove base adhesives 50 Multipurpose construction wffie.sives 70 Structural 4azing adhesives 100 Single-ply roof me mbrane adhesives 250 Other adhesives not specifically listed 50 SPECIALTY APPLICATIONS P'VC welding 510 CFVC welding 490 ABS welding 325 Plastic cement welding 250 Adhesive rimer for plastic 550 Contact adhesive 80 ecial purpose.contact adhesive 21so Structural wood member adhesive 140 Top and trim adhesive ?so SUBSTRATE SPECIFIC APPLICATIONS Metal to metal 30 Plastic foams s0 Porous material(except wood) 50 Wood 30 Fiberglass 80 J.. If an adhesive is used to bond dissimilar substrates together, the adhesive with the highest VOC content shall be allowed. 1 For additional information regarding methods to measure the VOC content specified in this table, see South Coast Air Quality Management District Rule 1168, FOR REFERENCE STANDARD For CALGreen Requirements TA BLE 4.604.2 SEALANT VOC LIMIT Less Water aiid Less Exennpt t`.am pound s in Grams per Lit-r SEALANTS CUP ENTVOC LIMIT Architectural 250 Marine deck 760 onnxembrane roof 300 Roadway 'i0 Single-ply roof inentbmne 450 Other 42.0 SEALANT PRIMERS Architectural Nonporom k�0 Porous 775 Modified bituminous 500 Marine deck 760 Other 750 All installed carpet systems shall comply with the following: 4.504.3 Carpet systenis. All carpet installed in the budding Intefior shall meet the testing and product requirienlent5 of oae of ttie following: 1. Cafpet and Rug Institute's Gmen Label P1U-, Program. . Califofnia Department of Public Health Standard Prac- tice for the testing of VOCs (Specification 01350). 3. NSFIANSI 140 at the Gold level. 4. Scientific Certifications Systems Iadoof AdvantageTm Gold. FOR REFERENCE STANDARD For CALGreen Requirements TABLE 4.604.3 VOC C ONTE NT LI M ITS FOR ARCHITECTURAL CDATING92-s Grams cf VOC per Liter of Coating_ tees Water and Less ExemptCompaunds EFFECTIVE EFFECTIVE COATING CATEGORY 1111T010 1 1 2012 Flat coatLap So Nonfat Coatio 100 Nonflat:i h gJos coatings J!�1 w erialhv Cauiio hluminum roof coatings 4[•1 Basemeat SpKiaLty coati 4C4 Bituminous roof coatings 50 Bituminous roof rimers 350 Band breakxm 350 17ao "curio cam nds 350 17aorro6efn nry s Aers 100 licive-ay sealers 50 Dry fcS coatings 150 Faux flaiabjug,coakngs 350 Fire resinti• coati 350 FLc coafiogy 100 Rxm�hone compouoda 2SO 13 hic arts coadn (sign paintsi 5W HLAb tam peraturt coatings 420 Indus7iaL mainteoaoce coatings 250 Low solidF Coat] 120 rd-,clxzite Cemeot ccaficy 450 M.LiC teXbJMCCafi0V 100 Kf,eUllir pigmaobid coating; 5W Kf ulticolor coafingF 250 f:revatment wasb pdmtrs 420 Primers,seaLers.and uoderccabur 100 P. Iive peoebmfiogscalem 350 P�yckd CoatiogF 250 PmoEcoaliosz So Rust rexaowis•e coatings dW She]" Clear 730 Opique 550 S cLiky pci1 m,sealemaod undercoaters 350 I• Slains 2SO Slone coosolidaotF 49] Sw1mrcdcut pool.ccaficigs3M rraf&marlrio coakn 100 rubaod rtLe refioish coatings 420 Waterproofing membmoeF 250 Wocd coaliogs 275 Wood preservativeF 3so TJinc-rich primers 3M 1. CT=of VDC per liter of coating.Including water and Lncluding ownpt campouods. 2. The specLfiedbar tsrernaioio effect unlessrewdsedbaiitsare Bated insubse- quest coLumw In the table. 3. 'hWues i❑this table no derived km lhosn specified by the C ubfcrnia Air Resources Board- Architectural Coatioss Suggested Control Measure_ February 1,2=. More Lnformatba is awBIbble from the Air Resources Board. FOR REFERENCE STANDARD For CALGreen Requirements TABLE 4.604.6 FORMALDEHYDE LINITS' kiaxiintiin FornnaIdehydf? Emissiorts in Parts per Million CURRENT JANUARY 1, JULY 1, PRODUCT LINUT 2012 2012 Hardwood plywood veneer core 0-05 Hardwood plywood coin osim core 0.03 11 11_. Particleboard 0.09 Medium density fiberboard 0.11 Thin mecEum density fiberboard 0.21 13 1. Values in this table are derived from those specified by the California.Air Resources Board, Air Toxics Control Measure for Composite Wood as tested in accordancewith ASTM E 1333-4,6(2002).For additional informa- tion,see California Cade of Regulations,Title 17, Sections 93120through 93120AI 2 Thin medium density fiberboard has a maximum thickness of S millime- ters. FOR REFERENCE STANDARD For CALGreen Requirements CITY OF VERNON—Tenant Improvement Construction Waste Management City Attorney&Administration Offices 01352 - 1 Vernon, California SECTION 01352 CONSTRUCTION WASTE MANAGEMENT PART 1 —GENERAL 1.01 GENERAL DESCRIPTION: A. Drawings and general provisions of the Contract, including other Division 01 Specification Sections, apply to this Section. 1.02 SUMMARY A. This section includes special requirements for waste management during deconstruction construction operations. 1. Protect the environment, both on-site and off-site, during deconstruction and construction operations. 2. Prevent environmental pollution and damage. 3. Maximize source reduction, reuse, and recycling of solid waste. B. This section includes procedures and requirements pertaining to the City of Vernon and CALGreen Code. The Contractor shall: 1. Deliver a finished Work Product that conforms to the requirements of CALGreen and the City of Vernon outlined in this section. 2. Prepare documentation and submittals as described in this Section. 3. A waste management plan must be submitted to the Engineering staff for approval at the time a permit is issued. Refer to City web site to obtain waste assessment(PDF) forms to meet the City waste diversion program. Refer to City's web site to review ordinance for waste management and all policies and procedures associated and applicable for this project. C. CALGreen Overview 1. The following overview information for CALGreen. a. CALGreen is a code compliance process b. CALGreen is divided into five sections. Each section identifies specific requirements that will require verification as part of the building final. 2. Verification will be achieved using various documents formatted for each particular requirement. CITY OF VERNON—Tenant Improvement Construction Waste Management City Attorney&Administration Offices 01352 -2 Vernon, California 1.03 RELATED SECTIONS A. Section 01351 —CALGreen Requirements B. Section 01300 - Submittals 1.04 DEFINITIONS A. Definitions pertaining to sustainable development: As defined in ASTM E2114 (Standard Terminology for Sustainability Relative to the Performance of Buildings). B. Environmental pollution and damage: The presence of chemical,physical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances; or degrade the utility of the environment for aesthetic, cultural, or historical purposes. C. Solid Waste: Garbage, debris, sludge, or other discharged material (except hazardous waste) including solid, liquid, semisolid, or contained gaseous materials resulting from domestic, industrial, commercial, mining, or agricultural operations. Material not regulated as solid waste are: nuclear source or byproduct materials regulated under the Federal Atomic Energy Act of 1954 as amended; suspended or dissolved materials in domestic sewage effluent or irrigation return flows, or other regulated point source discharges; regulated air emissions; and fluids or wastes associated with natural gas or crude oil exploration or production. D. Debris: Non-hazardous solid material generated during the construction, demolition, or renovation of a structure and which exceeds 60 mm 2.5 inch particle size that is: a manufactured object; plant or animal matter; or natural geologic material (e.g. cobbles and boulders). A mixture of debris and other material such as soil or sludge is also subject to regulation as debris if the mixture is comprised primarily of debris by volume,based on visual inspection. E. Garbage: Refuse and scraps resulting from preparation, cooking, dispensing, and consumption of food. F. Hazardous Waste: Hazardous waste as defined in 40 CFR 261 or as defined by applicable State and local regulations. G. Hazardous Materials: Any material that is regulated as a hazardous material in accordance with 49 CFR 173, requires a Material Safety Data Sheet(MSDS) in accordance with 29 CFR 1910.1200, or which during end use, treatment, handling, storage, transportation or disposal meets or has components which meet or have the potential to meet the definition of a Hazardous Waste in accordance with 40 CFR 261. Throughout this specification, hazardous material includes hazardous chemicals. CITY OF VERNON—Tenant Improvement Construction Waste Management City Attorney&Administration Offices 01352 - 3 Vernon, California 1.05 QUALITY ASSURANCE A. Maximize use of source reduction and recycling procedures outlined in ASTM D5834 (Standard Guide for Source Reduction Reuse, Recycling, and Disposal of Solid and Corrugated Fiberboard). B. Diversion Goals: A minimum 50 percent by weight of total project solid waste to be diverted from landfill. 1.06 PRECONSTRUCTION MEETING A. After award of Contract and prior to the commencement of the Work, schedule and conduct meeting with Owner and Architect to discuss the proposed Waste Management Plan and to develop mutual understanding relative to details of environmental protection. 1.07 REQUIREMENTS A. CALGreen Requirements Contractors and sub contractors shall comply with the City of Vernon waste diversion ordinance and the CALGreen requirements 1.08 SUBMITTALS A. Solid Waste Management Plan: Not less than 10 days before the Pre- construction meeting, prepare and submit a Solid Waste Management Plan including, but not limited to, the following: 1. List of the recycling facilities, reuse facilities, municipal solid waste landfills and other disposal area(s)to be used. Include: a. Name, location, and phone number. b. Copy of permit or license for each facility. 1. Identify materials that cannot be recycled or reused. Provide explanation or justification. 2. Revise and resubmit Plan as required by Owner. a. Approval of Contractor's Plan will not relieve the Contractor of responsibility for compliance with applicable environmental regulations. B. Progress Documentation: Document solid waste disposal and diversion. Include the quantity by weight of waste generated; waste diverted through sale, reuse, or recycling; and waste disposed by landfill or incineration. Identify landfills, recycling centers, waste processors, and other organizations that process or receive the solid waste. 1. Document on form in Appendix A of this Section, or similar form as approved by Owner. CITY OF VERNON—Tenant Improvement Construction Waste Management City Attorney&Administration Offices 01352 -4 Vernon, California 2. With each Application for Payment, submit updated Documentation for solid waste disposal and diversion. 3. With each Application for Payment, submit manifests, weight tickets, receipts, and invoices specifically identifying the Project and waste material. C. Record Submittals: 1. Summary of solid waste disposal and diversion. Submit on form in Appendix A of this Section, or similar form as approved by Owner. D. CALGreen Documentation Submittals 1. Waste diversion documents shall be completed and presented to the City of Vernon Environmental Services Manager for review. 2. Complying with the City of Vernon waste diversion ordinance will meet the requirements of CALGreen 3. At the conclusion of the project and after receiving approval from the City of Vernon for waste diversion, submit documents to Commissioning Coordinator showing compliance with local ordinances PART 2 - PRODUCTS -Not Used - PART 3 —EXECUTION 3.01 SOLID WASTE MANAGEMENT A. Develop and implement a waste management program in accordance with ASTM E1609 (Standard Guide for Development and Implementation of a Pollution Prevention Program) and as specified herein. B. Collection: Implement a recycling/reuse program that includes separate collection of waste materials of the following types as appropriate to the project waste and to the available recycling and reuse programs in the project area: 1. Land clearing debris. 2. Asphalt. 3. Concrete. 4. Metal. a. Ferrous. b. Non-ferrous. 5. Wood, nails and staples allowed. 6. Brick/ Stobe Veneer. CITY OF VERNON—Tenant Improvement Construction Waste Management City Attorney&Administration Offices 01352 - 5 Vernon, California 7. Acoustic Tile. 8. Debris. 9. Glass, colored glass allowed. 10. Paper. a. Bond. b. Newsprint. C. Cardboard and paper packaging materials. 11. Plastic. a. Type 1: Polyethylene Terephthalate (PET, PETE). b. Type 2: High Density Polyethylene (HDPE). C. Type 3: Vinyl (Polyvinyl Chloride or PVC). d. Type 4: Low Density Polyethylene (LDPE). e. Type 5: Polypropylene (PP). f. Type 6: Polystyrene (PS). g. Type 7: Other. Use of this code indicates that the package in question is made with a resin other than the six listed above, or is made of more than one resin listed above, and used in a multi-layer combination. 12. Gypsum. 13. Paint and paint cans. 14. Carpet. 15. Insulation. 16. Others as appropriate. C. Recycling/Reuse: Maximize recycling and reuse of materials. 1. Recycling/Reuse on project site: Coordinate with Architect. 2. Recycling/Reuse off project site: The following is a partial list for Contractor's information only. For more information, contact the State Department of Environmental Quality and the local Integrated Solid Waste Management Office. a. Habitat for Humanity, a non-profit housing organization that rehabilitates and builds housing for low-income families. Sites requiring donated materials vary. Contact the national hotline (800) HABITAT. a. California Association for Recycling, a non-profit organization, provides environmental directories and resources. D. Handling: 1. Clean materials that are contaminated prior to placing in collection containers. Deliver materials free of dirt, adhesives, solvents,petroleum contamination, and other substances deleterious to recycling process. 2. Arrange for collection by or delivery to the appropriate recycling or reuse facility. 3. Hazardous Waste and Hazardous Materials: Handle in accordance with applicable regulations. CITY OF VERNON—Tenant Improvement Construction Waste Management City Attorney&Administration Offices 01352 - 6 Vernon, California E. Composting: In accordance with State Extension Service recommendations and as follows: 1. Moisture content: Maintain between 35 percent and 60 percent. 2. Carbon to nitrogen(C/N) ratio: Maintain at approximately 30 to 1 by weight. 3. Do not compost meat or dairy products on site. END OF SECTION CITY OF VERNON—Tenant Improvement Construction Waste Management City Attorney&Administration Offices 01352 - 7 Vernon, California Appendix A— Sample Construction Waste Management Plan Waste management for this project will be held at high standards. Our goal is to divert over 50% of the construction waste generated on-site from landfill through recycling. We will accomplish this through on-site separation and sorting. The waste management goals and procedures will be communicated to all sub-contractors and vendors on-site prior to the start of work. Separate bins will be provided for the collection of the following targeted materials: ■ Concrete ■ Wood ■ Metal ■ Cardboard ■ Plastics Materials not fitting into the above categories will be placed in a bin marked for General Waste. GOAL: Recycled materials and general waste will be measured by weight and NOT volume. Each bin that is removed from the job site will be weighed and tallied into a spreadsheet. Upon conclusion of the job, all entries will be totaled. The total weight for recycled materials will be divided by the total weight of all waste removed to obtain the project's final performance rate. FOR REFERENCE STANTARD For CALGreen Requirements CITY OF VERNON—Tenant Improvement Construction Waste Management City Attorney&Administration Offices 01352 - 8 Vernon, California Appendix B—Sample Construction Waste Management Spreadsheet Project Name Address City, State Construction Waste Disposal & Diversion Surnrnary Prepared By: Date: Solid bi c yds) 4 - its Steel 1124M974 KYZ 10 x Mixed waste 1124F1974 City Disposal 10 x Instructions: Enter the type of material,the date of disposal,who it was hauled by,the amount(in either cubic yards or in lbs.),and how it was disposed of. The first 2 lines are filled out as examples and should be deleted. FOR REFERENCE STANTARD For CALGreen Requirements CITY OF VERNON—Tenant Improvement Quality Control City Attorney&Administration Offices 01400 - 1 Vernon, California SECTION 01400 QUALITY CONTROL PART 1 - GENERAL 1.01 DESCRIPTION: This Section covers general requirements for quality control of the Work, including testing and inspection procedures. A. Requirements In This Section: 1. Testing laboratory or agency. 2. Coordination of tests and inspections. 3. Test costs and reports. 4. Inspections, continuous and special. 5. Contractor-furnished assistance. 6. Verification of conditions. B. Requirements Not In This Section: 1. Specific test procedures to be performed in accordance with this Section. 2. Testing of mechanical and electrical work. 3. Testing of materials specified to be tested by other agencies under other Section. 1.02 GENERAL QUALITY CONTROL REQUIREMENTS: A. General Test Requirements: Materials to be furnished under the Contract are subject to testing and inspection for compliance with requirements of Drawings and Specifications. B. Testing Laboratory or Agency shall be the licensed Testing Laboratory or Agency certified as meeting the requirements of ASTM D3666, D3740, E329, E543, and E548 as applicable to the Work and approved by the Owner, and referred to hereafter as the Testing Laboratory. Perform all testing under supervision and control of a California registered professional engineer employed by Testing Laboratory. C. Disqualified Material: Any material shipped or delivered to the site by the Contractor from the source of supply prior to having satisfactorily passed the required testing and inspection, or prior to the receipt of a notice from the CITY OF VERNON—Tenant Improvement Quality Control City Attorney&Administration Offices 01400 -2 Vernon, California Architect that such testing and inspection will not be required, shall not be incorporated in the Work. 1.03 COORDINATION OF TESTS AND INSPECTIONS: Contractor shall initiate and coordinate testing and inspections required by Contract Documents and public authorities having jurisdiction of the Work. A. Notification: Contractor shall notify the Owner a sufficient time in advance of the manufacture of material to be supplied by him which, by requirements of the Contract Documents, must be tested at the source of supply in order that the Owner may arrange for the testing. 1.04 TEST SAMPLES AND PROCEDURES: A. Test Samples: Furnish and deliver Samples of materials to be tested at no extra cost to Owner. Test samples will be selected by the Architect, Inspector, or Testing Laboratory and not by the Contractor. B. Test Procedures: Testing Laboratory shall perform tests according to 2010 CBC and ASTM or other methods of test specified for the various materials under other Sections. If no procedure or test method is specified, testing shall conform to material specification referenced unless otherwise directed by Architect. The Testing Laboratory shall tag, seal, label, record, or otherwise suitably identify the materials for testing and no such materials shall be used in the Work until the test result reports are submitted and approved, excepting only the materials specified to be placed or installed prior to testing. C. Test Repeating: Repeat applicable tests at specified intervals, whenever the source of supply is changed, or whenever the characteristics of the materials change or vary in the opinion of Owner or Architect. 1.05 TEST COSTS: Owner will pay for testing performed by Testing Laboratory except Contractor shall reimburse the Owner for retesting costs caused by failure of materials to pass initial tests. Contractor shall arrange and pay for all other testing. 1.06 TEST REPORTS: Furnish copies of each test result report, signed and certified by the Testing Laboratory supervising engineer, as follows: Copies Owner 1 Architect 1 Structural Engineer (structural test only) 1 Contractor 2 Building Department 1 CITY OF VERNON—Tenant Improvement Quality Control City Attorney&Administration Offices 01400 - 3 Vernon, California 1.07 INSPECTIONS, CONTINUOUS AND SPECIAL: A. Inspections, continuous and special, shall be performed by Registered Deputy or Special Inspectors (hereinafter referred to as the Inspector) as required by the Contract Documents and California Structural Specialty Code. During course of Work under inspection, each Inspector shall submit detailed reports relative to progress and condition of Work including variances from the Contract Documents, and stipulating dates, hours, and locations of the inspections. B. Inspection Costs: Owner will employ Inspector and pay for required continuous and special inspections. C. Owner's Inspector: Owner will furnish inspection of the Work at no cost to the Contractor except as otherwise provided herein and except for those inspections required to be furnished and costs paid for by the Contractor elsewhere in the Contract Documents. Perform and construct all Work under inspection of Owner's Inspector unless waived in writing by Owner in each case or exempted wholly or in part from inspection elsewhere in the Contract Documents. Any Work requiring such inspection that is performed or constructed in the absence of the Owner's Inspector is considered defective and is subject to rejection. The Contractor shall give written notice to the Owner at least two working days in advance of the performance of any part of the Work requiring special inspection by someone other than the Owner's Inspector and shall state the probable duration of the required special inspection. The inspection of any material or equipment at the factory or shop will not constitute an acceptance. The Owner's Inspector is authorized to suspend any part or all of the Work, by notice to the Contractor confirmed in writing, whenever a question arises as to whether the materials or equipment being installed or methods or workmanship being used comply with the Contract Documents until such question is decided upon by Owner. The Owner's Inspector is not authorized to accept or reject any Work, to modify any Contract Document requirement, to advise or instruct Contractor or his employees as to prosecution of the Work, or to perform any duty or service for the Contractor. Inspection of the Work will not relieve Contractor of the obligation to fulfill all requirements of the Contract Documents. D. Reimbursement of Inspection Costs: The Contractor shall reimburse to the Owner all or any part, as the Owner may deem just and proper, of the actual excessive inspection costs incurred by the Owner due to any or all of the following: 1. Contractor's failure to complete the Work within the Contract Time stated in the Agreement, and any previously authorized extensions thereof. 2. Claims between separate contractors. 3. Covering of any of the Work before the required inspections or tests are performed. 4. Extra inspections required for Contractor's correction of defective Work. CITY OF VERNON—Tenant Improvement Quality Control City Attorney&Administration Offices 01400 -4 Vernon, California 5. Overtime costs for acceleration of Work done for Contractor's convenience. E. Approvals Required by Others: If the laws, ordinances, rules, regulations, or orders of any public agency having jurisdiction require any of the Work to be specifically inspected, tested, or approved by some authority other than the Owner, Architect, or Contractor, the Contractor shall give all required notices and make all arrangements, shall deliver to the Architect the certificates of inspection, testing, or approval of such public agency, Owner shall pay all costs there for unless otherwise provided in the Contract Documents. 1.08 CONTRACTOR-FURNISHED ASSISTANCE: Whenever requested, Contractor shall furnish access, facilities, and labor assistance as necessary for duties to be performed at the site by Testing Laboratory and Inspector including furnishing ladders, hoisting, temporary lighting and water supply, and like services. 1.09 VERIFICATION OF CONDITIONS: Prior to installation of any portion of the Work, the installing Contractor, Subcontractor, or Sub-subcontractor shall inspect the Work in place to receive the Work to be installed and arrange for correction of defects in the existing workmanship, material, or conditions that may adversely affect Work to be installed. Such inspections shall include test applications of the materials to be installed as required to establish the correct condition of surfaces involved. Installation of materials on Work in place constitutes acceptance by the installing Contractor, Subcontractor, or Sub-subcontractor of such Work in place as being in proper condition to receive the materials to be applied and waiver of claim that the Work in place is defective as pertains to warranty requirements, excluding unascertainable or concealed conditions. Where the Specifications require a material to be installed under the supervision or inspection of the material manufacturer or his representative, manufacturer or his representative also shall inspect the Work in place and issue a letter of approval to Architect. PART 2 - PRODUCTS (Not Applicable) PART 3 -EXECUTION 3.01 TESTS AND INSPECTIONS: Owner will pay for the following testing and inspections as required by City, Governing Agencies or as requested by Owner except as stated otherwise for specific items. A. Miscellaneous: 1. Miscellaneous tests and inspections shall be preformed when required to verify that existing members are structurally sound, if any found the Contractor shall immediately bring it to the attention of the Architect and Structural Engineer. B. See Contract Documents for Additional Tests and Inspections. END OF SECTION CITY OF VERNON—Tenant Improvement Construction Facilities and Temporary Controls City Attorney&Administration Offices 01500 - 1 Vernon, California SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS PART 1 - GENERAL 1.01 DESCRIPTION: This Section covers general requirements for construction facilities and temporary controls for the Work. A. Work In This Section: Principal items include: 1. Temporary barricades. 2. Temporary storage facilities. 3. Temporary offices and telephones. 4. Temporary toilet facilities. 5. Temporary utility services. 6. Temporary heat. 7. Removal of temporary facilities. 1.02 GENERAL: Drawings indicate building site and related areas of Owner's property available for the Work. On a daily basis the Contractor shall keep areas orderly, free of hazards, and leave in clean condition acceptable to Architect, Owner, and governing public authorities. PART 2 AND 3 - PRODUCTS AND EXECUTION 2.01 TEMPORARY BARRICADES: Provide solid or chain link fencing type barricades. Construct and relocate or alter as required by Owner and/or Architect, Code, or public authorities having jurisdiction. Paint solid barricades exposed to public view with 2 coats of paint in colors designated by Architect and/or Owner, install nylon fabric screen backing to chain link when required at specific locations by jurisdiction or Owner. If said barricades are beyond Contractor Agreement, Contractor shall be compensated for said barricades. 2.02 TEMPORARY STORAGE FACILITIES: Provide temporary storage facilities necessary to protect materials and equipment delivered to site from damage. Maintain sheds in a clean and sightly condition. Distribute all materials stored in permanent structures to prevent overloading of floors or structure. If on-site storage area is inadequate, arrange and pay for necessary off-site facilities. 2.03 OFFICES AND TELEPHONES: The Owner will provide empty/vacant space on site as required. Provide Architect, and Inspector with an adequate table, plan rack, desk, and chairs, and a non-pay telephone, fax machine, computer and printer with internet and e- mail access for business use without charge. The office, equipment, and furniture shall remain the property of the Contractor. CITY OF VERNON—Tenant Improvement Construction Facilities and Temporary Controls City Attorney&Administration Offices 01500 -2 Vernon, California 2.04 TOILET FACILITIES: Install temporary toilets for workmen and maintain toilets in a clean and sanitary condition. Locate as approved and connect to existing sewers when feasible. Chemical toilets may be used if approved by local Code. 2.05 UTILITY SERVICES: Send proper notices, make necessary arrangements,provide services required in care and maintenance of public utilities, and assume the responsibility concerning same for which Owner may be liable, except existing utilities where no work by the Contractor is being preformed. Do all necessary enclosing or boxing in for protection of public utilities. Upon completion of the Work, remove enclosures, fill in openings in concrete or masonry with like materials, grout watertight, and leave in finished condition. A. Water: Furnish and pay for all water required for the Work, with the necessary temporary piping or hose from source to points on the site where used. If needed furnish potable water from domestic source. B. Light and Power: Furnish and pay for electric service required for the Work and provide temporary poles and overhead construction, transformers, meters, drops, wiring,panels, circuit and ground fault protection, and fittings for both light and power at locations required. Pay charges and fees for making the temporary service connections in accordance with schedule of value in contract between Owner and Contractor. C. Gas: Furnish and pay for fuel gas required for the Work. Make the necessary arrangements and pay charges required by the serving utility company. Furnish temporary distribution piping as required. 2.06 TEMPORARY HEAT: Furnish and pay for heat, fuel, and services to protect the Work against injury from dampness and cold until final acceptance. Building heating system may be used for temporary heating. Furnish a competent engineer to operate system and be solely responsible for damage to the heating equipment during such temporary operation. Operate the heating system as necessary to maintain correct temperatures within building during finishing operations, with provision to vent obnoxious, flammable, or hazardous fumes to the exterior. A. Drywall: Maintain building temperature for proper installation in accordance with the Drywall/Plastering Bureau(323) 660-4644 during application, drying of tape, and finishing so moisture will not occur. Maintain adequate ventilation for drying of tape and finish. B. Finishes: Maintain building temperature for proper installation of finish lumber and millwork are delivered, and throughout placing of finish and other finishing operations such as painting and installation of resilient coverings. C. Filters: During temporary heating, equip ventilating system(s), if required, with temporary throwaway type filters to prevent dust entering supply system. Be responsible for delivering system free of dust and lint at time of final acceptance. CITY OF VERNON—Tenant Improvement Construction Facilities and Temporary Controls City Attorney&Administration Offices 01500 - 3 Vernon, California 2.07 REMOVAL OF TEMPORARY CONSTRUCTION: Remove all temporary facilities and other construction of temporary nature from site as soon as progress of the Work will permit in opinion of the Owner and/or Architect. When authorized, Contractor may move his facilities into designated areas of completed portions of the building. Upon completion of the Work, recondition and restore portions of site and building occupied by temporary facilities to acceptable condition. END OF SECTION CITY OF VERNON—Tenant Improvement Material and Equipment City Attorney&Administration Offices 01600 - 1 Vernon, California SECTION 01600 MATERIAL AND EQUIPMENT PART 1 - GENERAL 1.01 DESCRIPTION: This Section covers the general requirements for the materials and equipment for the Work. Specific requirements for materials and equipment are covered under other Sections of the Specifications. A. Requirements In This Section: 1. Submittals for: a. Factory finish colors. b. Standard materials. 2. Proposed substitutions. 3. Materials, regarding: a. Equal materials. b. Optional materials. C. Plurality of terms. d. Factory finish colors. 4. Transporting and handling. 5. Storage and protection. 1.02 SUBMITTALS: Refer to Section 01300. A. Submittals for Factory Finish Colors: Whether or not required elsewhere, submit color samples of materials specified to have a factory finish for selection and approval. B. Submittal for Standard Materials: For the products specified by reference to standard or reference specifications,prepare and submit for review/approval a list of such materials or equipment by manufacturers' names and identifications to the extent requested by Owner and/or Architect. 1.03 PROPOSED SUBSTITUTIONS: Submit proposed substitutions with a copy of specified product and/or literature to the Architect review and Owner for approval, Contractor will be notified of the reviewed substitutions. Architect may require the submission of Drawings, Product Data, Samples, and other information in approved form for consideration of proposed substitutions. Include cost difference and schedule availability of products in substitution submittal. A. Review/Approval or Rejection of proposed substitutions is at Owner's discretion, whose judgement will be final and will include consideration of the following factors among others in comparing equality of proposed substitutions with indicated or specified requirements: CITY OF VERNON—Tenant Improvement Material and Equipment City Attorney&Administration Offices 01600 -2 Vernon, California 1. Quality of materials, structural strength, and details of construction or fabrication. 2. Performance and function, mechanically and technically. 3. Appearance and finish, or characteristics permitting required finish to be applied. 4. If proposed substitutions require altering the arrangement of adjoining or related Work, resulting arrangement must be equal in convenience and practicality to original arrangement. 5. Products equal in quality and utility are generally competitive products and are generally equal in price. If approval is requested for materials or equipment more economical than the specified products, Owner may require the specified products. 6. An inequality in availability of replacement parts or maintenance services may be a determining factor. 7. Code approvals and service history. 8. Equality of warrantees and guarantees B. Resubmittal of Proposed Substitutions: Do not resubmit proposed substitutions that are rejected in modified form. Upon rejection of a proposed substitution, Bidder may submit another proposed substitution within a reasonable the time limit as agreed to by the Architect. If the second proposed substitution is rejected or not received by the Architect within the specified time, provide only the indicated and specified Work at no additional cost to Owner. C. Compliance: Use of Approved Substitutions does not relieve Contractor from compliance with the Contract Documents. Contractor shall bear all extra expense resulting from approved substitutions where substitutions affect adjoining or related Work,unless specified otherwise in Contract between Owner and Contractor. D. Unauthorized Substitutions: If substitute materials are installed without prior approval from Owner, remove all the unauthorized materials and install those indicated or specified unless Owner agrees to said substitution after the fact at no extra cost to Owner. PART 2 - PRODUCTS 2.01 MATERIALS: Provide new materials and equipment unless otherwise indicated or specified. A. Equal Materials: Any material, apparatus, equipment, or process indicated or specified by patent or proprietary name or name of manufacturer shall be deemed to be followed by "or equal as approved in writing by the Owner and/or Architect",unless it is specified that substitutions are not acceptable for a particular material, apparatus, equipment, or process item. CITY OF VERNON—Tenant Improvement Material and Equipment City Attorney&Administration Offices 01600 - 3 Vernon, California B. Optional Materials: Where more than one proprietary brand name is specified, Contractor may provide any one of the materials or equipment specified. Before placing orders, advise Owner and/or Architect in writing of each named material, appliance, or piece of equipment proposed for the Work and its intended use unless already specified in the Contract between Owner and Contractor. Provide only one brand, kind, or make of material for each purpose throughout the Work not withstanding that similar material or equipment of two or more manufacturers may be specified for the same purpose. C. Plurality of Terms: For all materials or equipment referred to in the singular number, it is intended unless otherwise limited that such references apply to as much material or equipment as is required to complete the Work. D. Factory Finish Colors: Color of material specified to be furnished with factory finish is subject to Owner's and/or Architect's review. If available color is not approved, provide another manufacturer's approved product which has an acceptable finish color, at no extra cost to Owner, unless specified otherwise in Contract between Owner and Contractor. PART 3 -EXECUTION 3.01 TRANSPORTING AND HANDLING: Transport and handle all materials and equipment by methods that prevent damage, defacing, or overstressing. Lift the equipment, machinery and heavy fabricated products only at the lifting points designated by the manufacturer or, if not so designated, at the points or along the members designed to support the items when installed. Contractor or sub-contractor shall bear all loss which may result from transporting and handling of materials and equipment, except those resulting from Owner's vendors and shall provide approved replacements for damaged or defective items at no extra cost to Owner. Conform handling procedures to Title 8, CCR, as applicable. 3.02 STORAGE AND PROTECTION: Materials and equipment designed for permanent weather exposure may be stored off the ground without covering provided the equipment closures and seals are intact. Store all other materials and equipment off the ground and in dry, covered, weather-protected locations. Exercise special care to protect moisture- sensitive materials and other materials damaged by light(ultraviolet) or heat. Arrange adequate ventilation under protective covering to prevent condensation. The Contractor shall ensure that all installed materials, assemblies and equipment are continued to be protected from moisture, heat, sun, construction traffic until the materials, assemblies and equipment are concealed, closed-in,painted, sealed in a manner that will protect them from the above elements. END OF SECTION CITY OF VERNON—Tenant Improvement Substitution Request Form City Attorney&Administration Offices 01630 - 1 Vernon, California SECTION 01630 SUBSTITUTION REOUEST FORM No substitutions Will be considered without this completed substitution request form and supporting documentation. Substitutions made without completion of this form will be considered defective work as Stated in the Contract. Date: Number: Project: From: Re: Request for Substitution The Trade Contractor proposes the following substitution in accordance with the requirements of the Contract Documents: Scope of Substitution Specification Reference Drawing Reference Reason for Proposed Substitution Impact on Project Cost Impact on Project Schedule CITY OF VERNON—Tenant Improvement Substitution Request Form City Attorney&Administration Offices 01630 -2 Vernon, California Impact on Guarantees and Warranties Coordination Required with Adjacent Materials and System List Deviations From Specified Requirements Attachments: Attach supporting documentation sufficient for Architect to evaluate substitution. Substitution Request Forms submitted without adequate documentation will be returned without review. Attachments Response Date: List date by which response by Architect is requested to maintain project schedule and allow sufficient time for inclusion of proposed substitution. Response Date Submitted By Firm and Address Signature below signifies acceptance of responsibility for accuracy and completeness of information included in this Substitution Request Form. Authorized Signature Authorized Representative of Trade Contractor CITY OF VERNON—Tenant Improvement Substitution Request Form City Attorney&Administration Offices 01630 - 3 Vernon, California RESPONSE Notations listed below shall have same meaning as on Architect's approval stamp. Clarifications to or changes in project schedule or time shall be processed using standard project forms. Architect's Approved Response Approved as Corrected Revise and Resubmit Rejected Returned Without Review Remarks Date Signed Architect's Authorized Representative Date Owner's Acceptance Owner's Authorized Representative Date END OF FORM CITY OF VERNON—Tenant Improvement Contract Closeout City Attorney&Administration Offices 01700 - 1 Vernon, California SECTION 01700 CONTRACT CLOSEOUT PART 1 - GENERAL 1.01 DESCRIPTION: This Section covers general requirements for contract closeout. A. Requirements In This Section: 1. Clean up and disposal. 2. Record Drawings. 3. Operation and maintenance manuals. 4. Maintenance materials. 1.02 SUBMITTALS under this Section shall conform to the Article "General Submittal Requirements" of Section 01300. 1.03 PREFINAL INSPECTION; SUBSTANTIAL COMPLETION: A. PreFinal Inspection: Upon "Substantial Completion"of the Work, Contractor shall notify Architect in writing that Contractor has reviewed all subcontractor work for completion and request a"prefinal inspection" of the Work. If Architect concurs that"Substantial Completion"has been reached, he will review the Work and list items to be completed or corrected. List will be amended as required to include items subsequently observed. B. Substantial Completion Defined: "Substantial Completion" of the Work is the status, as reviewed by the Architect, when construction is sufficiently complete, in accordance with the Contract Documents, so Owner can occupy or utilize the Work for the use for which it is intended. 1.04 FINAL INSPECTION: See Supplementary Conditions, Article"1"titled"Final Adjustment and Completion". Final inspection will begin when Contractor has completed Article A above, Architect will review the Work and list any items to be completed or corrected. Contractor shall correct and/or complete the Work. The Architect will charge the Owner$ 170.00/hr. for duplicate "Punch" Deficiency Lists and Back Checks and also for more review than 2 times for Shop Drawings. The Owner in turn will back charge the Contractor for the additional work preformed by the Architect. PART 2 - PRODUCTS (Not Applicable) PART 3 -EXECUTION 3.01 CLEAN UP AND DISPOSAL: Requirements herein form a part of all other Sections of the Specifications and shall be coordinated with such additional clean up and disposal requirements as may be specified in other Sections. CITY OF VERNON—Tenant Improvement Contract Closeout City Attorney&Administration Offices 01700 - 2 Vernon, California A. General: Leave the entire Work broom clean except where vacuum clean or other condition is specified. 1. Control During The Work. Take precautions to avoid spread of dust, dirt, debris, water, paint, cement, sprayed materials, and other substances about the site or to adjacent property. Clean up splatterings or spills of materials at time of occurrence. Remove dirt, debris, waste, and rubbish daily, and do not allow to accumulate in the structure or on the site. Do not store flammable or toxic materials in the structure. B. Contractor's Supervision: Inform all trades and workmen of the cleaning up requirements specified, and monitor where Work is in progress to ensure full compliance with all clean up requirements in this and other Sections. C. Owner's and/or Architect's Inspection: Give the Owner and/or Architect at least 3 working days advance notice of readiness for inspection as each phase or area of Work is completed for occupancy. Correct any deficient cleaning operations, as determined and directed by Owner and/or Architect. D. Disposal: Do not place rubbish or waste material in fills or backfills. Remove debris, rubbish, and waste material from Owner's property to a lawful disposal area and pay all hauling and dumping charges. Conform to pertaining Federal, State, and local laws, ordinances, rules, regulations, and orders. E. Final Clean Up -Exterior: Clean surfaces of construction and site including fixtures, walls, soffits, floors, hardware, roofs, window and opening ledges and sills, horizontal projections, steps and platforms, walkways, rails and all like surfaces, and adjoining private and public property to the extent soiled by the Contractor's operations. F. Final Clean Up -Interior: Leave surfaces in vacuum clean condition with all dust, dirt, stains, handmarks,paint spots, droppings, and other blemishes and defects completely removed, and conform to following requirements: 1. Hard Floors: Wash and dry concrete, tile, elastomeric, and similar floors, free of streaks or stains. 2. Resilient Flooring: Freshly wax and buff as specified in Division 9, unless not recommended by manufacturer. 3. Resilient Bases: Clean off adhesive smears and wipe clean. 4. Carpet: Vacuum clean free of lint, soil, and dust. 5. Bare and Painted Surfaces: Clean of dust, lint, streaks, or stains. 6. Laminated Countertops: Clean of dust, streaks or stains 7. Tile Walls: Clean and polish. 8. Masonry Walls: Clean free of streak and stains. 9. Vinyl Wall Covering: Remove all adhesive on surfaces. 10. Hardware and Metal Surfaces: Clean and polish all exposed surfaces CITY OF VERNON—Tenant Improvement Contract Closeout City Attorney&Administration Offices 01700 - 3 Vernon, California using noncorrosive and nonabrasive materials. 11. Glass: Wash and polish both sides, and leave free of dirt, spots, streaks, and labels. Clean and polish mirrors. 12. Ceilings: Clean and free of stains, handmarks, and defacing. 12. Fiberglass Tub/Showers: Clean and polish all exposed surfaces using an approved cleaning and polishing materials. 13. Fixtures and Equipment: Clean mechanical,plumbing and electrical fixtures and like items. Leave lighting fixtures free of dust, dirt, stains, or waste material. Clean and service equipment and machinery, ready for use. G. Surfaces Not Mentioned: Clean according to the intent of this Section and as required for Architect's approval. 3.02 RECORD DRAWINGS: A. Record Set During The Work: At site, maintain at least one set of Drawings as a Field Record Set; apportion copies to the various Subcontractors for recording of their portions of the Work. Also maintain at least one copy of all Addenda, Bulletin, Modifications, approved submittals, correspondence, and transmittals at site. Keep Drawings and data in good order and readily available to Architect and/or Owner, and/or their representatives. B. Changes: Clearly and correctly mark Record Drawings to show all changes made during the construction process at the time the changed Work is installed. No such changes shall be made in the Work unless authorized by a Modification or by specific approval of deviations or revisions in submittals. C. Final Record Drawings: Prior to Substantial Completion, Architect will order for Contractor one complete set of Drawings, Including Clarification and Interpretation Drawings and the Drawings issued by Addenda, printed as reproducible vellums or bond if 8-1/2" x I I" or I I" x 17". D. Preparation of Final Record Drawings: Contractor shall be responsible to ensure that for all recorded changes in the Work indicated on the Field Record Set. Changes for all trades shall be neatly and clearly drawn in ink by skilled draftsmen, and shown technically correct. Contractor shall provide scanned .PDF files to the Owner. Changes made during construction not yet documented by Architect's Bulletins shall be recorded on an on-going basis by the Contractor and subcontractors, placed on the drawings and documented with clouds, deltas and a write-up and indicated in the drawing Title Block that they are "AS-BUILT" documents. E. Approval: Prior to Owner's and Architect's inspection for Substantial Completion, submit both the Field Record Set and the Final Record Drawings to the Owner and Architect for review, and make such revisions as may be necessary for Final Record Drawings to be a true, complete, and accurate record of the CITY OF VERNON—Tenant Improvement Contract Closeout City Attorney&Administration Offices 01700 - 4 Vernon, California Work in the Owner's and Architect's opinion. F. Conferences: Contractor and any of the Subcontractors involved shall attend post-construction conferences as reasonably needed to clarify the Final Record Drawings as may be required by Owner and/or Architect, at no extra cost to Owner. 3.03 MANUALS: Obtain data from the various manufacturers and submit instruction, operation, and maintenance manuals to the extent required under other Sections of the Specifications. A. Contents: Each manual shall have an index listing the contents. Information in the manuals shall include not less than(a) general, introductions and overall equipment description, purpose, functions, and simplified theory of operation, (b) specifications, (c) installation instructions,procedures, sequences, and precautions, including tolerances for level, horizontal, and vertical alignment, (d) grouting requirements including grout spaces and materials, (e) list showing lubricants for each item of mechanical equipment, approximate quantities needed per year, and recommended lubrication intervals; where possible, the types of lubricants shall be consolidated with equipment manufacturers' approval in order to minimize the number of different lubricants required for maintenance, (f) startup and beginning operation procedures, (g) operational procedures, (h) shut down procedures, (i) short and long term inactivation procedures, 0) repair, maintenance, and calibration instructions, (k)parts lists and all spare parts recommendations, (1) lists of all special tools, instruments, accessories, and special lifting and handling devices required for periodic maintenance, repair, adjustment, and calibration, and(m) other information as may be specified or required for approval. B. Format and Binding: Include drawings and pictorials to illustrate the text as necessary to fully present the information. Where the information includes a family of similar items, strike out the inapplicable information or identify applicable portions by heavily weighted arrows, boxes, or circles. Bind each manual in sturdy covers labeled to indicate the equipment to which it applies. Bind manuals less than one inch thick in standard three-ring binders; others shall CITY OF VERNON—Tenant Improvement Contract Closeout City Attorney&Administration Offices 01700 - 5 Vernon, California have sturdy covers secured with removable fasteners and, when more than two inches thick, shall be bound in locking-bar post binders with rigid covers, or other suitable binding approved by Owner. C. Manual Submittals: Unless otherwise specified, each submittal shall include two copies of each manual, one of which will be returned to the Contractor marked to show the required corrections or approval. When approved, deliver two copies to Owner unless otherwise specified. 3.04 MAINTENANCE MATERIALS: Furnish and deliver all the special tools, instruments, accessories, spare parts, and maintenance materials required by the Contract Documents, and furnish and deliver the special tools, instruments, accessories if specified in the Contract between the Owner and Contractor, and the special lifting and handling devices shown in the instruction manuals approved above. Unless otherwise specified or directed, deliver the items to the Owner, with the Contractor's written transmittal accompanying each shipment, in the manufacturer's original containers labeled to describe the contents and the equipment for which it is furnished. END OF SECTION CITY OF VERNON—Tenant Improvement Warranties and Guarantees City Attorney&Administration Offices 01740 - 1 Vernon, California SECTION 01740 WARRANTIES AND GUARANTEES PART 1 - GENERAL 1.01 DESCRIPTION: This Section covers general requirements for written warranties and guarantees required by the Contract Documents. Submission to and approval by the Owner of the warranties and guarantees is a prerequisite to final payment under the Contract. 1.02 MANUFACTURERS'WARRANTIES AND GUARANTEES: Deliver all the manufacturers'warranties and guarantees required by Contract Documents, with Owner named as the beneficiary. In addition, for all equipment and machinery, or components thereof, bearing a manufacturers' warranty or guarantee that extends for a longer time period than the Contractor's warranty or guarantee, deliver the manufacturers'warranties or guarantees in same manner. Refer to Section 01300, Paragraph "Equipment Data", for the submission of manufacturers'warranty or guarantee data. 1.03 FORM OF WARRANTY OR GUARANTEE: All written warranties and guarantees, except manufacturers' standard printed warranties and guarantees, shall be submitted on the Contractor's, Subcontractor's, material supplier's, or manufacturer's own letterhead, addressed to the Owner. All warranties and guarantees shall be submitted in duplicate, and in the form shown on the following page, signed by all pertinent parties and by Contractor in every case, with modifications as approved by Owner to suit the conditions pertaining to the warranty or guarantee, or as specified in there Contract between the Owner and Contractor. 1.04 SUBMISSION OF WARRANTIES OR GUARANTEES: The Contractor shall collect and assemble all written warranties and guarantees into a bound booklet form, and deliver the bound books to Owner and CALGreen coordinator for presentation of the Operation and Maintenance Manual per CALGreen requirements. CITY OF VERNON—Tenant Improvement Warranties and Guarantees City Attorney&Administration Offices 01740 -2 Vernon, California WARRANTY/GUARANTEE FOR WORK We, the undersigned, hereby warranty and guarantee that the parts of the Work described above which we have furnished and/or installed for: City Of Vernon—Tenant Improvement City Attorney&Administration Offices Vernon, California is in accordance with the Contract between the Owner and Contractor along with the Contract Documents and that said Work as installed will fulfill or exceed all of the Warranty and Guarantee requirements. We agree to repair or replace Work installed by us, together with any adjacent Work which is displaced or damaged by so doing, that proves defective in workmanship, material, or operation within a period of ( ) year(s) from the date of final acceptance of by Owner or from the Date of Certificate of Substantial Completion, whichever is the earlier, ordinary wear and tear and unusual abuse or neglect excepted. In the event of our failure to comply with the above-mentioned conditions within a reasonable time period determined by the Owner, after notification in writing, we, the undersigned, collectively and separately do hereby authorize the Owner to have said defective Work repaired and/or replaced and made good, and agree to pay to the Owner upon demand all moneys that the Owner may expend in making good said defective Work, including all collection costs and reasonable attorney fees. Date: (Subcontractor, Sub-subcontractor, Manufacturer or Supplier) By Title State License No. Date: (Contractor) By Title State License No. Local Representative to be contacted for maintenance, repair and/or replacement service: Name: Address: Phone Number: END OF SECTION CITY OF VERNON—Tenant Improvement HERS Requirements City Attorney&Administration Offices 01810 - 1 Vernon, California SECTION 01810 HERS REQUIREMENTS PART 1 - GENERAL 1.01 DESCRIPTION: This Section covers HERS requirements pertaining to the Work or referenced elsewhere in the Contract Documents. A. HERS RATER: Home Energy Rating Systems rater who tests the performance of the buildings to verify the buildings perform as designed to meet the requirements of the mechanical engineer and the California Energy Code. B. HERS Rating During Pre-Drywall Site Visit: 1. Duct leakage test—The duct leakage should not exceed 6% 2. Quality Insulation Installation Inspection a. General Contractor should have the insulation contractor onsite at the pre-drywall to fix any errors found during the QII to prevent additional site visits by the HERS rater and the cost associated with those additional visits. 3. Thermal By-pass Checklist Inspection a. General Contractor should have the trade responsible for all sealing and caulking onsite during this Inspection to seal up any areas the HERS rater fails during the pre-drywall visit to prevent additional site visits by the HERS rater and the cost associated with those visits. C. HERS Rating During Final Site Visit: 1. Envelope leakage 2. Refrigerant Charge Test D. HERS Reporting 1. All test results for the duct, envelope and refrigerant charge tests will be given to the mechanical engineer and the CALGreen commissioning coordinator for verification purposes. 1.02 RELATED SECTIONS A. Section 01041 —Project Coordination B. Section 01300—Submittals D. Section 01700—Contract Closeout E. Section 15800—Mechanical - Heating, Ventilating &Air Conditioning END OF SECTION CITY OF VERNON—Tenant Improvement Miscellaneous Work City Attorney&Administration Offices 01900 - 1 Vernon, California SECTION 01900 MISCELLANEOUS WORK PART 1 - GENERAL 1.01 DESCRIPTION. The requirements of all other Sections of Division 1 apply to this Section. Provide various materials and perform all miscellaneous operations as indicated, specified, and required. This Section applies to all other Sections of the Specifications. A. Work In This Section: Principal items include: l. Miscellaneous demolition, cutting, alterations, and repairs to the existing facilities as shown, specified, and required to complete the Work. 2. Relocation and reinstallation of existing construction and finish as shown. 3. Salvage, storage, and protection of existing items to be reinstalled. 4. Salvage and delivery to Owner of designated removed items as directed. 1.02 SUBMITTALS: Refer to Section 01300 for procedures. A. Schedule of Work: Perform Work in existing facilities during such hours and by methods as are approved by Owner. Submit proposed schedules itemizing dates and hours that the various items of Work in existing facilities will be started and completed. Owner reserves the right to modify proposed schedules to eliminate conflicts and ensure use of existing facilities during the Work. Exactly follow the schedule as finally approved by Owner. No extra payment will he made to the Contractor for the Work required to be performed during night, Saturday, Sunday, or holiday hours. Revise and resubmit schedules when timing or sequence changes occur or are ordered by Owner. 1.03 JOB CONDITIONS: A. General: Coordinate Work among the trades and with Owner to assure the correct sequence, limits, methods, and times of performance. Arrange the Work to impose minimum hardship on operation and use of the facilities. Install protection for existing facilities, contents, and new Work against dust, dirt, weather, damage, and vandalism, and maintain and relocate as Work progresses. B. Hazardous Waste Removal: During inspection and demolition work if any hazardous materials are found the Contractor shall immediately notify the Owner and proper agencies and have the materials removed in an approved manner. C. Access: Confine entrance and exit operations to access routes designated by the Owner. CITY OF VERNON—Tenant Improvement Miscellaneous Work City Attorney&Administration Offices 01900 -2 Vernon, California D. Existing Portable Items: Owner will remove portable equipment, furniture, and supplies from involved existing areas prior to start of Work therein. Cover and protect remaining items. E. Existing Conditions: Intent of Drawings is to show existing site and facility conditions with information developed from the original construction documents, field surveys, and Owner's records, and to generally show the amount and type of demolition and removals required to prepare existing areas for new Work. F. Verification of Conditions: Perform a detailed survey of all existing site and building conditions pertaining to the Work before starting Work. Report to the Architect all discrepancies or conflicts between Drawings and actual conditions in writing for clarification and instructions and do not perform Work where such discrepancies or conflicts occur prior to receipt of Architect's instructions. G. Special Noise Restrictions: Exercise caution and care to prevent generation of unnecessary noise and keep noise levels to the minimum possible. When ordered by Owner or Architect, immediately discontinue such methods that produce noise disruptive or harmful to the facility functions and occupants, and perform Work by unobjectionable methods. Equip air compressors, tractors, cranes, hoists, vehicles, and all other internal combustion engined equipment with "residential" grade mufflers. Muffle unloading cycle of compressors. Remove from the site any equipment producing objectionable noise as determined by Owner or Architect. H. Shoring and Bracing: Provide support, shoring, and bracing required to preserve the structural integrity and prevent collapse of existing construction that is cut into or altered as a part of the Work. I. Overloading: Do not overload any part of the structures beyond a safe carrying capacity by placing of materials, equipment, tools, machinery, or any other item thereon. J. Building Security: Secure building entrances and exits with locking or another approved method in accordance with Owner's instructions. K. Safeguarding of Owner's Property: Assume care, custody, and responsibility for safeguarding all of Owner's property of every kind, whether fixed or portable, remaining in rooms and spaces vacated and turned over to Contractor by the Owner for his exclusive use in performing the Work until the Work therein or related thereto is completed and the rooms or spaces are re-occupied by Owner. Furnish all forms of security and protection necessary to protect the Owner's property. Regardless of cause, Contractor shall repair, replace, or otherwise acceptably make good all of the Owner's property under his care, custody, and safeguarding that is damaged, injured, lost, stolen, or missing from the time each such room or space is turned over to Contractor for the Work until re-occupied by Owner, at Contractor's expense and as directed by the Owner. CITY OF VERNON—Tenant Improvement Miscellaneous Work City Attorney&Administration Offices 01900 - 3 Vernon, California 1. Property Inventories: Owner's property that Owner intends to remove will be removed at no cost to Contractor before a room or space is vacated for the Work. Prior to start of Work in each room or space, Owner and Contractor shall prepare a detailed initial written inventory of Owner's property remaining therein and condition thereof, including equipment and telephone instruments, and each party shall retain a copy of the inventory dated and signed by both. In same manner, prior to Owner's re-occupancy of each such room or space the parties shall again inventory Owner's property therein and all discrepancies between the inventories shall be the Contractor's responsibility as specified above. 2. Covering and Clean-Up: Cover and protect all surfaces of rooms and spaces turned over for the Work, including the Owner's property remaining therein, as required to prevent soiling or damage by rust, dirt, water, fumes, or otherwise, and protect other areas where Work is performed in the same manner, all as is deemed adequate by the Owner. Prior to Owner's re-occupancy of any such room or space, clean all surfaces including Owner's property in accordance with Section 01700 and other cleaning instructions as may be specified in other Sections. L. Use of Owner's Telephones: Do not use nor allow anyone other than the Owner's employees to use telephone in rooms and spaces turned over to Contractor for the Work except in the case of a bona fide emergency. Install temporary dial locks on telephone instruments to prevent all unauthorized use, or arrange and pay for temporary removal and reinstallation of instruments. Reimburse to the Owner all telephone toll charges originating from the telephones in such rooms and spaces except those arising from emergencies or use by Owner's employees. M. Welding: Conform to following requirements where welding is performed in or on existing facilities. 1. Protection During Welding: Conform to Title 8, CCR. In addition, protect occupants and the public with portable solid vision barricades around locations where welding is performed plus signs warning against looking at welding without proper eye protection, or equivalent. 2. Welding Smoke Control: Attention is directed to existing smoke detectors. Perform welding by methods that produce the minimum feasible smoke and fumes. Furnish portable type smoke collection equipment and supplementary ventilating equipment as required to prevent smoke and fume nuisances. Notify the Owner at least 48 hours in advance if a temporary deactivation of any smoke detector is required to prevent false alarms from welding operations. Owner's personnel will deactivate the detectors only for the period that welding is actually in progress. 3. Fire Extinguishers: Maintain a fully charged UL-labeled minimum 10- pound ABC fire extinguisher at every location where welding is performed within the facilities. CITY OF VERNON—Tenant Improvement Miscellaneous Work City Attorney&Administration Offices 01900 -4 Vernon, California 4. Fire Prevention: Before welding, examine existing construction and backing for combustible materials and finishes and for conditions where heat migration in metals may bring adjoining materials to ignition temperature. Use positive fire prevention measures including the temporary removal and reinstallation of combustible materials, installation of temporary shields and/or heat sinks, and other necessary means. When actual field conditions are such that positive fire prevention measures cannot be achieved, notify Architect and do not proceed with the involved Work until receipt of Architect's instructions. N. Protection of Floors: Exercise caution to protect floor surfaces and coverings from damage. Equip mobile equipment with pneumatic tires. PART 2 - PRODUCTS (Not applicable to this Section) PART 3 -EXECUTION 3.01 DEMOLITION, REMOVALS, ALTERATIONS, AND REPAIRS: A. Basic Requirement: Restore all new and existing construction and improvements that are cut into, altered, damaged, relocated, reinstalled, or left unfinished by demolition and removals as a result of the Work to original condition or to match the adjoining Work and finishes and as indicated, specified, directed, and required. Workmanship and materials shall conform to applicable provisions of other Sections of Specifications. Provide new fasteners, connectors, adhesives, and other accessory materials as required to complete approved reinstallations and restorations. B. Extent: Perform demolition and removals to extent shown plus such additional demolition or removal as is necessary for completion even though not indicated. More or less of existing construction may be demolished or removed when such variation will expedite the Work and reduce cost to Owner, subject to approval. C. Removals and Demolish: Carefully demolish and or remove as indicated on Drawings. Carefully remove Work to be salvaged or reinstalled and store under cover. 1. Walls, Partitions, and Ceilings: Demolish or remove completely by cutting down and not by tumbling, throwing, or dropping. 2. Concrete: Saw with power saw, or chip where sawing is not practicable, to prevent spalling of concrete to remain. Cut off reinforcing bars, except where bonded into new concrete or masonry, and paint ends with bituminous paint before enclosing. 3. Cabinets, Casework and Woodwork: Demolish, and or carefully remove and restore existing as indicated on Drawings, completely by cutting down and not by tumbling, throwing, or dropping. CITY OF VERNON—Tenant Improvement Miscellaneous Work City Attorney&Administration Offices 01900 - 5 Vernon, California 4. Sheet Metal Flashings and Work: Remove back to a joint, lap, or connection. Secure loose or unfastened ends and make watertight. 5. Glass: Remove broken or damaged glass and clean the rebates of old setting materials. 6. Gypsum Wallboard: Cut back on straight lines to undamaged surfaces, with at least two opposite cut edges centered on supports. 7. Acoustical Ceilings: Dismantle ceilings and remove hanger wires. 8. Tile: Remove back to sound tile and backing on j oint lines where portions are to remain. 9. Flooring: Completely remove flooring and clean the backing of old cement or adhesive. 10. Miscellaneous Items: Remove items not mentioned but required to be removed in such manner as will minimize damage to Work to remain. D. Patching,Repairing, and Finishing: 1. Concrete: Keep cut edges damp for 24 hours and scrub with a neat portland cement mortar just before new concrete is placed; epoxy adhesive may be used in lieu of cement mortar. Finish new concrete to match existing. Use 3,000 psi concrete for repairs and slabs on grade. At cut concrete edges to remain exposed, apply adhesive and restore with minimum 3/4" thick cement mortar finished to match adjoining surfaces. 2. Openings To Be Closed: Trim edges square and straight, and dampen and grout scrub or treat with adhesive as specified above for cut concrete edges. Install 3,000 psi concrete. Provide reinforcing as required to match existing concrete. Where installation of concrete is impracticable, fill openings with dry-packed non-shrink grout. Finish to match adjoining surfaces. 3. Metal Items: Grind cut edges to remain exposed smooth and rounded. 4. Woodwork: Prepare wood to be refinished according to Section 09900 Painting. Patch with new matching or undamaged removed materials. The restored items shall be in a like new condition per Architects approval. 5. Sheet Metal: Restore removed or damaged sheet metal items as required or directed by Architect. Roof flashing materials shall be products of or be approved by roofing manufacturer. 6. Gypsum Wallboard: Refasten cut edges of existing board. Apply patches with at least two opposite edges centered on supports and secure at 6" centers. Tape and finish joints and fastener heads. Make patching non- apparent when painted. 7. Acoustical Ceilings: Conform to requirements indicated, specified herein, to applicable requirements of Section 09510, and as necessary to match existing conditions. CITY OF VERNON—Tenant Improvement Miscellaneous Work City Attorney&Administration Offices 01900 - 6 Vernon, California 8. Flooring: Completely remove flooring and clean off old cement as specified. Install new flooring of color, pattern, and type to match existing floors. If an approved match cannot be made between existing and new flooring, remove all flooring in involved room or space and install new flooring at no extra cost to Owner. Clean and wax all new and existing resilient tile flooring in alteration areas and patched areas, and adjoining areas as directed. Use brand of wax in regular use by Owner. 9. Painted Surfaces: Prepare patched areas and refinish as specified in Section 09900. 10. Miscellaneous Items: Patch and repair as required and approved. 3.02 PREPARATION OF EXISTING WORK: A. Holes: Drill holes through existing concrete for new conduit and/or piping, and do not jackhammer. B. Metal Framework Painting: If necessary, wire brush clean and paint scarred areas, welds and rust spots on the visible surfaces. Touch up galvanized surfaces with galvanized repair paint applied in accordance with the manufacturer's instructions. In areas where touch-up painted surfaces are to be exposed, apply the paint to blend into the adjacent surfaces in a manner that will minimize visual discontinuity in the coatings. 3.03 SALVAGE: Existing items not to be reused or reinstalled that Owner intends to retain will be designated by Owner prior to start of removals in the pertaining area. Carefully remove, salvage, box or bundle as approved, and deliver such items to storage at site as Owner directs. 3.04 DISPOSAL: Conform to Section 01700. Dispose of removed material off the site except items to be salvaged or reinstalled. Promptly remove waste and debris and do not accumulate within facilities or on site. END OF SECTION CITY OF VERNON—Tenant Improvement Pavement Marking, Bumpers, Truncated Domes City Attorney&Administration Offices & Signage Vernon, California 02579 - 1 SECTION 02579 PAVEMENT MARKING, BUMPERS TRUNCATED DOMES AND SIGNAGE PART 1 - GENERAL 1.01 DESCRIPTION: Division 1 applies to this Section. Provide pavement marking, bumpers, truncated domes and signage as indicated, specified, and required. A. Work In This Section: Principal items include: 1. Pavement markings, white or red in color. 2. Truncated domes. 3. Accessible signage, blue color. 4. Bumpers PART 2 - PRODUCTS 2.01 TRAFFIC PAINT: Type specially manufactured for pavement traffic line markings by Dunn Edwards, Wellborn, Sherwin-Williams, Devoe, Sinclair, Pittsburg Paint, Behr, or equal, white color unless otherwise directed. 2.02 TRUNCATED DOMES: Provide truncated domes by Hanover Architectural Products (717) 637-0500 or Disability Devices, Inc., (714) 437-9237 or equal installed where indicated on drawings. The domes are to be ADA compliant and installed in accordance with manufacturers recommendations and specifications. 2.03 PARKING BUMPERS: Standard units as detailed on drawings of minimum 3500 psi concrete and reinforced full length with not less than two No. 4 deformed reinforcing bars, lengths as indicated. Omit stake holes in adhesive secured bumpers. PART 3 -EXECUTION 3.01 PAVEMENT MARKING AND STRIPING: Paint traffic and parking lines as indicated. Machine-apply paint in accordance with the directions of the paint manufacturer. Unless otherwise shown,paint lines 4" wide and as required to achieve complete opacity. Paint directional arrows, numbering, and lettering in similar fashion and with same paint. Produce completed painting and striping free of holidays and whiskers. Be responsible for paint droppings and overspray. Completely remove droppings and repair-injured surfaces in a satisfactory manner. Paint disabled lines and markings a minimum of 3" wide with blue color equal to Color No. 15090 per Federal Specification 595B, disabled parking symbols, stall striping, debarkation aisles and path of travel lanes to the extent required by the Code and as enforced by the local jurisdiction where indicated. Parking spaces for the disabled shall be marked according to CBC Section 112913.5. The tactile warning lines shall be in conformance to CBC Section 113313.8.3 and 1133B.8.4. CITY OF VERNON—Tenant Improvement Pavement Marking, Bumpers, Truncated Domes City Attorney&Administration Offices & Signage Vernon, California 02579 - 2 3.02 ACCESSIBLE SIGNAGE: Set in accordance with Districts Standards and as detailed on drawings,provide reflectorized International Symbol of Accessibility signs and required text with porcelain enamel finish, and steel frame. Mount and finish required by Building Code. Locate signage and designed disabled stalls where indicated on site. Post mounted and wall mounted signs shall be fabricated from 16 gage enameling iron with porcelain enamel finish. Mount signs to posts with minimum two 3/16" diameter round head bolts with tamperproof nuts, galvanized. Posts are 2" diameter galvanized steel pipe weighing a minimum of 3.65 lbs per foot and conforming to ASTM A53, Schedule 40 or 2"x 2" galvanized steel tubing, weighing a minimum of 4.31 lbs per foot and conforming to ASTM A500, Grade B, 3/16"thick wall thickness. 3.03 BUMPER INSTALLATION: Set as detailed on drawings, if none install bumpers with two 3/4" diameter galvanized steel pipes, or equal, driven to minimum 12" penetration into subgrade. Fully embed bumpers in epoxy concrete adhesive where installed on portland cement concrete. END OF SECTION CITY OF VERNON—Tenant Improvement Structural Steel City Attorney&Administration Offices 05120 - 1 Vernon, California SECTION 05120 STRUCTURAL STEEL PART 1 - GENERAL 1.01 DESCRIPTION: Division 1 applies to this Section. Provide structural steel and related items complete as indicated, specified, and required. A. Work In This Section: Principal items include: 1. Structural steel framing. 2. Steel pipe and tube framing. 3. Shop priming and field touch-up to extent specified. B. Related Work Not In This Section: 1. Setting of anchor bolts and inserts in concrete. 2. Reinforcing steel. 3. Field painting except as specified herein. 4. Miscellaneous metal fabrications. 1.02 QUALITY ASSURANCE: A. Design Requirements: Where steel is exposed to view, comply with requirements of Section 10 of AISC Code of Standard Practices for architecturally exposed structural steel (AESS) regarding: 1. Material and erection tolerances. 2. Surface appearance and weld show-through. 3. Welding and joint uniformity. 4. Delivery of material. 5. Deflection limitations. 6. Galvanize all exterior steel members as required. B. Reference Standards: 1. AISC Standards. Code of Standard Practice for Steel Buildings and Bridges; Specification for the Design, Fabrication and Erection of Structural Steel for Buildings; and Steel Construction Manual; as amended by Building Department. 2. AWS Standards. AWS D1.1, Structural Welding Code. a. To assure the proper amperage and voltage of the welding process, the use of a hand held calibrated amp and voltmeter shall be used. This equipment shall be used by the fabricator, erector and the inspectors. Amperage and voltage shall be measured near the are. Travel speed and electrode stick out shall be verified to be in CITY OF VERNON—Tenant Improvement Structural Steel City Attorney&Administration Offices 05120 -2 Vernon, California compliance with the approved W.P.S. b. Preheat and Interpass Temperatures: The preheat temperatures and conditions given in A.W.S. 131.1, Chapter 4 shall be strictly observed with special attention given to Section 4.2 for the thickness of material to be welded. Preheat temperatures shall be measured at a distance from the weld equal to the thickness of the part being welded, but not less than three inches, in a direction including the through thickness of the piece. Where plates are of different thickness, the pre-heat requirements for the thicker plate shall govern. Maintenance of these temperatures through the execution of the weld(i.e. the interpass temperature) is essential. Maximum interpass temperature should be limited to 550 degrees F for prequalified W.P.S. for fracture-critical applications. Higher interpass temperatures could be employed if those higher temperature limits are qualified by test. Both welding operators and inspectors shall be in possession of temp sticks. 3. Structural Joint Reference Specification. The Specifications for Structural Joints Using ASTM A325 or ASTM A490 Bolts established by the Research Council On Structural Connections of the Engineering Foundation, hereinafter referred to as Ref Spec. B. Qualifications of Fabricator: Fabricate structural steel in shop of a licensed fabricator regularly engaged and specializing, for the preceding 5 years in the fabrication of structural steel for building construction and approved by Building Department. C. Requirements of Regulatory Agency: Work of this Section shall conform to Code and Title 8, CCR. D. Source Quality Control: Refer to Section 01400. 1. Identified Structural Steel. Tests are waived for steel identified by heat number, accompanied by mill analyses and mill test reports, and properly tagged with Identification Certificate so as to be readily identified for conformance with applicable ASTM. 2. Unidentified Steel. If structural steel cannot be identified or its source is questionable, not less than one tension and one bend test shall be made for eachl0 tons or fractional part thereof. Additional tests may be required when deemed necessary by the Architect, Structural Engineer, or Building Department. Contractor shall bear test costs. E. Erection and Bracing Plan and Procedure: Refer to Section 1710, Title 8, CCR, and Building Code. Employ a registered Civil Engineer licensed in California to prepare an erection and bracing plan and erection procedure for structural steel including columns, beams, and girders, who shall be solely responsible for its compliance. Follow the plan and procedure exactly. Keep a copy at the job site as required by the California Division of Industrial Safety. CITY OF VERNON—Tenant Improvement Structural Steel City Attorney&Administration Offices 05120 - 3 Vernon, California Contractor shall pay involved costs. File two copies of stamped and signed erection and bracing plan and procedure with Architect for record purposes only, not for review or approval. 1.03 SUBMITTALS: Refer to Section 01300 for procedures. A. Shop Drawings: Submit for Work of this Section, including welding, accessories, and fastenings. Fully detail minor connections and fastenings not indicated or specified to meet the required conditions. Include a detailed sequence plan for shop and field welding that minimizes locked-in stresses and distortion. Submit drawings in a sequential manner; typical details, anchor bolt layout, plan sheets, and member details. All individual items of structural steel shall be cross-referenced by grid location. B. Weld Procedures: Submit to structural engineer for a cursory review weld procedures, indicating joint details and tolerances, preheat and interpass temperature, post heat treatment, single or multiple pass, electrode type and size, welding current,polarity and amperes and root treatment. Complete review and approval shall be preformed by the Owner's Special Inspector. C. Manufacturer's Mill Certificate: Submit certifications that the products delivered to the site meet or exceed specified requirements. D. Mill Test Reports: Submit manufacturer's certificates indicating tensile strength and elongation's for bolts, nuts, washers, connectors and all steel sections. E. Charpy-V-Notch (CVN) Impact Tests: Submit certified copies of Charpy-V- Notch (CVN) Impact Tests by manufacturer for applicable steel members and components. 1. Charpy-V-Notch(CVN) Impact Test For Base Metal: All shapes and plates for truss members and braced frame and rigid frame column members which have a thickness dimension of 1-1/2" or greater shall be subjected to Charpy-V-Notch(CVN) impact tests per ASTM E23 and ASTM A673 Exception: Rolled shapes listed under Groups 4 and 5 of Table 2,pages 1-8 of the 9th edition of the AISC Manual of Steel Construction shall have the Charpy-V-Notch test as specified above,performed on flange material at the juncture of the web and flange. 2. Charpy-V-Notch tests shall be performed by the manufacturer employing Test Frequency(P)per ASTM A673 and utilizing standard specimen sizes shown in Figure 6 of ASTM E23. The absorbed energy in a CVN impact test shall not be less than indicated by the formula: CVN =Fy(t+0.25)/5.45 =ft.lb. -CVN minimum average value shall be 20ft. -lb. CITY OF VERNON—Tenant Improvement Structural Steel City Attorney&Administration Offices 05120 -4 Vernon, California Where:Fy = Specified Yield Stress (ksi) t = Material Thickness CVN = ft. lb. Of absorbed energy when tested at a temperature of 70 degrees Fahrenheit. Components requiring mandatory toughness requirements shall be designated on the Contract Drawings and on the steel shop drawings. F. Welder's Certificate: Field welders shall be licensed in accordance with AWS and local building officials. 1.04 PRODUCT DELIVERY AND HANDLING: A. Protect Materials from damage during shipping, handling and storage on the site. Steel showing dents, creases, deformations, weathering, or other defects are not acceptable. B. Welding Electrodes: Deliver to site in unbroken packages bearing manufacturer's name and label identifying the contents. 1.05 JOB CONDITIONS: A. Site Measurements: Take such field measurements as may be required. Report any major discrepancy between Drawings and field dimensions to the Architect. B. Protection of Floors: Exercise caution to protect floors and adjacent Work from damage. Do not overload floors. Use rubber-tired equipment to handle and move steel. Do not place steel members directly on floor; use pads of timber or like material for cushioning. C. Temporary Flooring: Provide the necessary temporary planking, scaffolding, and flooring in connection with erection of structural steel or support of erection machinery. Conform use of temporary floors to Code. D. Connection of Steel Decking Temporary Flooring: Temporarily weld steel decking to supports where used as a working platform. Distribute concentrated loadings from welding machines or other heavy machinery with planking or equal. Replace decking that is damaged by use as a working platform at no extra cost to Owner. PART 2 - PRODUCTS 2.01 BASIC MATERIALS: Furnish materials conforming to the following: Wide Flange Shapes: ASTM A572 Grade 50 or ASTM A992. Plates, Channels, WT's ASTM A36 Unless Noted Otherwise. Plates, including base plates, CITY OF VERNON—Tenant Improvement Structural Steel City Attorney&Administration Offices 05120 - 5 Vernon, California stiffener plates, continuity plates, doubler plates and shear tabs used in Moment Frame members ASTM A 36 Grade 50 Unless noted Otherwise. Shear Tabs used in Drag Members ASTM A36 Unless Noted Otherwise. All steel base plates ASTM A 36 Unless Noted Otherwise. Steel Pipe and Tubing: ASTM A500 Grade B. Anchor Bolts and Nuts: ASTM F1554 36 ksi. Unless Noted Otherwise. High-Strength Bolts, Nuts, and Washers: ASTM A325 and anchor bolts indicated on Drawings. Electrodes: AWS D5.1, E70XX Series as required for intended use. Primer: See paragraph 2.04 this Section or equal. Non-Shrink Grout: Master Builders "Embeco", or equal, non- gas-forming type, free of oxidizing catalysts and inorganic accelerators,performance characteristics when mixed to fluid consistency meeting CRD-C-79 and CRD- C-588, non-staining type in exposed areas. 2.02 GENERAL FABRICATION REQUIREMENTS: Conform to the approved submittals, Reference Standards as applicable to the Work, and the requirements herein. Fabricate and form the Work to meet actual installation conditions as verified at the site. A. Cleaning and Straightening: Thoroughly wire brush material, clean of loose mill scale and rust, and straighten by methods that will not injure the steel prior to fabrication. Remove twists or bends after punching or working the component parts of a member before the parts are assembled. Produce finished members free from twists, bends, and open joints when erected. B. Contact: Pin components parts of built-up members and rigidly maintain in close contact using clamps or temporary bolting during welding operations. Accurately mill compression bearing surfaces of joints depending on contact bearings or saw cut square to axis, or as detailed. Cut other joints straight and true. C. Joining: Provide members of sizes, weights, shapes, and arrangements indicated, closely fitted and finished true to line and in precise position as necessary to allow proper joining of parts in the field. Drifting to enlarge unfair holes is not allowed without prior approval. D. Drilling, Punching, and Reaming: Hole burning to make or enlarge previous holes is not allowed. Prepare required holes in structural steel members for attachment or passage of Work of other trades. Where allowed, steel may be punched 1/16" larger than the nominal diameter of the bolt when thickness of the CITY OF VERNON—Tenant Improvement Structural Steel City Attorney&Administration Offices 05120 - 6 Vernon, California steel is equal to or less than the diameter of the bolt plus 1/8". Where the steel is thicker than the diameter of the bolt plus 1/8", the holes shall be drilled or sub- punched and reamed. Diameter of sub-punched holes, and the drill for sub-drilled holes, shall be 1/16" smaller than the nominal diameter of bolt to be installed. Precisely locate finished holes to ensure passage of all bolts through steel assemblies without drifting. Enlarge holes only by reaming. Poor matching of holes is cause for rejection. E. Holes For Anchor Bolts: Punch and drill or ream the holes in base and bearing plates. Do not make or enlarge the holes by burning except for grouting holes in column bases. F. Base Plates: Press or mill column base plates 4" thick or under for a straight contact bearing between plate and column. G. Gas Cutting: Use of a cutting torch is allowed where the metal being cut is not stressed during the operation, and provides stresses are not transmitted through a flame-cut surface. Make gas cuts with a smooth regular contour. Deduct 1/8" from the width of gas cut edges to determine the effective width of members that are gas cut. Make the radius of reentrant gas cuts as large as possible,but 1" minimum. 2.02 CONNECTIONS: A. Common Bolts: Make connections with common bolts only where indicated. B. High-Strength Steel Bolting: For joints connected by high-strength steel bolts, hardened washers, and nuts tightened to a high tension, the materials, methods of installation and tension control, type of wrenches, and inspection shall conform to the Reference Specification and the following requirements: 1. High-strength bolts shall have a suitable identifying mark placed on top of the head before leaving the factory. 2. Tightening of nuts shall be done with properly calibrated wrenches or by the turn-of-the-nut method. Minimum bolt tension for the size of bolt used shall conform to tables listed in Reference Specification. 3. Calibrated wrenches shall be checked individually for accuracy at least once daily for actual conditions of application. 4. Fully tightened bolts shall be marked with identifying symbol. 5. Hardened washers shall be installed as per AISC Standards. 6. Clean all contact surfaces of bolted parts and threads free of scale, slag, burrs, and pits, or dirt,paint, or other foreign material or defects, which would prevent solid seating of parts. 7. Bolt lengths shall be the grip plus 1-1/4". CITY OF VERNON—Tenant Improvement Structural Steel City Attorney&Administration Offices 05120 - 7 Vernon, California C. Load Indicator Washers as manufactured and licensed by either Cooper and Turner or Bethlehem Steel may be used for the field installation of the high- strength bolts. Load indicator washers may not be substituted for any required washer,but may be used in conjunction with the required washers. Conform tightening to Paragraph 5e of the Ref Spec. After sufficient bolts in a joint are snugged to bring the members into close contact, tightening shall progress from the most rigid part to the free edges until the load indicators on all bolts are closed to the required gap of 0.015" under bolts heads or 0.010" under the nuts. Do not completely close the gap to prevent overtightening and damage to the bolts. D. Tension Set or Load Indicator Bolts, Nuts, and Washers as manufactured by Cold Form Specialties or Bethlehem Steel may also be used for field installation of the high-strength bolts. In multi-bolt joints, the nuts shall be tightened in stages (a little at a time) without breaking the spline in any of them until the final stage, to minimize slackening of the installed bolts. 2.03 WELDING: Conform to AWS D1.1, as modified by referenced AISC Standards, and as indicated or noted on the Drawings. Employ certified welding operators who are thoroughly trained and experienced in arc welding and produce uniformly reliable groove and fillet welds in flat, vertical, and overhead positions, and make neat and consistent welds. Weld structural steel joints by the shielded electric-arc method unless otherwise shown or specified. Provide inspection and testing of welds as required under Article "Field Quality Control" hereinafter. A. Weld Finishing: Grind exposed welds subject to contact to smooth surfaces free of holes, slag, or other defects, flush with the adjoining surfaces. No finish treatment is required for permanently concealed welds and other exposed welds. B. Storage and Care of Electrodes: Coatings of low-hydrogen type electrodes shall be thoroughly dry when used. Use electrodes as taken from hermetically sealed packages within 4 hours of the time the package is opened. Electrodes not used within this 4 hour period, and electrodes that have been exposed more than one hour to air having a relative humidity of 75% or greater, shall be dried for at least two hours at a temperature of 200 to 250 degrees Fahrenheit before they are used, or shall be reconditioned according to the manufacturer's recommendations. Electrodes so dried or reconditioned not used within 4 hours after drying is completed shall be redried before use. Electrodes of any class that have been wet shall not be used under any conditions. C. Preparation: Clean surfaces to be welded of paint, grease, oil, mill scale, and all foreign matter. Clean weld each time the electrode is changed. Chip entire surface of hand guided and controlled flame cut edges before welding. Surfaces prepared with automatic or mechanically guided and controlled equipment need not be ground or chipped before welding. CITY OF VERNON—Tenant Improvement Structural Steel City Attorney&Administration Offices 05120 - 8 Vernon, California D. Lamination Checking: Prior to welding,ultrasonically test column materials greater than 1-1/2" in thickness for lamination within 12" (6" on each side) of a direct groove weld from column splices and girder flange connections. Conform to the ultrasonic testing procedures specified under "Field Quality Control" hereinafter. E. Procedures: During assembling and welding, hold components of a built-up member with adequate clamps or other means to keep parts straight and in close contact. Do no welding in wind until adequate protective screening has been set up. Cut out defective welds or parts of welds with a chisel or air arc and replace. F. Characteristics of Welds: Completed welds shall be wire brushed and shall show uniform section, smoothness of welded metal, feather edges without undercuts or overlays, and freedom from porosity and inclusions. Visual inspection at edges and ends of fillet welds shall show good fusion and penetration into base metal. 2.04 SHOP PRIMING: Clean all exterior exposed steel in accordance with SSPC-SP6 Commercial Blast Clean. Apply Tnemec 90-97 Tneme-Zinc (or approved equal)to all exterior exposed surfaces @ 2.5 to 3.5 mils DFT. 90-97 meets AISC slip coefficient requirements as a Class B rating. Clean all interior steel in accordance with SSPC-SP2 Hand Tool Clean and/or SSPC-SP3 Power Tool Clean. Apply Tnemec 10-99 Primer(or approved equal)to all interior steel surfaces @ 2.0 to 3.5 mils DFT. Do not prime the following: 1. Steel surfaces to be welded and embedded in concrete or masonry. 2. Permanently concealed structural steel surfaces. 3. Contact surfaces of high-strength bolted connections. PART 3 -EXECUTION 3.01 ERECTION OF STRUCTURAL STEEL: Brace and secure structural steel until permanent connections are completed. Provide accessories and fasteners to secure steel in place as indicated and required. Conform to Code, AISC Standards, and erection and bracing plan and procedure. A. General: Employ qualified riggers and plan erection to require minimum cutting. Erect members plumb, true to line and level, and in precise positions. Provide temporary bracing and guying to resist loads and stresses to which the structure maybe subjected, including those due to erection equipment and its operation. B. Damaged Members: During erection, straighten or replace members which are bent, twisted, or damaged as directed, if heating is required, perform the heating by methods that ensure a uniform temperature throughout the entire member. CITY OF VERNON—Tenant Improvement Structural Steel City Attorney&Administration Offices 05120 - 9 Vernon, California When directed, remove the members that are damaged to an extent impairing appearance, strength, or serviceability and replace with new members at no extra cost to the Owner. C. Anchor Bolts: Furnish and deliver with setting drawings and templates. Verify position of bolts prior to fabrication of base plates and delivery of steel; report all errors or deviation for correction. Remove templates before setting columns. D. Columns: Set column bases in exact position for alignment, plumb and straight, supported on adjustable bolt supports or shims until grout has set. Set center of base true to column center within 1/16" and adjust height exactly. Maintain bases at exact position and level during grouting. Fill grout space solid with non-shrink grout. E. Connections: Maintain steel in correct position during welding and bolting, and provide for dead loads, wind, and all erection stresses. Do no welding or final bolting until members have been aligned and plumbed. 1. Field Welding. Conform to requirements under Part 2 of this Section. 2. Common Bolts. Tighten and upset bolt threads to preclude loosening, or use approved self-locking nuts. 3. High-Strength Bolting. Conform to requirements under Part 2 of this Section. F. Tolerances: Erect members to tolerances conforming to referenced AISC Standards and Code, except as follows: 1. Vertical Dimensions. Measured from top of beams at their connections at any column, variation not more than 1/4" plus or minus per story or, when variations are accumulative from floor to floor, not exceeding 3/8" per story exclusive of column shortening due to dead load. G. Plumb Displacement: Center line of columns from established column line, no more than 1" toward or away from established center line. 1. Floor Elevation will be considered level if floor framing members on any one floor, measured from top of column connections, do not vary more than 1/2" plus or minus. 2. Horizontal Dimension Variances. Governed by column plumb displacement. 3.02 FIELD TOUCH-UP PAINTING: After erection and connections are approved, clean all connections to be painted and damage to shop painted surfaces, and apply a field touch- up coat of same metal primer used for shop coat. CITY OF VERNON—Tenant Improvement Structural Steel City Attorney&Administration Offices 05120 - 10 Vernon, California 3.03 QUALITY CONTROL: Refer to Section 01400. A. Inspection: According to Reference Standards. The Inspector shall visually inspect welds, shall be present to inspect and approve all groove, multi-pass, and penetration welding, shall inspect high-strength bolting performed in the fabricator's shop or at the site, and shall inspect all erection including the grouting under base plates. B. Tests of Welding and Bolting: The Testing Laboratory shall inspect all shop and field welding and high-strength bolting, conform to requirements of Code and the Building Department, and certify in writing, after completion of the Work, that all welding and high-strength bolting have been performed in accordance with the Drawings, Specifications, and Code. C. Inspection of High-Strength Bolts: The Testing Laboratory shall check the bolt tightness on a minimum 10% of bolts, selected at random, for each high- strength bolted joint. Inspection procedure shall conform to the Ref Spec. D. Inspection of Groove Welds: Testing Laboratory shall inspect all groove welded connections of column to column, column to girder, girder to girder, and like connections by ultrasonic or other approved non-destructive tests. Conform to Building Department Requirements for reinspection of welds after installation. 1. Ultrasonic Testing shall be performed by a specially trained and qualified technician who shall operate the equipment, examine welds, and maintain a record of welds examined, defects found, and disposition of each defect. All defective welds shall be repaired and costs for retesting defective welds shall be paid by the Contractor. 2. Rate of Testing. Initially, all welds requiring ultrasonic testing shall be tested at a 100%rate to establish the qualifications of each individual welder. The frequency of testing may be reduced to 25%rate if rejectable defects occur in less than 5% of tested welds. If the rate of rejectable defects increases to 5% or more, 100%testing shall be performed until the defect rate is reduced to less than 5%. The percentage shall be calculated for each welder independently. 3. Backing Strips. Contractor shall remove backing strips whenever ultrasonic indications arising from weld roots can be interpreted as either a weld defect or the backing strip and, if no root defect is visible, weld shall be retested. If no defect is indicated on this retest, and no significant amount of the base and weld metal have been removed, the joint needs no further repair or welding. If a defect is indicated, it shall be repaired. Contractor shall bear the cost of removals. CITY OF VERNON—Tenant Improvement Structural Steel City Attorney&Administration Offices 05120 - 11 Vernon, California 4. Questionable Root Indications that prove not to be defective welds shall not count against the welder to increase the test rate. 5. Ultrasonic Instrumentation shall be calibrated by technician to evaluate the quality of the welds in accordance with AWS D1.1, Sections 5 and 6. END OF SECTION CITY OF VERNON—Tenant Improvement Load-Bearing Metal Studs City Attorney&Administration Offices 05410 - 1 Vernon, California SECTION 05410 LOAD-BEARING METAL STUDS PART 1 - GENERAL 1.01 DESCRIPTION: Division 1 applies to this Section. Provide load-bearing metal studs complete as indicated, specified, and required. A. Work In This Section: Principal items include: 1. Load-bearing metal studs. 2. Metal backing plates for securing materials of other trades. B. Related Work Not In This Section: 1. Testing and inspection. 2. Structural steel. 3. Metal support systems. 4. Thermal and sound insulation. 5. Firestopping. 1.02 SUBMITTALS A. Product Data: Submit manufacturer's catalog data for each item proposed for installation. B. Certificates: Furnish manufacturer's certification that materials meet or exceed Specification requirements. 1.03 QUALITY ASSURANCE A. Comply with following as a minimum requirement: 1. AISI- Specifications for Design of Cold Formed Steel Structural Members. 2. Welds shall be performed by AWS certified welders. Welding shall be performed in accordance with requirements of American Welding Society (AWS) Structural Welding Code-Steel D1.1 and D1.3. Structural welding Code-Sheet Steel. 3. Welding shall be inspected by a special inspector, approved by DSA to inspect Work of this section. The IOR shall be responsible for monitoring work of special inspector to ensure that inspection program is satisfactorily completed. 4. ASTM A 924—Standard Specification for General Requirements for Steel Sheet Metallic-Coated by Hot-Dip Process CITY OF VERNON—Tenant Improvement Load-Bearing Metal Studs City Attorney&Administration Offices 05410 - 2 Vernon, California 5. ASTM A 1003 —Standard Specification for Steel Sheet, Carbon, Metallic- and Nonmetallic-Coated for Cold-Formed Framing Members. 6. ASTM A 1008—Standard Specification for Steel Sheet and Strip, Hot- Rolled, Carbon, Structural High-Strength Low-Alloy, and High-Strength Low-Alloy with Improved Formability. 7. ASTM C 954— Standard Specification for Load-Bearing (Transverse and Axial) Steel Studs, Runners (Tracks) and Bracing or Bridging for Screw Application of Gypsum Panel Products and Plaster Bases. 8. ASTM C 955 — Standard Specification for Load-Bearing (Transverse and Axial) Steel Studs, Runners (Tracks), and Bracing or Bridging for Screw Application of Gypsum Panel Products and Metal Plaster Bases. 9. ASTM A 653 —Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy Coated(Galvannealed)by Hot Dip Process. 10. ASTM C 1007— Standard Specification for Installation of Structural (Axial and Transverse) Steel Framing Members and Accessories. 11. ASTM E 488 — Standard Test Methods of Strength Anchors in Concrete and Masonry. 12. ASTM E 1190— Standard Test Methods for Strength of Power-Actuated Fasteners Installed in Structural Members. B. Tolerances: Install walls and partitions on straight lines, plumb, free of twists or other defects, and contacting a 10-foot straightedge for its entire length at any location within a 1/8-inch tolerance. Install horizontal framing level within a tolerance of 1/8 inch in 12 feet in any direction. 1.04 DELIVERY, STORAGE AND HANDLING A. All materials shall be delivered in their original unopened packages and stored protected from damage. Do not store material directly on grade. Provide adequate support to prevent bowing of material prior to installation. B. Store welding electrodes in accordance with AWS D12.1. PART 2 -PRODUCTS 2.01 MANUFACTURERS A. Provide studs, tracks,joists and accessories manufactured by one of following: 1. Dale/Incor. 2. Dietrich Industries, Inc. 3. Marino/Wade. 4 Cemco. 5. Current members of Steel Stud Manufacturers Association(SSMA). CITY OF VERNON—Tenant Improvement Load-Bearing Metal Studs City Attorney&Administration Offices 05410 - 3 Vernon, California B. Special Connection Accessories: Products manufactured by The Steel Network, Inc., or equal. 2.02 MATERIALS A. Light Gage Metal Framing: 1. Metal framing shall be formed from corrosion resistant-steel conforming to requirements of ASTM A 653, 50-ksi minimum unless noted otherwise. 2. Metal framing shall be zinc coated in conformance to requirements of ASTM A 926, G60. 3. Metal framing shall be manufactured in conformance to ASTM C 955. 4. Install metal framing per ASTM C 1007, Standard Specification for Installation of Load-Bearing(Transverse and Axial) Steel Studs and Related Accessories. B. Gages and properties of studs shall be as indicated on Drawings. C. Mechanical anchors to concrete and masonry shall be metal cinch at least 3/8 inch in diameter threaded bolt head type. Anchor bolts to be installed in concrete shall be hook type 1/2-inch diameter or more. Unless otherwise indicated. D. Mechanical anchors to metal framing shall be No. 10 self-tapping and self- drilling wafer-head screws unless noted otherwise. E. Accessories: Special top tracks, angles, fasteners, and strips of gypsum wallboard, as required for fire rating assembly required at each condition. F. Mineral Wool: Refer to Section 07270 Firestopping for additional materials and requirements, i.e. Thermafiber Safing Insulation. PART 3 -EXECUTION 3.01 INSTALLATION A. Install plumb and true. Install necessary accessories for proper installation. B. Anchor top and bottom runner track to ceiling or roof structure overhead and to floor structure below. C. Install studs squarely in top and bottom runner track with firm abutment against track webs. D. Align and plumb studs, and fasten to flanges of both top and bottom runner tracks. CITY OF VERNON—Tenant Improvement Load-Bearing Metal Studs City Attorney&Administration Offices 05410 -4 Vernon, California E. Provide 3 studs minimum at corners of stud walls. Locate so as to provide surfaces for attachment of interior and exterior facing materials. F. Members not indicated to be welded together shall be attached with manufacturer recommended screws with minimum one screw at each flange of stud to top and bottom track. Wire tying of framing members is not permitted. G. Provide lateral bracing and bridging in accordance with manufacturer's written recommendations, or as shown on the drawings, or as required by CBC. H. Intersecting walls and partitions, whether load-bearing or not, shall be connected. I. Splices in axially loaded studs are not permitted. J. Splice or butt-weld butt joints in runner tracks. No splices are permitted in tracks over lintels, diaphragm sheathing, or diagonal bracing. K. Weld connections by fillet welds or plug welds in accordance with AWS recommended procedures and practices. L. Touch-up field abrasions and welds with galvanizing touch-up material. M. Studs that frame door openings shall be clipped to floor with clips as noted on drawings. Each clip to have two fasteners into studs and two fasteners into floor. N. Provide additional joists or blocking adjacent to exterior and interior walls, openings and elsewhere as required to provide support for indicated ceiling construction. O. Provide an additional joist under parallel partitions where partition length exceeds 1/2 joist span and around floor and roof openings, which interrupt one or more spanning members. 3.02 QUALITY CONTROL A. Welding Inspection: 1. Inspection of field welding operations shall be performed by special inspector. 2. The special inspector shall inspect material, equipment,procedures, welds, and welder qualifications. CITY OF VERNON—Tenant Improvement Load-Bearing Metal Studs City Attorney&Administration Offices 05410 - 5 Vernon, California 3.03 CLEAN UP A. Remove rubbish, debris, and waste materials and legally dispose of off Project site. 3.04 PROTECTION A. Protect Work of this section until Substantial Completion. END OF SECTION CITY OF VERNON—Tenant Improvement Metal Fabrications City Attorney&Administration Offices 05500 - 1 Vernon, California SECTION 05500 METAL FABRICATIONS PART 1 - GENERAL 1.01 DESCRIPTION: Division I applies to this Section. Provide miscellaneous metal fabrications complete as indicated, specified, and required. A. Work In This Section: Principal items include: 1. All other miscellaneous metal fabrications required to complete the Work. B. Related Work Not In This Section: 1. Finish painting. 2. Setting of anchor bolts and inserts in concrete. 3. Steel backing plates. 4. Ornamental metals. 1.02 QUALITY ASSURANCE: A. Reference Standards: Conform to the following as applicable: 1. AISC Standards: Code of Standard Practice for Steel Buildings and Bridges; Specification for the Design, Fabrication and Erection of Structural Steel for Buildings; and Steel Construction Manual. 2. AWS Standards: AWS D1.1, Structural Welding Code. 1.03 SUBMITTALS: Refer to Section 01300 for procedures. A. Shop Drawings: Submit Shop Drawings fully detailing all Work of this Section, including accessories, fastenings, and welding. Include minor connections and fastenings not indicated or specified to meet required conditions; indicate in detail on Shop Drawings. B. Samples: Submit samples for Architect approval. 1.04 PRODUCT DELIVERY AND HANDLING: Protect materials from damage during shipping, handling and storage. Work showing dents, creases, deformations, weathering, or other defects is not acceptable. Deliver welding electrodes to site in unbroken packages bearing manufacturer's name and contents identification. 1.05 JOB CONDITIONS: Verify conditions according to Section 01400. Verify all field measurements as required. Report any major discrepancy between the Drawings and field dimensions to Architect before fabrication of Work. Exercise caution to protect concrete floor surfaces and adjacent Work from damage. CITY OF VERNON—Tenant Improvement Metal Fabrications City Attorney&Administration Offices 05500 -2 Vernon, California PART 2 - PRODUCTS 2.01 BASIC MATERIALS: Furnish materials conforming to the following: Steel angles and channels: ASTM A36. Other steel shapes: ASTM A36/A572 (fy--50ksi) dual steel or ASTM A572 (fy--50ksi) Steel tubing: ASTM A500 or ASTM A501 Steel pipe: ASTM A120 standard weight for general use; ASTM A53 Grade B where used for structural purposes. Aluminum: 6063-T6 alloy mill finish. Bolts and nuts: ASTM A325-N. (Threads may be included in the shear plane) Electrodes: AWS D5.1, E70XX Series as required for intended uses,unless noted otherwise. E70T-4 electrodes shall not be used. Primer: Red Oxide Primer or equal. Non-shrink grout: Master Builders "Embeco", W. R. Grace "Vibro-foil', or equal. Galvanizing: ASTM A123, hot dip, 2.0 ounce psf on actual surface with minimum 1.8 ounce on any specimen. Galvanizing repair material: All States Galvanizing Powder, Drygalv by American Solder and Flux, or equal hot applied material, or anodic zinc-rich galvanizing repair paint conforming to MIL-P-21035. 2.02 GENERAL FABRICATION REQUIREMENTS: Conform to the approved submittals, reference standards as applicable to the Work, and the requirements herein. Fabricate and form the Work to meet actual installation conditions as verified at the site. Obtain necessary templates and information and provide all holes and drilling indicated or required for securing Work of other trades to metal fabrications. A. Welding: Conform to AWS D1.1, as modified by referenced AISC Standards, and as indicated or noted on Drawings. Unless otherwise indicated or specified, weld joints by shielded electric-arc method. Grind exposed welds subject to contact to smooth surfaces free of holes, slag, or other defects, flush with adjoining surfaces. No finishing treatment is required for permanently concealed welds and other exposed welds except as specified herein. Cut out defective welding with chisel or air arc and replace. B. Shop Priming: Clean all exterior exposed steel in accordance with SSPC-SP6 Commercial Blast Clean. Apply Tnemec 90-97 Tneme-Zinc (or approved equal) to all exterior exposed surfaces @ 2.5 to 3.5 mils DFT. 90-97 meets AISC slip coefficient requirements as Class B rating. Clean all interior steel in accordance with SSPC-SP2 Hand Tool Clean and/or SSPC-SP3 Power Tool Clean. Apply CITY OF VERNON—Tenant Improvement Metal Fabrications City Attorney&Administration Offices 05500 - 3 Vernon, California Tnemec 10-99 Primer(or approve equal) @ 2.0 to 3.5 mils DFT. Do not prime galvanized items or items embedded in concrete or masonry. C. Galvanizing: Galvanize specified items after fabrication is completed. Produce coating free of roughness, whiskers, unsightly spangles, icicles, barbs, sags, and other surface blemishes. D. Miscellaneous Items: Fabricate items not specifically mentioned according to the Drawings, approved Shop Drawings, and as required to complete the entire Work. Galvanize exterior items and shop prime interior items unless otherwise shown or specified. PART 3 -EXECUTION 3.01 GENERAL INSTALLATION REQUIREMENTS: A. Grouting: Provide grouting for Work of this Section as shown, specified, and required. Use non-shrink grout and conform to manufacturer's directions. B. Galvanizing Repair: Wire brush welds and damaged coating to clean bright metal. Apply one coat of galvanizing repair paint where surfaces are concealed or are to be finish painted. Use the specified hot-applied galvanizing repair compound where surfaces remain exposed and unpainted. C. Shop Prime Coat Repair: Do not apply metal primer in wet weather unless steel is protected from dampness and is dry. Clean field welds, field bolts, and all damaged shop primer after erection and apply a spot coat of the same primer used for the shop coat. D. Fasteners: Provide fasteners and connectors of approved types as required for the installations, whether or not indicated. Provide galvanized fasteners for galvanized items and for exterior use. 3.02 SPECIFIC ITEMS: List of items hereinafter is not necessarily complete. Check all Drawings, other Sections of the Specifications, and with other trades, and provide miscellaneous metal fabrications as required to complete the entire Work. A. Custom Fabrications: Fabricate as shown, exposed surfaces given a finish as selected by Architect. After installation polish. Match the approved Sample. END OF SECTION CITY OF VERNON—Tenant Improvement Ornamental Metals City Attorney&Administration Offices 05700 - 1 Vernon, California SECTION 05700 ORNAMENTAL METALS PART 1 - GENERAL 1.01 DESCRIPTION: Division 1 applies to this Section. Provide all ornamental metal(s) items complete as indicated, specified and required. A. Work In This Section: Principal items include: 1. Ornamental items as indicated on drawings or required to complete any and all ornamental metal items complete. B. Related Work Not In This Section: 1. Metal fabrications. 2. Structural supports to receive architectural metal items. 3. Sheet metal as specified in Section 07600. 4. Painting or metal finishes. 1.02 QUALITY ASSURANCE: A. Qualification of Fabricator: All Work of this Section shall be fabricated and installed by a specialist architectural metals fabricator, whose qualifications and experience are subject to Owner's review. 1.03 SUBMITTALS: Refer to Section 01300 for procedures. A. Shop Drawings: Showing complete details for all Work of this Section. For panel siding, showing details of anchorage and attachments not indicated, all provisions for expansion and contraction control, preparation for Work of other trades, architectural metal installations conform to Code. B. Samples: Submit minimum 24" square Samples, connections and fasteners, plates including a connecting joint, finished as specified, and joint finished with sealant, and submit such other Samples Architect may request. PART 2—PRODUCTS: 2.01 STEEL, RODS, TUBING, SHAPES, CABLE AND CLIPS, CLADDING PLATES: Conforming to ASTM A36, A500 and A501, metalized 20 gage minimum unless otherwise specified and as required to meet building code requirements, temper best suited for the purpose. Finish as scheduled on drawings or as selected by Architect. Size and shape as indicated, thickness as required and approved by Architect. CITY OF VERNON—Tenant Improvement Ornamental Metals City Attorney&Administration Offices 05700 -2 Vernon, California 2.02 CUSTOM FABRICATED ITEMS: Fabricate in accordance with details on drawings and SMACNA requirements for each item. Provide to Architect shop drawings for approval prior to fabrication. Fabricate from materials using the proper alloy, oz. and thickness to prevent oil canning or telegraphing of any concealed fastener. Finish shall be as scheduled on drawings. Install in accordance with approved shop drawings. 2.03 FASTENERS: Where in connection with Steel, heat-treated aluminum or Type 316 non- magnetic stainless steel. Finish exposed fasteners to match the adjoining painting surfaces. Provide screw type fasteners. Do not place fasteners on exposed surfaces unless indicated on the Drawings or on approved Shop Drawings. Design connections to use concealed fasteners wherever feasible. 2.04 WELDING: Conform to AWS D1.1, as modified by referenced AISC Standards, and as indicated or noted on Drawings. Unless otherwise indicated or specified, weld joints by shielded electric-arc method. Grind exposed welds subject to contact smooth surfaces free of holes, slag, or other defects, flush with adjoining surfaces. No finishing treatment is required for permanently concealed welds and other exposed welds except as specified herein. Cut out defective welding with chisel or air arc and replace. A. Galvanizing Repair: Wire brush welds and damaged coating to clean bright metal. Apply one coat of galvanizing repair paint where surfaces are concealed or are to be finish painted. Use the specified hot-applied galvanizing repair compound where surfaces remain exposed and unpainted. 2.05 SHOP PRIMING: Clean all exterior exposed steel in accordance with SSPC-SP6 Commercial Blast Clean. Apply Tnemec 90-97 Tneme-Zinc (or approved equal)to all exterior exposed surfaces @ 2.5 to 3.5 mils DFT. 90-97 meets AISC slip coefficient requirements as a Class B rating. Clean all interior steel in accordance with SSPC-SP2 Hand Tool Clean and/or SSPC-SP3 Power Tool Clean. Apply Tnemec 10-99 Primer(or approved equal)to all interior steel surfaces @ 2.0 to 3.5 mils DFT. 2.06 PAINT FINISH: Refer to Section 09900 for application procedures. PART 3 -EXECUTION 3.01 INSPECTION: Article "Verification of Conditions", and report to Architect in writing those conditions that prevent or interfere with correct installation of Work of this Section. 3.02 INSTALLATION: Install and connect materials according to drawings and approved submittals. Carefully erect materials and check for correct alignment before completing permanent connections. Tighten fasteners to firm pressure without over-stressing oil canning or distorting connected materials. After installing, caulk all exposed joints in accordance with Section 07900 using sealant of color matching finish color. Remove defaced or damaged items and provide sound proper replacements as directed and approved, at no extra cost to Owner. CITY OF VERNON—Tenant Improvement Ornamental Metals City Attorney&Administration Offices 05700 - 3 Vernon, California 3.03 ISOLATION: Isolate all dissimilar metals and materials other than non-magnetic stainless steel. Conceal all isolation in finished Work. 3.04 CLEANING: Upon completion, clean and polish all surfaces and leave ready for service. END OF SECTION CITY OF VERNON—Tenant Improvement Rough Carpentry City Attorney&Administration Offices 06100 - 1 Vernon, California SECTION 06100 ROUGH CARPENTRY PART 1 - GENERAL 1.01 DESCRIPTION: Division 1 applies to this Section. Provide rough carpentry as indicated, specified, and required. A. Work In This Section: Principal items include: 1. Blocking,backing, nailers, grounds stripping, and like items as indicated, and required for securing other Work. 2. Rough hardware. 3. Lumber treatments as specified. PART 2 - PRODUCTS 2.01 MATERIALS: A. Standard Grade Douglas Fir: Non-structural wood furring, blocking, striping, grounds, and miscellaneous nailers and backing, grade-marked per WCLIB Grading Rules 16 or equivalent grade-mark by WWPA. B. Nails: Common wire nails, galvanized for roof blocking and nailers. C. Bolts: ASTM A307, galvanized for exterior items and where embedded in concrete or masonry. Provide matching washers as required. D. Lumber Treatments: 1. Pressure Preservative Treatment: Pressure treat wood items resting on or embedded in concrete or masonry, and blocking and nailers for roof insulation and flashings, in accordance with American Wood Preservers Association Standard treated lumber bearing mark of approved testing agency. Do not use creosote. Re-dry as necessary to maximum 14% moisture content. 2. Fire-Retardant Treatment is required for all blocking and nailers in metal framed walls, partitions, and ceilings, and where required by the Building Code. Pressure treat to flame spread rating of 25 or less and fuel contribution of 30 or less when tested in accordance with ASTM E84, each piece bearing the UL label of conformance. Re-dry to maximum 14%moisture content. CITY OF VERNON—Tenant Improvement Rough Carpentry City Attorney&Administration Offices 06100 -2 Vernon, California PART 3 -EXECUTION 3.01 WORKMANSHIP: Provide and securely fasten wood nailing strips,plates,blocking, and like items indicated or required. Bolt wood nailing strips and blocking in connection with metal. Recess bolt heads and nuts below surface, and provide washers where bearing directly on wood. END OF SECTION CITY OF VERNON—Tenant Improvement Finish Carpentry City Attorney&Administration Offices 06200 - 1 Vernon, California SECTION 06200 FINISH CARPENTRY PART 1 - GENERAL 1.01 DESCRIPTION: Division 1 applies to this Section. Provide finish carpentry complete as indicated, specified and required. A. Work In This Section: Principal items include: 1. Plastic laminate finished cabinets and casework. 2. Solid surface decorative synthetic countertops and splashes. 3. Back priming to extent specified. 4. Telephone and electrical backboards. 5. Installation of wood doors and frames. 6. Installation of finish hardware except as otherwise specified. B. Related Work Not In This Section: I. Finish painting. 2. Furnishing wood doors. 3. Furnishing finish hardware for doors. 4. Ornamental metals as specified in Section 05700. 1.02 QUALITY ASSURANCE: Work of this Section shall conform to the Manual of Millwork of the Woodwork Institute (WI), Current Edition, or Architectural Woodwork Institute, (AWI), Current Edition, grades as specified herein or indicated. A. High-Pressure Decorative Laminate: NEMA LD 3, grades as indicated, or if not indicated, as required by woodwork quality standard. 1. Manufacturer: Subject to compliance with requirements, provide high- pressure decorative laminates by one of the following: a. Wilson Art. b. Formica. C. Caesarstone. 1.03 SUBMITTALS: Refer to Section 01300 for procedures. A. Fabricator: The cabinet maker is to be approved by the Owner prior to start of Work. B. Shop Drawings: Submit for following items, bearing the WI Certified Compliance Grade Stamp. I. Show locations of steel backing plate or wood blocking required for the anchoring of cabinets, casework, and other Work of this Section. This CITY OF VERNON—Tenant Improvement Finish Carpentry City Attorney&Administration Offices 06200 -2 Vernon, California work to be done by others. 2. Plastic laminate finished cabinets and casework, each typical type. 3. Decorative synthetic countertops and splashes, each typical. 4. Custom fabricated wall paneling, cabinets and casework, each typical type. C. Samples and Product Data: Submit the following for selection and approval: 1. Adhesive. Approved type for required installation. 2. Plastic laminate patterns and colors for selections. 3. Catalog data for each proposed cabinet hardware item. 4. Solid Surface Material. "Caesarstone", with all exposed edges polished. PART 2—PRODUCTS 2.01 MATERIALS AND MANUFACTURER: Conforming to WI and AWI Manuals unless otherwise specified. Details on Drawings and requirements specified herein govern arrangement, sizes, construction, and fabrication. In all other respects, manufacture Work of this Section to conform to the WI grades specified. A. Plastic Laminate Finished Cabinets and Casework: WI Section 15 "Premium" or better grade, except where deviations from "Premium" grade are indicated on drawings, with a high pressure plastic laminate for edge banding, white polyester overlay cabinet liner in cabinets and drawers. Low pressure decorative polyester or melamine overlay is not permitted for other uses. B. Decorative Synthetic Countertops: WI Section 17D, "Premium" grade, with all exposed edges polished. Finish smooth as shown on approved Shop Drawings. Provide "Caesarstone" materials as selected by the Owner/Architect. This product shall have a nominal thickness and finish as indicated on drawings or selected by Architect. C. Cabinet Hardware: Conforming to WI Supplement No. 1 to Section 14 and 15 except as modified herein, US26D finish except USP hinges for opaque paint finished items, plus related cabinet hardware as required for completely equipped installations, all of approved types. Include the following: 1. Hinges: Concealed(European Style) or pin hinges as selected by Architect. 2. Door and drawer pulls, wire pull are stainless steel with satin finish as selected and approved by the Architect. 3. Magnetic catches except elbow catches for inactive leaf of locked pairs of doors. 4. Drawer guides, full extension type. 5. Adjustable shelf hardware as required. 6. Base adjusters with covers. 7. Door and drawer locks as indicated. CITY OF VERNON—Tenant Improvement Finish Carpentry City Attorney&Administration Offices 06200 - 3 Vernon, California D. Adhesive: Approved type for required installation. E. Back Priming: Use exterior wood primer or enamel undercoater of type specified in Section 09900, except use a tinted resin sealer on natural finished woodwork with care not to coat exposed surfaces. Back prime the following items: 1. Items so specified. 2. Wood, particleboard, or hardboard against plaster, concrete, or masonry. 3. Concealed surfaces of exterior wood opening frames. PART 3 -EXECUTION 3.01 INSTALLATION OF CABINETS AND CASEWORK: Perform by manufacturer's skilled and experienced mechanics according to the approved submittals, scribed to walls and adjoining surfaces, using first class workmanship throughout. All installation shall conform to Section 26 of the WI Manual of Millwork. A. Fixed Cabinets: Set base and wall cabinets level and straight. Securely fasten to walls or floors with fasteners and anchors as required and approved. Conform anchorages to Code. B. Cabinet Hardware: Fit and install cabinet hardware at the shop. After cabinets are in place, readjust each item and leave in correct working condition. 3.02 INSTALLATION OF FINISH CARPENTRY: A. General: Conform to Drawings, approved submittals, and Section 26 of the WI Manual. Repair all damage as approved. B. Telephone and Electrical Backboards: Install Grade B-B Exterior plywood panels, 3/4" thick by 8-feet high. Secure to walls with stripes of contact adhesive and molly-bolts at 24" centers around perimeter of each panel. Run backboards from top of wall base. C. Wood Work: Provide wood work in single lengths where possible. Make allowance for scribing by cutting on job. Cope or miter corners. Use waterproof glue for all gluing. Species as shown on drawings. 3.03 WOOD ITEMS: Fabricate wood items as indicated on drawings and specified herein, using skilled craftsmen capable of producing first quality work. Wood shall be not more than 19%moisture content at time of fabrication. 3.04 INSTALLATION OF WOOD DOORS: Install door according to NWWDA and WI requirements except as modified herein. Field trimming of prefit doors is not permitted. Fit doors square and plumb with frames with allowance for possible swelling and CITY OF VERNON—Tenant Improvement Finish Carpentry City Attorney&Administration Offices 06200 -4 Vernon, California shrinking, maximum 1/8" clearance at top, edges, and meeting stiles, with 3/8" clearance at sill unless otherwise indicated or required by floor or threshold finish. Round arises to 1/16" radius. Bevel lock stiles for lock and latch hardware. 3.06 INSTALLATION OF FINISH HARDWARE: Install hardware supplied under Section 08710, excluding only hardware specified to be installed at the factory or under other Sections. Drill pilot holes for screws and screw home; hammer driving of screws is not allowed. After installation and fitting, remove finish hardware items on surfaces to be painted, except prime coat items, repack in original containers, and perform final installation, testing, and adjustment after finish painting is completed. Adjust hinges to swing smoothly but not loosely, without sticking or hinge-bound conditions. Adjust other hardware for correct operation. END OF SECTION CITY OF VERNON—Tenant Improvement Building Insulation City Attorney&Administration Offices 07210 - 1 Vernon, California SECTION 07210 BUILDING INSULATION PART 1 - GENERAL 1.01 DESCRIPTION: Division 1 applies to this Section. Provide building insulation complete as indicated, specified, and required. A. Work In This Section: Principal items include: 1. Thermal batt insulation for exterior walls and under floor and roof deck and above ceilings where indicated on drawings. B. Related Work Not In This Section: 1. Sound insulation in interior partitions in Section 09250. 2. Insulation for mechanical systems in Division 15. PART 2 - PRODUCTS 2.01 MATERIALS: A. Thermal Batt Insulation: Per ASTM C665, Type III, Class A, FSK, labeled flame spread of 25 or less and smoke developer of less than 450 where exposed or required by Code the greater of, R-30 for roof and R-19 for exterior walls or as indicated on drawings unless otherwise indicated or required by Code, batts with flanges for use under roof decks and friction-fit batts for use above ceilings in studs and metal framing. Type II batts with kraft facing to be used in areas enclosed by incombustible finish materials provided such batts and usage are approved by Building Department or as specified in fire rated assemblies. Manufacturer shall match those specified in the fire rated assemblies noted on the drawings. Insulation type and facing shall match that required by indicated fire assemblies. B. Staples: Stainless steel, monel, or copper-coated steel, size directed by batt manufacturer. C. String Wires: Minimum 18 gage galvanized steel wire. PART 3 -EXECUTION 3.01 INSTALLATION OF BATTS: Install all batts with close fit, free of gaps, holes, or sagging. Maintain a nominal 3/4" air space between insulation and interior wall or ceiling finish material. Staple flanges at 4" centers and ensure batt facings form a continuous vapor barrier. Provide taut stretched string wires along the center of horizontal or sloping batts where support spacing exceeds 16" on centers. CITY OF VERNON—Tenant Improvement Building Insulation City Attorney&Administration Offices 07210 -2 Vernon, California A. Wood and Metal Stud Framing: Provide friction-fit batts, tightly fitted to stud webs and wood furring. END OF SECTION CITY OF VERNON—Tenant Improvement Firestopping City Attorney&Administration Offices 07270 - 1 Vernon, California SECTION 07270 FIRESTOPPING PART 1 - GENERAL 1.01 DESCRIPTION: Division 1 applies to this Section. Provide firestopping and smokeseals complete as indicated, specified, and required. A. Work In This Section: Principal items include: 1. All openings in fire-rated floors and walls both empty and those accommodating penetrating items such as cables, conduits,pipes, ducts etc. 2. Head of wall openings between walls and connecting floors or roof assemblies. 3. Expansion joints in fire-rated walls. B. Related Work Not In This Section: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division I of these Specifications. 1.02 QUALITY ASSURANCE: Firestopping materials shall conform to ratings as per ASTM E-814 (UL-1479). The ratings must be a minimum of one hour, but not less than the fire resistance rating of the assembly being penetrated. Fire tests shall be conducted with a minimum positive pressure differential of 0.03" of water column. Systems and materials and must be listed by one of the appropriate agency: UL, ICBO, California State Fire Marshal. 1.03 SUBMITTALS: Refer to Section 01300 for procedures. A. Product Data: Within 35 calendar days after the Contractor has received the Owners notice to proceed, submit: 1. Materials list of items proposed to be provided under this Section. 2. Manufacturer's specifications, test data, and other data required to provide compliance with the specified requirements. 3. Manufacturer's recommended installation procedures which, when approved by the Architect, will become the basis for accepting or rejecting actual installation procedures used on the Work. 1.04 PRODUCT HANDLING: Protect the materials of this Section before, during and after installation, and protect the work and materials of all other trades. In the event of damage, immediately make replacements and repair to the approval of the Architect and at no additional cost to the Owner. CITY OF VERNON—Tenant Improvement Firestopping City Attorney&Administration Offices 07270 -2 Vernon, California PART 2 - PRODUCTS 2.01 FIRESTOPPING: A. Manufacturers: Where firestopping or smokeseals are called for on the Drawings or as specified herein, provide materials manufactured by one (1) of the following manufacturers: 1. Hilti Corporation 2. Dow Corning Corp., (517) 496-4000. 3. 3M Contractor Products, (800) 328-1687. 4. USG, (800) 964-4874. 5. Tremco, Trimstop, (800) 551-3949 B. Materials: All materials shall restrict the transmission of temperature as well as the passage of flame, smoke and water. Materials shall be tested under ASTM E- 814 (UL 1479) and pass. 1. Firestop Mortar: Single component portland cement/fly ash mortar. Requiring no support or anchoring devices to pass water hose stream tests. 2. Firestop Sealant: Single component sealant,use gun grade for walls and overhead. Intumescent, endothermic sealant, caulk or mastic as required by Code for approval. 3. Backing Material: Mineral wool, 4 pcf thickness manufactured by USG or approved equal. 4. Firestop Sleeve: Fabricated sleeve, collar or boot used around plastic pipe and other penetrations in fire-rated walls. 5. Firestop Compound: Firestop compound as required by system for Code approval. 6. Metal Components: Provide metal components as required by system manufacturer to meet fire test requirements. 7. Firestop Wrap Strips: Use intumescent wrap strips as required for Code approval. 8. Firestop Pillow System: A moisture resistive sensitive bag containing semi-intumescent material. 9. FireMaster Duct Protection System: A encapsulated fireproof blanket system for up to a 2 hour UL rating. 10. Safing Insulation: UL approved, incombustible, by USG, Tremco, or equal, with Code approved galvanized steel closures, clips, and ties to secure insulation and conform to Code. PART 3 -EXECUTION 3.01 SURFACE CONDITIONS: Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. CITY OF VERNON—Tenant Improvement Firestopping City Attorney&Administration Offices 07270 - 3 Vernon, California 3.02 PREPARATION: Prepare the surface in accordance with approved manufacturer's recommendations. 3.03 APPLICATION: Apply the approved system and product to the designated surfaces in strict accordance with the manufacturer's recommended application procedures meeting Code requirements and approved by Architect. Firestop systems and materials shall have no adverse effect on the overall fire-rating or structural integrity of the wall or floor assembly. END OF SECTION CITY OF VERNON—Tenant Improvement Sheet Metal City Attorney&Administration Offices 07600 - 1 Vernon, California SECTION 07600 SHEET METAL PART 1 - GENERAL 1.01 DESCRIPTION: Division 1 applies to this Section. Provide sheet metal items complete as indicated, specified, and required. A. Work In This Section: Principal items include: 1. Miscellaneous metal flashing and counterflashing as required, except where provided by mechanical and electrical trades. 2. Shop priming and field touch-up. 3. Calking. B. Related Work Not In This Section: 1. Metal accessories for drywall, lathing, and acoustical treatments. 2. Finish painting. 3. Sleeves for embedded items. 1.02 QUALITY ASSURANCE: Drawing details and requirements herein govern. Conform to the current "Architectural Sheet Metal Manual" published by Sheet Metal and Air Conditioning Contractors National Association, Inc. (SMACNA), for conditions not indicated or specified and for general fabrication of sheet metal items. 1.03 SUBMITTALS: Refer to Section 01300 for procedures. A. Shop Drawings: Submit for fabricated sheet metal showing details, methods of joining, anchoring and fastening, thicknesses and gages of metals, concealed reinforcement, expansion joint details, sections, and profiles. B. Samples and Product Data: Submit Samples and data for materials or assemblies as Architect may request. PART 2 - PRODUCTS 2.01 BASIC MATERIALS: Galvanized steel: ASTM A525, coating G90, mill phosphatized for paint adhesion, 24 gage unless otherwise indicated or specified. Lead: FSQQ-L-201 4 lbs. sheet lead Copper: ASTM B370, 16 oz. Minimum unless otherwise indicated on drawings. Solder: ASTM B32, B284. CITY OF VERNON—Tenant Improvement Sheet Metal City Attorney&Administration Offices 07600 -2 Vernon, California Solder flux: Standard brand non-corrosive acid-base type. Fasteners: Zinc or cadmium coated steel or stainless steel. Felt: ASTM D226, 15-pound type. Primer: Approved brand of zinc-dust zinc-oxide primer per Section 09900 with manufacturer's pretreatment materials. Sealant: Conforming to Section 07900. 2.02 RELATED MATERIALS: A. Reglets,Reveals and Counterflashings: Fry Reglet Corp. flashing systems complete with unions and preformed corners of necessary types for particular locations, of 24 gage galvanized steel, or approved equals by Metco Metal Products Co., Pacific Loxtite Flashing Co.,National Cornice Works, Redco, Lane-Air, or equal. Use single manufacturer's products throughout equivalent to Type CO at concrete, Type MA at masonry, Type ST at plaster, or Type SM, as required by Drawings and details. 2.03 GENERAL FABRICATION REQUIREMENTS: Fabricate to avoid distortion and overstress of fastenings due to expansion and contraction. Provide expansion joints where necessary in continuous runs of sheet metal, constructed watertight and spaced 30 feet apart maximum. Lock and solder corners and blind hem exposed edges. Make joints with 4" lap and solder unless otherwise shown or specified. Fill single lock seams with sealant where soldering is not feasible. Extend flanges 4" minimum onto roof and wall surfaces. Fabricate sheet metal items in nominal 8-foot lengths unless otherwise shown or specified. A. Soldering: Do soldering slowly, immediately after application of flux, seams showing evenly flowed solder. Clean and neutralize finished soldering. B. Shop Priming: Clean completed items, apply pretreatment, and prime all exposed surfaces with specified primer. 2.04 FABRICATED ITEMS: Of 24 gage galvanized steel except as otherwise indicated or specified. A. Custom Fabricated Items: Fabricate as detailed on drawings from materials as indicated on drawings,provides shop drawings for Architects approval prior to fabrication. PART 3 -EXECUTION 3.01 GENERAL INSTALLATION REQUIREMENTS: Install metal items as indicated, according to approved submittals, and as required to complete the Work. Securely fasten and assemble, and make watertight and weathertight. CITY OF VERNON—Tenant Improvement Sheet Metal City Attorney&Administration Offices 07600 - 3 Vernon, California A. Coordinate Sheet Metal Items in connection with roofing for proper installation, and furnish in sufficient time to avoid delay in roofing construction. Install roofing sheet metal simultaneously with roofing. B. Calking: Provide sealant calking as indicated and required to seal and complete Work of this Section. Conform to Section 07900. C. Isolation: Isolate sheet metal from contact with concrete or masonry with one layer of roofing felt, except embedded items. 3.02 COMPLETION: Examine installed sheet metal, water test if necessary or directed, and correct damaged or defective items. END OF SECTION CITY OF VERNON—Tenant Improvement Calking and Sealants City Attorney&Administration Offices 07900 - 1 Vernon, California SECTION 07900 CALKING AND SEALANTS PART 1 - GENERAL 1.01 DESCRIPTION: Division 1 applies to this Section. This Section covers calking of openings and joints indicated, specified, and required to make the entire building weatherproof and watertight, covers calking requirements for the entire Work, and pertains to any Section requiring calking, unless specified otherwise. Provide where required paintable acrylic calking materials, refer to Section 09900 Painting. Coordinate with Firestopping Section 07270 for fire rated joint materials. 1.02 QUALITY ASSURANCE: Employ a specialist calking contractor having not less than 5 years experience in calking installations of size and complexity required for the Work. Prior to award of any subcontract for calking, submit qualifications and project history of the proposed Calking Subcontractor, including bid price information. If proposed Calking Subcontractor is not approved,provisions of the General Conditions will apply. 1.03 SUBMITTALS: Refer to Section 01300 for procedures. A. Samples and Data: Submit the following: 1. Samples of cured sealants showing full range of designated colors; obtain color instructions from Architect prior to submittal. 2. Technical data by manufacturers of proposed materials. 3. Material manufacturers'printed preparation and application instructions; when approved, furnish copies to other trades. 4. Provide manufactures documents to verify that all calks and sealants do not exceed the VOC and formaldehyde limits of CALGreen code 1.04 PRODUCT DELIVERY: Deliver calking and sealant materials in unopened factory labeled containers, each label bearing statement of conformance to standards specified for each material. 1.05 WARRANTY: Refer to Section 01740. Furnish a written warranty against defects in materials for 5 years and defects in workmanship for 2 years, covering all loss of adhesion or cohesion, deterioration, color changes, leaking, and other defects. PART 2 - PRODUCTS 2.01 MANUFACTURERS: Provide sealants by Pecora Corporation or one of the following manufacturers; Dow Corning, Tremco, Sonnebom, General Electric and Johns Manville or approved equals. Obtain each type of joint sealant through one source from a single manufacturer. If sealants from separate manufacturers must be used and could come in contact with each other, provide written certification from every manufacturer involved that the sealants are compatible and will adhere to each other. CITY OF VERNON—Tenant Improvement Calking and Sealants City Attorney&Administration Offices 07900 -2 Vernon, California 2.02 MATERIALS: Furnish sealants meeting following in-service requirements: Normal curing schedules are acceptable; Non-staining, color fastness (resistance to color change), and durability when subjected to intense actinic (ultra-violet) radiation are required. Furnish the products of only one manufacturer unless otherwise approved, sealant colors as selected to match the adjoining surfaces; special colors may be required. Use sealants selected from the following types where required on drawings and as appropriate to the joint being sealed. The manufacturer shall confirm that the appropriate calking or sealant(s) are used for on each type application required. A. Type A Sealant: Urexpan NR-200 Sealant, self-leveling or non-sag two-part urethane Type I, conforming to FS SS-T-00227 and ASTM D1850 as manufactured by Pecora or approved equal. B. Type B Sealant: Dyntrol II Sealant, three-part polyurethane sealant conforming to FS SS-T-00227 Type II, Class A as manufactured by Pecora or approved equal. C. Type C Sealant: Pecora 895 or 896 for door and window frames (all types) in stucco areas all conforming to FS TT-S-001543A and FS TT-S-00230C or approved equal. D. Type D Sealant: Dynatrol I-XL polyurethane conforming to FS TT-S-00230C, Type II, Class A by Pecora or approved equal. E. Type E Sealant: 898 Sanitary Silicone Seaant with mold inhibitors, as manufactured by Pecora or approved equal. F. Type F Sealant: Pecora AC-20 FTR Firestopping Systems by Pecora or Type 3- 6548 Silicone RTV foam as manufactured by Dow Corning or RTV850 as manufactured by General Electric or Fire Resistive Joint Sealing System as manufactured by Trimco with backup of Cerablanket-FS backups,primers and bond breakers as manufactured by Johns Manville. G. Type G Sealant: Proglaze System, including silicone construction sealant, Polyslim Tape, Poly-Wej gasket, Aro-Shim spacer and CCN sponge, as manufactured by Trimco or approved equal. H. Type H Sealant: AC-20 FTR AIS-919 Acoustical and Insulation Latex Sealants by Pecora or approved equal. I. Type I Sealant: Pecora 895 or approved equal. J. Type J Traffic Bearing Application: Furnish multi-component self leveling, or non-sag, non-tracking sealant with Shore "A" Hardness range of 40 to 55 where subject to foot or vehicular traffic, meeting requirements of ASTM 920-79 or Federal Specification TT-S-227E, "Sealing Compound, Elastomeric Type, Multi- Component". CITY OF VERNON—Tenant Improvement Calking and Sealants City Attorney&Administration Offices 07900 - 3 Vernon, California 1. Dynatred, by Pecora. [Shore A hardness of 40-45] 2. Dynaflex,by Pecora. [Shore A hardness of 50-55] K. Type K Window Flashing Sealant: Furnish single-component, non-sag STPU hybrid sealant compatible with asphalt-impregnated window flashing paper and/or rubberized asphalt with polyethylene film (peel-n-stick) meeting requirements of ASTM C-920 or Federal Specification TT-S-230C. 1. Dynaflex SC,by Pecora 2. Sonolastic 150,by Sonneborn L. Sealant Primer: Non-sagging sealant meeting requirements of ASTM C920-79. Sealant primer as recommended by sealant manufacturer. M. Joint Cleaner: Non-corrosive and non-staining type, recommended by sealant manufacturer; compatible with joint forming materials. N. Joint Backing Material: ASTM D1056 or ASTM D1565; round, closed cell polyethylene urethane or neoprene foam rod; oversized 30 to 50 percent larger than joint width; #92 Closed-Cell Polyethylene Backer Rod by Pecora. O. Bond Breaking: Pressure sensitive tape as recommended by sealant manufacturer to suit application. PART 3 -EXECUTION 3.01 INSPECTION: Refer to Section 01400. Inspect surfaces and joints to be calked. Report to Architect in writing all conditions that prevent correct preparation,priming, and calking installation. 3.02 TECHNICAL ASSISTANCE: Furnish sealant manufacturer's technical field assistance as required to ensure proper use of sealants,preparation, and application. 3.03 PREPARATION AND PROTECTION: Conform to sealant manufacturer's instructions and apply materials to clean dry surfaces free of grease, oil, wax, or other matter that destroys or impairs adhesion. Remove lacquer and apply temporary masking tape on both sides of joints where surface staining may occur. Fill joints with joint backing material until the joint depth does not exceed 50% of joint width. Provide bond breaker to prevent bonding of sealant to backing material wherever joints exceed 1/2" width, or joint width is shown or required to exceed depth. Prime surfaces as required by manufacturer's instructions. 3.04 APPLICATION: Do not exceed 3/8" sealant depth unless specifically dimensioned. Minimum joint width is 1/8" for metal to metal joints and maximum 3/4" width elsewhere unless otherwise shown. Apply all sealant under sufficient pressure to fill voids. Finish exposed joints smooth and flush with adjoining surface unless recessed joints are shown. Remove temporary masking as soon as joint is completed. CITY OF VERNON—Tenant Improvement Calking and Sealants City Attorney&Administration Offices 07900 - 4 Vernon, California 3.05 SCHEDULE: Sealants shall conform to the following application schedule, unless the manufacturer requires another type of material. A. Expansion and Control Joints in Masonry and Concrete. - Type B. B. Expansion and Control Joints in Glass, Aluminum and Plastic. - Type C. C. Expansion and Control Joints in Horizontal Traffic Surfaces. - Type J D. Nonexpanding Joints in Concrete, Masonry, Aluminum, Steel and Wood: - Type D E. Nonexpanding Joints in Glass and Plastic: - Type C F. Around Plumbing Fixtures in Toilet and Bath: - Type E G. Mechanical, Ductwork and Air Conditioning: - Type D H. Acoustical Applications: - Type H I. At Floor, Wall and Ceiling Penetrations Requiring Vibration Isolation, Sound or Fire Rating: - Type F J. At Window Wall Where Channel Glazing is Required: - Type I K. Cross Joints in all Copings: - Type D L. Any Gypsum Board Joints and/or Settings: - Type D M. For Sink, Tub or Bath Areas Including Countertop Joints: - Type E N. Intersection of Wall Surface and Metal Cap Strip at Resilient Flooring Integral Cove Sealant: - Type D O. Traffic Bearing Application: - Types A or J P. Sealant at Doors, Windows and Penetrations in Other Material Application: - Types C Q. Seal at back of window nailing flange to rough opening and at transition to window flashing material: - Type K 3.06 CLEANING: Clean material from surfaces not to receive sealant and restore the finish as required. If surfaces adjoining joints are stained and cleaning is not acceptable, remove the affected Work and provide new Work as directed and approved, at no extra cost to Owner. END OF SECTION CITY OF VERNON—Tenant Improvement Wood Doors City Attorney&Administration Offices 08210 - 1 Vernon, California SECTION 08210 WOOD DOORS PART 1 - GENERAL 1.01 DESCRIPTION: Division 1 applies to this Section. Furnish and deliver wood doors complete as indicated, specified, and required. A. Work In This Section: Principal items include: 1. Wood doors as detailed on drawings. 2. Installation of wood doors including hardware. B. Related Work Not In This Section: 1. Installation of wood doors. 2. Furnishing finish hardware for wood doors. 3. Finish painting except for prefinished wood doors. 4. Installation of aluminum frames. 1.02 QUALITY ASSURANCE: A. Reference Standard: Furnish doors conforming to National Wood Window and Door Association (NWWDA) and WI Standards for Hardwood Veneered Flush Doors unless otherwise required herein. B. Rejected Doors: Furnish new doors conforming to requirements of this Section as replacements for doors rejected because of damaged surfaces, improper fitting or hardware preparation, or other cause, at no extra cost to Owner. Patching is not permitted for correction of defects. 1.03 SUBMITTALS: Refer to Section 01300 for procedures. A. Samples: Submit Samples of the following unless waived by Architect. 1. Face veneer. 2. Door construction. B. Product Data: Submit if required by the Architect C. Certificates: Submit certificates by manufacturer that doors supplied conform to or exceed requirements of these Specifications. 1.04 WARRANTY: Refer to Section 01740 for warranty form. Furnish to Owner a written warranty, subject to provisions of the WI and NWWDA "Standard Door Guarantee" except as modified herein, against defects in materials and workmanship for the following periods: CITY OF VERNON—Tenant Improvement Wood Doors City Attorney&Administration Offices 08210 -2 Vernon, California 1. Interior wood doors - lifetime of the installation. PART 2 - PRODUCTS 2.01 MANUFACTURE: Refer to Section 00880 Product and Finish Selections and Drawings for materials and installation detail,unless otherwise noted or approved by Architect. 2.02 MANUFACTURE: By the following manufacturers subject to conformance with requirements shown or specified: Eggers Industries, Inc. (920) 793-1351 Marshfield Door Systems, Inc. (650) 579-5829 2.03 SOLID CORE WOOD DOORS: Solid core, flush or glass as indicated on drawings conforming to the above reference standard and to requirements herein, only 5-ply for transparent finished doors. A. Core: Staved glued low-density lumber core, or solid particleboard core with minimum 28 pcf density conforming to Type I, Density C, Class I of CS 236, hot press resin bonded. B. Edges: Minimum total 1-1/16" wide top and bottom rails with minimum 1/2" thick hardwood edge banding, and minimum total 1-3/8" wide stiles with minimum 1/2" thick hardwood edge banding, 1-piece or laminated. Fully bond laminated edge strips together and to core before cross banding is applied. Provide vertical edge banding of species to match face veneers for finished doors. C. Crossbanding: For 5-ply wood doors, minimum 1/16" thick hardwood, extending to four door edges. For 7-ply doors, two layers of minimum 1/16" thick hardwood extending to four edges of door, grain applied vertical and horizontal. D. Face Veneer: Of following type: 1. Transparent finished doors - "Species to match wood door sample as approved by the Architect", balanced and free of heart. 2. Opaque paint finished interior doors - "Sound Grade Clear Birch, refer to schedule on drawings for selections or approved equal. Hardboard face veneer is acceptable where indicated on drawings. E. Adhesives: For interior doors, Type I or II for cores, crossbanding, and face veneers. 2.04 SEALING: Seal all door edges with clear resin sealer at the factory or mill. CITY OF VERNON—Tenant Improvement Wood Doors City Attorney&Administration Offices 08210 - 3 Vernon, California 2.05 LABELED SOLID CORE WOOD DOORS: Face veneers as specified above, conforming to UL re-examination label requirements for the rating scheduled, bearing required UL label on hinge stile. 2.06 FACTORY PREPARATION OF DOORS: Prefit and premachine following wood doors for hardware at factory or mill; other wood doors may be prefitted and premachined at Contractor's option: A. Prefitting: Prefit doors in accordance with referenced NWWDA and WI Standard except as otherwise detailed, lock stiles beveled to conform to the hardware. Apply clear resin sealer on edges after sizing. B. Hardware Preparation: Prepare doors to receive hardware, including mortises for butts, locksets, concealed closers, and all other door hardware furnished under Section 08710. Obtain templates from hardware supplier. Coordinate placement with the metal frame supplier so that doors and frames are properly fitted and equipped when installed, 3/64" maximum tolerance allowed in placing hardware. C. Seal all mortises and cutouts with clear resin sealer. PART 3 - EXECUTION 3.01 INSTALLATION: Refer to Division 6, Section 06200. END OF SECTION CITY OF VERNON—Tenant Improvement Aluminum Storefront Entrances and Windows City Attorney&Administration Offices 08400 - 1 Vernon, California SECTION 08400 ALUMINUM STOREFRONT ENTRANCES AND WINDOWS PART 1 - GENERAL 1.01 DESCRIPTION: Division 1 applies to this Section. Provide aluminum storefront, windows and entrances complete as indicated, specified, and required. A. Work In This Section: Principal items include: 1. Aluminum storefront windows. 2. Aluminum storefront entrances and frames. 3. Tempered glass entrance doors. 4. Factory finish on aluminum surfaces. 5. Calking and sealing. 6. Installation of hardware for aluminum entrance doors. B. Related Work Not In This Section: 1. Furnishing finish hardware for all entrance doors. 2. Glass and glazing specified in Section 08800. 1.02 QUALITY ASSURANCE: A. Quality Standards: In addition to Code, glass installations shall comply with ANSI Z97.1, as applicable, and Federal Safety Standard 16 CFR 1201. Metal Curtainwall, Window, Storefront, Entrance guide specification manual published by A.A.M.A. B. To Establish Level of Quality and Performance, drawings and specifications are based upon U.S Aluminum Co., and Arcadia 451 Series as detailed on drawings for all applications. C. Reference Sections: Requirements specified in Section 07900, including submittal and warranty requirements. 1.03 SUBMITTALS: Refer to Section 01300 for procedures. A. Shop Drawings: Submit Shop Drawings for all Work of this Section, prepared and approved in advance of fabrication. Show materials, finishes, sizes, profiles, moldings, dimensioned locations of hardware items with reinforcement, methods of anchoring, assembly, erection, internal drainage, isolation, glazing, and procedures and materials. Include the manufacturer's technical and structural data. Include structural calculations showing that materials proposed for use conform to load and deflection requirements specified. CITY OF VERNON—Tenant Improvement Aluminum Storefront Entrances and Windows City Attorney&Administration Offices 08400 -2 Vernon, California B. Samples and Product Data: Obtain Architect's instruction prior to submission. Submit the following: 1. Storefront, window and door sections with specified finish, corner and intersecting joint construction, fasteners, and accessories. 2. Glazing channels with manufacturer's data covering materials and warranty. 3. Samples of glasses as requested. 4. Cured sealant colors. C. Certificates: Submit from manufacturer stating the quality, thickness, and type of all unlabeled glass delivered to the site for field cutting. D. Purchase Orders: Within 35 working days after execution of the Contract, submit evidence that firm purchase orders for all glass required for the Work have been placed with the glass suppliers. 1.04 JOB CONDITIONS: A. Job Measurements: Refer to Section 01400. Verify field measurements pertaining to this Section. Report all detrimental differences between Drawings and field dimensions to Architect before fabricating Work of this Section. B. Protection: Protect Work of this Section until completion and final acceptance. Repair or replace damaged or defective Work to original specified condition, at no additional cost to Owner. Damaged or defective Work includes surfaces which cannot be acceptably cleaned or repaired. 1.05 DESIGN RESPONSIBILITY: This specification and all criteria for the solution of a watertight and structurally sound storefront, window wall and entrance system as detailed on the drawings and herein specified is for the sole purpose of defining the design intent and performance requirements. The details shown are intended to emphasize the preferred profiles and performance requirements for this project. The Contractor is hereby advised that the responsibility for the storefront, window wall and entrances is totally his and that all designs and resolutions proposed in the Contractor's Shop Drawings, structural calculations and related documentation and certification must be demonstrated not only in the field water leakage test procedures, as approved by the Architect. A. Supplementary Parts: Provide and install all supplementary parts necessary to complete the work as described on the Drawings and herein specified, though not definitely shown or specified. Unless otherwise noted or specified to be furnished or installed by another Subcontractor, this work shall include type and thickness and temper of all glass, the design and sizing of all wall sections and anchor assemblies to meet the performance, design requirements and the furnishing of CITY OF VERNON—Tenant Improvement Aluminum Storefront Entrances and Windows City Attorney&Administration Offices 08400 - 3 Vernon, California inserts to be installed by others, fasteners, clips, bracing, and steel framework as required even if not shown for the proper anchorage of the storefront, window wall and entrance elements to the structure. B. Systems: Storefront, Windows and entrance areas are as detailed on the Drawings are to be designed to accommodate the performance requirements herein specified, including, but not limited to, the accommodation of shear stresses and movement in sealant joints and the opening of joinery during dynamic movements. All metal joinery within, adjacent and common to the systems must maintain structural, weathering and watertight integrity when subjected to the performance criteria. 1.06 PERFORMANCE REQUIREMENTS: All components, assemblies and completed work included in and pertinent to the work of this Section shall conform to the following minimum performance standards and comply with applicable sections of the California Building Code (CBC) 2013 California Title 24, Division 4, Section 4.1.6. Air leakage requirements of Division 4, and codes and regulations of all governing agencies having jurisdiction. Except when applicable codes make other provisions, or as otherwise noted herein, all loads shall act in combinations that provide the most unfavorable conditions. Wind loading need not be considered as additive to seismic loading. The performance requirements shall include, but not necessarily be limited to, the following items: A. Thermal Movement: Provide and/or make allowances for free and noiseless vertical and horizontal thermal movement due to the contraction and expansion of component parts, for an external surface metal temperature range of from plus 20 degrees F. to plus 180 degrees F. Buckling, opening of joints, glass breakage, undue stress on fasteners, failure of sealants or any other detrimental effects due to thermal movement of component parts will not be permitted. Fabrication, assembly and erection procedure can take into account the ambient temperature range at the time of the respective operation. B. Air Infiltration: Shall comply with the most restrictive: (1) Title 24, test for air infiltration, and shall not exceed 0.75 cfin per foot length of crack for fixed windows constructed on site tested in accordance with ASTM E 283-75, Standard Method of Test for Rate of Air Leakage Through Exterior Windows, Curtainwalls, and Doors or with the pressure differential of 1.567 lb/sq. ft., equivalent to a 25 MPH wind; or(2) 0.06 cfm per square foot of fixed stick unit area and 0.04 cfm per square foot of unitized are when tested at 25 psf in accordance with AAMA standard TM-1-76. C. Water Penetration and Moisture Control: It is the responsibility of the Contractor to furnish and install a totally watertight window and storefront assemblies. D. Water Penetration in this Section is defined as the appearance of water, other CITY OF VERNON—Tenant Improvement Aluminum Storefront Entrances and Windows City Attorney&Administration Offices 08400 -4 Vernon, California than condensation, on the roomside of any part of the assembly offering protection from the exterior elements to the interior building space which cannot be drained to the exterior. E. Wind Loads: 1. Window Assemblies herein specified shall be designed for flexural, shear and torsional stresses for the following positive and negative wind pressures acting normal to the plane of the assemblies. 2. Design: Minimum design wind pressures,both positive and negative and acting normal to the plane of the wall, shall be per CBC, Exposure "C", basic 70 M.P.H. wind speed, with a minimum of 20 psf at ground floor assemblies and 30 psf at assemblies above first floor. 3. CBC Wind Pressures shall be used when computing allowable stresses for window wall elements and components. No wall element and wall framing, including sealants and sealed joints, shall sustain permanent deformation or failure under loading equivalent to 1.5 times the code wind pressures herein specified. However, deflection limitations herein specified may be exceeded. 4. The Deflection at design wind pressures of any metal framing member in a direction normal to the plane of the wall shall not exceed L/180 of its clear span or 3/4", whichever is less. Reduce allowable deflection where conditions require. a. Maximum Deflection at design wind pressures of any metal framing member in the plane of the glass shall not exceed L/360 of the clear span or 1/8" whichever is less. b. Deflection of Horizontal Member supporting glass, when carrying its full design dead load, shall not exceed L/360 of the clear span of the member, or 1/8" whichever is less. C. Deflection of Any Member in a direction parallel to the plane of the wall, when carrying its full design load, shall not exceed 75% of the design clearance dimension between the member and the top of the panel, sash, glass or any other part immediately below it. 5. Special Care must be employed in the analysis, selection, design and sizing of the wall framing, glass and sealant joints in order to insure the functional and structural integrity of both the glass and glazing sealant and to accommodate building and window wall dynamics herein specified. F. Seismic Forces: 1. Seismic Lateral Force requirements shall comply with the minimum requirements as established by the California Building (CBC), 2013 Edition, and other applicable City, County, and State Codes or regulations. The seismic forces shall be assumed to come from any direction including vertical components but do not have to be considered as acting simultaneously with the wind load forces. 2. Connections anchoring the window wall units to the building structure CITY OF VERNON—Tenant Improvement Aluminum Storefront Entrances and Windows City Attorney&Administration Offices 08400 - 5 Vernon, California shall be designed using a force factory(Cp) of 2.00 in any direction. The window wall system must accommodate a story drift of not less than 0.01 times the story height in inches. 3. At Design Displacement or seismic loading (.005 times the story height) no failure or deterioration of any kind may occur including glass to metal contact. 4. At Two Times Design Displacement or seismic loading (0.010 times the story height) gaskets may disengage and sealants may split or lose adhesion, but no other failure or deterioration of any kind may occur, including glass to metal contact. 1.08 PERFORMANCE REQUIREMENTS FOR ENTRANCE DOORS STRUCTURAL: Resistance to corner racking shall be tested by the "Dual Moment Load" test as follows: A. Test Section shall consist of a standard top door corner assembly. Side rail section shall be 24" long and top rail section shall be 12" long. B. Anchor "Top Rail" positively to test bench so that corner protrudes 3" beyond bench edge. C. Anchor a Lever Arm positively to "side rail" at a point 19" from inside edge of "top rail". Attach weight support pad at a point 19" from inner edge of"side rail". D. Test Section shall withstand a load of 170 pounds on the lever arm before reaching the point of a 1/16" gap at the stile/rail,joint or a 3 degree rotation in the stile. Further, failure, defined as a rotation of the lever arm in excess of 45 degrees shall not be reached before 270 pounds. 1.09 WARRANTIES: Refer to Section 01740 for warranty form. A. General: All work included in the Section shall be fully guaranteed for performance, materials and workmanship for a period of not less than(5) Five Years from the date of beneficial occupancy(as certified by the Architect)unless otherwise noted herein. Guarantees and warranties shall be delivered to the Owner in duplicate, in an acceptable form, executed by an authorized officer or manufacturer of each material and shall be dated and notarized by a duly authorized Notary Public. Any failure in any of the window wall components shall result in an extension of the guarantee period until the deficiency is permanently repaired. B. Aluminum Entrance Doors: Warranty against sagging or twisting of all doors as a result of normal usage for the lifetime of the installation. C. Glazing Channels: Warranty for 5 years deterioration or failure of any kind including, without limitation, shrinkage causing loss of seal and failure from exposure to sun, elements, ozone, air pollution, and glass cleaners. CITY OF VERNON—Tenant Improvement Aluminum Storefront Entrances and Windows City Attorney&Administration Offices 08400 - 6 Vernon, California D. Finish Required for Exterior and Interior Aluminum Surfaces: Provide a Factory finish on surfaces of aluminum components in accordance with AAMA Factory Finish Standards. 1. Aluminum components shall be finished in accordance with the designations and proprietary identifications set forth in the schedule on the drawings. 2. Designations refer to the finishes defined in The Aluminum Association Designation System for Aluminum Finishes, DAF-45. E. Sealants: Provide a written statement in approved form guaranteeing that sealed joints shall remain watertight for a period of 5 Five Years. Guarantee shall further state that installed sealants are guaranteed against the following: 1. Adhesive or cohesive failure of joints. 2. Surface degradation or crazing greater than 3 mils in depth developing on surface of material. 3. Staining of surfaces adjacent to joints by sealant or primer by migration through building materials in contact with them. 4. Chalking or visible color change on surface of the cured sealant materials. 5. Shore "A" durometer hardness to the extent stated in the manufacturer's published literature. 6. Increase or decrease of Shore "A" durometer hardness (5 second reading) of sealant of more than 30% of value of 7-day value of Shore "A" durometer hardness of sealant. Note: Include a guarantee provision agreement to repair and replace, at the Contractor's expense, sealant defects which develop during guarantee period. Guarantee shall include all labor and materials required to repair and replace faulty sealants. F. Glass: Guarantee to remove and replace at the Contractor's expense, any and all glass lights that fail to meet the design and performance requirements. This replacement guarantee shall include all labor and materials required to remove and replace the faulty glass and installation. G. Defective Work: Defective work shall be removed and replaced, at the expense of the Wall Contractor. Include in(5) Five Year guarantee period the provision to repair and replace, at the Contractor's expense, glass lights that fail in concentrated or massive quantities, or isolated glass breakage proven defective in manufacture or installation. Other isolated cases will be replaced at the expense of others,pending determination of cause. This special replacement guarantee shall include all labor and materials. CITY OF VERNON—Tenant Improvement Aluminum Storefront Entrances and Windows City Attorney&Administration Offices 08400 - 7 Vernon, California H. Form of Warranty: Guarantees and warranties shall be delivered to the Architect in duplicate, in an acceptable form, executed by an authorized officer of manufacturer of each material and shall be dated and notarized by a duly authorized Notary Public. I. Warranty Extension: Any failure in any of the window wall components shall result in an extension of the guarantee period until the deficiency is permanently repaired. J. Corrections of Defective Work: Should any work under this Contract be found defective in materials or workmanship, it shall be corrected in accordance with the following provisions: If, within Five (5) years after the date of substantial completion or within such longer periods of time as may be prescribed by laws or by the terms of any of the work is found to be defective or not in accordance with the Contract Documents, the Contractor shall correct it promptly after receipt of written notice from the Owner. The Owner shall give such notice promptly after discovery of the condition. If exploratory work is required to determine the cause of the defects, the cost of this work shall be borne by the Contractor. The Contractor shall be responsible for continuing corrections of defective work beyond the guarantee period if initial corrective measures where executed per the requirements as noted above but later found to be inadequate or not acceptable after the specified period. PART 2 - PRODUCTS 2.01 MATERIALS: Extrusions shall be 6063-T5 alloy and temper(ASTM B221, Alloy 6.5. IOA-T5). Fasteners, where exposed, shall be aluminum, stainless steel or zinc plated steel in accordance with ASTM A164. Perimeter anchors shall be aluminum or steel providing the steel is properly isolated from the aluminum. Glazing gaskets shall be elastomeric extrusions. Major portions of door stiles shall be nominal .125" in thickness and glazing moldings shall be .050" thick. A. Types: Details shown establish required sizes, types, and appearance. Provide for expansion and contraction through an ambient temperature range of 20 degrees to 130 degrees F., minimum. B. Manufacture: Minor modifications in non-essential details to accommodate the use of manufacturer's standard sections of same sizes,profiles, and glazing features are acceptable, subject to approval. Provide products of one of the following manufacturers, or equal; refer to Section 01600 for substitutions: U.S. Aluminum Co. Arcadia Series 451 C. Window Members: Provide complete as detailed and required, including glass setting bars, transom bars, trim, mullions, and door frames. Provide necessary setting accessories, including screws, fittings, and anchors. Design all joints and CITY OF VERNON—Tenant Improvement Aluminum Storefront Entrances and Windows City Attorney&Administration Offices 08400 - 8 Vernon, California connections for flush tight hairline fitting and to allow for structure and thermal movement and deflections without loss of glass edge grip and clearances or watertight integrity. D. Wind Load and Deflection: Provide members of section thickness and structural properties designed to withstand Code required wind loadings without buckling, distortion, or distress, and with maximum deflection of 1/175 of the unsupported length, except minimum 20 pounds per square foot wind loading where Code allows lesser load. Provide additional bent plate or rolled steel internal stiffeners where necessary to meet deflection requirements. Pre-coat stiffeners with heavy bituminous coating to isolate from aluminum. Conform glass edge bearings and clearances to Code. E. Drainage: Provide inconspicuous weep holes or equal method to ensure positive drainage of internal moisture or condensate to the exterior. Detail on Shop Drawings. F. Fasteners: Place no fasteners on exposed surfaces unless approved on the Shop Drawings. 2.02 GLASS MATERIALS: Refer to Section 08800 Glass and Glazing 2.03 DOORS: A. Tempered Glass Entrance Doors: Provide tempered glass doors clear with polished stainless hinge hardware, as shown prepared for hardware and pulls. Provide matching fixed sidelites where indicated. Minimum thickness 1/2" with polished and mitered flat edges. 2.04 WINDOWS: A. Fixed Aluminum Storefront Windows: Provide aluminum windows series as indicated on drawings or as selected by Architect. Manufacturer by U.S Aluminum or approved equal. 2.05 FABRICATION: A. Corner Construction shall consist of mechanical clip fastening, "Sigma" deep penetration and fillet welds, glazing stops shall be snap-on type with glazing gaskets. B. The Storefront and Window Framing System shall provide for center glazing on all sides with no projecting stops,unless indicated for special conditions on Architectural drawings. Vertical and horizontal framing members shall have a nominal face dimension of 2-1/2". Overall depth shall be approximately 4-1/2" with a V glass pocket width. Entrance framing members shall be compatible with glass framing in appearance. CITY OF VERNON—Tenant Improvement Aluminum Storefront Entrances and Windows City Attorney&Administration Offices 08400 - 9 Vernon, California PART 3 -EXECUTION 3.01 GENERAL INSTALLATION REQUIREMENTS: Conform to approved submittals and the other requirements herein. A. Isolation: Isolate aluminum from all dissimilar metals and materials other than non-magnetic stainless steel. At metals, apply on both contact surfaces a heavy brush coat of zinc chromates primer made with a synthetic resin vehicle, followed by two heavy brush coats of spar varnish based aluminum metal and masonry paint; or apply a heavy coat of alkali-resistant bituminous paint; or separate surfaces with non-absorptive exterior quality vinyl tape or gasket, or coat the surfaces with two coats of a fluid-applied neoprene membrane material. Coat both contact surfaces with alkali-resistant bituminous paint at concrete, masonry, plaster, tiles, and like cementitious materials. Conceal all isolation in finished Work. B. Calking: Provide calking and sealing as indicated and required to make Work of this Section watertight and properly finished, including joints between frames and adjoining Work. Use sealants of selected or approved colors and conform to Section 07900 including warranty. 3.02 INSTALLATION OF STOREFRONT AND WINDOWS: A. Erection: Member or miter joints with hairline joints. Securely anchor to the building structure. Set frames level, plumb and in true alignment. Construct completely waterproof assemblies. All work under this section to be performed by an authorized Manufacturers distributor. Upon completion, a company representative shall submit a "Field Service Report" to the Owner and Architect attesting that the entire installation conforms to the company's standard of workmanship and materials. 3.03 GLAZING: Employ skilled and experienced glazers. Set all glass true and tight with glazing channels. Perform glazing in accordance with the "Glazing Manual" issued by Flat Glass Jobbers Association and PPG Technical Service Report#104, as applicable. Conform all glass edge bearings, clearances, and lap to Code. A. Glass Fastenings: Set glass in rebates with glazing blocks and spacers so glass does not touch metal, and to preclude loose or rattling glass. B. Glazing Channels: Compress channels at least 5% lengthwise during installation, and at least 15%by stops. CITY OF VERNON—Tenant Improvement Aluminum Storefront Entrances and Windows City Attorney&Administration Offices 08400 - 10 Vernon, California 3.04 COMPLETION: Wash all soiled surfaces with mild soap solution, rinse with clear water, and wipe dry. Do not use harsh cleaning agents, caustics, or abrasives for cleaning. Leave free of dirt, streaks, and labels. END OF SECTION CITY OF VERNON—Tenant Improvement Finish Hardware City Attorney&Administration Offices 08710 - 1 Vernon, California SECTION 08710 FINISH HARDWARE PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Door hardware for wood doors. 2. Aluminum doors. B. Related Sections: 1. Section 06200 -Finish Carpentry: Finish Hardware Installation. 2. Section 07900 -Joint Sealers—exterior thresholds. 3. Section 08210 -Wood Doors. 4. Section 08400 -Aluminum Storefront, Windows and Entrances C. Specific Omissions: Hardware for the following is specified or indicated elsewhere. 1. Windows. 2. Cabinets, including open wall shelving and locks. 3. Signs. 4. Toilet accessories, including grab bars. 5. Installation. 6. Rough hardware. 1.02 REFERENCES: A. Use date of standard in effect as of Bid date. B. American National Standards Institute—ANSI 156.18—Materials and Finishes. C. ANSI A117.1 — Specifications for making buildings and facilities usable by physically handicapped people. D. ADA—Americans with Disabilities Act of 1990 E. BHMA—Builders Hardware Manufacturers Association F. DHI—Door and Hardware Institute G. NFPA—National Fire Protection Association 1. NFPA 80—Fire Doors and Windows 2. NFPA 101 —Life Safety Code 3. NFPA 105 —Smoke and Draft Control Door Assemblies 4. NFPA 252—Fire Tests of Door Assemblies H. UL—Underwriters Laboratories 1. UL10C—Fire Tests of Door Assemblies (Positive Pressure) CITY OF VERNON—Tenant Improvement Finish Hardware City Attorney&Administration Offices 08710 -2 Vernon, California 2. UL 305 —Panic Hardware I. WHI—Warnock Hersey Incorporated J. State of California Building Code K. Local applicable codes, e.g. municipal security codes, etc. L. SDI— Steel Door Institute M. WDI—Wood Door Institute N. AWI—Architectural Woodwork Institute O. NAAM—National Association of Architectural Metal Manufacturers 1.03 SUBMITTALS & SUBSTITUTIONS A. Submittals: Submit six copies of schedule per Division 1. Organize vertically formatted schedule into "Hardware Sets"with index of doors and headings, indicating complete designations of every item required for each door or opening. Include following information: 1. Type, style, function, size, quantity and finish of hardware items. Use BHMA Finish codes per ANSI A156.18. 2. Name,part number and manufacturer of each item. 3. Fastenings and other pertinent information. 4. Location of hardware set coordinated with floor plans and door schedule. 5. Explanation of abbreviations, symbols, and codes contained in schedule. 6. Mounting locations for hardware. 7. Door and frame sizes, materials and degrees of swing. B. Bid and submit manufacturer's updated/improved item if scheduled item is discontinued. C. Make substitution requests in accordance with Division 1. Include product data and indicate benefit to the Project. Furnish operating samples on request. D. Furnish as-built/as-installed schedule with closeout documents, including keying schedule, manufacturers' installation, adjustment and maintenance information, and supplier's final inspection report. 1.04 QUALITY ASSURANCE: A. Qualifications: 1. Hardware supplier: Direct factory contract supplier who employs a Certified Architectural Hardware Consultant(AHC), available at reasonable times during course Work for project hardware consultation to Owner, Architect and Contractor. a. Responsible for detailing, scheduling and ordering of finish hardware. CITY OF VERNON—Tenant Improvement Finish Hardware City Attorney&Administration Offices 08710 - 3 Vernon, California B. Hardware: New, free of defects,blemishes and excessive play. Obtain each kind of hardware (latch and locksets, exit devices, hinges and closers) from one manufacturer. Mounting height of latching hardware shall be 30"to 44"A.F.F. per CBC Section 113313.2.5.1. Pressure to operate door shall not exceed: 5 lbs. (38 N) for exterior doors, 5.0 lbs (38 N) for interior doors and when fire doors are required 5 lbs. (38 N) maximum or the maximum effect to operate the door may be increased to the minimum allowable by the appropriate administrative authority, not to exceed 15 lbs. (66.72 N)per 113313.2.5. All hardware shall meet the requirements of CBC Section(s) 1133.13.2.1, 113313.2.5.1 AND 1003.3.1.8. C. Exit Doors: Operable from inside with single motion without the use of a key or special knowledge or effort. D. Fire-Rated Openings: In compliance with NFPA 80. Hardware UL10C/UBC-7- 2 (positive pressure) compliant for given type/size opening and degree of label. Provide proper latching hardware, non-flaming door closers, approved-bearing hinges,plus resilient and required intumescent seals. Furnish openings complete. E. Pre-Installation Meetings: Initiate and conduct with supplier, installer and related trades, coordinate materials and techniques, and sequence complex hardware items and systems installation. Convene at least one week prior to commencement of related work. 1.05 DELIVERY, STORAGE AND HANDLING: A. Delivery: Coordinate delivery to appropriate locations (shop or field). B. Acceptance at Site: Items individually packaged in manufacturers' original containers, complete with proper fasteners and related pieces. Clearly mark packages to indicate contents, locations in hardware schedule and door numbers. C. Storage: Provide locked storage area for hardware, protect from moisture, sunlight,paint, chemicals, etc... 1.06 PROJECT CONDITIONS: A. Where exact types of hardware specified are not adaptable to finished shape or size of members requiring hardware, provide suitable types having as nearly as practical as the same operation and quality as type specified, subject to Architect's approval. 1.07 SEQUENCING AND COORDINATION: A. Coordinate with concrete. B. Reinforce walls. CITY OF VERNON—Tenant Improvement Finish Hardware City Attorney&Administration Offices 08710 -4 Vernon, California C. Coordinate finish floor materials and floor-mounted hardware. D. Conduit and raceways as needed for electrical, electronic and electro-pneumatic hardware items. Fire/life-safety system interfacing. Point-to-point wiring diagrams plus riser diagrams to related trades. E. Furnish manufacturer templates to door and frame fabricators. F. Use hardware consultant to check Shop Drawings for doors and entrances to confirm that adequate provisions will be made for proper hardware installation. 1. Confirm that door manufacturers furnish necessary UBC-7-2 compliant seal packages. 1.08 WARRANTY: A. Part of respective manufacturers' regular terms of sale. Provide manufacturers' warranties: 1. Closers: Ten years mechanical, two years electrical. 2. Exit Devices: Three years. 3. Hinges: Life of Building. 4. Other Hardware: Two years. 1.09 COMMISSIONING: A. Test door hardware operation with climate control system and stairwell pressurization system both at rest and while in full operation. PART 2 - PRODUCTS 2.01 MANUFACTURERS: A. Listed acceptable alternate manufacturers: submit for review products with equivalent function and features of scheduled products as scheduled on drawings. B. Provide hardware items required to complete the work in accordance with these specifications and manufacturers' instructions. 1. Include items inadvertently omitted from this specification. Note these items in submittal for review. 2. Where scheduled item is now obsolete, bid and furnish manufacturers updated item at no additional cost to the project. CITY OF VERNON—Tenant Improvement Finish Hardware City Attorney&Administration Offices 08710 - 5 Vernon, California 2.02 HANGING MEANS: A. Conventional Hinges: Hinge open widths minimum, but, of sufficient throw to permit maximum door swing. Steel or stainless steel pins and concealed bearings. 1. Three hinges per leaf to 7 foot, 6 inch height. Add one for each additional 30 inches in height, or any fraction thereof. 2. Extra heavy weight hinges on doors over 3 foot, 5 inches in width. 3. Outswinging exterior doors: non-ferrous with non-removable (NRP)pins. 4. Non-ferrous material exteriors and at doors subject to corrosive atmospheric conditions. 5. Provide shims and shimming instructions for proper door adjustment. B. Continuous Hinges: 1. Geared-type aluminum at exteriors: Include a non-removable cap to guard against foreign material, e.g. sticks, sand, epoxy etc. a. Heavy-duty, double-bearing units for doors over 3 foot, 5 inches in width. b. Heavy-duty, double-bearing units for doors with panic hardware or fire exit devices. 2.03 LOCKSETS, LATCHSETS, DEADBOLTS: A. Mortise Locksets and Latchsets: As scheduled. 1. Chassis: Cold-rolled steel, handing field-changeable without disassembly. 2. Latchbolts: 3/4 inch throw stainless steel anti-friction type. 3. Lever Trim: Through-bolted, accessible design, cast lever or solid extruded bar type levers as scheduled on drawings. Filled hollow tube design unacceptable. a. Spindles: Security design independent break-away. Breakage of outside lever does not allow access to inside lever's hubworks to gain wrongful entry. 4. Thumbturns: Accessible design not requiring pinching or twisting motions to operate. 5. Deadbolts: Stainless steel 1-inch throw. 6. Electric operation: Manufacturer-installed continuous duty solenoid. 7. Strikes: 16 gage curved steel, bronze with 1 inch deep box construction, lips of sufficient length to clear trim and protect clothing. 8. Scheduled Lock Series and Design: As scheduled on Drawings. 9. Certifications: a. ANSI A156.13, 1994, Grade 1 Operational, Grade 1 Security. b. ANSUASTM F476-84 Grade 31 UL Listed. CITY OF VERNON—Tenant Improvement Finish Hardware City Attorney&Administration Offices 08710 - 6 Vernon, California 2.04 EXIT DEVICES/PANIC HARDWARE A. General features: Panic hardware shall comply with CBC Section 1003.3.1.9 and UBC Standard 10-4 and shall be mounted above 36"to 44" above the finished floor surface. The unlatching force shall not exceed 15 lbs. applied in the direction of travel. 1. Independent lab-tested 1,000,000 cycles. 2. Push-through touch pad design. No exposed touch bar fasteners, no exposed cavities when operated. Return stroke fluid dampeners and rubber bottoming dampeners, plus anti-rattle devices. 3. No exposed screws to show through glass doors. 4. Non-handed basic device design with center case interchangeable with all functions, no extra parts required to effect change of function. 5. Releasable with 32 lb. maximum pressure under 250 lb. load to the door. 6. 0.75-inch throw deadlocking latchbolts. 7. End caps: impact-resistant, flush-mounted. No raised edges or lips to catch carts or other equipment. 8. No exposed screws to show through glass doors. 9. Non-handed basic device design with center case interchangeable with all functions, no extra parts required to effect change of function. 10. Flush end cap design as opposed to typical "bottle-cap" design end cap. 11. Comply with CBC Section 1003.3.1.9. B. Specific features: 1. Fire-Labeled Devices: UL label indicating"Fire Exit Hardware". Vertical rod devices less bottom rod(LBR)unless otherwise scheduled. 2. Non-Fire Rated Devices: cylinder dogging. 3. Lever Trim: Breakaway type, forged brass or bronze escutcheon min .130" thickness, compression spring drive, match lockset lever design. 4. Removable Mullions: Removable with single turn of building key. Securely reinstalled without need for key. Furnish storage brackets for securely stowing the mullion away from the door when removed. 2.05 CLOSERS A. General: One manufacturer for closer units throughout the Work. Door closer when provided then the sweep period of the closer shall be adjusted to so that from an open position of 70 degrees, the door will take at least 3 seconds to move to a point 3" from the latch, measured to the landing side of the door per CBC Section 1133B.2.5.1. B. Surface Closers: 1. Full rack-and-pinion type cylinder with removable non-ferrous cover and cast iron body. Double heat-treated pinion shaft, single piece forged piston, chrome-silicon steel spring. CITY OF VERNON—Tenant Improvement Finish Hardware City Attorney&Administration Offices 08710 - 7 Vernon, California 2. ISO 2000 certified. Units stamped with date-of-manufacture code. 3. Independent lab-tested 10,000,000 cycles. 4. Thru-bolts at wood doors unless doors are provided with closer blocking. Non-sized, non-handed, and adjustable. Place closer inside building, stairs, and rooms. 5. Plates, brackets and special templating when needed for interface with particular header, door and wall conditions and neighboring hardware. 6. Opening pressure: Exterior doors 5 lb., interior doors 5 lb., labeled fire doors shall not exceed 15 lb. 7. Separate adjusting valves for closing speed, latching speed and backcheck, fourth valve for delayed action where scheduled. 8. Extra-duty arms (EDA) at exterior doors scheduled with parallel arm units. 9. Exterior door closers: tested to 100 hours of ASTM B 117 salt spray test, furnish data on request. 10. Exterior doors do not require seasonal adjustments in temperatures from 120 degrees F to—30 degrees F, furnish data on request. 11. Non-flaming fluid will not fuel door or floor covering fires. 12. Pressure Relief Valves (PRV): unsafe, not permitted. 2.06 OTHER HARDWARE A. Automatic Flush Bolts: Low operating force design, "LBR"type. B. Overhead Stops: As scheduled on Drawings. Non-plastic mechanisms and finished metal end caps. Field-changeable hold-open, friction and stop-only functions. C. Kick Plates: Four beveled edges, .050 inches minimum thickness, height and width as scheduled. Sheet-metal screws of bronze to match other hardware. D. Door Stops: Provide stops to protect walls, casework or other hardware. 1. Unless otherwise noted in Hardware Sets,provide floor type with appropriate fasteners. Where floor type cannot be used, provide wall type. If neither can be used,provide overhead type. E. Seals: Finished to match adjacent frame color. UL label applied to seals on rated doors. Substitute products: certify that the products equal or exceed specified material's thickness and durability. Proposed substitutions: submit for approval. 1. Non-corroding fasteners at in-swinging exterior doors. 2. Sound control openings: Use components tested as a system using nationally accepted standards by independent laboratories. Ensure that the door leafs have the necessary sealed-in-place STC ratings. Adhesive mounted components not acceptable. Fasten applies seals over bead of sealant. CITY OF VERNON—Tenant Improvement Finish Hardware City Attorney&Administration Offices 08710 - 8 Vernon, California 3. Fire-rated Doors, Resilient Seals: UL10C/UBC-7-2 compliant. Coordinate with selected door manufacturers and selected frame manufacturer's requirements. Where rigid housed resilient seals are scheduled in this section and the selected door manufacturer only requires an adhesive mounted resilient seal, furnish rigid housed seal at minimum, or both the rigid housed seal and the adhesive applied seal if necessary to fulfill door manufacturer's requirement. Adhesive applied seal alone is deemed insufficient for this project where rigid housed seals are scheduled. 4. Fire-rated Doors, Intumescent Seals: Furnish fire-labeled opening assembly complete and in full compliance with ULIOC/UBC-7-2. Furnished by selected door manufacturer, these seals vary in requirement by door type and door manufacture. Adhesive applied intumescent strips are not acceptable. Careful coordination required. F Automatic door bottoms: Low operating force units. Doors with automatic door bottoms plus head and jamb seals cannot require more than two pounds operating force to open when closer is disconnected. G. Thresholds: As scheduled and per details. Substitute products: certify that the products equal or exceed specified material's thickness. Proposed substitutions: submit for approval. 1. Exteriors: Set in full bed of butyl-rubber or polyisobutylene mastic sealant complying with requirements in Division 7 "Thermal and Moisture Protection". Non-ferrous 1/4 inch fasteners and lead expansion shield anchors, or Red-Head#SFS-1420 (or approved equivalent) Flat Head Sleeve Anchors (SS/FHSL). 2. Sound control openings: Set in bed of mastic sealant. H. Fasteners: Generally, exposed screws to be Phillips or Robertson drive. Pinned TORX drive at high security areas. Flat head sleeve anchors (FHSL) may be slotted drive. Sheet metal and wood screws: full-thread. Sleeve nuts: full length to prevent door compression. I. Silencers: Interior hollow metal frames, 3 for single doors, 4 for pairs of doors. Omit where adhesive mounted seal occurs. Leave no unfilled/uncovered pre- punched silencer holes. 2.07 FINISH: A. Generally BHMA: As scheduled on Drawings 1. Areas using BHMA, as scheduled on Drawings to have push-plates, pulls and protection plates As scheduled on Drawings, unless otherwise noted. CITY OF VERNON—Tenant Improvement Finish Hardware City Attorney&Administration Offices 08710 - 9 Vernon, California B. Door closers: factory powder coated to match other hardware,unless otherwise noted. C. Aluminum items: match predominant adjacent material. Seals to coordinate with frame color. 2.08 KEYING REQUIREMENTS A. Key System: Schlage Everest—D keyway utility-patented keyway I interchangeable core. Utility patent protection to extend at least until 2014, Key blanks available only from factory-direct sources, not available from after-market key blank manufacturers. For estimate use factory GMK charge. Initiate and conduct meetings with Owner and I-R Security& Safety Consultants representatives to determine system Keyway(s), keybow styles, structure and degree of geographic exclusivity. Furnish Owner's written approval of the system. Owner will order and supply permanent cylinders/cores. Owner/Contractor will install permanent cylinders/cores, B. Keys 1. New factory registered master key system. 2. Construction Keying: Furnish temporary keyed-alike cores. Remove at substantial completion and install permanent cylinders/cores in Owner's presence. Demonstrate that construction key no longer operates. 3. Furnish 10 construction keys. 4. Furnish 2 construction control keys. C. Key Cylinders: Furnish utility patented, 6-pin solid brass construction. D. Cylinder Cores: furnish keyed at factory of lock manufacturer where permanent records are maintained. Locks and cylinders same manufacturer. E. Permanent Keys: Use secured shipment direct from point•)f origination to Owner. 1. For estimate: 3 keys per change combination, 5 master keys per group, 5 grand-master keys, 3 control keys 2. For estimate: VKC stamping plus "Do Not Duplicate". F. Bitting List: Use secured shipment direct from point of origination to Owner upon completion. PART 3 - EXECUTION 3.01 PREPARATION: A. Ensure that walls and frames are square and plumb before hardware installation. CITY OF VERNON—Tenant Improvement Finish Hardware City Attorney&Administration Offices 08710 - 10 Vernon, California B. Locate hardware per SDI-100 and applicable building, fire, life-safety, accessibility, and security codes. 1. Notify Architect of any code conflicts before ordering material. 2. Where new hardware is to be installed near existing doors/hardware scheduled to remain, match locations of existing hardware. 3.02 INSTALLATION A. Install hardware per manufacturer's instructions and recommendations. Do not install surface-mounted items until finishes have been completed on substrate. Set units level, plumb and true to line and location. Adjust and reinforce attachment substrate for proper installation and operation. 1. Gaskets: Install jamb-applied gaskets before closers, overhead stops, rim strikes, etc. Install sweeps across bottoms of doors before astragals, cope sweeps around bottom pivots, trim astragals to tops of sweeps. B. Locate floor stops not more than 4 inches from the wall. C. Drill pilot holes for fasteners in wood doors and/or frames. D. Lubricate and adjust hardware scheduled to remain. Carefully remove and give to Owner items not scheduled for reuse. 3.03 ADJUSTING A. Adjust and check for proper operation and function. Replace units, which cannot be adjusted to operate freely and smoothly. 1. Hardware damaged by improper installation or adjustment methods to be repaired or replaced to Owner's satisfaction. B. Inspection: Use hardware supplier. Include suppliers with closeout documents. C. Follow-up inspection: Installer to provide letter of agreement to Owner that approximately 6 months after substantial completion, installer will visit Project with representatives of the manufacturers of the locking devices and door closers to accomplish following: 1. Re-adjust hardware. 2. Evaluate maintenance procedures and recommend changes or additions, and instruct Owner's personnel. 3. Identify items that have deteriorated or failed. 4. Submit written report identifying problems and likely future problems. CITY OF VERNON—Tenant Improvement Finish Hardware City Attorney&Administration Offices 08710 - 11 Vernon, California 3.04 DEMONSTRATION: A. Demonstrate electrical, hardware systems, including adjustment and maintenance procedures. 3.05 PROTECTION/CLEANING: A. Cover installed hardware,protect from paint, cleaning agents, weathering, carts/barrows, etc. Remove covering materials and clean hardware just prior to substantial completion. B. Clean adjacent wall, frame and door surfaces soiled from installation/reinstallation process. 3.06 SCHEDULE OF FINISH HARDWARE A. See door schedule in drawings for hardware set assignments. B. Manufacturers and their abbreviations used in this schedule: ADA Adams Rite HEN Henderson IVE H. B. Ives LCN LCN NGP National Guard Products SCH Schlage Lock Company VON Von Duprin HARDWARE SETS —AS SCHEDULED ON DRAWINGS END OF SECTION 819 North Rengstorff Glass and Glazing Workforce Studio Development 08800 - 1 Mountain View, California SECTION 08800 GLASS AND GLAZING PART 1 - GENERAL 1.01 DESCRIPTION: Division 1 applies to this Section. Provide glass and glazing complete as indicated, specified, and required. A. Work In This Section: Principal items include: 1. Window glass. 2. Mirrors. 1.02 QUALITY ASSURANCE: A. Quality Standards: In addition to Code, glass installations shall comply with ANSI Z97.1, as applicable and Federal Safety Standard 16 CFR 1201. 1.03 SUBMITTALS: Refer to Section 01300 for procedures. A. Samples and Product Data: Obtain color instructions from the Architect prior to submission. Submit the following: 1. Samples of various glasses to extent requested by Architect, 12" square with smooth edges. 2. Glazing channels with manufacturer's data covering materials and warranty. 3. Samples of unframed mirrors, 12" square with smooth edges, complete with attachments. 4. Product data for mirror adhesive. B. Full-Size Samples: Install full-size Samples of glass specified below, Samples installed in the frames forming a part of the Work, locations designated by the Owner and/or Architect. Glass showing defects, including excessive distortion, which detract from the artistic effect, appearance, and design concept of the building, in the Owner's and/or Architect's opinion, shall be removed and acceptable glass installed at no extra cost to the Owner. The approved Sample installations establish the standard of quality required for all glass installations of the same kinds and types. C. Certificates: Submit from manufacturer stating the quality, thickness, and type of all unlabeled glass and glazing delivered to the site for field cutting. D. Purchase Orders: Within 90 working days after execution of the Contract, submit evidence that firm purchase orders for all glass and glazing required for the Work have been placed with the glass suppliers. 819 North Rengstorff Glass and Glazing Workforce Studio Development 08800 -2 Mountain View, California 1.04 JOB CONDITIONS: Protect glass and glazing until completion and final acceptance. Repair or replace damaged or defective glazing to the original specified condition, at no extra cost to Owner. Damaged or defective glazing includes glass that cannot be properly cleaned. 1.05 WARRANTY: Refer to Section 01740. Furnish a written warranty covering glass and glazing channels for 5 years against all defective material or deterioration including, without limitation, shrinkage causing loss of seal and exposure to sun, ozone, elements, smog and other air pollution, and commercial glass cleaners. Furnish a written warranty covering unframed mirrors against silver spoilage for 15 years. PART 2 - PRODUCTS 2.01 MANUFACTURE: Refer to Drawings for product and finish selections. Use products of only one manufacture throughout for each specialty item specified unless otherwise noted or approved. 2.02 GLASS MATERIALS: Domestic brand conforming to ASTM C1036 and ASTM C1048 for tempered, by PPG Industries, Inc., Glass Group, Libbey-Owens-Ford, Monsanto, St. Gobain, Spectrum, Viracon or equal. Factory cut glass lights shall be labeled and labels shall not be removed until directed. Job-cut glass, delivered unlabeled as "stock to cut", shall be accompanied by manufacturer's affidavit stating quality, thickness, type and manufacture; no such glass shall be cut until Architect's approval of material is obtained. A. Plate Glass: Clear, glazing quality float, 1/4" thick unless otherwise shown or specified. B. Tinted Plate Glass: If indicated or required provide PPG Solar unless otherwise indicated or selected by Architect, glazing quality, polished plate or float, 1/4" thick unless otherwise shown. C. Tempered Glass: Furnish factory fully tempered glass. Handle and size glass in accordance with manufacturer's instructions. Furnish glass free of visible tong marks when installed. On each sheet, include an inconspicuous but visible label fused to the glass and placed in a lower corner, identifying the tempered glass. Provide fireman's tempered glass label if required by the local Fire Department. Furnish clear unless otherwise indicated or required by Title 24 requirements. D. Insulating Glass Units: Drawings and Specifications are based upon the use of insulating glass units conforming to the requirements herein, which establish intended types; refer to Section 01600 for substitutions. 1. All insulated glazing shall be glazed at the factory. All glazing shall be "Low E", unless otherwise indicated on the drawings, constructed to an overall minimum thickness of 7/8" with two lites of DSB tempered glass as size and loading requires. All insulated glass units shall be tested, certified and carry the required label reflecting level of testing passed an 819 North Rengstorff Glass and Glazing Workforce Studio Development 08800 - 3 Mountain View, California STC rating as indicated on drawings, the Contractor shall verify with current Acoustic Report prior to purchasing windows, along with all other requirement. E. Unframed Mirrors: Clear or smoke where indicated, mirror quality float glass, Type I, Class 1, Quality ql silvering and 1/4" thick unless otherwise indicated, edges ground and polished, double silvered, with electro-deposited copper backing and protective back paint coat equal to Palmer Products "Mirro-Bac Paint". Provide unequal leg channels at top and bottom edges unless otherwise shown or directed, of clear anodized extruded aluminum or stainless steel. F. Glass Adhesive: Standard product adhesive expressly manufactured for glass installation, equal to Palmer Products "Mirro-Mastic" with Mirro-Mastic Bond". 2.02 GLASS SETTING MATERIALS: A. Glazing Channels: Extruded neoprene or fibrous glass reinforced core vinyl type conforming to NAAMA SG-1-70, color as approved, with serrated channel legs for a tight seal to glass, meeting 5 year warranty requirements. B. Blocks and Spacers: Approved vinyl plastic or neoprene rubber type, nominal 50 to 90 Durometer except as recommended by glass manufacturer. C. Glazing Sealant: Tremco Mono One-Part Sealant, or equal, approved colors. For butt glazing,use Dow Corning Corp. "Dow Corning Silicone Rubber Sealant" or General Electric Company SCS 1200 Series Silicone Construction Sealant, clear. 2.03 TOILET ROOM MIRRORS: Mirror quality 1/4" thick polished plate, ground edges, double-silvered, copper backed, and organic coating,bearing 5-year guarantee against silver spoilage. Provide stainless steel or aluminum channels as required for proper installation and secure with adhesive supplied by mirror manufacturer. PART 3 -EXECUTION 3.01 GLAZING: Employ skilled and experienced glazers. Set glass air-tight and true with glazing channels. Perform glazing according to the "Glazing Manual" of the Flat Glass Jobbers Association and with PPG Technical Service Report#104 except as required herein. Install glass in metal frames according to manufacturer's instructions to obtain weatherproof and waterproof installations. Conform glass edge bearings, clearance, and edge laps to Code. Use glazing channels specified herein unless channels are furnished by manufacturers under other Sections. A. Glass Fastenings: Set glass in rabbets with glazing blocks and spacers so glass does not contact frame. Set glass to preclude looseness and rattling. B. Glazing Channels: Compress channels at least 5% lengthwise during installation, and at least 15%by stops. Produce air and water tight installations. 819 North Rengstorff Glass and Glazing Workforce Studio Development 08800 -4 Mountain View, California 3.02 UNFRAMED MIRRORS: Clean backing of paint and other deleterious materials, then prime with bond coat. Embed all mirrors in a continuous contact of glass adhesive. Provide top and bottom edge channels and corner guards of stainless steel or aluminum as indicated or directed. 3.03 COMPLETION: Do not use harsh cleaning agents, caustics, acids, or abrasives for cleaning. Wash and polish glass both sides and leave free of dirt, streaks, and labels. END OF SECTION CITY OF VERNON—Tenant Improvement Metal Support Systems City Attorney&Administration Offices 09100 - 1 Vernon, California SECTION 09100 METAL SUPPORT SYSTEMS PART 1 - GENERAL 1.01 DESCRIPTION: Division 1 applies to this Section. Provide metal support systems complete metal support systems where indicated on drawings, specified, and required. A. Work In This Section: Principal items include: 1. Metal framing for gypsum wallboard walls and ceilings. 2. Metal backing plates for securing materials of other trades. 3. Installation of access panels on metal framing as furnished by other trades. 4. Provide access panels indicated on Architectural drawings. B. Related Work Not In This Section: 1. Gypsum wallboard. 2. Hanger wires and framing for suspended grid acoustical ceilings. 3. Thermal and sound insulation. 4. Furnishing access panels for mechanical and electrical trades. 5. Firestopping. 6. Load bearing metal studs. 1.02 QUALITY ASSURANCE: A. Code: Conform all installations to Code. In case of conflict between Contract Documents and Code, the more stringent requirements shall govern. B. Reference Specification: Except as modified herein or required by Code, conform metal support systems for plaster to the Plaster Metal Framing/Lath Manual of the California Lathing and Plastering Contractors Association Inc., hereinafter referred to as Ref Spec. C. Tolerances: Erect walls and partitions on straight lines, plumb, free of twists or other defects, and contacting a 10-foot straightedge for its entire length at any location. Erect all horizontal framing level within a tolerance of 1/8" in 12-feet in any direction. Erect sloped framing in true planes to same tolerance as horizontal framing. D. Regulatory Requirements: Comply with all applicable requirements of ASTM C 754 and the referenced Manual as referred to above. CITY OF VERNON—Tenant Improvement Metal Support Systems City Attorney&Administration Offices 09100 -2 Vernon, California 1.03 SUBMITTALS: Refer to Section 01300 for procedures. A. Shop Drawings: Shop Drawings showing details for each typical partition, wall, ceiling, and shaft support framing system will not be required,provided construction complies with Contract Documents. B. Product Data: Submit complete materials list for all Work of this Section. C. Samples: Submit such Samples as Architect may request. PART 2 - PRODUCTS 2.01 MATERIALS: A. Screw-On Drywall Studs: ASTM C645 and following requirements: 1. Standard Drywall Studs: Of minimum 25 gage electro galvanized steel having punched utility openings and knurled flanges at least 1-1/4" wide, with flange returns, except where 20 gage or heavier is shown or specified. a. Roll-formed C channel with knurled edges and keyhole shaped punched openings along the web, widths as indicated on drawings. b. Shaftwall Studs: C-H type studs, as manufactured by US Gypsum or equal, size as required or as indicated on the drawings. 2. Stud Height: Gages specified above are minimum. Where required stud height exceeds Code approvals, provide heavier gage studs and/or decrease stud spacing as necessary to conform to Code approvals, at no extra cost to Owner. 3. Stud Accessories: Provide all standard related accessories including floor and ceiling tracks, clips, fasteners, and the like, of the same manufacture as each type of stud specified, as required for complete installations. C. Furring and Runner Channels: Hot-rolled or cold-rolled steel channels coated with rust-inhibitive paint and weighing per 1,000 lineal feet,before coating, not less than: Size Hot-Rolled Cold-Rolled 3/4 inch 300 lbs. 300 lbs. 1-1/2 inch 1120 lbs. 475 lbs. 2 inch 1260 lbs. 590 lbs. D. Screw-On Drywall Furring Channels: ASTM C645, minimum 0.022" thick zinc coated steel, minimum 1-3/4" face, 2-3/4" base span, and 7/8" furring depth. 1. Hat Shaped: 7/8" deep with 1-3/8" screwable surface and 1/2"wing flanges equal to USG DWC-25. 2. Z-Shapes: Fabricated with 7/8" attachment flange, 1-1/4" face flange,by depth as indicated on drawings, equal to USG Z-Galvanized Furring CITY OF VERNON—Tenant Improvement Metal Support Systems City Attorney&Administration Offices 09100 - 3 Vernon, California Channels. 3. Resilient Channels: Equal to USG RC-1 or RC-2 galvanized resilient channels, 1/2"' deep. E. Stiffeners and main Runner Channels: Cold-rolled or hot-rolled steel channels, size as required, coated with non-inhibitive paint. Use Bridge Clip as manufactured by The Steel Network, or equal with locking down cold rolled channels. F. Ceiling Deflection Track: Except as otherwise indicated,provide one of the following: 1) 22 Gage No. 53 Flex Track, deep leg track manufactured by Superior Metal Trim, or equal conforming to requirements of ASTM C645 or 2) VertiClip SLD deflection clip, in conjunction with 25 gage standard track for interior walls. G. Wires: ASTM C 754, soft-annealed galvanized steel wire, 8 gage for hanger wires and 16 gage for framing unless otherwise specified. H. Sound Insulating Tape Seals: 'Bear Tape" by Norton Industries, or equal. I. Acoustical Sealant: By USG, Gold Bond, or equal,permanently resilient type. J. Metal Primer: Red Oxide Primer or equal. K. Steel Backing Plates: Fabricate of minimum 4" wide by 16 gage steel except as otherwise indicated. Apply shop coat of metal primer. 2.02 ACCESS PANELS: Karp or Milcor; Style K at plaster; Style DW for wallboard finish; Style M-Standard at masonry; Style M-Stainless at ceramic tile; Style AP or AT as required at ceilings. For fire-rated walls,provide fire-rated access doors bearing appropriate UL fire-resistive label. PART 3 -EXECUTION 3.01 INSTALLATION OF STUD TRACKS: Bolt or screw fasten to metal and anchor at least 1-1/4" into concrete with bolts and expansion shields, sleeved "dryvins", cinch anchors, screws and lead plugs, drilled and bolted steel shells,powder-driven fasteners, or other approved device. Concrete nails are not acceptable. Secure all tracks within 6" of ends and at spacing to resist design loads, maximum 36" centers between unless otherwise indicated. 3.02 WALL FRAMING AND FURRING FOR GYPSUM DRYWALL: A. Screw-On Drywall Studs: Provide 25 gage studs at maximum 24" centers except as otherwise shown, specified, or required under Subparagraph "Stud Height". Secure to top track in manner that allows for deflection of structure above. Provide full height doubled studs at jambs of openings. Form heads and sills of openings with track sections screwed or bolted to jamb studs,unless CITY OF VERNON—Tenant Improvement Metal Support Systems City Attorney&Administration Offices 09100 -4 Vernon, California otherwise shown. Install 16 gage studs at wall-hung lavatories,urinals, grab bars, wall-hung equipment, and elsewhere shown. B. Walls Over 6" Wide: Where partitions are shown with stud dimensions more than 6" in depth, install two rows of 2-1/2" minimum wide studs,using 1-1/2" runner channel cross ties at 16" centers vertically and 24" centers horizontally, all bolted, screw fastened, or welded in place. In lieu thereof, install systems equal to Expandable partition No. 7 (Blue Diamond Company) in conformance with manufacturer's requirements. C. Wall Bracing: Lateral bracing shall be provided by use of gypsum board and gypsum sheathing or by horizontal straps or cold-rolled channels. Bracing shall conform to Section D3 of the AISI Specifications. At heads of all doors, and heads and sills of wall openings,provide lateral bracing extending to the second stud beyond each side of jambs. D. Wall Furring: Install metal stud or channel furring as indicated. 3.03 SUSPENDED CEILINGS, SOFFITS, AND FURRING: A. Hanger Wires: Secure to the structure above according to Code and the approved submittal. Allow sufficient length for two or more complete turns around runner channels at proper ceiling height. B. Suspended Plaster Framing: Provide 8 gage hanger wires at maximum 36" centers along 1-1/2" runner channels spaced at maximum 48" centers, and 3/4" furring channels spaced at maximum 16" centers, all wire tied. Install the framing for unrestrained ceilings and soffits unless otherwise shown. C. Suspended Gypsum Wallboard Framing: Provide 8 gage hanger wires at maximum 48" centers along 1-1/2" runner channels spaced at maximum 48" centers, and screw-on drywall furring channels spaced at maximum 16" centers; secure to runners with Code approved galvanized steel clips or wire ties. D. Connections: Turn twice or saddle tie hanger wires around runner channels and twist three times around standing wire. Adjust hanger wire to bring furring and ceilings to level and true plans. Lap runner channels a minimum 12" at splices and tie with a double wrap of 16 gage wire 2" from each end of splices. Saddle tie furring channels to each runner channel with not less than two strands of 16 gage tie wire. Lap furring channels 8" minimum at splices and tie with a double wrap of 16 gage tie wire V from each end of splices. E. Suspension Under Ducts: For hangers spaced at 4 to 5-1/2 foot centers, provide 6 gage hanger wires with minimum 2" runner channels at maximum 48" centers. For greater spans, design system for live load of 10 pounds per square foot of area plus dead load and detail in Shop Drawings. CITY OF VERNON—Tenant Improvement Metal Support Systems City Attorney&Administration Offices 09100 - 5 Vernon, California F. Furring: Provide framing for horizontal furring as shown and required. Conform to above requirements as applicable. 3.04 BACKING AND ANCHORAGE: Install and attach to metal studs or furring for anchoring items indicated or specified in other Sections. Comply with approved submittals specified under other Sections as applicable to steel backing. Backing may be omitted where anchorage for wall-hung items is directly into steel studs of 18 gage or heavier, or items are furnished with equivalent mounting devices. Install backings of lengths to span over at least two supports, equipped with two countersunk machine screws at each support except backing may be welded to supports 18 gage or heavier. 3.05 ACCESS PANELS: Install and rigidly connect to metal framing. Coordinate the exact required locations with related trades. On acoustical unit ceilings, install the panels to align with and maintain the grid pattern. Check all other Sections of Specifications for access panels specified to avoid duplication. END OF SECTION CITY OF VERNON—Tenant Improvement Gypsum Wallboard City Attorney&Administration Offices 09250 - 1 Vernon, California SECTION 09250 GYPSUM WALLBOARD PART 1 - GENERAL 1.01 DESCRIPTION: Division 1 applies to this Section. Provide gypsum wallboard complete as indicated, specified, and required. A. Work In This Section: Principal items include: 1. Gypsum wallboard finish on walls and ceilings. 2. Joint, edge, corner, and fastener finishing. 3. Sound insulation in gypsum wallboard partitions. 4. Sound and airsealing Work of this Section. 5. Skimcoat finish where scheduled. 6. Interior tile backer board. B. Related Work Not In This Section: 1. Wood/metal stud support framing. 2. Thermal insulation. 3. Painting. 1.02 SUBMITTALS: Refer to Section 01300 for procedures. 1.03 JOB CONDITIONS: Make a detailed inspection of areas and surfaces to be enclosed or covered by gypsum drywall and arrange for correction of defective workmanship or materials. Ascertain that other Work enclosed by drywall has been inspected and approved before starting installation; otherwise,uncover as directed at no extra cost to Owner. PART 2 - PRODUCTS 2.01 MANUFACTURE: Use products of only one manufacture throughout for each specialty item specified unless otherwise noted or approved. 2.02 MATERIALS: A. Gypsum Wallboard: ASTM C36, provide 5/8" Type X or Type C gypsum board, or any other type of drywall that may be required by fire rated assemblies shown on drawings, tapered edges for exposed surfaces, regular grade by the Code. For walls in toilets and bathrooms, and where indicated,provide Type W/R or Type X W/R water resistant boards as required by the jurisdiction and where recommended by the Gypsum Association. Gypsum wallboard manufacturer and type shall match description of rated fire assemblies. Assemblies may be proprietary. CITY OF VERNON—Tenant Improvement Gypsum Wallboard City Attorney&Administration Offices 09250 -2 Vernon, California B. Screws: ASTM C646, corrosion-resistant self-tapping bugle-head spiral threaded type, minimum 1" long except 1-5/8" for double layer walls or longer where RC channels are used, lengths to penetrate all supporting metal at least 3/8". Furnish specially hardened type screws where required by code for support. C. Drywall Nails: ASTM C514, supplied or recommended by the wallboard manufacturer,No. 13 gage 1-5/8" long, 19/64" head, Dry Tite, acid etched or No. 098 gage, 1-3/8' long annular ringed 6d, cooler nails. D. Metal Trim and Corner Beads: Of electrogalvanized steel with taping flanges, as manufactured or recommended by drywall manufacturer, corner beads at all outside corners and "J" shaped trim members where abutting other materials. Provide "bullnose" corner beads at all areas,unless otherwise required by the Architect/Owner. E. Finishing Materials: ASTM C475,joint tape,joint bedding compound, finishing cement, and adhesive, and laminating compounds supplied or recommended by wallboard manufacturer. F. Calking Compound: Permanently non-hardening type as supplied or recommended by wallboard manufacturer. G. Sound Insulation: Owens Corning Fiberglass batts maybe used in locations as approved by the Architect in advance for interior sound control. "Thermafiber" friction fit fibrous batts, nominal 2.80 pcf density by USG Corp are required for fire rated assembly meeting the required 2.80 pcf density as stated above. H. Resilient(RC) Furring: ASTM C645, minimum 25 gage, either"Z" or"hat shaped" as indicated or required, designed for sound reduction by gypsum wallboard manufacturer. PART 3 -EXECUTION 3.01 INSTALLATION OF GYPSUM WALLBOARD: A. General: Perform wallboard installation and finishing according to ANSI A997.1 and the wallboard manufacturer's instructions. Do not install wallboard until building is weathertight. Conform to fire-rating requirements, Building Code approvals, and requirements herein. B. Temperature: Maintain minimum 65 degrees F within building during installation. Furnish ventilation to eliminate excessive moisture. C. Fasteners: Install screws or nails so heads are below wallboard surface without breaking surface paper around the fastener. Space screws according to listed assembly requirements. CITY OF VERNON—Tenant Improvement Gypsum Wallboard City Attorney&Administration Offices 09250 - 3 Vernon, California D. Openings: Accurately cut and fit the wallboard at openings. At door and other openings, cut wallboard to continue across area above opening head; do not cut board to both jambs and fill in area over openings with separate pieces. Make the dimension from joint overhead of an opening to jamb of openings 6" minimum. Stagger joints on opposite side of partition. Maximum opening around electrical outlets 1/8" calked. E. Single Layer Walls: Place wallboard horizontally with long dimension across the studs or in one-piece vertical heights, vertical joints centered on supports and staggered on walls so as not to occur on opposite sides of same stud. Secure to each stud and tack with screws keeping screws 3/8" from edges. F. Multi-Layer Walls: Apply first layer same as for single layer walls, all joints in subsequent layers staggered with respect to first layer. G. Ceilings: Apply wallboard with long dimension at right angles to the framing, end joints staggered and centered over framing. Use boards of maximum practical length to minimize end joints and properly support around cutouts and openings. Secure with screws or nails. 3.02 JOINT TREATMENT AND FINISHING: Apply tape bedding compound, tape, and at least three coats of finishing cement on exposed joints, and other joints as required for sound insulating or fire-rated construction. Apply joint cement and two or more layers of finishing cement over screw or nail heads. Treat all inside corners with joint cement, tape, and finishing cement. Treat all outside corners with corner beads and finishing cement. Provide metal-casing beads at all edges of gypsum wallboard, which abut ceiling, wall, or column finish, and elsewhere as required, such as openings, offsets, etc. Make all exposed joints, trims, and attachments non-apparent following application of paint or other finishes; if the joints and fasteners are apparent, correct defects as directed with no extra cost to Owner. Seal the raw edges of plumbing openings and of boards that have been cut to fit with manufacturer's recommended sealant brushed on. When entire installation is completed and prior to installation of finish materials by other trades, correct and repair broken, dented, scratched, or otherwise damaged wallboard surfaces. 3.03 AIR SEALING: Seal connections between shaft walls, ducts,plenums, and building structure airtight with specified calking compound or tape and cement, including vertical shafts. 3.04 SOUND INSULATED PARTITIONS: Install sound insulation continuously between studs from finish floor to top of wall in which it occurs. Where cutouts are made for J- boxes, conduit,piping, and like items,back wall insulation with insulation so that one additional layer of insulation at least 24" wide and high is placed in back of cutout. Snugly fit in place free of gaps or holes. Calk between the wallboard edges and floors, walls, and at structures above other than acoustical ceilings with calking compound, forming a complete perimeter seal. Calk around outlet boxes and other penetrations in same manner. Where resilient channels occur a separate fastener will attach the RC CITY OF VERNON—Tenant Improvement Gypsum Wallboard City Attorney&Administration Offices 09250 -4 Vernon, California channel to the framing member. The gypsum wallboard will be attached to the RC channel and will at no time fasten directly to a framing member. 3.05 SKIM COAT FINISH: Provide where scheduled, apply USG Product that will produce a "orange peel" texture or"smooth" finish as indicated and as approved by Owner/ Architect. Apply after taping and screw head finishing is dry and sanded to produce surfaces free of trowel marks or other defects. A. GA 214 - Gypsum wallboard finish shall conform to requirements of GA 214, and as specified herein. Levels required for the Work are described as follows: Level 3: All joints and interior angles shall have tape embedded in joint compound and one additional coat of joint compound applied overall joints and interior angles. Fastener heads and accessories shall be covered with two separate coats of joint compound. All joint compound shall be smooth and tree of tool marks and ridges. Level 4: All joints and interior angles shall have tape embedded in joint compound and two separate coats of joint compound applied over all flat joints and one separate coat of joint compound applied over interior angles. Fastener heads and accessories shall be covered with three separate coats of joint compound. All joint compound shall be smooth and free of tool marks and ridges. END OF SECTION CITY OF VERNON—Tenant Improvement Ceramic Tile City Attorney&Administration Offices 09300 - 1 Vernon, California SECTION 09300 CERAMIC TILE PART 1 - GENERAL 1.01 DESCRIPTION: Division 1 applies to this Section. Provide ceramic tile complete as indicated, specified, and required. A. Work In This Section: Principal items include: 1. Wall tiles and bases. 2. Floor tiles. 3. Expansion joints. 4. Brass, zinc, bronze or aluminum edging angles at exposed floor tile edges. 5. Cement plaster backing for tile walls and bases. 6. Membrane waterproofing. B. Related Work Not In This Section: l. Cementitious wallboard backing for tile walls and bases. 2. Plaster subslabs. 3. Metal thresholds. 1.02 QUALITY ASSURANCE: A. Reference Standards: Conform to following standards unless otherwise required herein: 1. American National Standards Institute (ANSI). A108.1 Glazed Wall Tile, Ceramic Mosaic Tile, Quarry Tile and Paver Tile Installed With Portland Cement Mortar. A108.5 Ceramic Tile Installed With Dry-Set Portland Cement Mortar. A108.6 Ceramic Tile Installed With Chemical Resistant Water Cleanable Tile-Setting and Grouting Epoxy. A118.1 Dry-Set Portland Cement Mortar. A118.3 Chemical-Resistant Water-Cleanable Tile Setting and Grout Epoxy. A 118.4 Latex-Portland Cement Mortar. A137.1 Standard Specifications for Ceramic Tile. 2. Tile Council of America (TCA). a. Handbook for Ceramic Tile Installation, Current Edition. CITY OF VERNON—Tenant Improvement Ceramic Tile City Attorney&Administration Offices 09300 -2 Vernon, California 1.03 SUBMITTALS: Refer to Section 01300 for procedures. A. Samples: Obtain Architect's instructions and submit the following for selection and approval: 1. Each type, shape, and trimmer of tile in each color proposed for use. 2. Grout colors for tile. 3. Cured sealant colors for expansion joints in tile. 4. Brass, zinc, bronze or aluminum edging angles, 12" lengths. B. Product Data: Submit the manufacturer's printed directions for latex mortar and latex waterproofing. C. Master Grade Certificates: Submit for each lot of tile before installing. 1.04 MOCK-UP: If required by Architect provide all labor and materials to build and test mock-up. Mock-up shall accurately represent job conditions including joints, sealants, tile underlayment, anchors and tile finishes. Construct mock-up in strict accordance with approved Shop Drawings. Any deviations from or additions to details shown on Drawings are subject to the Architect's approval. 1.05 PRODUCT DELIVERY AND STORAGE: Deliver all tile to the site in unopened factory containers sealed with Grade Seal bearing printed name of manufacturer and the words "Standard Grade". Keep grade seals intact and containers dry until tiles are used. Keep cementitious materials dry until used. 1.06 JOB CONDITIONS: A. Conditions: Inspect and verify surfaces according to Section 01400 and report defects to Architect for correction before proceeding. B. Protection: Provide protection wherever required. Do not use lumber or other material likely to stain or deface installed materials. Close tile flooring to traffic completely for 24 hours after installation; thereafter, permit traffic only over protective covering of heavy paper or equivalent. PART 2 - PRODUCTS 2.01 BASIC MATERIALS: Dal Tile or approved equal. Portland cement: ASTM C150. Type I or II, low alkali. Dry-set portland cement mortar: ANSI A118.1, white or gray as specified. Hydrated lime: ASTM C207, Type S. Mortar sand: ASTM C 144, at least 4%passing No. 100 sieve. CITY OF VERNON—Tenant Improvement Ceramic Tile City Attorney&Administration Offices 09300 - 3 Vernon, California Joint sand: Same as mortar sand except as passing No. 30 sieve. Water: From domestic potable source. Admix: Anti-Hydro, Sika Red Label Suconem, or equal. Reinforcing mesh: Galvanized welded wire mesh, 1-1/2" by 2" mesh or 2" square mesh, minimum 16 gage, or equivalent or equal steel cross-section area. Metal lath: Expanded from galvanized steel sheets, 3.4 pounds per square yard, self furring type, galvanized nails, or as specified for reinforcing mesh. Latex mortar: ANSI A118.4 (factory inclusion of aggregate is not required), one of the following, or equal: Mer-Krete Tile Setting Adhesive. Custom-Crete Custom Building Products. Laticrete by Laticrete International. Latex admix: For joint grout,by same manufacturer as above latex mortar. Epoxy, tile setting mortar and grout: ANSI Al 18.3, as indicated on drawings and color as selected by Architect. Waterproofing membrane: The Noble Company, Chloroloy 240-CPE for wire reinforced mortar beds. Nobleseal TS for thin set tile applications, or approved equal. Color pigments: Pure ground mineral oxides, non-fading, alkali and lime proof, factory weighed and packaged. Tile backer board: Provide GP Dens Shield or Durock backer boards, thickness as indicated for interior and exterior applications as approved by the Architect. 2.02 TILE MATERIALS: Standard Grade conforming to ANSI A137.1, of following types. Perforated paper backed tile is not acceptable where the paper remains as a permanent part of installation. A. Wall Tile: Tile as scheduled on drawings, colors as selected, dust pressed, white body, square edged, with two integral joint spacing lugs on all edges, with matching integral cove base having spherical corner and angle units, integral bullnose for external angles and exposed edges, and integral cove for internal angles. B. Floor Tile: Tile as scheduled on drawings colors and patterns as selected, tile, cushion or all-purpose edges,premium colors and patterns, square unless otherwise shown. 2.03 SETTING BED MORTAR: Machine mix mortar after first dry mixing materials. Mix mortar not less than 5 minutes after water is first added. Accurately measure materials using calibrated measuring boxes; shovel measurement is not permitted. If required add admix for flexibility as recommended by Manufacturer. Discard mortar that is not placed CITY OF VERNON—Tenant Improvement Ceramic Tile City Attorney&Administration Offices 09300 -4 Vernon, California and compacted before initial set is reached. Measure all materials by volume. Provide epoxy mortar where required by Code, conforming to ANSI Al 18.3, color as scheduled or as selected by Architect. A. For Wall Tile: Quantity ranging from 1-part portland cement, 1/2-part hydrated lime, and 5-parts damp sand to 1-part portland cement, 1-part hydrated lime, and 7-parts damp sand and metal lath and waterproofing membrane. B. For Floor Tile: Quantity of 1-part portland cement, up to 1/10-part hydrated lime, and 6-parts damp sand, mixed to consistency and workability that allows maximum compaction during tamping of mortar bed. 2.04 BOND COAT: White or gray portland cement mixed with water and latex admix to a creamy consistency. For glazed wall tile only, gray or white dry-set portland cement mortar mixed in the same manner may be used. Do not add water or cement after initial mixing, and discard material not used prior to initial set. 2.05 TILE JOINT GROUT: Provide Laticrete Premixed, Sanded Grout as indicated on the drawings. 2.07 EDGING ANGLES: Extruded aluminum as indicated or required of minimum 1/8" leg thickness, as approved. PART 3 -EXECUTION 3.01 PREPARATION: Clean substrates of dust, dirt, oil, grease, and other deleterious substances. Conform preparation to requirements of the applicable Reference Standards and to recommendations of manufacturers of materials used. A. Concrete Slabs To Receive Mortar Setting Beds: Keep concrete damp for at least 8 hours and scrub with a neat portland cement slurry just before placing setting bed mortar. B. Cementitious Board: Prime with epoxy or latex primer as required or admix if required by instructions of epoxy or latex mortar manufacturer. 3.02 TILE INSTALLATION: Arrange tile surfaces according to the patterns detailed or approved. Accurately set tile with flush well-fitted joints, finished in true plan, plumb, square, sloped or level as required. Neatly cut and fit the tile closely against abutting surfaces. Construct joints of uniform width. Form corners and returns with approved trimmers. Neatly drill and cut tile without marring. Carefully grind and joint tile edges and cuts. Fit tile close around outlets, pipes, and fixtures so that escutcheons or collars overlap the tile. Arrange surfaces so that not less than half-size tile occurs. Drill holes for pipe penetrations through wall tile, do not cut or split tile, and set with tight ungrouted joint. CITY OF VERNON—Tenant Improvement Ceramic Tile City Attorney&Administration Offices 09300 - 5 Vernon, California A. Reinforcing Mesh: Provide mesh at the center of all mortar setting beds that are not direct-bonded to concrete slabs, lapped one full mesh and wire tied at splices. Keep mesh 1" away from expansion joints and walls. Run mesh up walls and over curbs of shower receptors, but do not secure through waterproofing. B. Mortar Bed Set Tile: Dampen glazed wall tile according to applicable Reference Standard. Apply setting bed mortar, mixed as specified, and screed surfaces of setting beds to required planes. Spread no more mortar than can be covered with tile before mortar initially sets. No retempered mortar may be used. Lay tile to avoid small or unsightly cuts. Set tile with uniform joint width. Trowel a 1/32" to 1/16" thick bond coat over the plastic setting bed mortar just prior to setting tile or apply to back of each tile as placed; use white bond coat where white tile joints occur. Set tile in position and beat firmly into the mortar. Bring tile faces to a true and proper plane. Complete all beating and leveling before mortar sets and in no case later than one hour after first placing. When ready, wet and remove paper and glue, avoiding the use of excess water. At this time adjust any out-of-line or out-of-level tile. C. Thin-Set Tile: Mix epoxy or latex mortar according to manufacturer's directions. Do not dampen tile. Conform to the instructions of both mortar and tile manufacturers. Apply mortar to areas no larger than can be covered with tile within 30 minutes. Remove traces of mortar from tile surfaces before final set. D. Latex Waterproofing: Apply according to manufacturer's directions, sealed into floor drains and turned up at walls. Pond test for 24 hours, repair all leaks, and retest until no leakage occurs. E. Joint Sizes: Install tile with uniform joint widths as follows: 1. Glazed wall tile, 1/16" with maximum 1/8" at any location,unless otherwise indicated. 2. Porcelain floor tile, 1/16" with maximum 1/8" at drains and any other location,unless otherwise indicated. F. Ceramic Tile Joint Grouting: Grout joints full after washing out and saturating with clean water. Mix grout with water to a thick creamy consistency and force into joints for entire joint depth, flush with surface. Clean off all excess and fill skips and gaps before grout sets. Provide dampness for minimum 3-day curing and polish with clean dry cloths. G. Calking: Calk all penetrations through wall tile with latex mortar or sealant conforming to Section 07900, concealed by collars or escutcheons. 3.03 EXPANSION JOINTS: Joints shall extend down for the full depth of mortar setting bed. Provide joint backing and sealant according to Section 07900, sealant of color to match joint grout and maximum 3/8" depth. Provide expansion joints in mortar set floor tile and paving areas where indicated and where abutting rigid structures. Install at toe of cove CITY OF VERNON—Tenant Improvement Ceramic Tile City Attorney&Administration Offices 09300 - 6 Vernon, California base where base occurs. If not indicated, install expansion joints in the same manner and at maximum 16-foot intervals in runs, located as directed. Provide sealant joints that closely match the color and appearance of grouted joints but of minimum 1/8"width. Provide as required by installation and as recommended by the Tile Council of America. Joints to comply with Method EJ 171. Consult Architect as to placement. 3.04 CLEANING: Remove stains, cement, grout, and foreign matter when grouted joints fully set. Do not use acid. Repair all defective joints as approved. END OF SECTION CITY OF VERNON—Tenant Improvement Acoustical Ceilings City Attorney&Administration Offices 09510 - 1 Vernon, California SECTION 09510 ACOUSTICAL CEILINGS PART 1 - GENERAL 1.01 DESCRIPTION: Division 1 applies to this Section. Provide acoustical panel ceilings systems complete as indicated, specified, and required. A. Work In This Section: Principal items include: 1. Suspended exposed grid acoustical unit ceilings. 2. Metal trims and moldings. 3. Access facilities. B. Related Work Not In This Section: 1. Air conditioning grilles and fixtures. 2. Lighting fixtures and wiring. 3. Finish carpentry. 1.02 SUBMITTALS: Refer to Section 01300 for procedures. A. Samples: Submit Samples of all acoustical units and of each grid component with metal trims and moldings. B. Maintenance Material: Deliver to Owner, in unopened cases, at least 1% of total quantities of each type of acoustical unit installed in the Work. 1.03 PRODUCT DELIVERY, STORAGE, AND HANDLING: Deliver to site in the manufacturer's original unopened containers. Keep all materials dry, clean, and protected from deterioration. 1.04 JOB CONDITIONS: Verify locations of various electrical and mechanical fixtures and equipment items installed above ceilings and the required access to dampers, valves, and similar items. Coordinate the locations of hanger wires and ceiling installations with such fixtures and equipment to obtain neat symmetrical result with minimum cutting or patching of acoustical units. 1.05 WARRANTY: Refer to Section 01740. Furnish to Owner a warranty against defects of materials or workmanship including sagging or disconnection of grid systems, disintegration of acoustical units, or improper operation of access facilities, for a period of 3 years. CITY OF VERNON—Tenant Improvement Acoustical Ceilings City Attorney&Administration Offices 09510 -2 Vernon, California PART 2 - PRODUCTS 2.01 ACOUSTICAL UNITS: Provide 24"x 24"or 24"x 48" lay-in units as scheduled on drawings or that are indicated to match existing tiles, location by location as manufactured by Armstrong World Industries or approved equal by USG Interiors, matching approved Sample sand meeting specified requirements as evidenced by data in AIMA Bulletin. A. Flame Spread Rating: Furnish incombustible acoustical units rated 0 to 25 flame spread rating(Class I)per ASTM E84 Tunnel Test. 2.02 GRID SUSPENSION SYSTEMS: Designed to support ceiling loads with deflections not exceeding L/360 of spans, manufactured of zinc-coated steel. A. Manufacturer: Provide grid units as scheduled on drawings by Armstrong World Industries, or equal units by USG—Interiors or approved by the Architect. B. Exposed Grid System: Conforming to ASTM C635, intermediate grids bearing UL label or listing as a 4-pound grid. Provide bulb-top main tees at least 1-1/2" high, cross tees of same type except may be I" high, all tees with appropriate 15/16"grid matching existing unless another grid as scheduled on drawings. Factory finish exposed grid surfaces with low-luster enamel of color to match acoustical units. C. Trims and Moldings: Provide "Shadow"mold at acoustical grids of minimum 0.024" thick zinc-coated steel, exposed surfaces factory painted with low luster enamel in color to match grid. D. Hanger Wires: Minimum 12 gage galvanized annealed steel wires. Furnish heavier gage if required by Code or UL Design Approval for grid system furnished. PART 3 -EXECUTION 3.01 GENERAL INSTALLATION REQUIREMENTS: Install ceilings under the supervision of an experienced superintendent. Consult with and coordinate installation with other trades. Install suspended ceilings level within a tolerance of 1/8" in 12-feet in all directions. Conform to approved submittals. Inspect and verify existing conditions according to Section 01400. A. Pattern: Unless otherwise indicated or specified, install ceilings in a regular pattern without border,joint lines parallel to walls. Install acoustical units symmetrically about centerlines of each room or space, avoiding narrow units at walls. Cut and closely fit units to ceiling penetrations. CITY OF VERNON—Tenant Improvement Acoustical Ceilings City Attorney&Administration Offices 09510 - 3 Vernon, California B. Framing For Lighting and Mechanical Equipment: Obtain information from involved trades and provide additional hanger wires, framing members, and supports in the grids as required for lighting and mechanical fixtures, equipment, and all other loadings imposed on grids, with a safety factor of 4 minimum. Provide main grid tees along all edges of mechanical and lighting fixtures bearing on the grids. C. Seismic Bracing: Provide splayed seismic bracing wires as shown and required by Code. Fully detail in Shop Drawings. 3.02 SUSPENDED GRID CEILINGS: Conform to the UL Design Approval for the grid. A. Hanger Wires: Space wires at maximum 48" centers along main tees and connect to structure above as shown in approved Shop Drawings. B. Vibration Isolators: Equip hanger wires with vibration isolators where located below and within 10-feet of rooms and spaces containing or supporting mechanical equipment. C. Grid Members: Space main tees at maximum 48" centers and install across tees to complete the grid. Lock suspension members together to form joints that resist 100 pounds tension and compression. Cope bottom flanges of tees, where exposed, for flush tight connections with metal trims at vertical surfaces. D. Exposed Grid Acoustical Units: Install units with all edges bearing on tees and secured with hold-down clips. Closely fit units to ceiling penetrations. E. Trims and Moldings: Provide painted metal trims and shadow moldings at walls and other vertical surfaces and penetrations,joints closely butted, mitered at angles and corners, and flush. Lapped joints are not permitted. F. Ceiling Offsets: Provide framing, trims, and other finishing materials as shown or required to properly finish at offsets or ceiling breaks, types as indicated, directed, and approved. 3.03 REPAIR OF EXISTING ACOUSTICAL UNIT CEILINGS: Generally conform to requirements specified for new ceilings. Remove all damaged grid members or units, clean and prepare the backings, and provide new matching Work. Removed materials that are sound and undamaged may be reinstalled. 3.04 REPAIR, CLEANING, AND COMPLETION: Remove and replace all discolored, broken, or damaged materials. Completed ceilings shall present a smooth plane surface free of edge or corner offsets or breaks, cupping, scratches, gouges, stains or hand marks, or other defects. Clean exposed surfaces and remove foreign matter. END OF SECTION CITY OF VERNON—Tenant Improvement Resilient Base City Attorney&Administration Offices 09650 - 1 Vernon, California SECTION 09650 RESILIENT BASE PART 1 - GENERAL 1.01 DESCRIPTION: Division 1 applies to this Section. Provide resilient base complete as indicated, specified, and required. A. Work In This Section: Principal items include: 1. Rubber base. 2. Reducer strips. B. Related Work Not In This Section: 1. Raised metal thresholds. 1.02 QUALITY ASSURANCE: Furnish products by the following manufacturers, or approved equals: Rubber Base Burke Rubber Company Roppe Rubber Corporation 1.03 SUBMITTALS: Refer to Section 01300 for submittal procedures. A. Samples: Submit the following for selection and approval: 1. Submit samples of each selected color or pattern of base for final approval. 2. Reducer strips and trims. B. Data: Submit copies of the flooring manufacturer's recommended standard dryness testing, ADA, Section 4.29 compliance and required test results, and installation instruction for each type of flooring and base for approval. C. Moisture Testing Results: Submit written reports covering all moisture test results for record purposes only and not for approval. D. Maintenance Materials: At completion, deliver following maintenance materials to the Owner in unopened factory containers or in sealed cartons with labels identifying the contents, matching installed materials. Include unopened cans of adhesives adequate to install the maintenance materials. CITY OF VERNON—Tenant Improvement Resilient Base City Attorney&Administration Offices 09650 -2 Vernon, California 1. Rubber base, at least 100 lineal feet with 10 end stop units, 15 outside corner units, and 15 inside corner units. 1.04 PRODUCT DELIVERY AND STORAGE: Deliver materials to site in the manufacturer's original unopened labeled containers. Store all resilient flooring at minimum 70 degrees F for 48 hours before installing. 1.05 JOB CONDITIONS: Do not start flooring installation until satisfactory moisture testing results are obtained and the Work of all other trades is substantially completed, including painting. Keep the areas of installation and materials at minimum 70 degrees F during and for 10 days after installation is completed. Maintain adequate ventilation for the removal of moisture and fumes. Verify conditions as specified in Section 01400. PART 2 - PRODUCTS 2.01 MATERIALS: Rubber base: Coved top-set 4" and 6" high as indicated on drawings using colors as scheduled on drawings or as selected by Architect, non-shrinking, 1/8" thick, with matching molded inside and outside corners and end stops. Setting materials: Adhesives,primers, and fillers of type and composition recommended by materials manufacturers, cut-back or equal types not containing water, factory labeled as to substrates on which application is approved by the manufacturer. Reducer strips: Extruded aluminum, edge-butting (not lapping)type. PART 3 -EXECUTION 3.01 INSTALLATION: Conform to flooring manufacturer's recommended moisture testing and installation procedures and to requirements herein. A. Preparation: Clean substrates of all deleterious substances and foreign matter. Fill cracks or depressions with latex leveling compound of the type recommended by flooring manufacturer for specific job conditions. Prior to laying flooring, test concrete for adequate dryness using the testing procedure conforming to flooring manufacturer's directions. Prime concrete floor slabs on grade; prime other slabs if so recommended by flooring manufacturer. B. Base Installation: Securely cement to backing in long lengths, minimum 18" long filler pieces, top and toe continuously contacting wall and floor, all joints tight. Provide factory-made internal and external corners, and end stops where cove base ends at jambs and offsets. CITY OF VERNON—Tenant Improvement Resilient Base City Attorney&Administration Offices 09650 - 3 Vernon, California 3.02 CLEANING, WAXING, AND COMPLETION: Keep all flooring and base surfaces clean as installation progresses. Clean flooring and base when sufficiently seated and remove foreign substances. Immediately prior to Owner's acceptance of building, apply wax on resilient tile flooring in accordance with manufacturer's instructions. Clean adjacent surfaces of adhesive or other defacement. Replace all damaged or defective Work to the original specified condition. END OF SECTION CITY OF VERNON—Tenant Improvement Carpet Tile City Attorney&Administration Offices 09690 - 1 Vernon, California SECTION 09690 CARPET TILE PART 1 - GENERAL 1.01 DESCRIPTION: Division 1 applies to this Section. Provide carpet tile complete as indicated, specified, and required. A. Work In This Section: Principal items include: 1. Carpet tile B. Related Work Not In This Section: 1. Concrete substrate. 2. Vapor emission and Alkalinity Control 1.02 QUALITY ASSURANCE: A. Qualifications of Installing Mechanics: Employ skilled journeymen carpet layer mechanics. B. Requirements of Regulatory Agencies: Carpeting shall meet the requirements of Federal, State and Local Regulatory Agencies for flammability, static control, or other properties as required and as specified herein. The carpet, pad and method of installation shall conform to CBC Section 112413.3 with the pile height conforming to CBC Section 1124.3 and carpet edges conforming to CBC Section1124B.2 1.03 SUBMITTALS: Refer to Section 01300 for procedures. A. Layout Shop Drawings: Submit showing dimensioned layout of all seams, location of dye lot changes, and details for binder bars. Approval does not relieve the Contractor of responsibility for the satisfactory installation of carpet tile. B. Samples: 1. Master Samples: After preliminary approval, submit three labeled minimum carpet tile square Samples from each dye lot of carpet required for the Work. Samples shall demonstrate that dye lots acceptably match and there will be no apparent color change between carpet tile pieces of different dye lots. C. Sample Installations: Prepare as many Sample installations as are required for approval. Use preparation techniques, installation materials conforming to approved submittals, and installation methods proposed for the Work. Architect CITY OF VERNON—Tenant Improvement Carpet Tile City Attorney&Administration Offices 09690 -2 Vernon, California will closely examine installations for workmanship, appearance, alignment and preservation of carpet pattern, non-detectability of seams when viewed from any direction or distance at the height of a standing or sitting person, and freedom from manufacturing or installation defects of any kind. Finally approved Sample installations establish the quality required for all carpet installations, shall be identified and recorded, and shall remain in place. Sample installations are required for: 1. All carpet tile in one area designated by Architect. D. Product Data: Submit the following: 1. Carpet manufacturer's published technical data fully describing all carpet tile materials, construction, and recommended installation directions. 2. Technical data and usage instructions for each adhesive and sealer material. 3. Carpet manufacturer's published instructions for maintenance care, cleaning, and repair of carpet tile (5 copies). E. Certificate: Submit a certificate from the carpet tile manufacturer that materials supplied comply with fire hazard resistance standards specified. F. Maintenance Materials: Owner will select the amount of carpet tile to be retained for maintenance purposes. 1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING: Deliver materials in original unbroken packages, containers, or bundles bearing name of manufacturer, complete material identification, brand, and grade. Store in dry ventilated locations. Handle by methods that prevent damage, soiling, and contamination. On delivery of carpet tile material, bale ticket on each roll shall be recorded by Contractor and delivered to Owner. 1.05 JOB CONDITIONS: A. Ventilation and Temperature: Verify that areas to be carpeted are ventilated to remove fumes from installation materials, and areas are within temperature range recommended by the various material manufacturers for installation conditions. B. Protection: Keep traffic and personnel off carpet tile until at least 12 hours after installation. Cover carpet with heavy non-staining kraft paper or equivalent in areas where Work of other trades is to be performed and passage areas. Protect carpet tile from damage or soiling. Keep protection in place until ready for final clean-up operations. 1.06 WARRANTY: Refer to Section 01740. Furnish a written warranty to Owner for one year covering defects in materials or workmanship. Include trimming, relaying, or replacement as necessary, at no cost to Owner. Warranty must be issued by Carpet Manufacturer. CITY OF VERNON—Tenant Improvement Carpet Tile City Attorney&Administration Offices 09690 - 3 Vernon, California PART 2 - PRODUCTS 2.01 SUBSTITUTIONS: Refer to Section 01600. If required by the Owner or Architect, proposed substitute carpet shall be subjected to analysis at the Contractor's expense by a recognized testing laboratory, such as the Pittsburg Testing Lab, to determine the quality of proposed materials. Request for substitution shall be accompanied by a list stating the characteristics which differ from those of carpet tile specified with supporting data to justify the differences. 2.02 CARPET TILE MATERIALS: A. Identification and Labeling: Carpet tile shall bear a positive identification by a label service showing the carpet fire hazard classification as determined by a nationally recognized testing laboratory such as UL. B. Carpet Tile Test Standards: Carpet tile shall pass following tests and be so labeled: 1. Stratatec "Patterned Loop" 2. Fiber: 90% solution dyed/ 10% yarn dyed 3. ASTM E Radiant Panel Test,results greater than or equal to .45 watts/sq.cm. 4. Flame and smoke spread, Class I Rating. 5. Yarn weight of 18 oz./yd2. 6. Pile thickness of 0.187 in. 7. Tuft gauge of 5/64 8. Stitches/inch of 8.5 ends/in. 9. Pile density(UM 44 D) 5735. 10. Backing structure of 129.5 oz./yd2, 100% Recycled Content. 11. Total weight of 18 oz./yd2 12. Total size of 24 in. x 24 in. C. Carpet Tile: Provide carpet tile in size, color and patterns as scheduled on drawings. D. Carpet Tile Adhesive: Provide Dynamix MB by XL Brands (800) 367-4583. Product is a water based pressure sensitive adhesive. The product is low order and is CRI Green Label Plus approved. Install in accordance with manufacturers specifications and recommendations. 2.03 RELATED MATERIALS: Use following products unless other materials are specifically recommended and named in carpet manufacturer's technical data. A. Leveling Compound: Latex type compound, Merkote Products "Mer-Ko Underlay L" or Crossfield Products "Dex-O-Tex G-26 Underlayment". Verify that the compound is compatible with floor adhesive. CITY OF VERNON—Tenant Improvement Carpet Tile City Attorney&Administration Offices 09690 -4 Vernon, California PART 3 -EXECUTION 3.01 INSPECTION: Verify conditions as specified in Section 01400. The Contractor, carpet tile supplier, and carpet tile installer shall inspect concrete floor slabs prior to start of carpet installation and shall report to Architect, in writing, all conditions which will adversely affect installation of carpeting. Do not begin carpet installation until all reported conditions are corrected. 3.02 PREPARATION: Do not start preparation until concrete floor slabs are at least 90 days old. Conform to the recommendations of Interface Flooring Systems, Inc. (877) 733- 7403, Contractor shall obtain written instructions as to each type of application and/or installation prior to starting of the Work. A. Cleaning and Drying: Clean slabs of oil, grease, waxes, curing compound, dust, dirt, debris, paint, and other deleterious substances. Verify that concrete is dry and vapor emission levels should not exceed three pounds as determined by the proper application of the calcium chloride test, if higher than 8 pounds, STOP INSTALLATION, number of tests as needed to ensure that slabs are dry but at least one test per floor and for every 2500 square feet of floor area. Allow slabs showing excessive moisture to dry and re-test until dried to tolerance allowed by floor adhesive manufacturer. Use a commercial vacuum cleaner to remove dust and dirt. Damp mop to remove dust that may remain after first vacuuming, allow surface to dry, and again vacuum; repeat the procedure if necessary to eliminate all dust. Do not use oiled or chemical treated sawdust or any similar product for dust removal. B. Leveling: All floor slabs shall be true to level and plane within a tolerance of 1/8" in 10-feet. Test floor areas both ways with a 10-foot straightedge and repair high and low areas exceeding allowable tolerance. Remove high areas by power sanding, stone rubbing or grinding, chipping off and filling with leveling compound, or equivalent method. Fill low areas with leveling compound. Repair and level the surfaces having abrupt changes in plane, such as trowel marks or ridges, whether or not within the allowable tolerance. Again clean areas where repairs are performed. 3.03 CARPET INSTALLATION: A. General: Install carpet tile in each dye lot in the number sequence furnished by manufacturer. Carpet tile, quarter turn 45 degrees in one direction and do not reverse direction at any locations. Align carpet tile with centerline of room or space, and adjust at edges for wall variations. B. Color Control: Plan dye lot change locations to eliminate shading problems and rejection. Use only one dye lot for each area of the building unless otherwise approved; if more than one dye lot is used, obtain prior approval of color match between dye lots. CITY OF VERNON—Tenant Improvement Carpet Tile City Attorney&Administration Offices 09690 - 5 Vernon, California C. Laying and Seaming: Follow highest quality professional installation procedures outlined by the National Association of Floor Covering Installers and the carpet tile manufacturer's directions as to workmanship. Preserve uniform row alignment and spacing on both sides and across seams. Lay carpet tile with tuft or loop rows in straight lines both ways, free of offsets, waviness, distortion, or misalignment. Trim carpet at walls, columns, and penetrations for a compressed fit. D. Doorways: Extend carpet into doorways without piecing in and seam to carpet tile on other side of door under door centerline except where metal thresholds occurs; no small filler pieces of carpet will be permitted at doorways. E. Adhesive Installation: Do not stretch carpeting and carpet tile during installation. Use notched trowel directed by adhesive manufacturer. Evenly spread adhesive free of excess or thin areas. Place and roll stair and carpet tile within "open time" of adhesive. Coat all seam edges with seam sealer(not floor adhesive) applied to bottom of face yarn and entire edge of backings, and produce tight compressed seams free of gaps,peaking, or ridging. Roll or broom carpet towards open seams free of gaps,peaking, or ridging. Roll or broom carpet towards open seams or edges to expel trapped air and obtain full embedding in adhesive. 3.04 CLEAN-UP: As each area is completed, clean up all dirt and debris, remove spots and soiling with proper cleaner, trim off loose threads with sharp scissors, and vacuum entire area clean. 3.05 INSTRUCTION: After installations are complete, carpet manufacturer's technical representative shall instruct Owner's personnel in maintenance of the installed carpeting tile. Give the instruction at time and location designated by Owner. 3.06 COMPLETED INSTALLATIONS: Clean and free of loose areas, defective or apparent seams, scallops,puckers, ripples, distortion, or other defects, and matching the quality of the approved Sample installation. All carpet tile installations not complying with these requirements, as determined by Architect, will be rejected. Contractor shall remove rejected carpeting tile and install new conforming carpeting at no extra cost to Owner. END OF SECTION CITY OF VERNON—Tenant Improvement Painting City Attorney&Administration Offices 09900 - 1 Vernon, California SECTION 09900 PAINTING PART 1 - GENERAL 1.01 DESCRIPTION: Division 1 applies to this Section. Provide and perform painting, complete. A. Work In This Section: Principal items include: 1. Submittals. 2. Preparation of surfaces. 3. Painting of interior surfaces, except as otherwise specified. 4. Back priming of all wood items. B. Related Work Not In This Section: 1. Shop prime coats and factory finishes. 2. Painting specified as Work of other Sections. 3. Calking and sealants. C. Surfaces Not To Be Painted: 1. Non-ferrous metal work (other than zinc-coated surfaces) and plated metal,unless particular items are specified to be painted. 2. Exterior concrete walls and surfaces. 3. Surfaces concealed in walls and above solid ceilings. 4. Non-metallic walking surfaces unless specifically shown or specified to be painted. 5. Factory finished surfaces. 6. Stone surfaces. 7. Galvanized gratings. 8. Surfaces indicated not to be painted. 9. Surfaces specified to be finish painted under other Sections. 1.02 SUBMITTALS: Refer to Section 01300 for procedures. A. List of Paint Materials: Prior to submittal of Samples, submit a complete list of proposed paint materials, identifying each material by manufacturer's name, product name and number, including primers, thinners, and coloring agents, together with manufacturers' catalog data fully describing each material as to contents, recommended usage, and preparation and application methods and all manufacturers warranties. Identify surfaces to receive various paint materials. All paints submitted must meet or exceed current State Of California health and environmental standards. All products submitted shall be free of ethylene glycol. Do not deviate from approved list. CITY OF VERNON—Tenant Improvement Painting City Attorney&Administration Offices 09900 -2 Vernon, California B. Color Samples: Prior to preparing Samples, obtain Owner's color and gloss selections and instructions. Using materials from approved list prepare and submit 8-1/2" by I I" Samples of each complete opaque paint finish, making sure that all samples meet the gloss percentage criteria set forth in the finish schedule. C. Natural or Stain Finish Samples: Prepare Samples on 12" squares of the same species and appearance of wood as used in the Work. 1.03 JOB CONDITIONS: A. Protection: Protect all painting while in progress and cover and protect adjoining surfaces and property of others from damage. Exercise care to prevent paint from contacting surfaces not to be painted. During painting of exterior work, cover windows, doors, concrete, and other surfaces not to be painted. B. Examination of Surfaces: Examine surfaces to be painted or finished under this Section and verify satisfactory condition; as specified in Section 01400, notify General Contractor and/or Owner and/or Architect in writing of unsatisfactory surfaces. Application of first coat of any finishing system constitutes acceptance of the surface by Painting Subcontractor. This does not relieve the Sub- Contractor from proper preparation of surfaces. C. Weather Conditions: Apply paint to clean, dry, prepared surfaces. Do not apply exterior paint during rainy, damp, foggy, or excessively hot and/or windy weather. Arrange for temporary heat and ventilation required for interior painting. D. Precaution: Place oily rags and waste in self-closing metal containers, removed from site at the end of each day. Do not let rags and waste accumulate. PART 2—PRODUCTS 2.01 MATERIALS: Use the paint products of only one paint manufacturer unless otherwise specified or approved. In any case,primers, intermediate, and finish coats in each painting system must be products of same manufacturer, including thinners and coloring agents, except materials furnished with prime coat by other trades. To the maximum extent feasible, factory mix each paint material to correct color, gloss, and consistency for application. Dunn-Edwards Paint Company products specified designate intended types and qualities. Furnish paints from one of the following manufacturers; refer to Section 01600 regarding substitutions: PART 3 -EXECUTION 3.01 WORKMANSHIP: Apply painting materials in accordance with manufacturer's instructions by brush or roller; spray painting is not allowed without specific approval in each case. Apply each coat at the proper consistency, free of brush or roller marks, sags, runs, or other evidence of poor workmanship. Do not lap paint on glass, hardware, and other surfaces not to be painted; apply masking as required. Sand between enamel coats. CITY OF VERNON—Tenant Improvement Painting City Attorney&Administration Offices 09900 - 3 Vernon, California 3.02 PREPARATION: Properly prepare surfaces to receive finishes. A. Repair all cracks, holes and voids in surfaces to be refinished with appropriate sealants and repair compounds to insure permanency to the surfaces and compatible to the painting systems to follow. "Float-Off' and texture the patching materials, to match the adjacent surfaces. Allow repair compounds to fully dry prior to painting application. B. Exterior Plaster: If required, fill hairline cracks with portland cement patching material; report larger cracks to Architect for correction. Test and ensure plaster is sufficiently dry to receive the paint finish. C. Gypsum Wallboard: Touch-up minor defects with spackle, sanded smooth and flush. Report other defects as specified. D. Shop Coated Metal: Degrease and clean of foreign matter. Clean and spot paint field connections, welds, soldered joints,burned, or abraded portions with same material used in shop coats. After complete hardening, sand entire surfaces for coat to follow. E. Uncoated Ferrous Metal: Degrease and clean of dirt, rust, mill scale, and other foreign matter using rotary brushes, solvent, or sandblasting. Remove pits and welding slag, and clean surfaces to bright metal before priming. Apply metal primer not more than three hours after preparation. F. Galvanized and Non Ferrous Metal: Degrease and clean of foreign matter. Apply specified pretreatment, and immediately apply primer paint. G. Enameled Woodwork: Sand smooth with grain and dust clean. After priming, putty all nail holes, cracks, or other defects with putty matching color of finish paint. Cover knots and sappy areas with shellac or approved knot sealer. Sand each base coat smooth when dry. Back prime exposed exterior wood or wood type products. H. Transparent Finished Woodwork: Sand smooth with the grain and dust clean. Repair all defects with filler tinted to match stain or wood color, as required, after first coat of sanding sealer and remove all smears. I. Fixtures, Equipment, and Hardware Items: Cooperate with other trades and coordinate removal of fixtures, equipment, and hardware as required to perform painting. Items to be removed include, without limitation: signs and graphics; switch and receptacle plates; escutcheons and like plates; all surface-mounted equipment; free-standing equipment blocking access; grilles and louvers at ducts opening into finished spaces; and other items as required and directed. CITY OF VERNON—Tenant Improvement Painting City Attorney&Administration Offices 09900 -4 Vernon, California J. Reveals: In gypsum board,plaster and other surfaces reveals are to be painted to match adjacent color and finish, unless otherwise indicated or selected by the Owner. Obtain approval of the Architect prior to commencing work. K. Back Priming: Refer to Section 06200 for requirements. Unexposed backside of all exterior siding, wood trim or other wood products shall be back primed and/or finished per manufacturer's recommendations. L. Surfaces Not Mentioned: Prepare surfaces according to recommendations of the paint manufacturer's and as approved. 3.03 COATS AND COLORS: The number of paint coats specified to be applied are minimum. Ensure acceptable paint finishes or uniform color, free from cloudy or mottled areas and evident thinness on arises. "Spot" or undercoat surfaces as necessary to produce such results. Tint each coat a slightly different shade of finish color to permit identification. Conform to approved Samples. Obtain approval of each coat before applying next coat; otherwise apply an additional coat over entire surface involved at no additional cost to Owner. 3.04 INTERIOR PAINTING: Provide finishes as scheduled on Drawings or directed, gloss of finishes as scheduled or, where not scheduled, as designated by the Architect. Enamel for finish shall be of the following glosses: Gloss Enamel (70—80%) EVSH60 Evershield Gloss Paint Semi-Gloss Enamel (40—50%) ENSO50 Enso Premium Semi-Gloss 0 VOC Paint Or EVSH50 Evershield Int. /Ext. Semi-Gloss Paint Low Sheen(26—40%) EVSH40 Evershield Int. /Ext. Low Sheen Paint Eggshell (10— 15%) ENSO30 Enso Premium Eggshell 0 VOC Paint Or SPMA30 Suprema Eggshell Paint A. Flat- Drywall: 1st Coat: ENSO00 Enso Premium Interior Low Odor 0 VOC Primer 2nd Coat: ENSO10 Enso Premium Interior Low Odor 0 VOC Flat Paint B. Enamel-Drywall: 1st Coat: ENSO00 Enso Premium Interior Low Odor 0 VOC Primer 2nd Coat: ENSO50 Enso Premium Low Odor 0 VOC Semi-Gloss Paint Or EVSH50 Evershield Int. /Ext. Semi-Gloss Paint 3rd Coat: ENSO50 Enso Premium Low Odor 0 VOC Semi-Gloss Paint Or EVSH50 Evershield Int. /Ext. Semi-Gloss Paint CITY OF VERNON—Tenant Improvement Painting City Attorney&Administration Offices 09900 - 5 Vernon, California C. Flat- Metal: Treat galvanized metal with GE 123 Galva-Etch Etching Liquid. 1 st Coat: GAPR00 Galv-Alum Non-Ferrous Metal Primer BRPR00-1 Series Bloc-Rust Int. /Ext. Rust preventative Metal Primer for ferrous metal 2nd Coat: SPMA10 Suprema Interior Flat Paint 3rd Coat: SPMA10 Suprema Interior Flat Paint D. Enamel- Metal: Treat galvanized metal with SCME01 Etching Liquid. 1 st Coat: GAPR00 Galv-Alum Non-Ferrous Metal Primer BRPR00-1 Series Bloc-Rust Int. /Ext. Rust preventative Metal Primer for ferrous metal 2nd Coat: Enamel, gloss as scheduled or designated 3rd Coat: Enamel, gloss as scheduled or designated Exception: On all exposed surfaces of steel stairs and steel pipe or steel tubing railings, apply 2 coats of 9V Series Synlustro Semi-Gloss Paint (available in qts only in SCAQMD) or IOV Series Synlustro Gloss Paint(available in qts only in SCAQMD) in lieu of the 2nd and 3rd Coats above. 3.05 MISCELLANEOUS PAINTING: A. Duct Interiors: Paint with flat black fire-retardant paint to extent visible through grilles and registers in finished rooms and spaces. B. Weatherstripping or Sound Seals: Paint exposed metal surfaces to match the door frame, whether or not unfinished, furnished with factory prime coat, or factory treated for paint adhesion. C. Mechanical and Electrical Work: Carefully review Divisions 15 and 16 of the Specifications regarding painting performed thereunder and other painting required to be performed under this Section. Perform all painting of mechanical and electrical equipment and materials that are not expressly specified to be painted under Division 15 or 16, including required identification and color code painting, stenciling, and banding. D. Miscellaneous: For any items not specifically shown or specified that require a paint finish, Contractor shall confer with Owner to determine if any additional painting is required, apply 3 coats of paint as directed. 3.06 CLEANING AND TOUCH-UP WORK: Make a detailed inspection of paint finishes after all painting is completed, remove spatterings of paint from adjoining surfaces, and make good all damage that may be caused by such cleaning operations. Carefully touch- up all abraded, stained, or otherwise disfigured painting, as approved, and leave entire painting in first-class condition. END OF SECTION CITY OF VERNON—Tenant Improvement Building Specialties City Attorney&Administration Offices 10010 - 1 Vernon, California SECTION 10010 BUILDING SPECIALTIES PART 1 - GENERAL 1.01 DESCRIPTION: Division I applies to this Section. Provide building specialties complete as indicated, specified, and required. A. Work In This Section: Principal items include: 1. Fire extinguisher cabinets. 2. Signs. B. Related Work Not In This Section: 1. Metal fabrications. 2. Finish carpentry. 3. Painting. 1.02 SUBMITTALS: Refer to Section 01300 for procedures. A. Shop Drawings and Samples: Submit for various items as specified hereinafter. Shop materials, finish, characteristics, construction and fabrication details and procedure, layout and erection diagrams, methods of anchorage to building construction, templates for backing or anchorage, and other criteria. B. Product Data: Submit catalog data for the standard manufactured items and as applicable to shop-fabricated or shop-assembled items. PART 2 - PRODUCTS 2.01 MANUFACTURE: Use products of only one manufacture throughout for each specialty item specified unless otherwise noted or approved. 2.02 FIRE EXTINGUISHER CABINETS: Provide where shown, cabinets manufacture by JL Industries, Inc., Provide Cosmic Series, Model 5E, 5 lb. cap. 2A: IOB: C UL rating. Color Red, Provide cabinets of Academy Series, Finish to be painted aluminum, color as selected by Architect, with square trim where surface mounted, rolled edge for semi- recessed installation, and return trim for full recessed installation. Provide door style B, solid door with# 17 clear tempered safety glass insert and SAF-T-LOK. Provide lockable fire extinguisher cabinets. Provide Fire-FX option at fire-rated walls. Mounting Brackets are Mark Bracket model M13818, marine type bracket. 2.03 SIGNS: Fabricate and provide signs as detailed on drawings or as selected by Owner. Provide Shop Drawings for Architects approval prior to fabrication. Contracted Grade 2 Braille shall be used whenever Braille symbols are specifically required. Dots shall be CITY OF VERNON—Tenant Improvement Building Specialties City Attorney&Administration Offices 10010 -2 Vernon, California spaced 1/10"on center within each cell with 2/10" space between cells. Dots shall be raised 1/40" above background. Refer to CBC Section 1117B.5.6. All signage shall conform to CBC Section 111713.5 and 1103.2.4. PART 3 -EXECUTION 3.01 INSTALLATION: Conform to the approved submittals and the various manufacturers instructions. END OF SECTION CITY OF VERNON—Tenant Improvement Toilet Partitions City Attorney&Administration Offices 10162 - 1 Vernon, California SECTION 10162 TOILET PARTITIONS PART 1 - GENERAL 1.01 DESCRIPTION: Division 1 applies to this Section. Provide solid phenolic toilet partitions as indicated, specified, and required. A. Work In This Section: Principal items include: 1. Floor mounted toilet partitions. 2. Wall-mounted urinal screens. B. Related Work Not In This Section: 1. Toilet accessories. 2. Concealed backing or blocking in walls. 1.02 SUBMITTALS: Refer to Section 01300 for procedures. A. Shop Drawings: Submit Shop Drawings showing dimensioned layouts, the required location of backing in walls, connections to ceiling and wall supports, preparation and reinforcing of panels to receive various toilet accessories and grab bars, and erection diagrams. B. Product Data: Submit catalog data for each hardware item and fitting. C. Samples: Submit Samples of finish in designated colors as scheduled on drawings or as selected by Architect for approval prior to fabrication. D. Certificate: Submit manufacturer's certificate attesting that, treatment, and finish provided conform to requirements specified and ADA requirements. PART 2 - PRODUCTS 2.01 TOILET COMPARTMENTS: Bobrick Floor Mounted Overhead Braced"DuraLine" Series 1080 solid phenolic compartments, with polished black edges color(s) as scheduled on drawings or as selected by the Architect A. Construction: As standard with manufacturer, modified as necessary to suit the installation requirements, V finished thickness for doors, stiles, wall posts, and panels, with no hardware exposed on exterior compartments. Provide reinforced cutouts in partitions where required for toilet accessories. Provide concealed reinforcements for grab bar connections to panels, designed for at least 300 pound shear load. Provide a anodized aluminum continuous anti-grip profile channel to cap over top of pilasters. CITY OF VERNON—Tenant Improvement Toilet Partitions City Attorney&Administration Offices 10162 -2 Vernon, California B. Hardware: Provide hardware as selected by the Architect with the compartment manufacturer. Equip doors with continuous hinges, coat hook and bumper, latch bolt, and combination stop and keeper. Assemble compartments with continuous wall metal brackets matching hardware. Use theft-proof fasteners of matching materials. Provide U-shaped or loop type hardware at each side of door, and flip- over or sliding latch per CBC 1115B.3.1.4.5 for accessible stalls. Toilet stalls for disabled persons shall have slide bolt door latch, wire pulls both sides of the door and self-closing hinges. Door hardware shall be mounted at 30"to 44" above finished floor. Disabled doors at front entry stalls shall have 32", and side entry stalls shall have 34"minimum clear width when the door is open 90 degrees. Coat hook shall be installed at 48"maximum. C. Urinal Screens: Same construction, thickness, and finish as partitions, 18" by 42" size unless otherwise indicated, installed with continuous metal brackets secured with matching machine screws into concealed backing. PART 3 -EXECUTION 3.01 INSTALLATION: Form and assemble work plumb, square, and in true plane without warp or wind, connections made tight and secure. Remove punctured or scratched material and provide conforming material. Leave the entire installation clean and free of oil, grease, handmarks, or other foreign matter, and with hardware adjusted for correct operation. END OF SECTION CITY OF VERNON—Tenant Improvement Toilet Accessories City Attorney&Administration Offices 10800 - 1 Vernon, California SECTION 10800 TOILET ACCESSORIES PART 1 - GENERAL 1.01 DESCRIPTION: Division 1 applies to this Section. Provide accessories for toilet rooms complete as indicated, specified, and required. 1.02 SUBMITTALS: A. Product Data: Submit the manufacturer's technical Product Data and installation directions. B. Samples: Submit such Samples as Architect may request, which will be returned to Contractor. Approved Samples may be installed in the Work. PART 2 - PRODUCTS 2.01 MATERIALS: Accessories as scheduled on Drawings, brushed stainless steel products of Bobrick or Bradley. Refer to Section 01600 regarding substitutions. 2.02 TOILET ROOM MIRRORS: Provide Bobrick Series as scheduled on drawings or as selected by Architect, install where indicated on drawings. Mirror quality 1/4" thick polished plate, ground edges, double-silvered, copper backed, and organic coating, bearing 15-year guarantee against silver spoilage. Provide stainless steel channels as scheduled on drawings and secure with adhesive supplied by mirror manufacturer. PART 3 -EXECUTION 3.01 INSTALLATION: Install accessories square, plumb, and level. Securely anchor by mechanical means only using stainless steel fasteners. Obtain required rough-in and installation templates. Exact locations shall be as indicated or directed by the Architect. END OF SECTION CITY OF VERNON—Tenant Improvement Mechanical City Attorney&Administration Offices 15000 - 1 Vernon, California SECTION 15000 MECHANICAL PART 1 - GENERAL 1.01 DESCRIPTION: Division 1 applies to this Section. Provide all mechanical,plumbing and HVAC systems complete as indicated on drawings, specified, and required. A. Work In This Section: Principal items include: 1. Complete mechanical systems. 2. Complete plumbing systems 3. HVAC systems B. Related Work Not In This Section: 1. Electrical connections. 2. Civil connections. 1.02 SUBMITTALS: Refer to Section 01300 for procedures. Submit complete Shop Drawings Section 01300, "Submittals". PART 2 - PRODUCTS 2.01 MATERIALS: Provide materials and equipment required for completion of work as shown or required on the drawings. 2.02 ACCESSORIES: Provide all hardware, accessories, and miscellaneous items for a complete operational systems. PART 3 -EXECUTION 3.01 INSTALLATION: All mechanical systems work shall be properly installed in strict compliance with drawings and all Code requirements. END OF SECTION CITY OF VERNON- Tenant Improvement Automatic Fire Sprinkler Systems City Attorney&Administration offices 15500 - 1 Vernon, California SECTION 15500 AUTOMATIC FIRE SPRINKLER SYSTEM PART 1 - GENERAL 1.01 CONDITIONS: Division 1 and Mechanical Sections apply to the work of this section. 1.02 SCOPE: A. Work Included: All labor, materials, appliances, tools, equipment, facilities, transportation and services necessary for and incidental to performing all operations of the work of this section, complete as shown on the drawings and/or specified herein. Work included but is not necessarily limited to the following: 1. Examine all other sections for work related to those other sections and required to be included as work under this section. 2. Submittals: The contract shall provide the following: Complete shop drawings for the fire sprinkler system as referenced in NFPA 13, Current Edition, Section 1-9.2. Layout of sprinkler heads and piping coordinated with lights and other mechanical trades. 3. Preparation of sprinkler layout drawings and approvals. 4. All sprinkler piping, alarm valve assemblies, sprinkler heads, valve and necessary accessories for complete systems. 5. Drain piping and connections to points of termination. 6. Hangers, supports, sleeves and all necessary accessories for piping systems. 7. System control valves with tamper switches. 8. Access doors and panels as specified and/or required. 9. Protective painting if indicated on drawing. 10. Cutting and patching, as specified and/or required. 11. Alarm devices and tamper proof flow switches. 12. Flow, flushing, and pressure test. 13. Sprinkler piping, head locations and relocations are to be shown on the drawings. The Contractor may alter the layout, however, any piping changes must be coordinated with all trades (including structural engineer) and any head relocation must be approved by the Architect prior to submitting to the authorities for approval. All head relocation must be clearly indicated with reflected ceiling plan showing all equipment effecting appearance. 14. Due care shall be taken to coordinate sprinkler piping with other trades. No extra payment will be allowed where obstruction in the work of others or work under this contract requires offsets in the piping. B. Related Work Not Included In This Section: 1. Finish painting. 2. Valve supervisor wiring, smoke detectors, and alarm supervisory system. CITY OF VERNON- Tenant Improvement Automatic Fire Sprinkler Systems City Attorney&Administration offices 15500 -2 Vernon, California 3. Electrical connections to alarm check valves, control panels. 1.03 GENERAL DESCRIPTION OF AREAS TO BE SPRINKLERED: A. Area: The entire building shall be sprinklered. B. Sprinkler head spacing shall be in compliance with NFPA Pamphlet No. 13 Current Edition, as modified by Fire Department. C. Locations of riser and check valve assemblies are existing. 1.04 SYSTEM DESIGN CRITERIA: System Design shall be based on the following(verify acceptability with Owners Insurance Agency): A. Public Areas: 1. Designed for Light Hazard, calculated at .10 GPM per square feet over the hydraulically most remote 1500 square feet. 2. Sprinkler heads to be rated at 155' and spaced at a maximum of 225 square feet or in accordance with NFPA#13. B. Mechanical Areas: 1. Designed Ordinary Hazard, calculated at .15 GPM per square feet over the hydraulically most remote 1500 square feet. 2. Sprinkler heads to be rated at 1550 and spaced at a maximum of 130 square feet. C. Maximum velocity allowable through underground pipe is 16 F.P.S. D. Maximum velocity allowable through overhead pipe is 32 F.P.S. E. Water Supply: Automatic Fire Sprinkler System shall be hydraulically calculated based on a maximum of 90% of the flow information provided by Water District based on a test conducted and confirmed. Results of test shall include all losses for piping, fitting, and valves back to the point of connection of fire service to public water main. Also the contractor shall verify with the Water Department in writing any seasonal conditions that may have a negative affect on the above flow test. 1.05 SERVICE CONNECTIONS: The Sprinkler Contractor is to pay for all fees required to obtain the permit from the Fire or Building Dept. 1.06 RULES AND REGULATIONS: The complete installation shall be made in compliance with the requirements of the latest rules and regulations of the National Fire Protection Association, Local Fire Marshall, and the Insurance Underwriter assigned by Owner. The drawings and specifications shall have precedence only when their requirements are greater than these agencies,but not if less. CITY OF VERNON- Tenant Improvement Automatic Fire Sprinkler Systems City Attorney&Administration offices 15500 - 3 Vernon, California A. Qualification of Contractor: The Contractor for the installation of the work of this section shall be duly licensed and regularly engaged in the installation of automatic fire sprinkler equipment as listed by Underwriter's Laboratories, and other nationally recognized testing laboratories. B. Submittal Data: The contractor shall provide the following: Complete shop drawings for the fire sprinkler system as referenced in NFPA 13 Section 1-9.2. Layout of sprinkler heads and piping coordinated with lights and other mechanical trades. 1. Equipment to be used shall be submitted for approval to Owner& Architect. 2. It shall be understood that there will be no additions to the contract for any changes necessary for this approval. 3. After receiving stamped approval of the approving agency, shop drawing shall be submitted for review to Owner&Architect. One (1) reproducible of shop drawing, stamped and approved by authorities having jurisdiction, shall be submitted to the Architect for approval and no installation shall commence until Architect's approval has been obtained. Additional stamped drawing shall be delivered to each subcontractor on the project. 1.07 TEST A. Inside Piping: Upon completion of the system, the Contractor shall subject same to a hydrostatic pressure of 200 pounds per square inch, for a two hour continuous period, without a pressure loss during this period in any part of the system. Any defects due to materials or workmanship occurring during this test shall be immediately and properly corrected. 1. Obtain written verification of flush on exterior piping system prior to connection to on-site system. C. Approval: Upon completion of the system, the Contractor shall furnish a certificate of approval from legally constituted authorities having jurisdiction, or in lieu there of, a certified copy of same. PART 2 - PRODUCTS 2.01 All materials for the fire protection system shall be listed by Underwriters Laboratories, Inc. Where only one manufacturer is specified below, the Contractor may submit alternates for approval prior to procurement. 2.02 Not Used CITY OF VERNON- Tenant Improvement Automatic Fire Sprinkler Systems City Attorney&Administration offices 15500 -4 Vernon, California 2.03 INSIDE BUILDING PIPING AND APPARATUS: A. Sprinkler Piping: 1. Above Ground: a. Pipe: 1) Schedule 40 Black Steel and/or Schedule 10 Black Steel. 2) Type 'M' Copper. b. Fittings: 1) Class 125 cast iron fittings. 2) Standard grooved fittings. 3) UL approved welded outlets. 4) Wrought copper and bronze solder joint pressure fittings; and/or cast bronze solder joint pressure fittings. B. Drain Piping: 1. Pipe - Schedule 40 black steel, ASTM-A53.and/or Schedule 10 black steel, ASTM-A120. 2. Fittings - Cast iron, standard weight, Underwriter's approved, or approved welded outlets. C. Valves: 1. Control valves: Underwriter's listed valves with tamper switches. Valves shall be sealed or locked open when required. 2. Drain valves: Angle globe, Stockham B216; straightway globe, Stockham B-16; or approved equal 3. Swing Check valves: Rubber faced, Underwriter's listed. D. Hangers and sway braces shall be U.L. listed and manufactured by Tolco or approved equal. E. Tamper Switches shall be U.L. listed and manufactured by Potter Electric or approved equal. F. Sprinkler Heads: 1. Sprinkler heads shall be Underwriter's approved for use intended, temperature rating as required for occupancy within building as spelled out in N.F.P.A. Standards. 2. Location and Finish CITY OF VERNON- Tenant Improvement Automatic Fire Sprinkler Systems City Attorney&Administration offices 15500 - 5 Vernon, California a. Concealed Pendant heads shall be installed in all public areas, except as specified below. Heads shall be of a bronze body having a concealed escutcheons painted by the factory to match ceiling . b. Concealed heads shall be installed in all public areas with pendent heads as shown on plans. C. Bronze finished Upright or Pendent heads shall be installed in all combustible attic areas, mansards, and clock tower not visible to the public. 3. Extra heads: Provide extra heads, 12 pendant and 6 of each other types, enclosed in suitable receptacle, and one head wrench of each type. Receptacle shall be mounted where directed. 4. Guards shall be provided where required by code. G. Pressure Gages: Pressure gages shall be installed as required by Code, Underwriters listed 3-1/2" dial type, and shall have a maximum limit of not less than twice the normal working pressure at the point where installed. H. Identification Sign: Drain valves, test valve, control valves, alarm bells shall have proper identification sign. 1. All identification signs shall be made of minimum 18 gauge steel with minimum 1" high white letters on red (or black)background. Signs shall be attached with stainless steel wire. PART 3 -EXECUTION 3.01 GENERAL: The fire protection portion of the water system installation shall conform to all applicable National Fire Protection Association Standards. 3.02 Not Used CITY OF VERNON- Tenant Improvement Automatic Fire Sprinkler Systems City Attorney&Administration offices 15500 - 6 Vernon, California 3.03 BUILDING SPRINKLER INSTALLATION A. Drains: Piping shall be installed with entire system being capable of draining to drain valve at riser; where not possible provide auxiliary drain piping and valves to terminate at a point of adequate drainage facilities. Auxiliary drain method and location to be approved by all authorities having jurisdiction (including owner, architect, and government). B. Test and drain facilities shall terminate at a point of adequate drainage facilities. Auxiliary drain method and location to be approved by all authorities having jurisdiction (including owner, architect, and government). C. Coordination Piping and installation shall be coordinated with all other trades. D. Hangers and Support Provide all necessary hangers, supports, sway bracing, and rods for properly supporting and bracing sprinkler piping riser, and underground piping, all in strict accordance with requirements of NFPA Pamphlet No. 13 and 24. E. Inspector's Test Pipe: As required by code for each system, extended down to globe valve not more than 5 feet above floor, with discharge to point of adequate drainage. Auxiliary drain method and location to be approved by all authorities having jurisdiction (including owner, architect, and government). F. Concealment All piping in areas with drop ceilings shall be concealed above ceiling. G. Piping shall be so arranged to allow space for other mechanical equipment. The sprinkler contractor shall coordinate his work with all other contractors on the job, and where necessary to alter his work, it shall be done at NO extra charge to the owner. Piping shall be installed to provide maximum head height. H. Flexible joints shall be installed as necessary and shall be of an approved type. I. Sprinkler head layout in finished ceiling areas shall be symmetrical with all heads in straight lines and evenly spaced with respect to light fixtures, ceiling panels, etc. Coordinate head location with other trades. END OF SECTION CITY OF VERNON—Tenant Improvement Electrical City Attorney&Administration Offices 16000 - 1 Vernon, California SECTION 16000 ELECTRICAL PART 1 - GENERAL 1.01 DESCRIPTION: Division 1 applies to this Section. Provide required electrical systems complete as indicated on drawings, specified, and required by Code. A. Work In This Section: Principal items include: 1. Complete electrical systems. 2. Complete lighting systems. B. Related Work Not In This Section: 1. Mechanical connections. 1.02 SUBMITTALS: Refer to Section 01300 for procedures. Submit complete Shop Drawings Section 01300, "Submittals". 1.03 QUALITY ASSURANCE: Conform to the following as applicable: A. Certification Labels: Provide equipment which complies with standards and bears certification labels as follows: 1. Energy Ratings: Provide energy guide labels with energy cost analysis (annual operating costs) and energy information as required by Federal Trade Commission. 2. UL Standards: Provide equipment with UL labels. B. Uniformity: Provide products of same manufacturer for each type of equipment required. The greatest extent possible,provide equipment by manufacturers that are scheduled on drawings for entire project. 1.04 PRODUCT DATA: Submit manufacturer's specifications and installation instructions for each type of equipment, including data indicating compliance and requirements. Submit operating and maintenance instructions for each item of equipment. Provide product cuts for Architect/Owners approval prior to purchasing any equipment. 1.05 PRODUCT WARRANTIES: Submit manufacturer's standard written warranty for each item of equipment. 1.06 FINISH/COLOR: Provide finish and color as selected by Architect/Owner or shown or scheduled, unless otherwise indicated. CITY OF VERNON—Tenant Improvement Electrical City Attorney&Administration Offices 16000 -2 Vernon, California 1.07 DATA SHEETS: Submit manufacturer's published data sheet indicating rough opening sizes, basic space requirements, and all requirements to Architect/Owner. 1.08 PRODUCT DELIVERY, STORAGE, AND HANDLING: Deliver all equipment to the site in unopened factory sealed containers bearing printed name of manufacturer, keep container dry and undamaged. PART 2 - PRODUCTS 2.01 MATERIALS: Provide materials and equipment required for completion of work as indicated on drawings and required by Code and approved by the Architect. 2.02 ACCESSORIES: Provide all hardware, accessories, and miscellaneous items for complete operational systems. PART 3 -EXECUTION 3.01 INSTALLATION: All electrical systems work shall be properly installed in strict compliance with drawings and all Code requirements and approval by the Architect. END OF SECTION APPENDIX A Forms to be Submitted by Bidder APPENDIX "A"—Forms to be Completed by Bidder BIDDER'S CHECKLIST TO THE BIDDER: The following list is provided for the convenience of both you and the City and to help eliminate errors and omissions which may render your bid unacceptable. Please check all appropriate boxes and submit with your bid. ❑ IDENTITY CONFIRMATION BP-(a) ❑ SUBCONTRACTOR LISTING/SHORING DESIGN BP-(b) F1 AFFIDAVIT OF NON-COLLUSION (SIGNED BY BIDDER) BP-(c) F1 LIVING WAGE COMPLIANCE CERTIFICATION BP-(d) IJ CERTIFICATE OF EQUAL OPPORTUNITY PRACTICES FORMS AA-1,2,3 Bids are to be signed and submitted in TRIPLICATE. Bidder must submit bids in an ORIGINAL AND TWO COPIES. All bids shall be enclosed in sealed envelopes, distinctly marked "Bid" with the title of the bid and the bidder's name and address appearing on the outside. Bids should be addressed to: City Clerk City of Vernon 4305 Santa Fe Avenue Vernon, CA 90058 Mail sufficiently early or deliver in person before the time and day listed in the Notice Inviting Bids. Bids must be received in the City Clerk's Office before that time. APPENDIX "A"—Forms to be Completed by Bidder IDENTITY CONFIRMATION Contractor's Name Office Address If an individual, so state If a partnership, corporation or firm, so state, giving the names and addresses of individuals constituting the organization. If a corporation, give the following information: Name of President Name of Secretary Organized under the laws of the State of Name and address of local representative Telephone: Fax: (Here attach a certificate in form to confirm 1) the identity of the bidder or officer who signs above, 2)the fact that he is the officer named, and 3) his authority to bind the bidder). BP-(a) APPENDIX "A"—Forms to be Completed by Bidder SUBCONTRACTOR LISTING SUBCONTRACTOR LISTING Contractor Name(s) Address License No. Description of Work SHORING DESIGN If shoring is required as part of this project, then the Civil or Structural Engineer who design this shoring is to be listed below, even if said Engineer is employed by the Contractor. If no shoring is required, write "NONE". Engineer Names (s) Address License No. Description of Work BP-(b) APPENDIX "A" Forms to be Completed by Bidder AFFIDAVIT OF NON-COLLUSION BY CONTRACTOR STATE OF CALIFORNIA ) ss COUNTY OF LOS ANGELES ) being first duly sworn deposes and says that he/she is (Insert"Sole Owner","Partner",'President,"Secretary",or other proper title) of (Insert name of bidder) who submits herewith to the City of Vernon a proposal; That all statements of fact in such proposal are true; That such proposal was not made in the interest of or on behalf of any undisclosed person,partnership, company,association,organization or corporation; That such proposal is genuine and not collusive or sham; That said bidder has not, directly or indirectly by agreement,communication or conference with anyone attempted to induce action prejudicial to the interest of the City of Vernon, or of any other bidder or anyone else interested in the proposed contract;and further That prior to the public opening and reading of proposals, said bidder: a. Did not directly or indirectly,induce or solicit anyone else to submit a false or sham proposal; b. Did not directly or indirectly, collude, conspire, connive or agree with anyone else that said bidder or anyone else would submit a false or sham proposal,or that anyone should refrain from bidding or withdraw his proposal; C. Did not,in any manner,directly or indirectly seek by agreement, communication or conference with anyone to raise or fix the proposal price of said bidder or of anyone else, or to raise or fix any overhead,profit or cost element of his proposal price,or of that of anyone else; d. Did not, directly or indirectly, submit his proposal price or any breakdown thereof, or the contents thereof, or divulge information or data relative thereto,to any corporation,partnership, company,association,organization,bid depository,or to any member or agent thereof,or to any individual or group of individuals, except the City of Vernon, or to any person or persons who have a partnership or other financial interest with said bidder in his business. I certify under penalty of perjury that the above information is correct By: Title: Date: BP-(c) APPENDIX "A"—Forms to be Completed by Bidder LIVING WAGE COMPLIANCE CERTIFICATION This contract is subject to the City of Vernon's Living Wage Ordinance, Vernon Municipal Code Chapter2 Article XVIII. The Ordinance requires that contractors providing labor or services to the City under contracts in excess of$25,000: ♦ Pay no less than ten dollars and thirty cents ($10.30)per hour with medical benefits, or eleven dollars and fifty-five cents ($11.55)per hour without medical benefits to all employees who spend any of their time providing labor or delivering services to the City of Vernon. Additionally, in July 1 st of each year thereafter the Living Wage rate shall be adjusted by the change in the Federal Bureau of Labor Statistics Consumer Price Index, for the Los Angeles area, for the most recently available 12 month period. Accordingly, current City contractors will be required to adjust wage rates no later than July 1 st, to remain in compliance. ♦ Notify employees who spend any of their time providing labor or delivering services to the City of Vernon who make less than twelve dollars ($12)per hour of their possible right to the federal Earned Income Tax Credit(EITC)under § 32 of the Internal Revenue Code of 1954, 26 U.S.C. § 32, and making available to such employees forms required to secure advance EITC payments. The selected contractor will be required to evidence compliance with the Living Wage Ordinance by submitting payroll records as requested by the City. Each record shall include the full name of each employee performing labor or providing services under the contract;job classification; rate of pay and benefit rate. Provisions of the Living Wage Ordinance may be waived in a bona fide collective bargaining agreement,but only if the waiver is explicitly set forth in clear and unambiguous terms. If this provision applies, you must provide a copy of the collective bargaining agreement to the City. I do hereby certify and declare under penalty of perjury that if awarded the contract for which this bid/proposal is made will comply with the (Name of Company) requirements of the Vernon Living Wage Ordinance, Vernon Municipal Code Chapter 2 Article XVIII and the rules and regulations promulgated thereunder. I understand that failure to comply with the provisions of the Vernon Living Wage Ordinance may result in termination of the contract as well as other penalties as stated in Vernon Municipal Code Chapter 2 Article XVIII. (Name) (Title) (Signature) (Date) Please return this form with your bid/proposal. Questions concerning the Living Wage Ordinance should be directed to the Department of Finance—Purchasing Division 323.583.8811. BP-(d) APPENDIX "A"—Forms to be Completed by Bidder Of V CERTIFICATE OF EQUAL OPPORTUNITY PRACTICES Purchasing&Payables Division 4305 Santa Fe AvenueVernon, CA 90058 (323) 583-8811 Fax(323) 826-1433 r y Internet: www.ciiyofvemon.org/departments/finance 5� Article I. Affidavit of Equal Opportunity Employment& Non-segregation(Form AA-1) Article II. Vendor List Questionnaire(Forms AA-2&3) In order to be placed to the City's vendor list and be eligible to receive City business, you must provide the following information except where indicated as "optional". By submitting this form you are declaring under penalty of perjury under the laws of the State of California and the laws of the United States that the information is true and correct. Furthermore, you are certifying that your firm will adhere to equal opportunity employment practices to assure that applicants and employees are not discriminated against because of their race, religion, color, national origin, ancestry, disability, sex or age. And, your firm does not and will not maintain or provide for its employees any segregated facilities at any of its establishments, and that it does not and will not permit its employees to perform their services at any location,under its control,where segregated facilities are maintained. Name of Company Business Telephone Address Fax number (optional) City State Zip Contact Person E-mail Address (optional) Tax ID Number(or Social Security Number) Remit Address (if different) Please state clearly and concisely the type(s) of goods and services your company provides: The following section is OPTIONAL and is for statistical reporting purposes only. Ownership(please check all that apply): African-American Asian Armenian Hispanic Native American Disabled Female AA-1 FORM APPENDIX "A"—Forms to be Completed by Bidder Proiect Workforce Utilization (Form AA-2) This form is to be included in all bid documents for projects involving labor or services valued at $25,000 or more. Instructions: Please indicate the job titles/classifications to be used in the performance of this contract should it be awarded to your firm. Please indicate the number of employees in each job classification as well as the number of new hires, if any, as a result of this contract. Name of Company: Project: Job Titles/Classification Estimated number of existing staff to be employed Estimated number of new hires to be employed in this classification if awarded the contract in this classification if awarded the contract Are any current employees or potential new hires Vernon residents? If so, how many? AA-2 FORM APPENDIX "A"—Forms to be Completed by Bidder Current Permanent Workforce Utilization (Form AA-3) OPTIONAL Name of Company: Project: Completion of this form is OPTIONAL. Any information supplied by vendors is for reporting purposes only and will not be factored into the award of any contract. Instructions: Please indicate the number of employees in each Job Classification belonging to the following groups. White African-American Hispanic Asian/Pacific Native Armenian Male Female (not of Hispanic (not of Hispanic Islander American origin) origin) CLASSIFICATION Officials/ Managers Professionals Technicians Office/Clerical Skilled Craft Workers Operators (semi-skilled) Laborers Service Workers TOTAL AA-3 FORM APPENDIX 6 Sample Contract LABOR AND MATERIALS CONTRACT BETWEEN THE CITY OF VERNON AND [CONTRACTOR'S NAME] COVER PAGE Contractor: [insert name of contractor] Responsible Principal of Contractor: [insert name, title] Notice Information - Contractor: [insert name of contractor] [insert street address] [insert city, state, zip code] Attention: [insert name, title] Phone: [insert phone number] Facsimile: [insert fax number] Notice Information - City: City of Vernon 4305 Santa Fe Avenue Vernon, CA 90058 Attention: [insert department head] [insert department head title] Telephone: (323) 583-8811 ext. [insert] Facsimile: [insert fax number] Commencement Date: [insert commencement date] Termination Date: [insert termination date], unless extended pursuant to Section 1 Consideration: Total not to exceed $[insert amount] (includes all applicable sales tax); and more particularly described in Exhibit B Records Retention Period Three (3) years, pursuant to Section 8.3 1 September 2013 LABOR AND MATERIALS CONTRACT BETWEEN THE CITY OF VERNON AND [CONTRACTOR'S NAME] THIS Contract is made between the CITY OF VERNON ("City"), a California charter City and California municipal corporation, and [Contractor's Name], a [State incorporated in] corporation ("Contractor") The City and Contractor agree as follows: 1.0 Contractor shall furnish all necessary and incidental labor, material, equipment, transportation and services as described in, and strictly in accordance with, and subject to all terms and conditions set forth in Specifications for , as more fully set forth in the Scope of Services, attached hereto and incorporated herein as Exhibit "A". 2.0 All work shall be done in a manner satisfactory to the City's Director of Public Works, Water and Development Services ("Director"), or the Director's designee, in writing, and shall be of highest quality with respect to In the event Contractor fails to perform satisfactorily the City shall advise Contractor in writing, and Contractor shall have thirty (30) days to cure such failure to satisfactorily perform. If Contractor fails to so cure its performance within said 30 days, the City may, at its option, terminate this Contract for default without further liability, other than payment to Contractor for work performed satisfactorily prior to the date of termination. 3.0 Contractor shall commence work upon the signing of this contract and shall perform work requested in writing by Director. 4.0 In consideration of satisfactory and timely Performance of requested work, the City shall pay Contractor as follows: In the first three years of this Contract, a grand total amount not to exceed Dollars ($000,000). 5.0 Concurrently with the execution of this Contract, Contractor shall furnish bonds of a surety satisfactory to the City, as provided in the specifications and Notice Inviting Bids. The cost of the bonds shall be paid by Contractor. 6.0 GENERAL TERMS AND CONDITIONS. 6.1 INDEPENDENT CONTRACTOR. 6.1.1 It is understood that in the performance of the services herein provided for, Contractor shall be, and is, an independent contractor, and is not an agent or employee of City and shall furnish such services in its own manner and method except as required by this Contract. Further, Contractor has and shall retain the right to exercise full control over the employment, direction, compensation and discharge of all persons employed by Contractor in the performance of the services hereunder. Contractor shall be solely responsible for, and shall indemnify, defend and save City harmless from all matters relating to the payment of its employees, including compliance with social security, withholding and all other wages, salaries, benefits, taxes, exactions, and regulations of any nature whatsoever. 2 September 2013 6.1.2 Contractor acknowledges that Contractor and any subcontractors, agents or employees employed by Contractor shall not, under any circumstances, be considered employees of the City, and that they shall not be entitled to any of the benefits or rights afforded employees of City, including, but not limited to, sick leave, vacation leave, holiday pay, Public Employees Retirement System benefits, or health, life, dental, long-term disability or workers' compensation insurance benefits. 6.2 CONTRACTOR NOT AGENT. Except as the City may authorize in writing, Contractor and its subcontractors shall have no authority, express or implied, to act on behalf of or bind the City in any capacity whatsoever as agents or otherwise. 6.3 OWNERSHIP OF WORK. All reports, drawings, plans, specifications, computer tapes, floppy disks and printouts, studies, memoranda, computation sheets and other documents prepared by Contractor in furtherance of the work shall be the sole property of City and shall be delivered to City whenever requested. Contractor shall keep such documents and materials on file and available for audit by the City for at least three (3) years after completion or earlier termination of this Contract. Contractor may make duplicate copies of such materials and documents for its own files or for such other purposes as may be authorized in writing by the City. 6.4 CORRECTION OF WORK. Contractor shall promptly correct any defective, inaccurate or incomplete tasks, deliverables, goods, services and other work, without additional cost to the City. The performance or acceptance of services furnished by Contractor shall not relieve the Contractor from the obligation to correct subsequently discovered defects, inaccuracy or incompleteness. 6.5 WAIVER. The City's waiver of any term, condition, breach or default of this Contract shall not be considered to be a waiver of any other term, condition, default or breach, nor of a subsequent breach of the one waived. 6.6 SUCCESSORS. This Contract shall inure to the benefit of, and shall be binding upon, the parties hereto and their respective heirs, successors and/or assigns. 6.7 NO ASSIGNMENT. Contractor shall not assign or transfer this Contract or any rights hereunder without the prior written consent of the City and approval by the City Attorney, which may be withheld in the City's sole discretion. Any unauthorized assignment or transfer shall be null and void and shall constitute a material breach by the Contractor of its obligations under this Contract. No assignment shall release the original parties or otherwise constitute a novation. 6.8 COMPLIANCE WITH LAWS. Contractor shall comply with all Federal, State, County and City laws, ordinances, rules and regulations, which are, as amended from time to time, incorporated herein and applicable to the performance hereof. 6.9 ATTORNEY'S FEES. If any action at law or in equity is brought to enforce or interpret the terms of this Contract, the prevailing party shall be entitled to reasonable attorney's fees, costs and necessary disbursements in addition to any other relief to which such party may be entitled. 3 September 2013 7.0 INTERPRETATION. 7.1 APPLICABLE LAW. This Contract, and the rights and duties of the parties hereunder (both procedural and substantive), shall be governed by and construed according to the laws of the State of California. 7.2 ENTIRE AGREEMENT. This Contract, including any Exhibits attached hereto, constitutes the entire agreement and understanding between the parties regarding its subject matter and supersedes all prior or contemporaneous negotiations, representations, understandings, correspondence, documentation and agreements (written or oral). 7.3 WRITTEN AMENDMENT. This Contract may only be changed by written amendment signed by Contractor and the City Manager or other authorized representative of the City, subject to any requisite authorization by the City Council. Any oral representations or modifications concerning this Contract shall be of no force or effect. 7.4 SEVERABILITY. If any provision in this Contract is held by any court of competent jurisdiction to be invalid, illegal, void, or unenforceable, such portion shall be deemed severed from this Contract, and the remaining provisions shall nevertheless continue in full force and effect as fully as though such invalid, illegal, or unenforceable portion had never been part of this Contract. 7.5 ORDER OF PRECEDENCE. In case of conflict between the terms of this Contract and the terms contained in any document attached as an Exhibit or otherwise incorporated by reference, the terms of this Contract shall strictly prevail. The terms of the City's Specifications shall control over the Contractor's bid. 7.6 CHOICE OF FORUM. The parties hereby agree that this Contract is to be enforced in accordance with the laws of the State of California, is entered into in the City of Vernon and that all claims or controversies arising out of or related to performance under this Contract shall be submitted to and resolved in a forum within the County of Los Angeles at a place to be determined by the rules of the forum. 7.7 DUPLICATE ORIGINALS. There shall be two (2) fully signed copies of this Contract, each of which shall be deemed an original. 7.8 TIME OF ESSENCE. Time is strictly of the essence of this Contract and each and every covenant, term and provision hereof. 7.9 AUTHORITY OF CONTRACTOR. The Contractor hereby represents and warrants to the City that the Contractor has the right, power, legal capacity and authority to enter into and perform its obligations under this Contract, and its execution of this Contract has been duly authorized. 7.10 ARBITRATION OF DISPUTES. Any dispute for under$25,000 arising out of or relating to the negotiation, construction, performance, non-performance, breach or any other aspect of this Contract, shall be settled by binding arbitration in accordance with the Commercial Rules of the American Arbitration Association at Los Angeles, California and judgment upon the award rendered by the Arbitrators may be entered in any court having jurisdiction thereof. The City does not waive its right to object to the timeliness or sufficiency of 4 September 2013 any claim filed or required to be filed against the City and reserves the right to conduct full discovery. 7.11 INDEMNITY. 7.11.1 Contractor agrees to indemnify, hold harmless and defend (even if the allegations are false, fraudulent or groundless), to the maximum extent permitted by law, the City, its City Council and each member thereof, and its officers, employees, commission members and representatives, from any and all liability, loss, suits, claims, damages, costs, judgments and expenses (including attorney's fees and costs of litigation) which in whole or in part result from, or arise out of, or are claimed to result from or to arise out of: A. any activity on or use of City's premises or facilities or any performance under this Contract; or B. any acts, errors or omissions (including, without limitation, professional negligence) of Contractor, its employees, representatives, subcontractors, or agents in connection with the performance of this Contract. 7.11.2 This agreement to indemnify includes, but is not limited to, personal injury (including death at any time) and property or other damage (including, but without limitation, contract or tort or patent, copyright, trade secret or trademark infringement) sustained by any person or persons (including, but not limited to, companies, or corporations, Contractor and its employees or agents, and members of the general public). The sole negligence or willful misconduct of City, its employees or agents other than Contractor or Contractor's subcontractors are excluded from this indemnity agreement. 7.12 RELEASE. Contractor agrees to release and covenants not to sue the City, its City Council and each member thereof, and its officers, employees, commission members and representatives for any damage or injury (including death) to itself, its officers, employees, agents and independent contractors damaged or claiming to be damaged from any performance under this Contract. 7.13 INSURANCE. Contractor shall, at its own expense, procure and maintain policies of insurance of the types and in the amounts set forth below, for the duration of the Contract, including any extensions thereto. The policies shall state that they afford primary coverage. 7.13.1 Automobile Liability with minimum limits of at least $100,000/300,000/50,000 if written on a personal automobile liability form, for using a personal vehicle; or an amount of $500,000 including owned, hired, and non-owned liability coverage if written on a Commercial automobile liability form. 5 September 2013 7.13.2 General Liability with minimum limits of at least $1,000,000 combined single limits written on an Insurance Services Office (ISO) Comprehensive General Liability "occurrence" form or its equivalent for coverage on an occurrence basis. Premises/Operations and Personal Injury coverage is required. The City of Vernon, its directors, commissioners, officers, employees, agents and volunteers must be endorsed on the policy as additional insureds as respects liability arising out of the Contractor's performance of this Contract. A. If Contractor employs other contractors as part of the services rendered, Contractor's Protective Coverage is required. Contractor may include all subcontractors as insureds under its own policy or shall furnish separate insurance for each subcontractor, meeting the requirements set forth herein. B. Blanket Contractual Coverage. C. Products/Completed Operations coverage. 7.13.3 Contractor shall comply with the applicable sections of the California Labor Code concerning workers' compensation for injuries on the job. Compliance is accomplished in one of the following manners: A. Provide copy of permissive self-insurance certificate approved by the State of California; or B. Secure and maintain in force a policy of workers' compensation insurance with statutory limits and Employer's Liability Insurance with a minimal limit of $1,000,000 per accident. The policy shall be endorsed to waive all rights of subrogation against City, its directors, commissioners, officers, employees, and volunteers for losses arising from performance of this Contract; or C. Provide a "waiver" form certifying that no employees subject to the Labor Code's Workers' Compensation provision will be used in performance of this Contract. 7.13.4 Each insurance policy included in this clause shall be endorsed to state that coverage shall not be cancelled except after thirty (30) days' prior written notice to City. 7.13.5 Insurance shall be placed with insurers with a Best's rating of no less than B:VIII. 7.13.6 Prior to commencement of performance, Contractor shall furnish City with a certificate of insurance for each policy. Each certificate is to be signed by a person authorized by that insurer to bind 6 September 2013 coverage on its behalf. The certificate(s) must be in a form approved by City. City may require complete, certified copies of any or all policies at any time. 7.13.7 Failure to maintain required insurance at all times shall constitute a default and material breach. In such event, Contractor shall immediately notify City and cease all performance under this Contract until further directed by the City. In the absence of satisfactory insurance coverage, City may, at its option: (a) procure insurance with collection rights for premiums, attorney's fees and costs against Contractor by way of set-off or recoupment from sums due Contractor, at City's option; (b) immediately terminate this Contract; or (c) self insure the risk, with all damages and costs incurred, by judgment, settlement or otherwise, including attorney's fees and costs, being collectible from Contractor, by way of set-off or recoupment from any sums due Contractor. 7.14 NOTICES. Any notice or demand to be given by one party to the other shall be given in writing and by personal delivery or prepaid first-class, registered or certified mail, addressed as follows. Notice simply to the City of Vernon or any other City department is not adequate notice. If to the City: City of Vernon 4305 Santa Fe Ave. Vernon, CA 90058 With a Copy to: If to the Contractor: Any such notice shall be deemed to have been given upon delivery, if personally delivered, or, if mailed, upon receipt or upon expiration of three (3) business days from the date of posting, whichever is earlier. Either party may change the address at which it desires to receive notice upon giving written notice of such request to the other party. 7.15 TERMINATION FOR CONVENIENCE (Without Cause). City may terminate this Contract in whole or in part at any time, for any cause or without cause, upon fifteen (15) calendar days' written notice to Contractor. If the Contract is thus terminated by City for reasons other than Contractor's failure to perform its obligations, City shall pay Contractor a prorated amount based on the services satisfactorily completed and accepted prior to the effective date of termination. Such payment shall be Contractor's exclusive remedy for termination without cause. 7 September 2013 7.16 DEFAULT. In the event either party materially defaults in its obligations hereunder, the other party may declare a default and terminate this Contract by written notice to the defaulting party. The notice shall specify the basis for the default. The Contract shall terminate unless such default is cured before the effective date of termination stated in such notice, which date shall be no sooner than ten (10) days after the date of the notice. Termination for cause shall relieve the terminating party of further liability or responsibility under this Contract, including the payment of money, except for payment for services satisfactorily and timely performed prior to the service of the notice of termination, and except for reimbursement of(1) any payments made by the City for service not subsequently performed in a timely and satisfactory manner, and (2) costs incurred by the City in obtaining substitute performance. 7.17 ASSIGNMENT OF ANTITRUST CAUSES OF ACTION. Contractor hereby agrees to assign to the City all rights, title and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec 15) or under the Cartwright Act Chapter 2 (Commencing with Section 16700) or part 2 of Division 7 of the Business and Professions Code, or any similar or successor provisions of Federal or State law, arising from purchases of goods, services or materials pursuant to this Contract or the subcontract. This assignment shall be made and become effective at the time the City tenders final payment to the Contractor, without further acknowledgment by the parties. 8.0 ADDITIONAL ASSURANCES 8.1 EQUAL EMPLOYMENT OPPORTUNITY PRACTICES. Contractor certifies and represents that, during the performance of this contract, the contractor and any other parties with whom it may subcontract shall adhere to equal opportunity employment practices to assure that applicants and employees are treated equally and are not discriminated against because of their race, religion, color, national origin, ancestry, disability, sex, age, medical condition, marital status. Contractor further certifies that it will not maintain any segregated facilities. Contractor further agrees to comply with The Equal Employment Opportunity Practices provisions as set forth in Exhibit "E". 8.2 VERNON BUSINESS LICENSE. Contractor shall obtain, and pay any and all costs associated therewith, any Vernon Business License which may be required by the Vernon Municipal Code. 8.3 MAINTENANCE AND INSPECTION OF RECORDS. The City, or its authorized auditors or representatives, shall have access to and the right to audit and reproduce any of the Contractor's records to the extent the City deems necessary to insure it is receiving all money to which it is entitled under the Contract and/or is paying only the amounts to which Contractor is properly entitled under the Contract or for other purposes relating to the Contract. The Contractor shall maintain and preserve all such records for a period of at least 3 years after termination of the Contract. The Contractor shall maintain all such records in the City of Vernon. If not, the Contractor shall, upon request, promptly deliver the records to the City of Vernon or reimburse the City for all reasonable and extra costs incurred in conducting the audit at a 8 September 2013 location other than the City of Vernon, including, but not limited to, such additional (out of the City) expenses for personnel, salaries, private auditors, travel, lodging, meals and overhead. 8.4 CONFLICT. Contractor hereby represents, warrants and certifies that no member, officer or employee of the Contractor is a director, officer or employee of the City of Vernon, or a member of any of its boards, commissions or committees, except to the extent permitted by law. 8.5 ENFORCEMENT OF WAGE AND HOUR LAWS. Eight hours labor constitutes a legal day's work. The Contractor, or subcontractor, if any, shall forfeit twenty-five dollars ($25)for each worker employed in the execution of this Agreement by the respective Contractor or subcontractor for each calendar day during which the worker is required or permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of Sections 1810 through 1815 of the California Labor Code as a penalty paid to the City; provided, however, work performed by employees of contractors in excess of 8 hours per day, and 40 hours during any one week, shall be permitted upon compensation for all hours worked in excess of 8 hours per day at not less than 1'/2 times the basic rate of pay. 8.6 LIVING WAGES. Contractor, or Subcontractor, if any, working on City service contracts of any amount, as to all employees spending time on City contracts shall observe the City's Living Wage Ordinance and all requirements thereof at all times on City contracts. The Current Living Wage Standards are set forth in Exhibit "D". Upon request, certified payroll shall be provided to the City. [Signatures Begin on Next Page]. 9 September 2013 IN WITNESS WHEREOF, the Parties have signed this Agreement as of the date stated in the introductory clause. City of Vernon, a California charter City [CONTRACTOR'S NAME, a [State and California municipal corporation incorporated in] corporation By: By: W. Michael McCormick, Mayor Name: Title: ATTEST: By: Name: Ana Barcia, Deputy City Clerk Title: APPROVED AS TO FORM: Scott Porter, Deputy City Attorney 10 September 2013 EXHIBIT A SCOPE OF SERVICES 11 September 2013 EXHIBIT B PROPOSAL 12 September 2013 EXHIBIT C SCHEDULE OF WORK 13 September 2013 EXHIBIT D LIVING WAGE PROVISIONS Minimum Livinq Wages: A requirement that Employers pay qualifying employees a wage of no less than $10.30 per hour with health benefits, or$11.55 per hour without health benefits. Paid and Unpaid Days Off: Employers provide qualifying employees at least twelve compensated days off per year for sick leave, vacation, or personal necessity, and an additional ten days a year of uncompensated time for sick leave. No Retaliation: A prohibition on employer retaliation against employees complaining to the City with regard to the employer's compliance with the living wage ordinance. Employees may bring an action in Superior Court against an employer for back pay, treble damages for willful violations, and attorney's fees, or to compel City officials to terminate the service contract of violating employers. 14 September 2013 EXHIBIT E EQUAL EMPLOYMENT OPPORTUNITY PRACTICES PROVISIONS A. Contractor certifies and represents that, during the performance of this Agreement, the contractor and each subcontractor shall adhere to equal opportunity employment practices to assure that applicants and employees are treated equally and are not discriminated against because of their race, religious creed, color, national origin, ancestry, handicap, sex, or age. Contractor further certifies that it will not maintain any segregated facilities. B. Contractor agrees that it shall, in all solicitations or advertisements for applicants for employment placed by or on behalf of Contractor, state that it is an "Equal Opportunity Employer" or that all qualified applicants will receive consideration for employment without regard to their race, religious creed, color, national origin, ancestry, handicap, sex or age. C. Contractor agrees that it shall, if requested to do so by the City, certify that it has not, in the performance of this Agreement, discriminated against applicants or employees because of their membership in a protected class. D. Contractor agrees to provide the City with access to, and, if requested to do so by City, through its awarding authority, provide copies of all of its records pertaining or relating to its employment practices, except to the extent such records or portions of such records are confidential or privileged under state or federal law. E. Nothing contained in this Agreement shall be construed in any manner as to require or permit any act which is prohibited by law. 15 September 2013 Certificate of Insurance City of Vernon INSURANCE Name of Co: Project Title: 1. PLEASE PROVIDE THE BELOW LISTED DOCUMENTS TO YOUR PROJECT MANAGER. 2. PLEASE SUBMIT THESE IN ONE (1) PACKAGE WHEN YOU HAVE ALL DOCUMENTS IN HAND, ALONG WITH THIS CHECK LIST, BECAUSE THEY WILL BE FORWARDED OVER AS A GROUP TO OUR RISK MANAGER FOR APPROVAL: Include on one or two Acord forms with the coverage limits, policy numbers, and dates for: A.❑General Liability: Combined Single Limit of$1,000,000 per occurrence. ❑ Additional Insured Endorsement form(s) Naming as Additional Insured ("City of Vernon, its Council Members, Commissioners, officers, employees and agents.") Please provide either this: ❑ CG 20 10 11 85; or both of these forms ❑CG 20 10 XX XX (for ongoing operations) AND ❑CG 20 37 XX XX (for completed operations). ❑ Endorsement Waiver of the Right of Subrogation for General Liability against the City of Vernon. ❑ Coverage XCU is required if applicable B.❑ Auto Liability: $100,000 combined single limits unless vehicles are not involved. C.❑ Worker's Comp in statutory amounts. A separate certificate may be submitted. The City need not be named as additional insured. ❑ Endorsement Waiver of the Right of Subrogation for Worker's Comp against the City of Vernon. Note: The Specification or Request for Insurance may be amended by the City, to require less or greater requirements depending on the potential risk involved. OTHER CRITICAL INCLUSIONS: 1. The City of Vernon shall be given 30 days written notice of cancellation or material change. The certificate submitted will not be approved if it contains "best effort" modifiers or if it relieves the insurer from responsibility for failure to give notice. 7/1/13 Of Yr CONTRACT/PURCHASE ORDER/PERMIT/INSURANCE �t�I�� °' ' 4-7 5� REQUIREMENTS Insurance policies for persons having a contract, purchase order, or permit other than for equipment purchase without installation, with the City of Vernon shall comply with the following City requirements: I. The ACCORD Certificate of Liability Insurance form is an acceptable format for submitting insurance information. If you do not have your insurance information in this format please, contact the department below. 2. The City of Vernon shall be given 30 days written notice of cancellation or material change. The certificate submitted will not be approved if it contains "best effort" modifiers or if it relieves the insurer from responsibility for failure to give notice. (See examples on the next page). 3. City of Vernon, its councilmembers, commissioners, officers, employees and agents, shall be named as an additional insured on general commercial policies. And the City of Vernon shall be the certificate holder. 4. Minimum general liability insurance limits shall be as follows: Combined single limit of$1,000,000 per occurrence. Note: The Specification or Request for Quote may provide for lesser or greater requirements depending on the potential risk involved. 5. Minimum automobile liability insurance limits shall be $100,000 combined single limits unless vehicles are not involved. 6. Workers' compensation insurance in statutory amounts. A separate Certificate of Insurance may be submitted. City need not be endorsed as an additional insured. 7. Insurance certificate(s) shall be provided verifying required insurance. Specific inquiries should be addressed to: City of Vernon Paul Kiehl, Risk Manager Risk Management Department 4305 Santa Fe Avenue Vernon, CA 90058 (323)583-8811FAX (323) 862-1438 RM0001(Rev.B/04) CANCELLATION NOTICE DEFECTS Insurance certificates submitted to the City of Vernon should not contain any of the following defects in the cancellation notices: 1) "Best efforts" modifiers. "Best efforts" modifiers such as: a) Company will endeavor to mail. b) It is the intention of the company to mail. c) Company intends to notify. d) Company will make every effort to mail. The City requires a positive commitment to notify rather than a best efforts non-binding promise. 2) Exculpatory clauses. Exculpatory clauses which relieve the insurer from liability for failure to notify such as: a) but undertakes no responsibility by reason of any failure to do so. b) but failure to mail such notice shall impose no obligation or liability of any kind upon the company. c) company assumes no responsibility for any mistake, or for failure to give such notice. 3) Unmodified Acord form. The Acord form is not acceptable unless the cancellation notice is modified as follows: Should any of the above described policies be cancelled before the expiration date thereof, the issuing company will endeavor to Mail days written notice to the certificate holder named to the left, but ,�e-ts Isar--.h r"^" RM0001(Rev.B/04) REQUEST FOR WAVIER OF WORKERS COMPENSATION INSURANCE If insured has no employees or employees who are subject to the labor code, please sign the following affidavit: I certify that in the performance of the work under the permit, license agreement, purchase order, or contract with the City of Vernon which is the subject matter of this certification, I shall not, in any manner, employ any person or contract with any person so that any worker on said work would become subject to the workers' compensation laws of the State of California. Name Date Vendor/Permittee RM0001(Rev.B/04) BID SET 0701502014 CITY OF VERNON SIMONGLOVER INC. 3293 PACIFIC AVENUE TENANT IMPROVEMENT 4305 SANTA FE AVENUE LONG BEACH, CA90807 7 PH: 562.279.0050 © 2005 SIMONGLOVER INC. ALL VERNON , CA 90058 RIGHTS RESERVED @ AT DWG DRAWING LAV LAVATORY SPEC SPECIFICATIONS DIRECTION VIEWED AA ADD ALTERNATE DWR DRAWER LB POUND SQ SQUARE Ao0 SECTION IDENTIFICATION OR SHIM REVISION WOOD BLOCKING SHEET METAL ARCHITECTURAL �SE0 ti E. AB ANCHOR BOLT (E) EXISTING LP LIGHTING PANEL SOG SLAB ON GRADE Al PROJECT INFORMATION V ��N S� lox ABV ABOVE EA EACH LTG LIGHTING SSF SOLID SURFACE FINISH A0.0 SHEET WHERE SECTION IS DRAWN y A2 ACCESSIBILITY NOTES v �P CA COLUMN/GRID A3 ACCESSIBILITY NOTES C-29326 AC ACOUSTICAL CEILING PANELS EQ EQUAL LVL LEVEL ST STL STAINLESS STEEL IDENTIFICATION CONOTDINUOUS BLOCKING, 0�00 HOLLOW METAL A4 ACCESSIBILITY NOTES O O ADD'L ADDITIONAL ELEV ELEVATION MAX MAXIMUM STD A4.1 ACCESSIBILITY NOTES STANDARD 10/31/15 (1� Q A0.0 0 ELEVATION IDENTIFICATION A RENEWAL DATE AFF ABOVE FINISH FLOOR ELVR ELEVATOR MFR MANUFACTURER STL STEEL7: A5 ACCESSIBLE STANDARD MOUNTING HEIGHTS SHEET WHERE ELEVATION IS DRAWN PLYWOOD 0 ALUMINUM A6 EXIT FLOOR PLAN �1>` AHV AIR HANDLING UNIT EOS EDGE OF SLAB MECH MECHANICAL STRUCT STRUCTURE/STRUCTURAL 0 ALUM ALUMINUM EQUIP EQUIPMENT MIN MINIMUM SUSP SUSPENDED A A7 DEMOLITION PLAN -ADMIN. OFFICE&CITY ATTORNEY'S OFFICE �OF C A�`� DATUM POINT A8 DEMOLITION REFLECTED CEILING PLAN -LEVEL 2-ADMIN. OFFICE &CITY ALT ALTERNATE ES EXPOSED STRUCTURE MISC MISCELLANEOUS SV SHEET VINYL WOOD, FINISHED ATTORNEY'S OFFICE 00 METAL LATH AND PLASTER ANG ANGLE FD INTERIOR ELEVATION IDENTIFICATION FLOOR DRAIN MO MASONRY OPENING TELE TELEPHONE p e A9 SITE PLAN AP ACCESS PANEL FDN FOUNDATION MTD MOUNDTED TEMP TEMPORARY A0.0 SHEET WHERE ELEVATION IS DRAWN DOOR A10 FLOOR PLAN -LEVEL 2-ADMIN. OFFICE 00 D A11 FLOOR PLAN - LEVEL 2-CITY ATTORNEY'S OFFICE Z ARCH ARCHITECT/ARCHITECTURAL FEC FIRE EXTINGUISHER CABINET MTL METAL TOC TOP OF CONCRETE o INSULATION, BATT AND GYPSUM BOARD Al2 REFLECTED CEILING PLAN - LEVEL 2-ADMIN. OFFICE&CITY ATTORNEY'S BD BOARD FF FINISH FLOOR NIC NOT IN CONTRACT TOR TOP OF ROOF FIRE SAFING VARIES OFFICE Q 00 DETAIL IDENTIFICATION A13 FINISH FLOOR PLAN - LEVEL 2-ADMIN. OFFICE &CITY ATTORNEY'S � A0.0 SHEET WHERE DETAIL IS DRAWN BLDG BUILDING FG FINISH GRADE N/A NOT APPLICABLE TOS TOP OF SLAB pp WINDOW a OFFICE z BLK'G BLOCKING FHC FIRE HOSE CABINET NOM NOMINAL TOW TOP OF WALL INSULATION RIGID, GLAZING o° BOT BOTTOM FIN FINISH NITS NOT TO SCALE TRD TREAD TYPE VARIES A14 INTERIOR ELEVATIONS A14.1 INTERIOR ELEVATIONS o(n BUR BUILT UP ROOFING FLR FLOOR OC ON CENTER TYP TYPICAL WALL TYPE A15 DOOR AND WINDOW SCHEDULE AND DETAILS a-C MATCH LINE/REGION p CAB CABINET FOF FACE OF FINISH OD OUTSIDE DIAMETER UL UNDERWRITERS LABORATORY BEING CONSIDERED CONCRETE ACOUSTICAL PANEL A16 INTERIOR PARTITION DETAILS °Z aZ A18 CEILING DETAILS 2 CAR CARPET FOS FACE OF STRUCTURE OPH OPPOSITE HAND LINO UNLESS NOTED OTHERWISE m0 0'-0" G GLAZING TYPE A19 CEILING DETAILS a CEM CEMENT FT FEET OPNG OPENING VCT VINYL COMPOSITE TILE NEW FINISH ELEVATION z CI CAST IRON FTG FOOTING PA PLANTING AREA VERT VERTICAL CONCRETE MASONRY CARPET NOTE: oQ r CENTER LINE FURR FURRING f PROPERTY LINE V.I.F. VERIFY IN FIELD (0'-0") SEPARATE MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PERMITS ARE w L L EXISTING ELEVATION AAA FINISH REQUIRED. (� CLG CEILING GA GAUGE PLT PLATE W/ WITH EXIT SIGNS SHALL BE LIT AT ALL TIMES AND SHALL BE PROVIDED WITH A Z e - - _-- - -- _ - PRECAST CONCRETE LEE EARTH, SOIL SECONDARY SOURCE OF POWER. 1 1 CLR CLEAR GALV GALVANIZED PLAM PLASTIC LAMINATE W/O WITHOUT ALL NEW DOORS USED FOR EGRESS SHALL BE PROVIDED WITH LEVER TYPE LJJ °� U� CTR COUNTER GB GRAB BAR PLWD PLYWOOD WB WOOD BASE PROPERTY LINE 1-HR RATED HARDWARE. > z ALL FINISHES SHALL COMPLY WITH CHAPTER 8 OF THE 2013 C.B.C. COL COLUMN GEN GENERAL PNTD PAINTED WD WOOD O PARTITION 0000�00000�o�°o�o�°o�o a F BRICK os��sp�s��sp�s��cPos��o POROUS FILL CONIC CONCRETE GL GLASS RB RUBBER BASE WP WORKING POINT 00 �a CONT CONTINUOUS GYP GYPSUM RD ROOF DRAIN WPN WOOD PANELING LIMIT OF WORK LINE 2-HR RATEDPARTITION � ao CORR CORRIDOR HDR HEADER REF REFERENCE STEEL 1 oZ CS CONCRETE SEALER HDWD HARDWOOD REFR ROOM IDENTIFICATION oa REFRIGERATOR 3-HR RATED �'0 CT CERAMIC TILE HDWR HARDWARE RF RESINOUS FLOORS ROOM 0 ROOM NAME PARTITION oUj DBL DOUBLE HGT HEIGHT RM ROOM 101 = ROOM NUMBER INSULATION RIGID, LU ROOM AREA TYPE VARIES z Of o DIA/- DIAMETER INFO INFORMATION RUB RUBBER 111 SF 4-HR RATED 0Z Z� DIM DIMENSION INSUL INSULATION SC SOLID CORE PARTITION z Q 0 0 DOOR IDENTIFICATION °z DISP DISPENSER INT INTERIOR SF SQUARE FOOT/FEET O z o 0 DN DOWN JC JANITOR CLOSET SIM SIMILAR SLAB W oZ r DOOR NUMBER(RELATES DEPRESSION F DR DRAIN JT JOINT SCHED SCHEDULE TO ROOM NUMBER) Q ZDz w DIET DETAIL LAM LAMINATE WALL WHERE OCCURS W o �z TYP. DIM.TO DOOR UNLESS �/ z �2 4, LL NOTED OTHERWISE L.L o O O =o w� Z F ABBREVIATIONS SYMBOL LEGEND MATERIAL INDICATIONS LU z w � 0 SCOPE OF WORK: a} SKILL r•.uw a 5econd�5lreet a Z o 0 Grand ' Elem nrary Malabar Street I \ W po LO <' ! Elementary / U-) z a TENANT IMPROVEMENT- CITY ADMINISTRATION AND CITY i, 1° Hope Park h1hSl S'chao-1 sr > ATTORNEY'S OFFICE REMODEL; NEW ADA ACCESSIBLE PROJECT DIRECTORY e La An ells 4 Dc� JrTDwr� aFlf' F Schaal '� Q o w o_ �' SDUTH GISTRICT IW Co'Ituention PARK `' e 4 tiasl Cesar E Chavelz Ald U LL W M TOILET ROOM, NEW KITCHENETTE AND NEW OFFICES. ` c' .ate V, o= TOTAL AREA OF IMPROVEMENT 4,104 SF. Center c* S e ri sr 1o, H6heribeek o Evergreen w Q �o OWNER CITY OF VERNON `' � ` o{ c��f Sf MTA 15th St k4hirtder Park Memorial ma Park O Q U a Of 0 Jv &Grematary o BUILDING INFORMATION: , =0 s � rg z _ o 4305 SANTA FE AVENUE Y �� { Division 1 ;1st St r O > Q 0 F 1. PROPOSED BUILDING: OFFICE ' (n z o� VERNON, CA 90058 /e ° Greyhound cn E 71h St h' Z 0 CONSTRUCTION TYPE: III-B, FULLY SPRINKLERED ° `' rkSHI41 Burs Lines {{f Euclid Avenue � CONTACT: KEVIN WILSON O GISiRIC7 rt ",ply Elementary 3rd # �, ^ w z OCCUPANCY CLASSIFICATION: B-OFFICE a °° aMlk.wn?et Schaal 60 Pow, L.L � > °Z_ (323 583-8811, EXT 245 us Elemen#&ry. t: -� w° ) John Trar- " ~~ Clinic y Las Angeles Trade 6'' �` p Sh° l 60YLE °Z echnicalCallege :1: P eq atlG.Irs wN ' Robert Louis z e7 ±. San Pedro '�$!v 101 Stevenson IV U)° ARCHITECT SIMONGLOVER, INC. o Santee Elementary Branch Library ISSUED FOR: DATE: �o Educalian School Robert Lau is 3293 PACIFIC AVE u Complex ;r�. EOjy,o�L % Stevenson oa LONG BEACH, CA 90807 � ` � `'`s E1wenlieth School Santa Fe � wU Of LElemeni t Middle School SUBMITTAL SET 02.04.2014 Z 0 as @r Lunch Stop School East Los Any z CONTACT: MATTHEW SIMON Second o f Doctors Has a o (562)279-0050 6 Baptist Church ,r. dash Lou CosteJ�o a m a� !r'9rar,Blvd Junior Youth Ox c E Olympic 8tvd t Olympic 81++c 4 Center E WdShrt➢ #4 �a REVISIONS: 00 LE nr Los Riveef s % NO. DESCRIPTION DATE ISSUED o _ `1 F rfl PLANCHECK 04.11.2014 U� 1 _ ��hf��J°+r� COMMENTS coE Mania Lutils Kilg Jrf 83vd 4305 SANTA FE AVE. � Thomas oVERNON, CA 90058 .- , LU A" Jefferson �� Gilbert Lindsay Wadsworth Avenue Higtr School y3`it E 371h Sr I Bandini BYvck _ - `` w Recrergtion Center Elementary School E ` �' _U) West Vernon ._ g,4_. o Elementary rtr w w School E Vernon Ave E Vernon Ave E Vernon Ave ;L NCN F•13Ih st 3 m cn Virgin Mary -- > 69 of ti.Orthodox wa {+r� rd o a LasAngefe= w ii 0 n Leonis Blvd tl�strr�t 4twd River o M14 O m a _ m p ° o d's ran faw land Aye {irrl. APPLICABLE CODES: Holmes d Aurar& Elernerltaiy 2013 C.B.C. 2013 C.F.C.' 2013 C.P.C. 2010 A.D.A. REGULATIONS EFFECTIVE MARCH 15, 2012, W 54th St E 54th St 0 71 Elementary y = Schaal E 551t St 2013 C.M.C. 2013 C.E.C. ENFORCED BY THE DEPT. OF JUSTICE AND p school nue MANDATORY COMPLIANCE BY OWNER r LO n a . t P'Park *ADEQUATE VENTILATION SHALL Al BE PROVIDED PER THE 2013 C.B.C. z BUILDING INFO. & APPLICABLE CODES PROJECT DIRECTORY VICINITY MAP 0. SHEET INDEX NOT TO SCALE PRINTED: 7/15/2014 2:03:05 PM BID SET - 0701502014 GENERAL PROJECT INFORMATION B. BUILDING BLOCKS 32. EDGE OF SIGNS OR OTHER OBJECTS, WHEN MOUNTED ON POSTS OR PYLONS WITH ENTRANCES 43. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE '/2 INCH HIGH MAXIMUM. FLOOR OR GROUND SURFACES THEIR BOTTOM EDGES LESS THAN 80 INCHES ABOVE THE FLOOR OR GROUND SURFACE, RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH PLAN CHECK NO 1. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM,AND SLIP RESISTANT. §1113-302.1 SHALL BE ROUNDED OR EASED AND THE CORNERS SHALL HAVE A MINIMUM RADIUS OF% 11. ENTRANCES SHALL BE PROVIDED IN ACCORDANCE WITH 11 B-206.4 ENTRANCES. 11 B-302 FLOOR OR GROUND SURFACES AND 11 B-303 CHANGES IN LEVEL. §1 1 B-404.2.5. INCH. §11B-307.3.1 ENTRANCE DOORS, DOORWAYS,AND GATES SHALL COMPLY WITH 11B-404 DOORS, JOB ADDRESS CITY ZIP 2. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM DOORWAYS, AND GATES AND SHALL BE ON AN 44. THE DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES AND GATES CUSHION, PAD, OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A 33.VERTICAL CLEARANCE SHALL BE AT LEAST 80 INCHES HIGH ON CIRCULATION PATHS ACCESSIBLE ROUTE COMPLYING WITH 11 B-402 ACCESSIBLE ROUTES; (SEE EXCEPTIONS). IN SERIES SHALL BE 48 INCHES MINIMUM PLUS THE WIDTH OF DOORS OR GATES REVIEWED BY PHONE DATE LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. PILE EXCEPT AT DOOR CLOSERS AND DOOR STOPS, WHICH MAY BE 78 INCHES MINIMUM ABOVE §11B-206.4 SWINGING INTO THE SPACE. §11B-404.2.E HEIGHT SHALL BE '/2 INCH MAXIMUM. §11B-302.2, FIGURE 1113-302.2 THE FINISH FLOOR OR GROUND. §11B-307.4 INSTRUCTIONS 12.ALL ENTRANCES AND EXTERIOR GROUND-FLOOR EXITS TO BUILDINGS AND FACILITIES 45. HANDLES, PULLS, LATCHES, LOCKS,AND OTHER OPERABLE PARTS ON DOORS AND 3. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND SHALL HAVE 34. GUARDRAILS OR OTHER BARRIERS WITH A LEADING EDGE LOCATED 27 INCHES SHALL COMPLY WITH 11B-404 DOORS, DOORWAYS, AND GATES.§11B-206.4.1 GATES SHALL COMPLY WITH 11B-309.4 OPERATION. OPERABLE PARTS OF SUCH CORRECTIONS WITH CIRCLED ITEM NUMBERS APPLY TO THIS PLAN CHECK. TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SHALL BE PROVIDED WHERE THE HARDWARE SHALL BE 34 INCHES MINIMUM AND 44 INCHES MAXIMUM ABOVE THE FINISH 11 B-303 CHANGES IN LEVEL. §11B-302.2 VERTICAL CLEARANCE ON CIRCULATION PATHS IS LESS THAN 80 INCHES HIGH. §11B-307.4, 13.WHERE DIRECT ACCESS IS PROVIDED FOR PEDESTRIANS FROM A PARKING FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, IN THE LEFT-HAND MARGIN OF THE CIRCLED CORRECTIONS, PLEASE INDICATE THE SHEET FIGURE 1113-307.4 STRUCTURE TO A BUILDING OR FACILITY ENTRANCE, EACH DIRECT ACCESS TO THE OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. §1113- NUMBER AND DETAIL OR NOTE NUMBER ON THE PLANS WHERE THE CORRECTIONS ARE MADE. 4. OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF A SPHERE BUILDING OR FACILITY ENTRANCE SHALL COMPLY WITH 11 B-404 DOORS, DOORWAYS, 404.2.7 RESUBMIT MARKED ORIGINAL PLANS AND TWO CORRECTED SETS OF PLANS, CALCULATIONS MORE THAN INCH IN DIAMETER. ELONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG 35.WHERE A GUY SUPPORT IS USED PARALLEL TO A CIRCULATION PATH, INCLUDING BUT AND GATES. §11B-206.4.2 S I MON G LOVE R INC. AND THIS PLAN REVIEW LIST. DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. §11B-302.3, FIGURE NOT LIMITED TO SIDEWALKS, A GUY BRACE, SIDEWALK GUY OR SIMILAR DEVICE SHALL BE 11B-302.3 USED TO PREVENT AN OVERHANGING OBSTRUCTION. §11B-307.4 14.WHERE DIRECT ACCESS IS PROVIDED FOR PEDESTRIANS FROM A PEDESTRIAN 46. DOOR AND GATE CLOSING SPEED SHALL COMPLY WITH THE FOLLOWING: INCOMPLETE, UNCLEAR, OR FADED DRAWINGS OR CALCULATIONS WILL NOT BE ACCEPTED TUNNEL OR ELEVATED WALKWAY TO A BUILDING OR FACILITY,ALL ENTRANCES TO THE 3293 PACIFIC AVENUE CHANGES IN LEVEL REACH RANGES BUILDING OR FACILITY FROM EACH TUNNEL OR WALKWAY SHALL COMPLY WITH 11 B-404 a. DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN LONG BEACH, CA 90807 INCORPORATE ALL COMMENTS AS MARKED ON CHECKED SET OF PLANS AND CALCULATIONS 5. VERTICAL CHANGES IN LEVEL FOR FLOOR OR GROUND SURFACES MAY BE INCH HIGH DOORS, DOORWAYS,AND GATES. §11B-206.4.3 POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION PH: 562.279.0050 AND THESE CORRECTIONS SHEETS. MAXIMUM AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL GREATER THAN INCH AND 36. ELECTRICAL CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. §11B-404.2.8.1 NOT EXCEEDING'/2 INCH IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2.§ A ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES OR 15. DIRECT CONNECTIONS TO OTHER FACILITIES SHALL PROVIDE AN ACCESSIBLE ROUTE © 2005 SIMONGLOVER INC. ALL A.APPLICATION AND ADMINISTRATION 11B-303, FIGURES 11B-303.2&11B-303.3 COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE LOCATED WITHIN ALLOWABLE COMPLYING WITH 11B-404 DOORS, DOORWAYS,AND GATES FROM THE POINT OF b. DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN RIGHTS RESERVED REACH RANGES. LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX CONNECTION TO BOARDING PLATFORMS AND ALL TRANSPORTATION SYSTEM ELEMENTS POSITION OF 70 DEGREES, THE DOOR OR GATE SHALL MOVE TO THE CLOSE 1.ALL AREAS OF NEWLY DESIGNED AND NEWLY CONSTRUCTED BUILDINGS AND 6. CHANGES IN LEVEL GREATER THAN INCH IN HEIGHT SHALL BE RAMPED AND SHALL AND HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX. §11B-308.1.1 REQUIRED TO BE ACCESSIBLE. ANY ELEMENTS PROVIDED TO FACILITATE FUTURE POSITION IN 1.5 SECONDS MINIMUM. §11B-404.2.8.2 FACILITIES AND ALTERED PORTIONS OF EXISTING BUILDINGS AND FACILITIES SHALL COMPLY WITH THE REQUIREMENTS OF 11 B-405 RAMPS OR 11 B-406 CURB RAMPS AS APPLICABLE. DIRECT CONNECTIONS SHALL BE ON AN ACCESSIBLE ROUTE CONNECTING BOARDING COMPLY WITH THESE REQUIREMENTS. THESE REQUIREMENTS APPLY TO TEMPORARY §11B-303 37. ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS PLATFORMS AND ALL TRANSPORTATION SYSTEM ELEMENTS REQUIRED TO BE 47. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE AND PERMANENT BUILDINGS AND FACILITIES. §1113-201 AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED WITHIN ALLOWABLE ACCESSIBLE. §11B-206.4.4.2(SEE EXCEPTION) DOORS SHALL BE AS FOLLOWS: §11B-404.2.9 7.ABRUPT CHANGES IN LEVEL EXCEEDING 4 INCHES IN A VERTICAL DIMENSION BETWEEN REACH RANGES. LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX WALKS, SIDEWALKS OR OTHER PEDESTRIAN WAYS AND ADJACENT SURFACES OR FEATURES AND HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX. §11B-308.1.2 16. EXCEPT SELF-SERVICE STORAGE FACILITIES,ALL ENTRANCES TO EACH TENANCY IN a. INTERIOR HINGED DOORS AND GATES: 5 POUNDS MAXIMUM. c:�g A& 2. WHERE A SITE, BUILDING, FACILITY, ROOM, OR SPACE CONTAINS MORE THAN ONE SHALL BE IDENTIFIED BY WARNING CURBS AT LEAST 6 INCHES IN HEIGHT ABOVE THE WALK OR A FACILITY SHALL COMPLY WITH 11 B-404 DOORS, DOORWAYS,AND GATES. §11B-206.4.5 �� USE, EACH PORTION SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS FOR THAT SIDEWALK SURFACE OR BY GUARDS OR HANDRAILS WITH A GUIDE RAIL CENTERED 2 INCHES 38. HIGH FORWARD REACH THAT IS UNOBSTRUCTED SHALL BE 48 INCHES MAXIMUM AND b. SLIDING OR FOLDING DOORS: 5 POUNDS MAXIMUM. V ��NEW E•&/ USE. §11B-201.2 MINIMUM AND 4 INCHES MAXIMUM ABOVE THE SURFACE OF THE WALK OR SIDEWALK. THESE THE LOW FORWARD REACH SHALL BE 15 INCHES MINIMUM ABOVE THE FINISH FLOOR OR 17.WHERE RESTRICTED ENTRANCES ARE PROVIDED TO A BUILDING OR FACILITY,ALL �P 4102 o 3. EACH ADDITION TO AN EXISTING BUILDING OR FACILITY SHALL COMPLY WITH THE REQUIREMENTS DO NOT APPLY BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET GROUND.§1 1 B-308.2.1, FIGURE 11B-308.2.1 RESTRICTED ENTRANCES TO THE BUILDING OR FACILITY SHALL COMPLY WITH 11 B-404 c. REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE C-29326 O REQUIREMENTS FOR NEW CONSTRUCTION AND SHALL COMPLY WITH 11B-202.4 PATH OF OR DRIVEWAY. §11B-303.5 DOORS, DOORWAYS,AND GATES. §11B-206.4.7 APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. O 39. HIGH FORWARD REACH SHALL BE 48 INCHES MAXIMUM WHERE THE REACH DEPTH IS 20 10/31/15 TRAVEL REQUIREMENTS. §11B-202.2 (P ITTURNING SPACE INCHES OR LESS AND 44 INCHES MAXIMUM WHERE THE REACH DEPTH EXCEEDS 20 INCHES. 18. IF A SERVICE ENTRANCE IS THE ONLY ENTRANCE TO A BUILDING OR TO A TENANCY IN d. EXTERIOR HINGED DOORS: 5 POUNDS MAXIMUM. ,A RENEWAL DATE 1-1HIGH FORWARD REACH SHALL NOT EXCEED 25 INCHES IN DEPTH. §11B-308.2.2 FIGURE A FACILITY, THAT ENTRANCE SHALL COMPLY WITH 11B-404 DOORS, DOORWAYS,AND 4. EACH EXISTING ELEMENT OR SPACE THAT IS ALTERED SHALL COMPLY WITH THE "9 8. TURNING SPACES SHALL MEET THE REQUIREMENTS OF 11 B-302 FLOOR OR GROUND 11B-308.2.2 GATES. IN EXISTING BUILDINGS AND FACILITIES, A SERVICE ENTRANCE SHALL NOT BE 48. SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR OR �` APPLICABLE REQUIREMENTS OF DIVISION 2, INCLUDING 11 B-202.4 PATH OF TRAVEL SURFACES EXCEPT THAT CHANGES IN LEVEL ARE NOT PERMITTED. TURNING SPACES SHALL THE SOLE ACCESSIBLE ENTRANCE GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE �� REQUIREMENTS UNLESS THE BUILDING OFFICIAL DETERMINES COMPLIANCE WITH BE EITHER CIRCULAR OR T-SHAPED. DOORS MAY SWING INTO TURNING SPACES. §11B-304 40.WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR SPACE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OF CAL APPLICABLE REQUIREMENTS IS TECHNICALLY INFEASIBLE AND THE ALTERATION SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED TECHNICAL REQUIREMENTS FOR ACCESSIBLE ROUTES OR VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH OF THE SAME COMPLIES WITH THE REQUIREMENTS TO THE MAXIMUM EXTENT FEASIBLE OR 9. CIRCULAR TURNING SPACES SHALL BE A SPACE OF 60 INCHES DIAMETER MINIMUM AND MAY REACH DEPTH OVER THE OBSTRUCTION. §11B-308.2.2 PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES PROVIDES EQUIVALENT FACILITATION. §11B-202.3 INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH 11B-306 KNEE AND TOE CLEARANCE. § 19.ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING CREATED BY ADDED KICK PLATES SHALL BE CAPPED. §11B-404.2.10 5.ALTERATIONS ARE TECHNICALLY INFEASIBLE WHEN THEY HAVE LITTLE LIKELIHOOD 11B-304.3.1 41. HIGH SIDE REACH SHALL BE 48 INCHES MAXIMUM AND THE LOW SIDE REACH SHALL BE COMPONENTS: WALKING SURFACES WITH A RUNNING SLOPE NOT STEEPER THAN 1:20 OF BEING ACCOMPLISHED BECAUSE THE EXISTING STRUCTURAL CONDITIONS REQUIRE 15 INCHES MINIMUM ABOVE THE FINISH FLOOR WHERE THE SIDE REACH IS UNOBSTRUCTED (5/°), DOORWAYS, RAMPS, CURB RAMPS EXCLUDING THE FLARED SIDES, ELEVATORS, 49. DOORS, GATES, AND SIDE LIGHTS ADJACENT TO DOORS OR GATES, CONTAINING o THE REMOVAL OR ALTERATION OF ALOAD-BEARING MEMBER THAT IS AN ESSENTIAL 10. T-SHAPED TURNING SPACES SHALL BE A T-SHAPED SPACE WITHIN A 60 INCH SQUARE OR THE DEPTH OF ANY OBSTRUCTION DOES NOT EXCEED 10 INCHES. §11B-308.3.1, FIGURE AND PLATFORM LIFTS. §11B-402.2 ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL a PART OF THE STRUCTURAL FRAME, OR BECAUSE OTHER EXISTING PHYSICAL OR SITE MINIMUM WITH ARMS AND BASE 36 INCHES WIDE MINIMUM. EACH ARM OF THE T SHALL BE CLEAR 11B-308.3.1 HAVE THE BOTTOM OF AT LEAST ONE GLAZED PANEL LOCATED 43 INCHES MAXIMUM Q OF OBSTRUCTIONS 12 INCHES MINIMUM IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF 20. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20 ABOVE THE FINISH FLOOR. §11B-404.2.11 a CONSTRAINTS PROHIBIT MODIFICATION OR ADDITION OF ELEMENTS, SPACES, OR OBSTRUCTIONS 24 INCHES MINIMUM. §11B-304.3.2 FIGURE 11B-304.3.2 42. HIGH SIDE REACH SHALL BE 46 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR (5%). THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48 aZ FEATURES THAT ARE IN FULL AND STRICT COMPLIANCE WITH THE MINIMUM GROUND WHERE THE HIGH SIDE REACH IS OVER AN OBSTRUCTION MORE THAN 10 INCHES (2.083%). §11B-403.3 50. FULL-POWERED AUTOMATIC DOORS SHALL COMPLY WITH ANSI/BHMA A156.10. z o REQUIREMENTS FOR NEW CONSTRUCTION AND WHICH ARE NECESSARY TO PROVIDE 11.T-SHAPED TURNING SPACES MAY INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH BUT NOT MORE THAN 24 INCHES IN DEPTH. §11B-308.3.2, FIGURE 11B-308.3.2 LOW-ENERGY AND POWER-ASSISTED DOORS SHALL COMPLY WITH ANSI/BHMA o~ ACCESSIBILITY. §11B-202 a W 11 B-306 KNEE AND TOE CLEARANCE ONLY AT THE END OF EITHER THE BASE OR ONE ARM. §11 B- 21. EXCEPT AT TURNS OR PASSING SPACES, THE CLEAR WIDTH OF WALKING SURFACES A156.19.AUTOMATIC DOORS AND AUTOMATIC GATES SHALL COMPLY WITH THE 0 o 304.3.2 43. OBSTRUCTIONS FOR HIGH SIDE REACH SHALL NOT EXCEED 34 INCHES IN HEIGHT AND SHALL BE 36 INCHES MINIMUM. §11B-403.5.1 FOLLOWING: §11B-404.3 0= 6. EQUIVALENT FACILITATION EXISTS WHEN DESIGNS, PRODUCTS, OR TECHNOLOGIES, Z a 24 INCHES IN DEPTH. §11B-308.3.2, FIGURE 11B-308.3.2 AS ALTERNATIVES TO THOSE PRESCRIBED, RESULT IN SUBSTANTIALLY EQUIVALENT OR °Z CLEAR FLOOR OR GROUND SPACE 22. THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32 INCHES MINIMUM a. DOORWAYS SHALL PROVIDE A CLEAR OPENING OF 32 INCHES MINIMUM IN POWER- a- GREATER ACCESSIBILITY AND USABILITY. 0 §11B-202 44. OBSTRUCTED HIGH SIDE REACH FOR THE TOP OF WASHING MACHINES AND CLOTHES FOR A LENGTH OF 24 INCHES MAXIMUM PROVIDED THAT REDUCED WIDTH SEGMENTS ON AND POWER-OFF MODE. THE MINIMUM CLEAR WIDTH FOR AUTOMATIC DOOR 12. CLEAR FLOOR OR GROUND SPACES SHALL MEET THE REQUIREMENTS OF 11B-302 FLOOR OR DRYERS SHALL BE PERMITTED TO BE 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR. §11B- ARE SEPARATED BY SEGMENTS THAT ARE 48 INCHES LONG MINIMUM AND 36 INCHES SYSTEMS IN A DOORWAY SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING OF 32 D.6 GROUND SURFACES AND SHALL NOT HAVE CHANGES IN LEVEL EXCEPT FOR SLOPES NOT 308.3.2 WIDE MINIMUM. §11B-403.5.1 EXCEPTION 1 INCHES WITH ONE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED 7 Z� 7. ALTERATIONS SHALL NOT DECREASE OR HAVE THE EFFECT OF DECREASING THE STEEPER THAN 1:48(2.083%). §11B-305 POSITION. §116-404.3.1 OQ Z ACCESSIBILITY OF A BUILDING OR FACILITY BELOW THE REQUIREMENTS FOR NEW 45. OBSTRUCTED HIGH SIDE REACH FOR THE OPERABLE PARTS OF FUEL DISPENSERS 23. THE CLEAR WIDTH FOR WALKING SURFACES IN CORRIDORS SERVING AN OCCUPANT W Z CONSTRUCTION AT THE TIME OF THE ALTERATION. §11B-202.3.1 13. CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES MINIMUM BY 48 INCHES MINIMUM. § SHALL BE PERMITTED TO BE 54 INCHES MAXIMUM MEASURED FROM THE SURFACE OF THE LOAD OF 10 OR MORE SHALL BE 44 INCHES MINIMUM. §11B-403.5.1 EXCEPTION 2 � w> co 11B-305.3 FIGURE 11B-305.3 VEHICULAR WAY WHERE FUEL DISPENSERS ARE INSTALLED ON EXISTING CURBS. §11B- b. CLEARANCES AT POWER-ASSISTED DOORS AND GATES SHALL COMPLY WITH 11B- 0 Z 8. IF ALTERATIONS OF SINGLE ELEMENTS, WHEN CONSIDERED TOGETHER,AMOUNT TO 308.3.2 24. THE CLEAR WIDTH FOR SIDEWALKS AND WALKS SHALL BE 48 INCHES MINIMUM. §11B- 404.2.4 MANEUVERING CLEARANCES. CLEARANCES AT AUTOMATIC DOORS AND GATES �� AN ALTERATION OF A ROOM OR SPACE IN A BUILDING OR FACILITY, THE ENTIRE ROOM 14. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN AN OPERABLE PARTS 403.5.1 EXCEPTION 3 WITHOUT STANDBY POWER AND SERVING AN ACCESSIBLE MEANS OF EGRESS ui �w OR SPACE SHALL BE MADE ACCESSIBLE. §11B-202.3.3 ()of ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. §11B-305.6 SHALL COMPLY WITH 11B-404.2.4 MANEUVERING CLEARANCES. §11B-404.3.2 <r 46. OPERABLE PARTS ON ACCESSIBLE ELEMENTS, ACCESSIBLE ROUTES,AND IN ACCESSIBLE 25. THE CLEAR WIDTH FOR AISLES SHALL BE 36 INCHES MINIMUM IF SERVING ELEMENTS ' 9. WHEN ALTERATIONS OR ADDITIONS ARE MADE TO EXISTING BUILDINGS OR a 15. CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED FOR EITHER FORWARD OR ROOMS AND SPACES SHALL BE PROVIDED A CLEAR FLOOR OR GROUND SPACE ON ONLY ONE SIDE,AND 44 INCHES MINIMUM IF SERVING ELEMENTS ON BOTH SIDES. § c.THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH 11 B- O :5N FACILITIES,AN ACCESSIBLE PATH OF TRAVEL TO THE SPECIFIC AREA OF ALTERATION = PARALLEL APPROACH TO AN ELEMENT UNLESS OTHERWISE SPECIFIED. §11B-305.5 FIGURE 11B- COMPLYING WITH 11B-305 CLEAR FLOOR OR GROUND SPACE AND BE PLACED WITHIN ONE 11B-403.5.1 EXCEPTION 4 404.2.5 THRESHOLDS. §11B-404.3.3 Z0 OR ADDITION SHALL BE PROVIDED UNLESS OTHERWISE EXEMPT. °a 305.5 OR MORE OF THE REACH RANGES SPECIFIED IN 11B-308 REACH RANGES. §11B-309.2 §11 B-202.4 u a 26.WHERE THE ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN ELEMENT d. DOORS IN SERIES AND GATES IN SERIES SHALL COMPLY WITH 11 B-404.2.E DOORS IN I� 16. CLEAR FLOOR OR GROUND SPACE MAY INCLUDE KNEE AND TOE CLEARANCE COMPLYING 47. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE WHICH IS LESS THAN 48 INCHES WIDE, CLEAR WIDTH SHALL BE 42 INCHES MINIMUM SERIES AND GATES IN SERIES. §11B-404.3 0- o2 10. PRIMARY ACCESSIBLE PATH OF TRAVEL SHALL INCLUDE A PRIMARY ENTRANCE TO WITH 11B-306 KNEE AND TOE CLEARANCE UNLESS OTHERWISE SPECIFIED. §11B-305.4 TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. FORCE REQUIRED TO ACTIVATE APPROACHING THE TURN, 48 INCHES MINIMUM AT THE TURN AND 42 INCHES MINIMUM ZZ THE BUILDING OR FACILITY; TOILET AND BATHING FACILITIES SERVING THE AREA; o a OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. §11B-309.4 LEAVING THE TURN. §11B-403.5.2 e. MANUALLY OPERATED CONTROLS SHALL COMPLY WITH 11B-309 OPERABLE PARTS. 10 DRINKING FOUNTAINS SERVING THE AREA; PUBLIC TELEPHONES SERVING THE AREA, 00 17.ALCOVES SHALL BE 36 INCHES WIDE MINIMUM IF THEIR DEPTH EXCEEDS 24 INCHES AND THE CLEAR FLOOR SPACE ADJACENT TO THE CONTROL SHALL BE LOCATED BEYOND D uj AND SIGNS. §11B-202.4 THEY PROVIDE CLEAR FLOOR OR GROUND SPACE FOR A FORWARD APPROACH. §11B-305.7, 48. OPERABLE PARTS OF FUEL DISPENSERS SHALL BE PERMITTED TO BE 54 INCHES MAXIMUM 27. FOR PASSING SPACES, AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 THE ARC OF THE DOOR SWING. §11B-404.3.5 o�� 75 FIGURE 11B-305.7.1 MEASURED FROM THE SURFACE OF THE VEHICULAR WAY WHERE FUEL DISPENSERS ARE INCHES SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET MAXIMUM. wJ 11. WHEN THE ADJUSTED CONSTRUCTION COST IS LESS THAN OR EQUAL TO THE Of o INSTALLED ON EXISTING CURBS. §11B-308.3.2 PASSING SPACES SHALL BE EITHER: A SPACE 60 INCHES MINIMUM BY 60 INCHES f.WHERE DOORS AND GATES WITHOUT STANDBY POWER ARE A PART OF A MEANS OF -Z CURRENT VALUATION THRESHOLD THE COST OF COMPLIANCE WITH THE c° Z� 18.ALCOVES SHALL BE 60 INCHES WIDE MINIMUM IF THEIR DEPTH EXCEEDS 15 INCHES AND MINIMUM OR AN INTERSECTION OF TWO WALKING SURFACES PROVIDING A T-SHAPED EGRESS THE CLEAR BREAK OUT OPENING AT SWINGING OR SLIDING DOORS AND PRIMARY ACCESSIBLE PATH OF TRAVEL REQUIREMENTS IS LIMITED TO 20 PERCENT OF Q a THEY PROVIDE CLEAR FLOOR OR GROUND SPACE FOR A PARALLEL APPROACH. §11B-305.7, 49. CLEATS AND OTHER BOAT SECUREMENT DEVICES SHALL NOT BE REQUIRED TO COMPLY SPACE COMPLYING WITH 11 B-304.3.2 T-SHAPED SPACE WHERE THE BASE AND ARMS OF GATES SHALL BE 32 INCHES MINIMUM WHEN OPERATED IN EMERGENCY MODE. §11 B- o cD THE ADJUSTED CONSTRUCTION COST OF ALTERATIONS, STRUCTURAL REPAIRS OR 0 z ADDITIONS PRESENTLY PLANNED AND THOSE DURING THE PRECEDING THREE-YEAR FIGURE 11B-305.7.2 WITH ONE OR MORE OF THE REACH RANGES SPECIFIED IN SECTION 11 B-308 REACH THE T-SHAPED SPACE EXTEND 48 INCHES MINIMUM BEYOND THE INTERSECTION. §11B- 404.3.6 z 00 RANGES. §11 B r/1-205.1 403.5.3 V J N� PERIOD. §1113-202.4 Er KNEE AND TOE CLEARANCE g. REVOLVING DOORS, REVOLVING GATES, AND TURNSTILES SHALL NOT BE PART W ui o z 50. ELEMENTS THAT ARE EXEMPT FROM ALL REQUIREMENTS FOR OPERABLE PARTS 28.WHERE HANDRAILS ARE PROVIDED ALONG WALKING SURFACES WITH RUNNING OF AN ACCESSIBLE ROUTE. §11B-404.3.7 �0 12. ADJUSTED CONSTRUCTION COST OF ALTERATIONS, STRUCTURAL REPAIRS OR ° � a z 19. FOR LAVATORIES AND BUILT-IN DINING AND WORK SURFACES REQUIRED TO BE REQUIREMENTS INCLUDE ELECTRICAL OR COMMUNICATION RECEPTACLES SERVING A SLOPES NOT STEEPER THAN 1:20 (5/°)THEY SHALL COMPLY WITH HANDRAIL Z fr ADDITIONS DOES NOT INCLUDE THE COST OF ALTERATIONS TO PATH OF TRAVEL ACCESSIBLE, TOE CLEARANCE SHALL BE PROVIDED THAT IS 30 INCHES IN WIDTH AND 9 DEDICATED USE; FLOOR ELECTRICAL RECEPTACLES; HVAC DIFFUSERS, EXERCISE REQUIREMENTS OF 11B-505 HANDRAILS. §11B-403.6 RAMPS 1 .> ELEMENTS. §11B-202.4 O E INCHES IN HEIGHT ABOVE THE FINISH FLOOR OR GROUND FOR A DEPTH OF 19 INCHES MINIMUM. § MACHINES AND EXERCISE EQUIPMENT AND THOSE OPERABLE PARTS INTENDED FOR USE o 13. IN CHOOSING WHICH ACCESSIBLE ELEMENTS TO PROVIDE, PRIORITY SHOULD BE 11B-306.2.1 ONLY BY SERVICE OR MAINTENANCE PERSONNEL. §11B-205.1 29.ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE RESTING AREAS, 5 FEET IN 51. PROVIDE RAMP DETAILS, INCLUDING SLOPE, LANDINGS, AND HANDRAILS. z z zo LENGTH,AT INTERVALS OF 400 FEET MAXIMUM. THE RESTING AREA SHALL BE AT LEAST o U) GIVEN TO THOSE ELEMENTS THAT WILL PROVIDE THE GREATEST ACCESS IN THE U LL 20. FOR ELEMENTS REQUIRED TO PROVIDE TOE CLEARANCE OTHER THAN LAVATORIES AND 51. EXCEPT FOR LIGHT SWITCHES, WHERE REDUNDANT CONTROLS ARE PROVIDED FORA AS WIDE AS THE WALK. THE SLOPE OF THE RESTING AREA IN ALL DIRECTIONS SHALL BE 52. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12 (8.33%). §11B- O (Ifo FOLLOWING ORDER: (1)AN ACCESSIBLE ENTRANCE; (2)AN ACCESSIBLE ROUTE TO THE BUILT-IN DINING AND WORK SURFACES, TOE CLEARANCE SHALL BE PROVIDED THAT IS 30 SINGLE ELEMENT, ONE CONTROL IN EACH SPACE SHALL NOT BE REQUIRED TO COMPLY 1:48 (2.083%) MAXIMUM. §11B-403.7 405.2 _� ALTERED AREA; (3)AT LEAST ONE ACCESSIBLE RESTROOM FOR EACH SEX-1(4) INCHES IN WIDTH AND 9 INCHES IN HEIGHT ABOVE THE FINISH FLOOR OR GROUND FOR A DEPTH WITH SECTION 11B-309 OPERABLE PARTS. §11B-205.1 � 00 ACCESSIBLE TELEPHONES; (5)ACCESSIBLE DRINKING FOUNTAINS; AND (6)WHEN OF 17 INCHES MINIMUM UNDER ELEMENTS REQUIRED TO BE ACCESSIBLE.§11B-306.2.3 DOORS, DOORWAYS AND GATES 53. CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48(2.083%). §11B- coll� w POSSIBLE,ADDITIONAL ACCESSIBLE ELEMENTS SUCH AS PARKING, STORAGE AND L.LI a p ALARMS. §11B-202.4 C.ACCESSIBLE ROUTES 405.3 � �o 21. SPACE EXTENDING GREATER THAN 6 INCHES BEYOND THE AVAILABLE KNEE CLEARANCE WHERE REQUIRED 30. DOORS, DOORWAYS,AND GATES PROVIDING USER PASSAGE SHALL BE PROVIDED M Z 0 Z AT 9 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL NOT BE CONSIDERED TOE IN ACCORDANCE WITH 11B-206.5 DOORS, DOORWAYS,AND GATES. §11B-206.5 54. FLOOR OR GROUND SURFACES OF RAMP RUNS SHALL COMPLY WITH 11B-302 W W oo �° 14. WHEN THE ADJUSTED CONSTRUCTION COST EXCEEDS THE CURRENT VALUATION CLEARANCE. §11B-306.2.4 FLOOR OR GROUND SURFACES. CHANGES IN LEVEL OTHER THAN THE RUNNING SLOPE > � Lo Z a THRESHOLD ($ )AND THE BUILDING OFFICIAL DETERMINES THE COST OF 1. AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM Q o W o 31. EACH ENTRANCE TO A BUILDING OR FACILITY REQUIRED TO COMPLY WITH 11B-206.4 AND CROSS SLOPE ARE NOT PERMITTED ON RAMP RUNS. §11B-405.4 O => COMPLIANCE WITH THE PRIMARY ACCESSIBLE PATH OF TRAVEL REQUIREMENTS IS AN ACCESSIBLE PARKING SPACES AND ACCESSIBLE PASSENGER LOADING ZONES; PUBLIC LU �I UNREASONABLE HARDSHIP, COMPLIANCE SHALL T PROVIDED EITHER BY EQUIVALENT 22.TOE CLEARANCE SHALL EXTEND 19 INCHES MAXIMUM UNDER LAVATORIES FOR TOILET AND STREETS AND SIDEWALKS;AND PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE ENTRANCES SHALL COMPLY WITH 11B-404 DOORS, DOORWAYS,AND GATES. §11B- LL o= BATHING FACILITIES AND 25 INCHES MAXIMUM UNDER OTHER ELEMENTS. §11B-306.2.2 206.5.1 55. THE CLEAR WIDTH OF A RAMP RUN SHALL BE 48 INCHES MINIMUM. §11B-405.5 FACILITATION OR TO THE GREATEST EXTENT POSSIBLE WITHOUT CREATING AN BUILDING OR FACILITY ENTRANCE THEY SERVE. WHERE MORE THAN ONE ROUTE IS O Q U � UNREASONABLE HARDSHIP. §11B-202.4 PROVIDED, ALL ROUTES MUST BE ACCESSIBLE. §11B-206.2.1 (SEE EXCEPTIONS) W H _ .o 23.AT LAVATORIES IN TOILET AND BATHING FACILITIES, KNEE CLEARANCE SHALL BE PROVIDED 32. WITHIN A BUILDING OR FACILITY, EVERY DOOR, DOORWAY OR GATE SERVING ROOMS 56. THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES MAXIMUM. §11B-405.6 Z Z l o 15. WHEN THE ADJUSTED CONSTRUCTION COST EXCEEDS THE CURRENT VALUATION THAT IS 30 INCHES IN WIDTH FOR A DEPTH OF 11 INCHES AT 9 INCHES ABOVE THE FINISH FLOOR AND SPACES COMPLYING WITH THIS CHAPTER SHALL COMPLY WITH 11 B-404 DOORS, U > Q O �� 2.AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, o THRESHOLD ($ )AND THE BUILDING OFFICIAL DETERMINES THE COST OF FULL OR GROUND AND FOR A DEPTH OF 8 INCHES AT 27 INCHES ABOVE THE FINISH FLOOR OR ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES THAT ARE DOORWAYS,AND GATES. §11B-206.5.2 57. RAMPS SHALL HAVE LANDINGS AT THE TOP AND THE BOTTOM OF EACH RAMP RUN. ♦ 1 c Z ?0 COMPLIANCE WITH THE PRIMARY ACCESSIBLE PATH OF TRAVEL REQUIREMENTS IS AN GROUND INCREASING TO 29 INCHES HIGH MINIMUM ABOVE THE FINISH FLOOR OR GROUND AT ON THE SAME SITE. §11B-206.2.2(SEE EXCEPTION) §11B-405.7 v - 0 0Z 00 THE FRONT EDGE OF A COUNTER WITH A BUILT-IN LAVATORY OR AT THE FRONT EDGE OF A WALL- 33. DOORS, DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL co LU ui z UNREASONABLE HARDSHIP, THE COST OF PARTIAL COMPLIANCE MUST EQUAL OR Q � 3.AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT EACH STORY AND MEZZANINE IN MOUNTED LAVATORY FIXTURE. §11B-306.3.3, FIGURE 11B-306.3(C) COMPLY WITH 11B-404 DOORS, DOORWAYS,AND GATES.§11B-404.1 58. LANDINGS SHALL COMPLY WITH 11B-302 FLOOR OR GROUND SURFACES. CHANGESUJ EXCEED 20 PERCENT OF THE ADJUSTED CONSTRUCTION COST OF ALTERATIONS, o 0 STRUCTURAL REPAIRS OR ADDITIONS PRESENTLY PLANNED AND THOSE DURING THE MULTI-STORY BUILDINGS AND FACILITIES. §11B-206.2.3(SEE EXCEPTIONS) 34. MANUAL DOORS AND DOORWAYS AND MANUAL GATES INTENDED FOR USER IN LEVEL ARE NOT PERMITTED. §11B-405.7.1 0�0 24.AT DINING AND WORK SURFACES REQUIRED TO BE ACCESSIBLE, KNEE CLEARANCE SHALL PASSAGE SHALL COMPLY WITH 11 B-404.2 MANUAL DOORS, DOORWAYS, AND MANUAL w� PRECEDING THREE YEAR PERIOD. BE PROVIDED THAT IS 30 INCHES IN WIDTH AT 27 INCHES ABOVE THE FINISH FLOOR OR GROUND GATES. §11B-404.2 59. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP a Z §11B-202.4 4. IN ALTERATIONS AND ADDITIONS, WHERE AN ESCALATOR OR STAIR IS PROVIDED Ln0 FOR A DEPTH OF AT LEAST 19 INCHES. §11B-306.3 WHERE NONE EXISTED PREVIOUSLY AND MAJOR STRUCTURAL MODIFICATIONS ARE RUN LEADING TO THE LANDING. §11B-405.7.2 ISSUED FOR: DATE: (n Z NECESSARY FOR THE INSTALLATION,AN ACCESSIBLE ROUTE SHALL BE PROVIDED 35. REVOLVING DOORS, REVOLVING GATES, AND TURNSTILES SHALL NOT BE PART OF 60. TOP LANDINGS SHALL BE 60 INCHES WIDE MINIMUM. §11B-405.7.2.1 of° 16. WHEN THE ADJUSTED CONSTRUCTION COST EXCEEDS THE CURRENT VALUATION o THRESHOLD ($ )AND THE BUILDING OFFICIAL DETERMINES THE COST OF FULL 25. FOR ELEMENTS REQUIRED TO PROVIDE KNEE CLEARANCE EXCEPT LAVATORIES IN TOILET BETWEEN THE LEVELS SERVED BY THE ESCALATOR OR STAIR. §11B-206.2.3.1 (SEE AN ACCESSIBLE ROUTE. §11B-402.2.1 SUBMITTAL SET 02.04.2014 AND BATHING FACILITIES AND DINING AND WORK SURFACES, KNEE CLEARANCE SHALL BE EXCEPTIONS 36.AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL 61. THE LANDING CLEAR LENGTH SHALL BE 60 INCHES LONG MINIMUM. §11B-405.7.3 a° COMPLIANCE WITH THE PRIMARY ACCESSIBLE PATH OF TRAVEL REQUIREMENTS IS AN ) Z 2 PROVIDED THAT IS 30 INCHES IN WIDTH FOR A DEPTH OF 11 INCHES AT 9 INCHES ABOVE THE COMPLY WITH 11 B-404.2.3 CLEAR WIDTH AND 11 B-404.2.4 MANEUVERING CLEARANCES. § UNREASONABLE HARDSHIP, THE BUILDING OFFICIAL'S FINDINGS AND DETERMINATION OF il�z UNREASONABLE HARDSHIP MUST BE RATIFIED BY AN APPEALS PROCESS. 11B-202.4 FINISH FLOOR OR GROUND AND FOR A DEPTH OF 8 INCHES AT 27 INCHES ABOVE THE FINISH 5. IN NEW CONSTRUCTION OF BUILDINGS WHERE ELEVATORS ARE REQUIRED BY 11B- 11B-404.2.2 62. BOTTOM LANDINGS SHALL EXTEND 72 INCHES MINIMUM IN THE DIRECTION OF RAMP a0 § FLOOR OR GROUND. §11B-306.3, FIGURE 11B-306.3(A) 206.2.3 MULTI-STORY BUILDINGS AND FACILITIES, AND WHICH EXCEED 10,000 SQUARE RUN. §11B-405.7.3.1 a FEET ON ANY FLOOR, AN ACCESSIBLE MEANS OF VERTICAL ACCESS VIA RAMP, 37. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES MINIMUM. CLEAR o= 17. UNREASONABLE HARDSHIP EXISTS WHEN THE SPECIFIC WORK OF THE PROJECT �W 26. EXCEPT FOR DINING AND WORK SURFACES, KNEE CLEARANCE MAY REDUCE AT A RATE OF ELEVATOR OR LIFT SHALL BE PROVIDED WITHIN 200 FEET OF TRAVEL OF EACH STAIR OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE 63. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A Z). AFFECTED BY THE BUILDING STANDARD IS INFEASIBLE BASED ON THE COST OF PROVIDING ACCESS, COST OF CONSTRUCTION CONTEMPLATED, IMPACT OF PROPOSED 1 INCH IN DEPTH FOR EACH 6 INCHES BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FINISH AND EACH ESCALATOR. §11B-206.2.3.2 FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS CLEAR LANDING 60 INCHES MINIMUM BY 72 INCHES MINIMUM IN THE DIRECTION OF 2E a FLOOR OR GROUND. §11B-306.3.4, FIGURE 11B-306.3 MORE THAN 24 INCHES DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES MINIMUM. DOWNWARD TRAVEL FROM THE UPPER RAMP RUN. §11B-405.7.4 REVISIONS: ocn IMPROVEMENTS ON FINANCIAL FEASIBILITY OF THE PROJECT, NATURE OF THE THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER NO DESCRIPTION DATE ISSUED 0 0. ACCESSIBILITY WHICH WOULD BE GAINED OR LOST, NATURE OF THE USE OF THE 6. IN EXISTING BUILDINGS THAT EXCEED 10,000 SQUARE FEET ON ANY FLOOR AND IN w a 27. KNEE CLEARANCE SHALL EXTEND 25 INCHES MAXIMUM UNDER AN ELEMENT AT 9 INCHES �/�/HICH ELEVATORS ARE REQUIRED BY 11 B-206.2.3 MULTI-STORY BUILDINGS AND THAN 34 INCHES ABOVE THE FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR 64. WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING 0 FACILITY UNDER CONSTRUCTION AND ITS AVAILABILITY TO PERSONS WITH DISABILITIES. o D ABOVE THE FINISH FLOOR OR GROUND. §11B-306.3.2 OPENING WIDTH BETWEEN 34 INCHES AND 80 INCHES ABOVE THE FINISH FLOOR OR CLEARANCES REQUIRED BY 11 B-404.2.4 AND 11 B-404.3.2 SHALL BE PERMITTED TO �m §11B-202 PROTRUDING OBJECTS FACILITIES,WHENEVER A NEWLY CONSTRUCTED MEANS OF VERTICAL ACCESS IS GROUND SHALL NOT EXCEED 4 INCHES. 11B-404.2.3 OVERLAP THE REQUIRED LANDING AREA. DOORS, WHEN FULLY OPEN, SHALL NOT 1 PLANCHECK 04.11.2014 =� PROVIDED VIA STAIRS OR AN ESCALATOR, AN ACCESSIBLE MEANS OF VERTICAL § COMMENTS ACCESS VIA RAMP, ELEVATOR OR LIFT SHALL BE PROVIDED WITHIN 200 FEET OF TRAVEL REDUCE THE REQUIRED RAMP LANDING WIDTH BY MORE THAN 3 INCHES. DOORS, IN Z o 18. ALTERATIONS TO A QUALIFIED HISTORIC BUILDING OR FACILITY SHALL COMPLY WITH o w CHAPTER 1 1 B UNLESS IT WILL THREATEN OR DESTROY THE HISTORICAL SIGNIFICANCE 28. EXCEPT FOR HANDRAILS, OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND LESS OF EACH NEW STAIR OR ESCALATOR. §1 1 B-206.2.3.2 38. MINIMUM MANEUVERING CLEARANCES AT DOORS AND GATES SHALL COMPLY WITH ANY POSITION, SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP LANDING o� OR CHARACTER-DEFINING FEATURES OF THE BUILDING OR PROPERTY. IN THOSE CASES, THAN 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE NO MORE THAN 4 11B-404.2.4 MANEUVERING CLEARANCES. MANEUVERING CLEARANCES SHALL EXTEND TO LESS THAN 42 INCHES. §11B-405.7.5 Lj ALTERNATIVE PROVISIONS SHALL BE APPLIED ON AN ITEM-BY-ITEM OR CASE-BY-CASE INCHES HORIZONTALLY INTO THE CIRCULATION PATH. HANDRAILS MAY PROTRUDE 4/2 INCHES 7. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING OR THE FULL WIDTH OF THE DOORWAY AND THE REQUIRED LATCH SIDE OR HINGE SIDE BASIS WITH SUFFICIENT WRITTEN DOCUMENTATION. §11B-202.5, SHBC 8-602 , FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE B- o MAXIMUM. §11B-307.2 FIGURE 11B-307.2 CLEARANCE. §11B-404.2.4 65. RAMP RUNS SHALL HAVE COMPLIANT HANDRAILS PER 11B-505 HANDRAILS. §11 � BUILDING OR FACILITY, INCLUDING MEZZANINES, WHICH ARE OTHERWISE CONNECTED BY 405.8 0 "'3:29. FREE-STANDING OBJECTS MOUNTED ON POSTS OR PYLONS SHALL OVERHANG CIRCULATION 39. SWINGING DOORS AND GATES SHALL HAVE MANEUVERING CLEARANCES 19. PUBLIC ACCOMMODATIONS SHALL MAINTAIN IN OPERABLE WORKING CONDITION A CIRCULATION PATH. §11B-206.2.4(SEE EXCEPTIONS) > PATHS NO MORE THAN 12 INCHES WHEN LOCATED FROM 27 TO 80 INCHES ABOVE THE FINISH COMPLYING WITH TABLE 11B-404.2.4.1. §11B-404.2.4.1 66. EDGE PROTECTION COMPLYING WITH 11B-405.9.2 CURB OR BARRIER SHALL BE �� THOSE FEATURES OF FACILITIES AND EQUIPMENT THAT ARE REQUIRED TO BE Ir> FLOOR OR GROUND. §11B-307.3, FIGURE 11B-307.3(A) 8.ACCESSIBLE ROUTES SHALL COINCIDE WITH OR BE LOCATED IN THE SAME AREA AS PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. § o� ACCESSIBLE TO AND USEABLE BY PERSONS WITH DISABILITIES. ISOLATED OR 3:W TEMPORARY INTERRUPTIONS IN SERVICE OR ACCESSIBILITY DUE TO MAINTENANCE OR GENERAL CIRCULATION PATHS. WHERE CIRCULATION PATHS ARE INTERIOR, REQUIRED 40. DOORWAYS LESS THAN 36 INCHES WIDE WITHOUT DOORS OR GATES, SLIDING 11B-405.9(SEE EXCEPTIONS) =0 REPAIRS SHALL BE PERMITTED. §1113-108 30. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ACCESSIBLE ROUTES SHALL ALSO BE INTERIOR;AN ACCESSIBLE ROUTE SHALL NOT DOORS, OR FOLDING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING 10 ROUTES. §11B-307.5 PASS THROUGH KITCHENS, STORAGE ROOMS, RESTROOMS, CLOSETS OR OTHER WITH TABLE 1 1 B-404.2.4.2. §1 1 B-404.2.4.2 67.A CURB, 2 INCHES HIGH MINIMUM, OR BARRIER SHALL BE PROVIDED THAT 20. WHERE THE REQUIRED NUMBER OF ELEMENTS OR FACILITIES TO BE PROVIDED IS SPACES USED FOR SIMILAR PURPOSES, EXCEPT AS PERMITTED BY CHAPTER 10. §1113- PREVENTS THE PASSAGE OF A 4 INCH DIAMETER SPHERE, WHERE ANY PORTION OF DETERMINED BY CALCULATIONS OF RATIOS OR PERCENTAGES AND REMAINDERS OR 31. LOWEST EDGE OF A SIGN OR OTHER OBSTRUCTION, WHEN MOUNTED BETWEEN POSTS OR 206.3 41. MANEUVERING CLEARANCES FOR FORWARD APPROACH SHALL BE PROVIDED WHEN THE SPHERE IS WITHIN 4 INCHES OF THE FINISH FLOOR OR GROUND SURFACE. TO FRACTIONS RESULT, THE NEXT GREATER WHOLE NUMBER OF SUCH ELEMENTS OR PYLONS SEPARATED WITH A CLEAR DISTANCE GREATER THAN 12 INCHES, SHALL BE LESS ANY OBSTRUCTION WITHIN 18 INCHES OF THE LATCH SIDE AN INTERIOR DOORWAY, OR PREVENT WHEEL ENTRAPMENT, THE CURB OR BARRIER SHALL PROVIDE A FACILITIES SHALL BE PROVIDED. 11B-104.2 THAN 27 INCHES OR MORE THAN 80 INCHES ABOVE THE FINISH FLOOR OR GROUND. §11B-307.3, 9. SECURITY BARRIERS, INCLUDING BUT NOT LIMITED TO, SECURITY BOLLARDS AND WITHIN 24 INCHES OF THE LATCH SIDE OF AN EXTERIOR DOORWAY, PROJECTS MORE CONTINUOUS AND UNINTERRUPTED BARRIER ALONG THE LENGTH OF THE RAMP. §11B- § FIGURE 11B-307.3(B) SECURITY CHECK POINTS, SHALL NOT OBSTRUCT A REQUIRED ACCESSIBLE ROUTE OR THAN 8 INCHES BEYOND THE FACE OF THE DOOR, MEASURED PERPENDICULAR TO THE 405.9.2 21. WHERE THE DETERMINATION OF THE REQUIRED SIZE OR DIMENSION OF AN ELEMENT ACCESSIBLE MEANS OF EGRESS. §11B-206.8(SEE EXCEPTION) FACE OF THE DOOR OR GATE. §1 1 B-404.2.4.3 OR FACILITY INVOLVES RATIOS OR PERCENTAGES, ROUNDING DOWN FOR VALUES LESS 32. EDGE OF SIGNS OR OTHER OBJECTS, WHEN MOUNTED ON POSTS OR PYLONS WITH THEIR 68. LANDINGS SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT THE BOTTOM EDGES LESS THAN 80 INCHES ABOVE THE FLOOR OR GROUND SURFACE, SHALL BE 10. COMMON USE CIRCULATION PATHS WITHIN EMPLOYEE WORK AREAS SHALL COMPLY 42. FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING CLEARANCES SHALL ACCUMULATION OF WATER. §11B-405.10 THAN ONE HALF SHALL BE PERMITTED. §1113-104.2 ROUNDED OR EASED AND THE CORNERS SHALL HAVE A MINIMUM RADIUS OF A. INCH. §1113- WITH 11 B-402 ACCESSIBLE ROUTES. §11B-206.2.8(SEE EXCEPTIONS) COMPLY WITH11 B-302 FLOOR OR GROUND SURFACES. CHANGES IN LEVEL ARE NOT A2 307.3.1 PERMITTED AT DOOR LANDINGS. §11B-404.2.4.4 ACCESSIBILITY NOTES PRINTED: 7/15/2014 2:03:06 PM BID SET 0701502014 CURB RAMPS, BLENDED TRANSITIONS AND ISLANDS 99. ELEVATOR DOORS SHALL BE THE HORIZONTAL SLIDING TYPE. CAR GATES SHALL BE PROHIBITED. §11B-407.3.1 119. CONTROLS FOR PLATFORM LIFTS SHALL COMPLY WITH 1113-309 OPERABLE PARTS. §11B-410.5 7. DIMENSION MINIMUM 12 FOOT WIDE ACCESSIBLE VAN PARKING SPACE WITH MINIMUM 5 FOOT WIDE 69. PROVIDE CURB RAMP DETAILS INCLUDING DIMENSIONS, SLOPES,AND DETECTABLE WARNINGS. ACCESS AISLE. VAN PARKING SPACES SHALL BE PERMITTED TO BE MINIMUM 9 FEET WIDE WHERE 100. ELEVATOR HOISTWAY AND CAR DOORS SHALL OPEN AND CLOSE AUTOMATICALLY. §11B-407.3.2(SEE 120. PLATFORM LIFTS SHALL HAVE LOW-ENERGY POWER-OPERATED DOORS OR GATES COMPLYING WITH 11 B- ACCESS AISLE IS 8 FOOT WIDE MINIMUM. §11B-502.2, FIGURES 1113-502.2 AND 1113-502.3 70. PERPENDICULAR RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12 (8.33%). §1113- EXCEPTION) 404.3 AUTOMATIC AND POWER-ASSISTED DOORS AND GATES. DOORS SHALL REMAIN OPEN FOR 20 SECONDS 406.2.1 MINIMUM. END DOORS AND GATES SHALL PROVIDE A CLEAR WIDTH 32 INCHES MINIMUM. SIDE DOORS AND 8. CAR AND VAN STALL ACCESS AISLE SHALL BE 5 FOOT WIDE MINIMUM AND SHALL ADJOIN AN ACCESSIBLE 101. THE WIDTH OF ELEVATOR DOORS SHALL COMPLY WITH TABLE 11B-407.4.1. §11B-407.3.E(SEE EXCEPTION) GATES SHALL PROVIDE A CLEAR WIDTH 42 INCHES MINIMUM. §11B-410.6, FIGURE 1113-410.6(SEE EXCEPTION) ROUTE. TWO PARKING SPACES SHALL BE PERMITTED TO SHARE A COMMON ACCESS AISLE. §11B-502.3, 71. FOR PERPENDICULAR RAMPS, WHERE PROVIDED, CURB RAMP FLARES SHALL NOT BE STEEPER THAN FIGURES 11B-502.2 AND 11B-502.3 1:10. §11B-406.2, FIGURE 11B-406.2.2 102. INSIDE DIMENSIONS OF ELEVATOR CARS AND CLEAR WIDTH OF ELEVATOR DOORS SHALL COMPLY WITH 121. THE MINIMUM SIZE OF LANDINGS AT PLATFORM LIFTS SHALL BE 60 INCHES BY 60 INCHES. §11B-410.7 TABLE 11B-407.4.1. §11B-407.4.1 (SEE EXCEPTION) 9. ACCESS AISLES SHALL EXTEND THE FULL REQUIRED LENGTH OF THE PARKING SPACES THEY SERVE. § 72. THE RUNNING SLOPE OF THE CURB RAMP SEGMENTS SHALL BE IN-LINE WITH THE DIRECTION OF 122.A SIGN COMPLYING WITH 11B-703.5 VISUAL CHARACTERS SHALL BE POSTED IN A CONSPICUOUS PLACE AT 11B-502.3.2&FIG. 11B-502.3 SIDEWALK TRAVEL. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12 (8.33%). §11 B- 103. FLOOR SURFACES IN ELEVATOR CARS SHALL COMPLY WITH 11B-302 FLOOR OR GROUND SURFACES AND 11 B- EACH LANDING AND WITHIN THE PLATFORM ENCLOSURE STATING "NO FREIGHT"AND INCLUDE THE 406.3.1, FIGURE 1113-406.3.2 303 CHANGES IN LEVEL. §11B-407.4.2 INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH 11B-703.7.2.1 INTERNATIONAL SYMBOL OF 10. ACCESS AISLES SHALL BE MARKED WITH A BLUE PAINTED BORDERLINE AROUND THEIR PERIMETER. ACCESSIBILITY. §11B-410.8 THE AREA WITHIN THE BLUE BORDERLINES SHALL BE MARKED WITH HATCHED LINES A MAXIMUM OF 36 73. A TURNING SPACE 48 INCHES MINIMUM BY 48 INCHES MINIMUM SHALL BE PROVIDED AT THE BOTTOM OF 104. THE CLEARANCE BETWEEN THE CAR PLATFORM SILL AND THE EDGE OF ANY HOISTWAY LANDING SHALL BE INCHES ON CENTER IN A COLOR CONTRASTING WITH THAT OF THE AISLE SURFACE, PREFERABLY BLUE THE CURB RAMP. THE SLOPE OF THE TURNING SPACE IN ALL DIRECTIONS SHALL BE 1:48 MAXIMUM (2.083%). § 1'/4 INCH MAXIMUM. §11B-407.4.3 DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE OR WHITE. THE WORDS"NO PARKING" SHALL BE PAINTED ON THE SURFACE WITHIN EACH ACCESS AISLE 11B-406.3.2 IN WHITE LETTERS A MINIMUM OF 12 INCHES IN HEIGHT AND LOCATED TO BE VISIBLE FROM THE ADJACENT S I MON GLOVER INC. 105. ELEVATOR CAR CONTROLS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES SPECIFIED IN 11 B-308 123. CURB RAMPS SHALL HAVE DETECTABLE WARNINGS THAT EXTEND 36 INCHES IN THE DIRECTION OF VEHICULAR WAY.ACCESS AISLE MARKINGS MAY EXTEND BEYOND THE MINIMUM REQUIRED LENGTH. §11B- 74. BLENDED TRANSITION RAMPS HALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:20 (5%). §11B-406.4.1 REACH RANGES. §11B-407.4.6, SEE EXCEPTIONS AS APPLICABLE. TRAVEL FOR THE FULL WIDTH OF THE RAMP RUN EXCLUDING ANY FLARED SIDES. §11B-247.1.2.2, §11B-705.1.2.2 502.3.3, FIGURE 1113-502.3.3 3293 PACIFIC AVENUE 75. CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT THEY DO NOT 106. CAR CONTROL BUTTONS WITH FLOOR DESIGNATIONS SHALL COMPLY WITH THE FOLLOWING: 124. ON PERPENDICULAR CURB RAMPS, DETECTABLE WARNINGS SHALL BE LOCATED SO THE EDGE NEAREST 11.ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL BE PERMITTED TO LONG BEACH, CA 90807 PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES, OR PARKING ACCESS AISLES. CURB RAMPS THE CURB IS 6 TO 8 INCHES FROM THE LINE AT THE FACE OF THE CURB MARKING THE TRANSITION BETWEEN BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPT FOR VAN PARKING SPACES WHICH SHALL AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED a. BUTTONS SHALL HAVE SQUARE SHOULDERS, BE 3/4 INCH MINIMUM IN THEIR SMALLEST DIMENSION AND BE THE CURB AND THE GUTTER, STREET OR HIGHWAY. §11B-247.1.2.2, §11B-705.1.2.2 HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE PARKING SPACES. §11B-502.3.4 PH: 562.279.0050 SIDES. §11B-406.5.1 RAISED 1/8 INCH PLUS OR MINUS 1/32 INCH ABOVE THE SURROUNDING SURFACE. §11B-407.4.6.2.1 © 2005 SIMONGLOVER INC. ALL 125. ON PARALLEL CURB RAMPS, DETECTABLE WARNINGS SHALL BE PLACED ON THE TURNING SPACE AT THE 12. PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL COMPLY WITH SECTION 11 B-302 FLOOR RIGHTS RESERVED 76. THE CLEAR WIDTH OF CURB RAMP RUNS (EXCLUDING ANY FLARED SIDES), BLENDED TRANSITIONS, AND b. BUTTONS SHALL BE ARRANGED WITH NUMBERS IN ASCENDING ORDER. WHEN TWO OR MORE COLUMNS OF FLUSH TRANSITION BETWEEN THE STREET AND SIDEWALK. §11B-247.1.2.2, §11B-705.1.2.2, FIGURE 1113-406.3.2 OR GROUND SURFACES. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY TURNING SPACES SHALL BE 48 INCHES MINIMUM. §11B-406.5.2 BUTTONS ARE PROVIDED THEY SHALL READ FROM LEFT TO RIGHT. §11B-407.4.6.2.2 SERVE. CHANGES IN LEVEL ARE NOT PERMITTED. §1113-502.4 126. ISLANDS OR CUT-THROUGH MEDIANS 96 INCHES OR LONGER IN LENGTH IN THE DIRECTION OF 77. LANDINGS SHALL BE PROVIDED AT THE TOPS OF CURB RAMPS AND BLENDED TRANSITIONS (PARALLEL c. CAR CONTROL BUTTONS SHALL BE ILLUMINATED. §11B-407.4.6.2.3 PEDESTRIAN TRAVEL SHALL HAVE DETECTABLE WARNINGS THAT ARE 36 INCHES MINIMUM IN DEPTH 13. CLEARLY SHOW MINIMUM VERTICAL CLEARANCE OF 8 FEET 2 INCHES AT ACCESSIBLE PARKING CURB RAMPS SHALL NOT BE REQUIRED TO COMPLY). THE LANDING CLEAR LENGTH SHALL BE 48 INCHES EXTENDING THE FULL WIDTH OF THE PEDESTRIAN PATH OR CUT-THROUGH, PLACED AT THE EDGES OF THE SPACES AND ALONG AT LEAST ONE VEHICLE ACCESS ROUTE TO SUCH SPACES FROM SITE ENTRANCES MINIMUM. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING ANY d. CAR CONTROL BUTTONS SHALL BE ACTIVATED BY A MECHANICAL MOTION THAT IS DETECTABLE. §1113- PEDESTRIAN ISLAND OR CUT-THROUGH MEDIAN,AND SEPARATED BY 24 INCHES MINIMUM OF WALKING AND EXITS. §11B-502.5 SIGNAGE FLARED SIDES, OR THE BLENDED TRANSITION LEADING TO THE LANDING.THE SLOPE OF THE LANDING IN 407.4.6.2.4 SURFACE WITHOUT DETECTABLE WARNINGS.§11B-247.1.2.3,§11B-705.1.2.3 ARC, , ALL DIRECTIONS SHALL BE 1:48 (2.083%) MAXIMUM. §11B-406.5.3 14. PARKING SPACE IDENTIFICATION SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF !� 107. EMERGENCY CONTROL BUTTONS SHALL HAVE THEIR CENTERLINES 35 INCHES MINIMUM ABOVE THE FINISH 127. ISLANDS OR CUT-THROUGH MEDIANS THAT ARE LESS THAN 96 INCHES IN LENGTH IN THE DIRECTION OF ACCESSIBILITY(ISA)COMPLYING WITH SECTION 11 B-703.7.2.1 ISA. §11B-502.6, FIGURE 11B-703.7.2.1 78. FLOOR OR GROUND SURFACES OF CURB RAMPS AND BLENDED TRANSITIONS SHALL COMPLY WITH 11 B- FLOOR. §11B-407.4.6.4.1 PEDESTRIAN TRAVEL SHALL HAVE DETECTABLE WARNINGS THAT ARE 24 INCHES MINIMUM IN DEPTH v �P /1/0� 6 405.4 FLOOR OR GROUND SURFACES. §11B-406.5.4 EXTENDING THE FULL WIDTH OF THE PEDESTRIAN PATH OR CUT-THROUGH, PLACED AT THE EDGES OF THE 15. SIGNS IDENTIFYING VAN PARKING SPACES SHALL CONTAIN ADDITIONAL LANGUAGE OR AN ADDITIONAL C-29326 O 108. EMERGENCY CONTROLS, INCLUDING THE EMERGENCY ALARM, SHALL BE GROUPED AT THE BOTTOM OF THE PEDESTRIAN ISLAND OR CUT-THROUGH MEDIAN,AND SEPARATED BY 24 INCHES MINIMUM OF WALKING SIGN WITH THE DESIGNATION "VAN ACCESSIBLE."SIGNS SHALL BE 60 INCHES MINIMUM ABOVE THE FINISH 79. CURB RAMPS AND BLENDED TRANSITIONS SHALL COMPLY WITH 11B-405.10 WET CONDITIONS. §1113- PANEL. §11B-407.4.6.4.2 SURFACE WITHOUT DETECTABLE WARNINGS.§11B-247.1.2.3,§11B-705.1.2.3 FLOOR OR GROUND SURFACE MEASURED TO THE BOTTOM OF THE SIGN. §11B-502.6 Cn 10/31/15 406.5.5 ,A RENEWAL DATE 109. CAR CONTROL BUTTONS SHALL COMPLY WITH THE FOLLOWING: 128.WALKS THAT CROSS OR ADJOIN A ROUTE PROVIDED FOR VEHICULAR TRAFFIC, SUCH AS IN A STREET, 16. PARKING IDENTIFICATION SIGNS SHALL BE REFLECTORIZED WITH A MINIMUM AREA OF 70 SQUARE 80. GRADE BREAKS AT THE TOP AND BOTTOM OF CURB RAMP RUNS SHALL BE PERPENDICULAR TO THE DRIVEWAY, OR PARKING FACILITY, SHALL BE SEPARATED BY DETECTABLE WARNINGS, CURBS, RAILINGS OR INCHES. §11B-502.6.1 �� ODIRECTI � RUNS ANOD TOF THE RAMP RUN. GRADE BREAKS SHALL NOT BE PERMITTED URNING SPACES. SURFACE S SLOPES THAT MEET AT GRADE BREON THE AKS SHALLRFACE BE FLUOF RAMP a.SH. §11 B- BACONTROL BUTTONS SHALL BE KGROUND COMPLYING WITH 11B 7IFIED BY 03.2 RAISEDSED CHARACTERS OR CHARACTERS AND BRAILLE OLS,WHITE ON A COMPLYING WITH 11BCK OTHER 03.3 705.1.2.5 CEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS. §202, §11B-247.1.2.5, §11B- 17. ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN BELOW THE INTERNATIONAL SYMBOL OF OF C A�-�� 406.5.6 BRAILLE. §11B-407.4.7.1.1 ACCESSIBILITY SHALL STATE"MINIMUM FINE$250."§11B-502.6.2 129. DETECTABLE WARNINGS PROVIDED TO SEPARATE WALKS THAT CROSS OR ADJOIN A ROUTE PROVIDED 81. THE CROSS SLOPE OF CURB RAMPS AND BLENDED TRANSITIONS SHALL BE 1:48 (2.083%) MAXIMUM. §1113- b. RAISED CHARACTERS OR SYMBOLS AND BRAILLE DESIGNATIONS SHALL BE PLACED IMMEDIATELY TO THE LEFT FOR VEHICULAR TRAFFIC, SUCH AS IN A STREET, DRIVEWAY, OR PARKING FACILITY, SHALL BE 36 INCHES IN 18. A PARKING SPACE IDENTIFICATION SIGN SHALL BE VISIBLE FROM EACH PARKING SPACE. SIGNS SHALL 406.5.7 OF THE CONTROL BUTTON TO WHICH THE DESIGNATIONS APPLY. §11B-407.4.7.1.2 WIDTH AND CONTINUOUS AT THE BOUNDARY BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS. §202, BE PERMANENTLY POSTED EITHER IMMEDIATELY ADJACENT TO THE PARKING SPACE OR WITHIN THE §11B-247.1.2.5, §11B-705.1.2.5 PROJECTED PARKING SPACE WIDTH AT THE HEAD END OF THE PARKING SPACE. SIGNS MAY ALSO BE 82. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND c. THE CONTROL BUTTON FOR THE EMERGENCY STOP,ALARM, DOOR OPEN, DOOR CLOSE, MAIN ENTRY FLOOR, PERMANENTLY POSTED ON A WALL AT THE INTERIOR END OF THE PARKING SPACE. §11B-502.6.3 0 WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT BE STEEPER THAN 1:20 (5%). THE ADJACENT SURFACES AND PHONE, SHALL BE IDENTIFIED WITH RAISED SYMBOLS AND BRAILLE AS SHOWN IN TABLE 11 B-407.4.7.1.3. § 130. PROVIDE DETECTABLE WARNING DETAILS SHOWING COMPLIANCE WITH THE FOLLOWING: < AT TRANSITIONS AT CURB RAMPS TO WALKS, GUTTERS,AND STREETS SHALL BE AT THE SAME LEVEL. §11 B- 11B-407.4.7.1.3,TABLE 11B-407.4.7.1.3 19. EACH ACCESSIBLE CAR AND VAN SPACE SHALL HAVE SURFACE IDENTIFICATION COMPLYING WITH ui 406.5.8 a.TRUNCATED DOMES IN A DETECTABLE WARNING SURFACE SHALL HAVE A BASE DIAMETER OF 0.9 TO 0.92 EITHER OF THE FOLLOWING SCHEMES: §11B-502.6.4 d. BUTTONS WITH FLOOR DESIGNATIONS SHALL BE PROVIDED WITH VISIBLE INDICATORS TO SHOW THAT A CALL INCHES,A TOP DIAMETER OF 0.45 TO 0.47 INCHES,AND A HEIGHT OF 0.18 TO 0.22 INCHES. §11B-705.1.1.1, zo 83. THE BOTTOM OF DIAGONAL CURB RAMPS SHALL HAVE A CLEAR SPACE 48 INCHES MINIMUM OUTSIDE HAS BEEN REGISTERED, THE VISIBLE INDICATION SHALL EXTINGUISH WHEN THE CAR ARRIVES AT THE FIGURE 11B-705.1 a.THE PARKING SPACE SHALL BE MARKED WITH AN INTERNATIONAL SYMBOL OF ACCESSIBILITY(ISA) °� ACTIVE TRAFFIC LANES OF THE ROADWAY. DIAGONAL CURB RAMPS PROVIDED AT MARKED CROSSINGS DESIGNATED FLOOR. §11B-407.4.7.1.4 COMPLYING WITH SECTION 11B-703.7.2.1 ISA IN WHITE ON A BLUE BACKGROUND A MINIMUM 36 INCHES oui SHALL PROVIDE THE 48 INCHES MINIMUM CLEAR SPACE WITHIN THE MARKINGS. §11B-406.5.9 b.TRUNCATED DOMES PLACED IN A GRID PATTERN IN A DETECTABLE WARNING SURFACE SHALL HAVE A WIDE BY 36 INCHES HIGH. THE CENTERLINE OF THE ISA SHALL BE A MAXIMUM OF 6 INCHES FROM THE o� e.A MINIMUM CLEAR SPACE OF 3/8 INCH OR OTHER SUITABLE MEANS OF SEPARATION SHALL BE PROVIDED CENTER-TO-CENTER SPACING OF 2.3 TO 2.4 INCHES,AND A MINIMUM BASE-TO-BASE SPACING OF 0.65 INCHES, CENTERLINE OF THE PARKING SPACE, ITS SIDES PARALLEL TO THE LENGTH OF THE PARKING SPACE AND g Z 84. DIAGONAL OR CORNER TYPE CURB RAMPS WITH RETURNED CURBS OR OTHER WELL-DEFINED EDGES BETWEEN ROWS OF CONTROL BUTTONS. §11B-407.4.7.1.5 MEASURED BETWEEN THE MOST ADJACENT DOMES ON A SQUARE GRID. §11B-705.1.1.2, FIGURE 11B-705.1 ITS LOWER CORNER AT, OR LOWER SIDE ALIGNED WITH, THE END OF THE PARKING SPACE LENGTH. § Q SHALL HAVE THE EDGES PARALLEL TO THE DIRECTION OF PEDESTRIAN FLOW. DIAGONAL CURB RAMPS 11B-502.6.4.1 2 WITH FLARED SIDES SHALL HAVE A SEGMENT OF CURB 24 INCHES LONG MINIMUM LOCATED ON EACH SIDE 110. KEYPADS SHALL BE IDENTIFIED BY CHARACTERS COMPLYING WITH 11 B-703.5 VISUAL CHARACTERS AND c.TRUNCATED DOMES PLACED IN A RADIAL PATTERN IN A DETECTABLE WARNING SURFACE SHALL HAVE A OF THE CURB RAMP AND WITHIN THE MARKED CROSSING. §11B-406.5.10, FIGURE 1113-406.5.10 SHALL BE CENTERED ON THE CORRESPONDING KEYPAD BUTTON. THE NUMBER FIVE KEY SHALL HAVE A SINGLE CENTER-TO-CENTER SPACING OF 1.6 TO 2.4 INCHES,AND A MINIMUM BASE-TO-BASE SPACING OF 0.65 INCHES, b.THE PARKING SPACE SHALL BE OUTLINED OR PAINTED BLUE AND SHALL BE MARKED WITH AN 7 Z RAISED DOT. THE DOT SHALL BE 0.118 INCH TO 0.120 INCH BASE DIAMETER AND IN OTHER ASPECTS COMPLY MEASURED BETWEEN THE MOST ADJACENT DOMES ON A SQUARE GRID. §11B-705.1.1.2, FIGURE 11B-705.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY(ISA)COMPLYING WITH SECTION 11B-703.7.2.1 ISA A MINIMUM 36 Z °Q 85. CURB RAMPS SHALL HAVE A GROOVED BORDER 12 INCHES WIDE ALONG THE TOP OF THE CURB RAMP WITH TABLE 11B-703.3.1. §11B-407.4.7.2 INCHES WIDE BY 36 INCHES HIGH IN WHITE OR A SUITABLE CONTRASTING COLOR. THE CENTERLINE OF W Z� AT THE LEVEL SURFACE OF THE TOP LANDING AND AT THE OUTSIDE EDGES OF THE FLARED SIDES. THE d. DETECTABLE WARNING SURFACES SHALL VISUALLY CONTRAST LIGHT-ON-DARK OR DARK-ON-LIGHT WITH THE ISA SHALL BE A MAXIMUM OF 6 INCHES FROM THE CENTERLINE OF THE PARKING SPACE, ITS SIDES 1 u> GROOVED BORDER SHALL CONSIST OF A SERIES OF GROOVES'/4 INCH WIDE BY INCH DEEP,AT 3/4 INCH 111.AUDIBLE AND VISIBLE CAR POSITION INDICATORS SHALL BE PROVIDED IN ELEVATOR CARS. CHARACTERS ADJACENT WALKING SURFACES OR BE SEPARATED FROM ADJACENT SURFACES BY A 1 INCH WIDE BLACK PARALLEL TO THE LENGTH OF THE PARKING SPACE AND ITS LOWER CORNER AT, OR LOWER SIDE o Z ON CENTER; (SEE EXCEPTIONS). §11B-406.5.11 SHALL BE'/z INCH HIGH MINIMUM. INDICATORS SHALL BE LOCATED ABOVE THE CAR CONTROL PANEL OR ABOVE STRIP. MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE SURFACE. §11B-705.1.1.3 ALIGNED WITH, THE END OF THE PARKING SPACE. §11B-502.6.4.2 L� THE DOOR. §11B-407.4.8 DU) W 86. CURB RAMPS AND BLENDED TRANSITIONS SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH 11 B- e. DETECTABLE WARNING SURFACES SHALL DIFFER FROM ADJOINING SURFACES IN RESILIENCY OR SOUND- 20. AN ADDITIONAL SIGN SHALL BE POSTED EITHER; 1) IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO a 705 DETECTABLE WARNINGS. §11 B-406.5.12 112. EMERGENCY TWO-WAY COMMUNICATION SYSTEMS SHALL COMPLY WITH 11 B-308 REACH RANGES. RAISED ON-CANE CONTACT EXCEPT AT CURB RAMPS, ISLANDS OR CUT-THROUGH MEDIANS. §11 B-705.1.1.4 AN OFF-STREET PARKING FACILITY OR 2) IMMEDIATELY ADJACENT TO ON-SITE ACCESSIBLE PARKING AND > z< SYMBOLS OR CHARACTERS, WHITE ON A BLACK BACKGROUND,AND BRAILLE SHALL BE PROVIDED ADJACENT TO VISIBLE FROM EACH PARKING SPACE. §1113-502.8 O 87. RAISED ISLANDS IN CROSSINGS SHALL BE CUT THROUGH LEVEL WITH THE STREET OR HAVE CURB THE DEVICE AND SHALL COMPLY WITH 11 B-703.2 RAISED CHARACTERS AND 11 B-703.3 BRAILLE. EMERGENCY f. DETECTABLE WARNING SURFACES SHALL BE YELLOW CONFORMING TO FS 33538 OF FEDERAL STANDARD o RAMPS AT BOTH SIDES.THE CLEAR WIDTH OF THE ACCESSIBLE ROUTE AT ISLANDS SHALL BE 60 INCHES TWO-WAY COMMUNICATION SYSTEMS BETWEEN THE ELEVATOR AND A POINT OUTSIDE THE HOISTWAY SHALL 595C EXCEPT AT CURB RAMPS, ISLANDS OR CUT-THROUGH MEDIANS. §11B-705.1.1.5 a. THE ADDITIONAL SIGN SHALL NOT BE LESS THAN 17 INCHES WIDE BY 22 INCHES HIGH. §11B-502.8.1I of WIDE MINIMUM.WHERE CURB RAMPS ARE PROVIDED, THEY SHALL COMPLY WITH 11 B-406 CURB RAMPS, COMPLY WITH ASME-Al7.1. §11B-407.4.9 BLENDED TRANSITIONS AND ISLANDS. LANDINGS COMPLYING WITH 11 B-406.5.3 LANDINGS AND THE g. DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES SHALL BE APPROVED BY THE DIVISION OF b.THE ADDITIONAL SIGN SHALL CLEARLY STATE IN LETTERS WITH A MINIMUM HEIGHT OF 1 INCH THEEL 0 ACCESSIBLE ROUTE SHALL BE PERMITTED TO OVERLAP. ISLANDS SHALL HAVE DETECTABLE WARNINGS 113. SUPPORT RAILS SHALL BE PROVIDED ON AT LEAST ONE WALL OF THE CAR AND SHALL COMPLY WITH THE THE STATE ARCHITECT. §11B-705.3 FOLLOWING: §11B-502.8.2 oQ COMPLYING WITH 1113-705 DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE. §11B-406.6, FOLLOWING: §11B-407.4.10 "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING 000 FIGURE 11B-406.6 h. DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES INSTALLED AFTER JANUARY 1, 2001, SHALL DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL �5o a. CLEARANCE BETWEEN SUPPORT RAILS AND ADJACENT SURFACES SHALL BE 1'/2 INCHES MINIMUM. TOP OF BE EVALUATED BY AN INDEPENDENT ENTITY, SELECTED BY THE DIVISION OF THE STATE ARCHITECT, TO BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT: ELEVATORS SUPPORT RAILS SHALL BE 31 INCHES MINIMUM TO 33 INCHES MAXIMUM ABOVE THE FLOOR OF THE CAR. THE CONFIRM COMPLIANCE WITH THE PRESCRIPTIVE AND PERFORMANCE STANDARDS OF TITLE 24. §12-CHAPTERS OR BY TELEPHONING wOf F ENDS OF THE SUPPORT RAIL SHALL BE 6 INCHES MAXIMUM FROM ADJACENT WALLS. §11 B-407.4.10.1 12-A AND 12-11B BLANK SPACES SHALL BE FILLED IN WITH APPROPRIATE INFORMATION AS A PERMANENT PART OF z o o 88. ELEVATORS PROVIDED FOR PASSENGERS SHALL COMPLY WITH 11 B-407 ELEVATORS. WHERE MULTIPLE THE SIGN. Z am ELEVATORS ARE PROVIDED, EACH ELEVATOR SHALL COMPLY WITH 11 B-407 ELEVATORS; (SEE b. SUPPORT RAILS SHALL BE SMOOTH AND ANY SURFACE ADJACENT TO THEM SHALL BE FREE OF SHARP OR i. INDEPENDENT ENTITIES FOR TESTING OF DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES 00 EXCEPTIONS). §11B-206.6 ABRASIVE ELEMENTS. §11B-407.4.10.2 SHALL BE A NOT-FOR-PROFIT PRODUCT SAFETY TESTING AND CERTIFICATION ORGANIZATION, DEDICATED TO RELATIONSHIP TO ACCESSIBLE ROUTES 0Z ��^^ 00 C.ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL TESTING FOR PUBLIC SAFETY THAT OPERATES FOR THE TESTING, CERTIFICATION AND QUALITY ASSESSMENT V) 89. WHERE ELEMENTS OF EXISTING ELEVATORS ARE ALTERED, THE SAME ELEMENT SHALL ALSO BE FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE SUPPORT RAIL, FASTENER, MOUNTING DEVICE, OR OF PRODUCTS, SYSTEMS AND SERVICES. §12-11B.205, §12-11B.211 21. PARKING SPACES AND ACCESS AISLES SHALL BE DESIGNED SO THAT PERSONS USING THEM ARE NOT W W o0 o? ALTERED IN ALL ELEVATORS THAT ARE PROGRAMMED TO RESPOND TO THE SAME HALL CALL CONTROL AS SUPPORTING STRUCTURE. §11B-407.4.10.3 REQUIRED TO TRAVEL BEHIND PARKING SPACES OTHER THAN TO PASS BEHIND THE PARKING SPACE IN �Z THE ALTERED ELEVATOR AND SHALL COMPLY WITH THE REQUIREMENTS OF 11 B-407 ELEVATORS FOR THE j. INDEPENDENT ENTITIES FOR TESTING OF DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES WHICH THEY PARKED. §11B-502.7.1 <w ALTERED ELEMENT. §11B-206.6.1 PLATFORM LIFTS SHALL BE RECOGNIZED AS HAVING APPROPRIATE EXPERTISE IN DETERMINING WHETHER PRODUCTS COMPLY O �'o WITH THE CALIFORNIA CODE OF REGULATIONS, TITLE 24. §12-11B.205, §12-11B.211 22. A CURB OR WHEEL STOP SHALL BE PROVIDED IF REQUIRED TO PREVENT ENCROACHMENT OF W� 90. ELEVATORS SHALL COMPLY WITH 11B-407 ELEVATORS AND WITH ASME Al7.1. THEY SHALL BE VEHICLES OVER THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES. §11B-502.7.2 z z Zo 114. PLATFORM LIFTS SHALL COMPLY WITH 11B-410 PLATFORM LIFTS. PLATFORM LIFTS SHALL BE PERMITTED D2 PASSENGER ELEVATORS AS CLASSIFIED BY ASME A17.1. ELEVATOR OPERATION SHALL BE AUTOMATIC. k. DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES MUST ENSURE CONSISTENCY AND o U) AS A COMPONENT OF AN ACCESSIBLE ROUTE IN AN EXISTING BUILDING OR FACILITY OR IN NEW WHEN THE ONLY ELEVATORS PROVIDED FOR USE BY THE PUBLIC AND EMPLOYEES ARE COMBINATION CONSTRUCTION AS FOLLOWS: §11B-206.7 UNIFORMITY FOR SHAPE, COLOR STAIRWAYS wo PASSENGER AND FREIGHT ELEVATORS, THEY SHALL COMPLY WITH 11 B-407 ELEVATORS AND WITH ASME FASTNESS, CONFORMATION, SOUND-ON-CANE ACOUSTIC QUALITY, RESILIENCE, AND THAT ATTACHMENT WILL 7 A17.1. §11B-407.1, §11B-407.1.1 a. PLATFORM LIFTS SHALL BE PERMITTED TO PROVIDE ACCESSIBLE ROUTES TO PERFORMANCE AREAS AND NOT DEGRADE SIGNIFICANTLY(<10%) FOR AT LEAST FIVE YEARS. §12-11B.209, §12-11B-210 23. A STAIR IS DEFINED AS A CHANGE IN ELEVATION, CONSISTING OF ONE OR MORE RISERS. §11B-202 ` 005 SPEAKERS' PLATFORMS. §11B-206.7.1 Lu wF 24. INTERIOR AND EXTERIOR STAIRS SHALL COMPLY WITH SECTION 11B-504 STAIRWAYS. §11B-210.1 (SEE J D. GENERAL SITE AND BUILDING ELEMENTS U)o 91. WHERE ELEVATOR CALL BUTTONS OR KEYPADS ARE PROVIDED, THEY SHALL COMPLY WITH 11 B-407.2.1 EXCEPTIONS) W Z o Z b. PLATFORM LIFTS SHALL BE PERMITTED TO PROVIDE AN ACCESSIBLE ROUTE TO COMPLY WITH THE W CALL CONTROLS AND 11 B-309.4 OPERATION. §11B-407.2.1 WHEELCHAIR SPACE DISPERSION AND LINE-OF-SIGHT REQUIREMENTS OF 11 B-221 ASSEMBLY AREAS AND co \ woo ~o PARKING SPACES / z 25. ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM TREAD < CD w 11 B-802 WHEELCHAIR SPACES, COMPANION SEATS, DESIGNATED AISLE SEATS AND SEMI-AMBULANT SEATS. o 92. CALL BUTTONS AND KEYPADS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES SPECIFIED IN DEPTHS. RISERS SHALL BE 4 INCHES HIGH MINIMUM AND 7 INCHES HIGH MAXIMUM.TREADS SHALL BE 11 Q p =°- §11B-206.7.2 1. WHERE PARKING SPACES ARE PROVIDED, ACCESSIBLE PARKING SPACES SHALL BE PROVIDED IN NUMBER L� M �� 11B-308 REACH RANGES, MEASURED TO THE CENTERLINE OF THE HIGHEST OPERABLE PART. §11B-407.2.1.1 INCHES DEEP MINIMUM. §11B-504.2 0= AND KIND REQUIRED PER SECTION 11B-208 PARKING SPACES. §11B-208.1 ILL c. PLATFORM LIFTS SHALL BE PERMITTED TO PROVIDE AN ACCESSIBLE ROUTE TO INCIDENTAL SPACES O Q �o 93. CALL BUTTONS SHALL HAVE SQUARE SHOULDERS, BE 3/4 INCH MINIMUM IN THE SMALLEST DIMENSION AND 26. OPEN RISERS ARE NOT PERMITTED. §11B-504.3(SEE EXCEPTIONS) Q U a� WHICH ARE NOT PUBLIC USE SPACES AND WHICH ARE OCCUPIED BY FIVE PERSONS MAXIMUM. §11B-206.7.3 2. PROVIDE (-)ACCESSIBLE PARKING SPACES AS REQUIRED BY TABLE 11 B-208.2. §11B-208.2(SEE W � SHALL BE RAISED '/8 INCH PLUS OR MINUS 1/32 INCH ABOVE THE SURROUNDING SURFACE.THE BUTTONS z _ =o SHALL BE ACTIVATED BY A MECHANICAL MOTION THAT IS DETECTABLE. §11B-407.2.1.2 EXCEPTIONS) 27. STAIR TREADS SHALL COMPLY WITH SECTION 11 B-302 FLOOR AND GROUND SURFACES. CHANGES IN U Q ZO d. PLATFORM LIFTS SHALL BE PERMITTED TO PROVIDE AN ACCESSIBLE ROUTE TO: JURY BOXES AND o co WITNESS STANDS; RAISED COURTROOM STATIONS INCLUDING, JUDGES' BENCHES, CLERKS' STATIONS, LEVEL ARE NOT PERMITTED. §11 B-504.4 z ZLL 94. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 11 B-305 CLEAR FLOOR OR GROUND SURFACE BAILIFFS' STATIONS, DEPUTY§CLERKS' STATIONS,AND COURT REPORTERS' STATIONS; AND TO DEPRESSED v O � 0Do 0 SHALL BE PROVIDED AT CALL CONTROLS. §11B-407.2.1.3 TOTAL#OF PARKING MINIMUM#OF ACCESSIBLE 28. INTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND LOWER TREAD MARKED BY A STRIPE w 2 AREAS SUCH AS THE WELL OF A COURT. §11B-206.7.4 co W Q 0Z SPACES PROVIDED SPACES REQUIRED PROVIDING CLEAR VISUAL CONTRAST. EXTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND ALL o 95. EXCEPT FOR DESTINATION-ORIENTED ELEVATORS, THE CALL BUTTON THAT DESIGNATES THE UP TREADS MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. THE STRIPE SHALL BE A MINIMUM OF 00 e. PLATFORM LIFTS SHALL BE PERMITTED UPON SUBMITTING DOCUMENTATION THAT EXISTING EXTERIOR a� DIRECTION SHALL BE LOCATED ABOVE THE CALL BUTTON THAT DESIGNATES THE DOWN DIRECTION. §1113- SITE CONSTRAINTS MAKE USE OF A RAMP OR ELEVATOR INFEASIBLE. §11B-206.7.5 1-25 1 2 INCHES WIDE TO A MAXIMUM OF 4 INCHES WIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH W N 407.2.1.4 FROM, THE NOSE OF THE STEP OR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF a o f. PLATFORM LIFTS SHALL BE PERMITTED TO CONNECT LEVELS WITHIN TRANSIENT LODGING GUEST ROOMS 26-50 2 THE STEP OR UPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS ISSUED FOR: DATE: U)" 96. EXCEPT AT DESTINATION-ORIENTED ELEVATORS, VISIBLE SIGNAL FIXTURES SHALL BE CENTERED AT 72 REQUIRED TO PROVIDE MOBILITY FEATURES COMPLYING WITH 11 B-806.2 GUEST ROOMS WITH MOBILITY THE OTHER TREADS OF THE STAIR.A PAINTED STRIPE SHALL BE ACCEPTABLE. GROOVES SHALL NOT BE o 0 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND.THE VISIBLE SIGNAL ELEMENTS SHALL BE A ` <FEATURES OR RESIDENTIAL DWELLING UNITS REQUIRED TO PROVIDE MOBILITY FEATURES COMPLYING WITH 51-75 3 USED TO SATISFY THIS REQUIREMENT. §11B-504.4.1 SUBMITTAL SET 02.04.2014 MINIMUM 2'/2 INCHES HIGH BY 2'/2 INCHES WIDE. SIGNALS SHALL BE VISIBLE FROM THE FLOOR AREA ¢o ADJACENT TO THE HALL CALL BUTTON. §11B-407.2.2.2, FIGURE 11B-407.2.2.2 11B-809.2 THROUGH 11B-809.4 AND ADAPTABLE FEATURES COMPLYING WITH CHAPTER 11A, DIVISION IV. § 76-100 4 29. THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE INCH MAXIMUM. z2 11B-206.7.E NOSINGS THAT PROJECT BEYOND RISERS SHALL HAVE THE UNDERSIDE OF THE LEADING EDGE CURVED ui 0-0 97. FLOOR DESIGNATIONS COMPLYING WITH 11 B-703.2 RAISED CHARACTERS AND 11 B-703.4.1 HEIGHT ABOVE PLATFORM LIFTS SHALL BE PERMITTED TO PROVIDE ACCESSIBLE ROUTES TO LOAD AND UNLOAD AREAS 101-150 5 OR BEVELED. RISERS SHALL BE PERMITTED TO SLOPE UNDER THE TREAD AT AN ANGLE OF 30 DEGREES a FINISH FLOOR OR GROUND SHALL BE PROVIDED ON BOTH JAMBS OF ELEVATOR HOISTWAY ENTRANCES. g - MAXIMUM FROM VERTICAL. THE PERMITTED PROJECTION OF THE NOSING SHALL EXTEND 11 INCHES Of o X /4 SERVING AMUSEMENT RIDES. §11B-206.7.7 FLOOR DESIGNATIONS SHALL BE PROVIDED IN BOTH RAISED CHARACTERS AND BRAILLE. RAISED 151-200 6 MAXIMUM OVER THE TREAD BELOW. §11B-504.5(SEE EXCEPTION FOR EXISTING BUILDINGS) Z CHARACTERS SHALL BE 2 INCHES HIGH.A RAISED STAR, PLACED TO THE LEFT OF THE FLOOR h. PLATFORM LIFTS SHALL BE PERMITTED TO PROVIDE ACCESSIBLE ROUTES TO PLAY COMPONENTS OR a DESIGNATION, SHALL BE PROVIDED ON BOTH JAMBS AT THE MAIN ENTRY LEVEL. THE OUTSIDE DIAMETER OF SOFT CONTAINED PLAY STRUCTURES. §11B-206.7.8 201-300 7 30. STAIRS SHALL HAVE HANDRAILS COMPLYING WITH SECTION 1113-505 HANDRAILS. §11B-504.6 REVISIONS: 00 THE STAR SHALL BE 2 INCHES AND ALL POINTS SHALL BE OF EQUAL LENGTH. RAISED CHARACTERS, NO. DESCRIPTION DATE ISSUED z INCLUDING THE STAR, SHALL BE WHITE ON A BLACK BACKGROUND. BRAILLE COMPLYING WITH SECTION 11 B- 301-400 8 31. STAIR TREADS AND LANDINGS SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT THE o i. PLATFORM LIFTS SHALL BE PERMITTED TO PROVIDE ACCESSIBLE ROUTES TO TEAM OR PLAYER SEATING 703.3 BRAILLE SHALL BE PLACED BELOW THE CORRESPONDING RAISED CHARACTERS AND THE STAR. THE ACCUMULATION OF WATER. §11B-504.7 �m AREAS SERVING AREAS OF SPORT ACTIVITY. §11B-206.7.9 1 PLANCHECK 04.11.2014 BRAILLE TRANSLATION FOR THE STAR SHALL BE"MAIN". APPLIED PLATES ARE ACCEPTABLE IF THEY ARE 401-500 9 =� PERMANENTLY FIXED TO THE JAMB. §11B-407.2.3.1, FIGURE 11B-407.2.3.1 32. FLOOR IDENTIFICATION SIGNS REQUIRED BY CHAPTER 10, SECTION 1022.9 COMPLYING WITH COMMENTS Zo 501-1000 2%OF TOTAL SECTIONS 11 B-703.1 SIGNS GENERAL, 11 B-703.2 RAISED CHARACTERS, 11 B-703.3 BRAILLE AND 11 B-703.5 115. PLATFORM LIFTS SHALL COMPLY WITH ASME A18.1 (1999 EDITION OR 2003 EDITION). PLATFORM LIFTS of 98. DESTINATION-ORIENTED ELEVATORS SHALL PROVIDE TACTILE CAR IDENTIFICATION COMPLYING WITH SHALL NOT BE ATTENDANT-OPERATED AND SHALL PROVIDE UNASSISTED ENTRY AND EXIT FROM THE LIFT.§ VISUAL CHARACTERS SHALL BE LOCATED AT THE LANDING OF EACH FLOOR LEVEL, PLACED ADJACENT Z co w 11 B-703.2 RAISED CHARACTERS AND 11 B-703.4.1 HEIGHT ABOVE FINISH FLOOR OR GROUND ON BOTH JAMBS 1113-410.1 1001 &OVER 20 PLUS ONE FOR EACH TO THE DOOR ON THE LATCH SIDE, IN ALL ENCLOSED STAIRWAYS IN BUILDINGS TWO OR MORE STORIES U) OF THE HOISTWAY IMMEDIATELY BELOW THE FLOOR DESIGNATION. CAR DESIGNATIONS SHALL BE 100 OR FRACTION THEREOF IN HEIGHT TO IDENTIFY THE FLOOR LEVEL.AT THE EXIT DISCHARGE LEVEL, THE SIGN SHALL INCLUDE A o Y PROVIDED IN BOTH RAISED CHARACTERS AND BRAILLE. RAISED CHARACTERS SHALL BE 2 INCHES HIGH. OVER 1,001 RAISED FIVE POINTED STAR LOCATED TO THE LEFT OF THE IDENTIFYING FLOOR LEVEL. THE OUTSIDE "o 116. FLOOR SURFACES IN PLATFORM LIFTS SHALL COMPLY WITH 11 B-302 FLOOR OR GROUND SURFACES RAISED CHARACTERS SHALL BE WHITE ON A BLACK BACKGROUND. BRAILLE COMPLYING WITH SECTION 11 B- DIAMETER OF THE STAR SHALL BE THE SAME AS THE HEIGHT OF THE RAISED CHARACTERS. §11B-504.8 U)w AND 11B-303 CHANGES IN LEVEL. §11B-410.2 703.3 BRAILLE SHALL BE PLACED BELOW THE CORRESPONDING RAISED CHARACTERS.APPLIED PLATES Y a ARE ACCEPTABLE IF THEY ARE PERMANENTLY FIXED TO THE JAMB. §11B-407.2.3.2, FIGURE 11B-407.2.3.2 117. CLEAR FLOOR SPACE IN PLATFORM LIFTS SHALL COMPLY WITH 11B-305 CLEAR FLOOR OR GROUND 3. PROVIDE ACCESSIBLE SPACES FOR EACH PARKING FACILITY(PARKING LOTS AND PARKING STRUCTURES). 0 W SPACE. §1113-410.3 THE NUMBER OF PARKING SPACES REQUIRED TO BE ACCESSIBLE IS TO BE CALCULATED SEPARATELY FOR w o EACH PARKING FACILITY; THE REQUIRED NUMBER IS NOT BASED ON THE TOTAL NUMBER OF PARKING SPACES o 118. THE CLEARANCE BETWEEN THE PLATFORM SILL AND THE EDGE OF ANY RUNWAY LANDING SHALL BE 1'/4 PROVIDED IN ALL OF THE PARKING FACILITIES PROVIDED ON SITE. §1113-208 INCH MAXIMUM. §1113-410.4 4. WHERE PARKING SPACES ARE MARKED WITH LINES, WIDTH MEASUREMENTS OF PARKING SPACES AND ACCESS AISLES SHALL BE MADE FROM THE CENTERLINE OF THE MARKINGS.] §1113-502.1 (SEE EXCEPTIONS) 5. DIMENSION MINIMUM 18 FOOT LONG CAR AND VAN ACCESSIBLE PARKING SPACE(S)AND ACCESS AISLE(S). §11B-502.2, FIGURES 11B-502.2 AND 11B-502.3 6. DIMENSION MINIMUM 9 FOOT WIDTH AT ACCESSIBLE CAR PARKING SPACE.§11B-502.2, FIG. 11B-502.2&FIG. 11 B-502.3 A3 ACCESSIBILITY NOTES PRINTED: 7/15/2014 2:03:07 PM BID SET - 0701502014 HANDRAILS 21.AT SINGLE USER TOILET OR BATHING ROOMS, DOORS SHALL BE PERMITTED TO SWING INTO THE CLEAR 47.A CLEAR FLOOR SPACE OR GROUND SPACE COMPLYING WITH SECTION 11 B-305 CLEAR FLOOR OR GROUND 13. SIGNS FOR MEANS OF EGRESS SHALL COMPLY WITH 11 B-216.4 MEANS OF EGRESS: FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE ONLY IF A 30 INCH BY 48 INCH MINIMUM CLEAR SPACE POSITIONED FOR FORWARD APPROACH SHALL BE PROVIDED. §11B-605.3 33. HANDRAILS PROVIDED ALONG WALKING SURFACES COMPLYING WITH SECTION 11 B-403 WALKING SURFACES, FLOOR SPACE IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING. §11B-603.2.3 EXCEPTION a. SIGNS REQUIRED BY CHAPTER 10, SECTION 1011.4 AT DOORS TO DOORS AT EXIT PASSAGEWAYS, EXIT REQUIRED AT RAMPS COMPLYING WITH SECTION 11 B-405 RAMPS,AND REQUIRED AT STAIRS COMPLYING WITH 48. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL DISCHARGE, AND EXIT STAIRWAYS SHALL BE IDENTIFIED BY TACTILE SIGNS COMPLYING COMPLY WITH 11 B- SECTION 11 B-504 STAIRWAYS SHALL COMPLY WITH SECTION 11 B-505 HANDRAILS. §11B-505.1 22. MIRRORS LOCATED ABOVE THE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITHIN THE BOTTOM COMPLY WITH SECTION 11 B-309 OPERABLE PARTS EXCEPT THAT THE FLUSH CONTROL SHALL BE MOUNTED AT A 703.1 GENERAL, 11 B-703.2 RAISED CHARACTERS, 11 B-703.3 BRAILLE AND 11 B-703.5 VISUAL CHARACTERS. § EDGE OF THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. MIRRORS NOT MAXIMUM HEIGHT OF 44 INCHES ABOVE THE FINISH FLOOR. §11B-605.4 11B-216.4.1 34. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS. §1113-505.2 LOCATED ABOVE THE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. §11B-603.3 49. LAVATORIES AND SINKS SHALL COMPLY WITH SECTION 1113-606 LAVATORIES AND SINKS. §11B-606.1 b. SIGNS REQUIRED BY SECTION 1003.2.13.5.4 OF THE INTERNATIONAL BUILDING CODE (2000 EDITION)OR 35. HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT OR RAMP RUN. INSIDE SECTION 1007.6.4 OF THE INTERNATIONAL BUILDING CODE (2003 EDITION) (INCORPORATED BY REFERENCE, HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS AND RAMPS SHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS. 23. COAT HOOKS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES SPECIFIED IN SECTION 11 B-308. 50. FOR LAVATORIES AND SINKS,A CLEAR FLOOR SPACE COMPLYING WITH SECTION 11 B-305 CLEAR FLOOR OR SEE"REFERENCED STANDARDS" IN CHAPTER 1)CHAPTER §11B-505.3 SHELVES SHALL BE LOCATED 40 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH FLOOR. MEDICINE GROUND SURFACES, POSITIONED FOR A FORWARD APPROACH, AND KNEE AND TOE CLEARANCE COMPLYING 10, SECTION 1007.11 TO PROVIDE INSTRUCTIONS IN AREAS OF REFUGE SHALL COMPLY WITH 11B-703.5 VISUAL CABINETS SHALL BE LOCATED WITH A USABLE SHELF NO HIGHER THAN 44 INCHES MAXIMUM ABOVE THE FINISH WITH SECTION 11 B-306 KNEE AND TOE CLEARANCE SHALL BE PROVIDED. §11B-606.2 CHARACTERS. SIGNS REQUIRED BY CHAPTER 10, SECTION 1007.9 AT DOORS TO AREAS OF REFUGE AND 36. TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES MINIMUM AND 38 INCHES MAXIMUM VERTICALLY FLOOR. §11B-603.4 EXTERIOR AREAS FOR ASSISTED RESCUE SHALL COMPLY WITH 11B-703.1 GENERAL, 11B-703.2 RAISED ABOVE WALKING SURFACES, STAIR NOSINGS,AND RAMP SURFACES. HANDRAILS SHALL BE AT A CONSISTENT 51. LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER CHARACTERS, 11 B-703.3 BRAILLE AND 11 B-703.5 VISUAL CHARACTERS AND INCLUDE AN INTERNATIONAL HEIGHT ABOVE WALKING SURFACES, STAIR NOSINGS,AND RAMP SURFACES. §11B-505.4 24.WHERE TOWEL OR SANITARY NAPKIN DISPENSERS,WASTE RECEPTACLES, OR OTHER ACCESSORIES ARE SURFACE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. §11B-606.3 SYMBOL OF ACCESSIBILITY(ISA)COMPLYING WITH 11B-703.7.2.1 ISA. §11B-216.4.2 PROVIDED IN TOILET FACILITIES,AT LEAST ONE OF EACH TYPE SHALL BE LOCATED ON AN ACCESSIBLE ROUTE. S I MON GLOVER INC. 37. CLEARANCE BETWEEN HANDRAIL GRIPPING SURFACES AND ADJACENT SURFACES SHALL BE 1'/2 INCHES ALL OPERABLE PARTS, INCLUDING COIN SLOTS, SHALL BE 40 INCHES MAXIMUM ABOVE THE FINISH FLOOR. §11B- SHOWER COMPARTMENTS c. SIGNS REQUIRED BY SECTION 1003.2.13.6 OF THE INTERNATIONAL BUILDING CODE (2000 EDITION) OR MINIMUM. HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS 3 INCHES MAXIMUM DEEP AND 18 INCHES 603.5 SECTION 1007.7 OF THE INTERNATIONAL BUILDING CODE (2003 EDITION)(INCORPORATED BY REFERENCE, SEE MINIMUM CLEAR ABOVE THE TOP OF THE HANDRAIL. §11B-505.5 52. SHOWERS COMPARTMENT SHALL BE EITHER: "REFERENCED STANDARDS" IN CHAPTER 1)CHAPTER 10, SECTION 1007.10 TO PROVIDE DIRECTIONS TO 3293 PACIFIC AVENUE 25. TOILET AND BATHING ROOMS WITHIN GUEST ROOMS THAT ARE NOT REQUIRED TO PROVIDE MOBILITY ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH 11 B-703.5 VISUAL CHARACTERS. §11B-216.4.3 LONG BEACH, CA 90807 38. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS ALONG THEIR LENGTH AND SHALL NOT BE OBSTRUCTED FEATURES COMPLYING WITH SECTION 11 B-806.2 GUEST ROOMS WITH MOBILITY FEATURES SHALL PROVIDE ALL a. STANDARD ROLL-IN TYPE SHOWER COMPARTMENT: 30 INCHES WIDE MINIMUM BY 60 INCHES DEEP MINIMUM PH: 562.279.0050 ALONG THEIR TOPS OR SIDES. THE BOTTOMS OF HANDRAIL GRIPPING SURFACES SHALL NOT BE OBSTRUCTED FOR TOILET AND BATHING FIXTURES IN A LOCATION THAT ALLOWS A PERSON USING A WHEELCHAIR MEASURING 30 WITH CLEAR INSIDE DIMENSIONS MEASURED AT CENTER POINTS OF OPPOSING SIDES WITH A FULL OPENING d. SIGNS REQUIRED BY CHAPTER 10, SECTION 1008.1.9.7, ITEM 5.1 AT DOORS WITH DELAYED EGRESS LOCKS MORE THAN 20 PERCENT OF THEIR LENGTH. WHERE PROVIDED, HORIZONTAL PROJECTIONS SHALL OCCUR 1'/2 INCHES INCHES BY 48 INCHES TO TOUCH THE WHEELCHAIR TO ANY LAVATORY, URINAL, WATER CLOSET, TUB, SAUNA, WIDTH ON THE LONG SIDE.A 36 INCH WIDE MINIMUM BY 60 INCHES LONG MINIMUM CLEARANCE SHALL BE SHALL COMPLY WITH 11 B-703.1 GENERAL, 11 B-703.2 RAISED CHARACTERS, 11 B-703.3 BRAILLE AND 11 B-703.5 © 2005 SIMONGLOVER INC. ALL MINIMUM BELOW THE BOTTOM OF THE HANDRAIL GRIPPING SURFACE. §11B-505.6 SHOWER STALL AND ANY OTHER SIMILAR SANITARY INSTALLATION, IF PROVIDED. §11B-603.6 PROVIDED ADJACENT TO THE OPEN FACE OF THE SHOWER COMPARTMENT.§11B-608.2.2 OR VISUAL CHARACTERS. §11B-216.4.4 RIGHTS RESERVED 39. HANDRAIL GRIPPING SURFACES WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1'/4 WATER CLOSETS AND TOILET COMPARTMENTS b.ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT: 36 INCHES WIDE AND 60 INCHES DEEP MINIMUM CLEAR 14. PARKING SPACES COMPLYING WITH 11 B-502 PARKING SPACES SHALL BE IDENTIFIED BY SIGNS COMPLYING INCHES MINIMUM AND 2 INCHES MAXIMUM. §11B-505.7.1 INSIDE DIMENSIONS MEASURED AT CENTER POINTS OF OPPOSING SIDES.A 36 INCH WIDE MINIMUM ENTRY SHALL WITH 11 B-502.6 IDENTIFICATION. §11B-216.5 26. THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE BE PROVIDED AT ONE END OF THE LONG SIDE OF THE COMPARTMENT. §11B-608.2.3 40. HANDRAIL GRIPPING SURFACES WITH A NON-CIRCULAR CROSS SECTION SHALL HAVE A PERIMETER DIMENSION CENTERLINE OF THE WATER CLOSET SHALL BE 17 INCHES MINIMUM TO 18 INCHES MAXIMUM FROM THE SIDE WALL 15. IN RESIDENTIAL FACILITIES, WHERE PARKING SPACES ARE ASSIGNED TO SPECIFIC RESIDENTIAL OF 4 INCHES MINIMUM AND 6'/4 INCHES MAXIMUM, AND A CROSS-SECTION DIMENSION OF 2'/4 INCHES MAXIMUM. §11B- OR PARTITION, EXCEPT THAT THE WATER CLOSET SHALL BE 17 INCHES MINIMUM AND 19 INCHES MAXIMUM FROM 53. GRAB BARS IN SHOWERS SHALL COMPLY WITH SECTION 11B-608.3 GRAB BARS. §11B-608.3 DWELLING UNITS, IDENTIFICATION OF ACCESSIBLE PARKING SPACES SHALL NOT BE REQUIRED. 505.7.2 THE SIDE WALL OR PARTITION IN THE AMBULATORY ACCESSIBLE TOILET COMPARTMENT SPECIFIED IN SECTION � cJ�D ARc,�, 11 B-604.8.2 AMBULATORY ACCESSIBLE COMPARTMENTS. WATER CLOSETS SHALL BE ARRANGED FOR A LEFT- 54. PROVIDE A FOLDING SEAT IN ROLL-IN TYPE SHOWER.§11B-608.4 16. IN EXISTING BUILDINGS AND FACILITIES WHERE NOT ALL ENTRANCES COMPLY WITH 11 B-404 DOORS, �Cj� EW E //_ 41. HANDRAIL GRIPPING SURFACES AND ANY SURFACES ADJACENT TO THEM SHALL BE FREE OF SHARP OR HAND OR RIGHT-HAND APPROACH. §11B-604.2 DOORWAYS, AND GATES, COMPLIANT ENTRANCES SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF v �P�N So �� ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. §11B-505.8 55. CONTROLS AND FAUCETS SHALL BE OF A SINGLE-LEVER DESIGN AND SHALL COMPLY WITH SECTION 11B- ACCESSIBILITY(ISA)COMPLYING WITH 11B-703.7.2.1 ISA. DIRECTIONAL SIGNS COMPLYING WITH 11B-703.5 2 :-A 27. CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE 309.4 OPERATION. §11B-608.5 VISUAL CHARACTERS THAT INDICATE THE LOCATION OF THE NEAREST ENTRANCE COMPLYING WITH 11B-404 C-29326 42. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. §11B-505.9 SIDE WALL AND 56 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE REAR WALL. A MINIMUM 60 INCHES SHALL BE PROVIDED AT ENTRANCES THAT DO NOT COMPLY WITH 11 B-404 DOORS, DOORWAYS,AND GATES. O O WIDE AND 48 INCHES DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. §1113- 56. IN STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS, SHOW OPERABLE PARTS OF CONTROLS AND DIRECTIONAL SIGNS COMPLYING WITH 11B-703.5 VISUAL CHARACTERS, INCLUDING THE ISA COMPLYING WITH N 10/31/15 43. HANDRAIL GRIPPING SURFACES SHALL EXTEND BEYOND AND IN THE SAME DIRECTION OF STAIR FLIGHTS AND 604.3.1 FAUCETS SHALL BE INSTALLED IN ON BACK WALL OF THE COMPARTMENT ADJACENT TO THE SEAT WALL 19 11 B-703.7.2.1 ISA, INDICATING THE ACCESSIBLE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE SHALL BE ,A RENEWAL DATE RAMP RUNS IN ACCORDANCE WITH SECTION 11B-505.10 HANDRAIL EXTENSIONS. §11B-505.10 INCHES MINIMUM AND 27 INCHES MAXIMUM FROM THE SEAT WALL; AND SHALL BE LOCATED ABOVE THE GRAB PROVIDED AT JUNCTIONS WHEN THE ACCESSIBLE ROUTE DIVERGES FROM THE REGULAR CIRCULATION PATH. _v 28. THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH FLOOR SHALL BE 17 INCHES MINIMUM AND 19 BAR, BUT NO HIGHER THAN 478 INCHES ABOVE THE SHOWER FLOOR, WITH THEIR CENTER LINE AT 39 INCHES TO §11 B-216.6(SEE EXCEPTIONS) I` TOP AND BOTTOM OF RAMP RUNS. EXTENSIONS ONS SHALL O HORIZONTALLY ABOVE THE LANDING RETURN TO A WALL, GU MINIMUM BEYOND THE INCHES MAXIMUM MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG RETURN O LIFTED 41 INCHES ABOVE THE SHOWER FLOOR. §11B-608.5.2 0F C GUARD, OR HELAND LANDING SURFACE, OR POSITION. SEATS SHALL BE HIGH MAXIMUM M AND A 3 INCH HIGH SHALL E PERMITTED N 17. WHERE EXISTING ELEVATORS DO NOT COMPLY WITH 11 B-407 ELEVATORS, COMPLIANT ELEVATORS SHALL P`�'`�O HANDRAILS 44. RAMP EXTEND SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP RUN. §11B-505.10.1 ALTERATIONS WHERE THE EXISTING FIXTURE IS LESS THAN 15 INCHES HIGH. §11B-604.4(SEE EXCEPTION FOR 57. IN ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS, SHOW OPERABLE PARTS OF CONTROLS AND BE CLEARLY IDENTIFIED WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY(ISA)COMPLYING WITH 1 1 B- RESIDENTIAL UNITS) FAUCETS SHALL BE INSTALLED ON THE SIDE WALL OF THE COMPARTMENT ADJACENT TO THE SEAT WALL 19 703.7.2.1 ISA. EXISTING BUILDINGS THAT HAVE BEEN REMODELED TO PROVIDE SPECIFIC ELEVATORS FOR 45. AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES INCHES MINIMUM AND 27 INCHES MAXIMUM FROM THE SEAT WALL; AND SHALL BE LOCATED ABOVE THE GRAB PUBLIC USE THAT COMPLY WITH THESE BUILDING STANDARDS SHALL HAVE THE LOCATION OF AND THE MINIMUM BEGINNING DIRECTLY ABOVE THE FIRST RISER NOSING. EXTENSIONS SHALL RETURN TO A WALL, GUARD, 29. GRAB BARS SHALL BE PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND ON THE REAR BAR, BUT NO HIGHER THAN 48 INCHES ABOVE THE SHOWER FLOOR, WITH THEIR CENTERLINE AT 39 INCHES TO DIRECTIONS TO THESE ELEVATORS POSTED IN THE BUILDING LOBBY ON A SIGN COMPLYING WITH 11 B-703.5 OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. §1113- WALL. WHERE SEPARATE GRAB BARS ARE REQUIRED ON ADJACENT WALLS AT A COMMON MOUNTING HEIGHT, 41 INCHES ABOVE THE SHOWER FLOOR. §11B-608.5.3 VISUAL CHARACTERS, INCLUDING THE ISA COMPLYING WITH 1 1 B-703.7.2.1 ISA. §11B-216.7 Z 505.10.2 AN L-SHAPED GRAB BAR MEETING THE DIMENSIONAL REQUIREMENTS OF SECTIONS 11 B-604.5.1 SIDE WALL AND 11 B-604.5.2 REAR WALL SHALL BE PERMITTED. §11B-604.5 58. A SHOWER SPRAY UNIT WITH A HOSE 59 INCHES LONG MINIMUM THAT CAN BE USED BOTH AS A FIXED- 18. DOORWAYS LEADING TO TOILET ROOMS AND BATHING ROOMS COMPLYING WITH 11 B-603 TOILET AND < 46. AT THE BOTTOM OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT FOR A POSITION SHOWER HEAD AND AS A HAND-HELD SHOWER SHALL BE PROVIDED. §11B-608.6 BATHING ROOMS SHALL BE IDENTIFIED BY A GEOMETRIC SYMBOL COMPLYING WITH 11 B-703.7.2.E TOILET AND w HORIZONTAL DISTANCE EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING. SUCH EXTENSION SHALL 30. THE SIDE WALL GRAB BARS SHALL BE 42 INCHES LONG MINIMUM, LOCATED 12 INCHES MAXIMUM FROM THE BATHING ROOM GEOMETRIC SYMBOLS. WHERE EXISTING TOILET ROOMS OR BATHING ROOMS DO NOT COMPLY a Z CONTINUE WITH A HORIZONTAL EXTENSION OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR REAR WALL AND EXTENDING 54 INCHES MINIMUM FROM THE REAR WALL WITH THE FRONT END POSITIONED 24 59. THRESHOLDS IN ROLL-IN SHOWER COMPARTMENTS SHALL BE INCH HIGH MAXIMUM. §11B-608.7 WITH 11B-603 TOILET AND BATHING ROOMS, DIRECTIONAL SIGNS INDICATING THE LOCATION OF THE NEAREST oo FLIGHT OR SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE. AT THE BOTTOM OF A STAIR FLIGHT,A INCHES MINIMUM IN FRONT OF THE WATER CLOSET. §11B-604.5.1 COMPLIANT TOILET ROOM OR BATHING ROOM WITHIN THE FACILITY SHALL BE PROVIDED. SIGNS SHALL aD HORIZONTAL EXTENSION OF A HANDRAIL SHALL BE 12 INCHES LONG MINIMUM AND A HEIGHT EQUAL TO THAT OF THE 60. ENCLOSURES FOR SHOWER COMPARTMENTS SHALL NOT OBSTRUCT CONTROLS, FAUCETS, AND SHOWER COMPLY WITH 11B-703.5 VISUAL CHARACTERS AND SHALL INCLUDE THE INTERNATIONAL SYMBOL OF oui (n SLOPING PORTION OF THE HANDRAIL AS MEASURED ABOVE THE STAIR NOSINGS. EXTENSION SHALL RETURN TO A 31. THE REAR GRAB BAR SHALL BE 36 INCHES LONG MINIMUM AND EXTEND FROM THE CENTERLINE OF THE SPRAY UNITS OR OBSTRUCT TRANSFER FROM WHEELCHAIRS ONTO SHOWER SEATS. §11B-608.8 ACCESSIBILITY(ISA)COMPLYING WITH 11B-703.7.2.1 ISA. §11B-216.8 0� WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR WATER CLOSET 12 INCHES MINIMUM ON ONE SIDE AND 24 INCHES MINIMUM ON THE OTHER SIDE. §11B-604.5.2(SEE oa FLIGHT. §11B-505.10.3 EXCEPTIONS) 61. FLOOR OR GROUND SURFACES OF SHOWERS SHALL COMPLY WITH SECTION 11B-302.1 FLOOR OR GROUND 19. WHERE EXISTING TOILET ROOMS OR BATHING ROOMS DO NOT COMPLY WITH 11B-603 TOILET AND BATHING a� SURFACES GENERAL AND SHALL BE SLOPED 1:48 (2.083%) MAXIMUM IN ANY DIRECTION. WHERE DRAINS ARE ROOMS, THE TOILET ROOMS OR BATHING ROOMS COMPLYING WITH 11 B-603 TOILET AND BATHING ROOMS "af - mU E. PLUMBING FIXTURES AND FACILITIES 32. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL PROVIDED GRATE OPENINGS SHALL BE INCH MAXIMUM AND FLUSH WITH THE FLOOR SURFACE. §11B-608.9 SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY(ISA)COMPLYING WITH 11 B-703.7.2.1 a.6 COMPLY WITH SECTION 11B-309.4 OPERATION EXCEPT THEY SHALL BE LOCATED 44 INCHES MAXIMUM ABOVE ISA. §11B-216.8 7 Z� DRINKING FOUNTAINS THE FLOOR. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET EXCEPT IN 62. WHEN A SOAP DISH IS PROVIDED, IT SHALL BE LOCATED ON THE CONTROL WALL AT A MAXIMUM HEIGHT OF ` �co AMBULATORY ACCESSIBLE COMPARTMENTS COMPLYING WITH SECTION 11B-604.8.2 AMBULATORY ACCESSIBLE 40 INCHES ABOVE THE SHOWER FLOOR,AND WITHIN REACH LIMITS FROM THE SEAT. §11B-608.9 20. WHERE CLUSTERED SINGLE USER TOILET ROOMS OR BATHING FACILITIES ARE PERMITTED TO USE 1 W z� 1. WHERE DRINKING FOUNTAINS ARE PROVIDED ON AN EXTERIOR SITE, ON A FLOOR, OR WITHIN A SECURED AREA COMPARTMENTS. §11B-604.6 EXCEPTIONS TO 11 B-213.2 TOILET AND BATHING ROOMS, TOILET ROOMS OR BATHING FACILITIES COMPLYING ui THEY SHALL BE PROVIDED IN ACCORDANCE WITH 11B-211 DRINKING FOUNTAINS. §11B-211.1 (SEE EXCEPTION) GRAB BARS WITH 11B-603 TOILET AND BATHING ROOMS SHALL BE IDENTIFIED BY THE 75 oZ 33. TOILET PAPER DISPENSERS SHALL COMPLY WITH SECTION 11 B-309.4 OPERATION AND SHALL BE 7 INCHES INTERNATIONAL SYMBOL OF ACCESSIBILITY(ISA)COMPLYING WITH 11 B-703.7.2.1 ISA UNLESS ALL TOILET 2. NO FEWER THAN TWO DRINKING FOUNTAINS SHALL BE PROVIDED. ONE DRINKING FOUNTAIN SHALL COMPLY WITH MINIMUM AND 9 INCHES MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE 63. GRAB BARS WITH CIRCULAR CROSS SECTION IN TOILET FACILITIES AND BATHING FACILITIES SHALL HAVE AN ROOMS AND BATHING FACILITIES COMPLY WITH 11B-603 TOILET AND BATHING ROOMS. §11B-216.8 W �W 11B-602.1 THROUGH 11B-602.6 AND ONE DRINKING FOUNTAIN SHALL COMPLY WITH 11B-602.7 DRINKING FOUNTAINS DISPENSER.THE OUTLET OF THE DISPENSER SHALL BE BELOW THE GRAB BAR, 19 INCHES MINIMUM ABOVE THE OUTSIDE DIAMETER OF 1'/4 INCHES MINIMUM AND 2 INCHES MAXIMUM. §11B-609.2.1 �>- FOR STANDING PERSONS. §1113-211.2 (SEE EXCEPTION) FINISH FLOOR AND SHALL NOT BE LOCATED BEHIND THE GRAB BARS. DISPENSERS SHALL NOT BE OF A TYPE 21. EXISTING BUILDINGS THAT HAVE BEEN REMODELED TO PROVIDE SPECIFIC TOILET ROOMS OR BATHING > z< THAT CONTROL DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. §11B-604.7 64. GRAB BARS WITH NON-CIRCULAR CROSS SECTIONS SHALL HAVE A CROSS-SECTION DIMENSION OF 2 INCHES ROOMS FOR PUBLIC USE THAT COMPLY WITH THESE BUILDING STANDARDS SHALL HAVE THE LOCATION OF O 2 3. WHERE MORE THAN THE MINIMUM NUMBER OF DRINKING FOUNTAINS SPECIFIED IN 11B-211.2 ARE PROVIDED, 50 MAXIMUM AND A PERIMETER DIMENSION OF 4 INCHES MINIMUM AND 4.8 INCHES MAXIMUM. §11B-609.2.2 AND THE DIRECTIONS TO THESE ROOMS POSTED IN OR NEAR THE BUILDING LOBBY OR ENTRANCE ON A SIGN / o= PERCENT OF THE TOTAL NUMBER OF DRINKING FOUNTAINS PROVIDED SHALL COMPLY WITH 11 B-602.1 THROUGH 11 B- 34. WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTS SHALL MEET THE REQUIREMENTS OF SECTIONS 11 B- COMPLYING WITH 11 B-703.5 VISUAL CHARACTERS, INCLUDING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY 0 a� 602.6, AND 50 PERCENT OF THE TOTAL NUMBER OF DRINKING FOUNTAINS PROVIDED SHALL COMPLY WITH 11 B-602.7 604.8.1 WHEELCHAIR ACCESSIBLE COMPARTMENTS AND 11 B-604.8.3 COAT HOOKS AND SHELVES. 65. SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1'/2 INCHES. THE SPACE BETWEEN THE GRAB BAR (ISA)COMPLYING WITH 11 B-703.7.2.1 ISA. §11B-216.8 �of DRINKING FOUNTAINS FOR STANDING PERSONS. §11B-211.3 SEE EXCEPTION COMPARTMENTS CONTAINING MORE THAN ONE PLUMBING FIXTURE SHALL COMPLY WITH SECTION 11B-603 TOILET AND PROJECTING OBJECTS BELOW AND AT THE ENDS SHALL BE 1'/2 INCHES MINIMUM. THE SPACE BETWEEN THE 0- DEL 2 AND BATHING ROOMS. AMBULATORY ACCESSIBLE COMPARTMENTS SHALL COMPLY WITH SECTIONS 11B-604.8.2 GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 12 INCHES MINIMUM. §11B-609.3 22. IDENTIFICATION AND DIRECTIONAL SIGNS FOR PUBLIC TTYS SHALL BE PROVIDED IN ACCORDANCE WITH 5 oQ 4. DRINKING FOUNTAINS SHALL COMPLY WITH SECTIONS 11B-307 PROTRUDING OBJECTS AND 11B-602 GENERAL AMBULATORY ACCESSIBLE COMPARTMENTS AND 11B-604.8.3 COAT HOOKS AND SHELVES. §11B-604.8 11B-216.9 TTYS. §11B-216.9 °'o REQUIREMENTS. §11B-602.1 66. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33 INCHES MINIMUM AND 36 INCHES MAXIMUM �5o o� 35.WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES WIDE MINIMUM MEASURE PERPENDICULAR TO ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE EXCEPT THAT AT WATER a. PUBLIC TTYS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF TTY COMPLYING WITH 11 B-703.7.2.2 o- J 5. UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH SECTION 11B 305 CLEAR FLOOR OR THE SIDE WALL AND 56 INCHES DEEP MINIMUM FOR WALL HUNG WATER CLOSETS AND 59 INCHES DEEP MINIMUM CLOSETS FOR CHILDREN'S USE COMPLYING WITH SECTION 11B 604.9 WATER CLOSETS AND TOILET INTERNATIONAL SYMBOL OF TTY. §11B-216.9.1 Wa.F GROUND SPACE POSITIONED FOR A FORWARD APPROACH AND CENTERED ON THE UNIT. KNEE AND TOE CLEARANCE FOR FLOOR MOUNTED WATER CLOSETS MEASURED PERPENDICULAR TO THE REAR WALL. WHEELCHAIR COMPARTMENTS FOR CHILDREN'S USE, GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION 18 INCHES z (D° COMPLYING WITH SECTION 11 13-306 KNEE AND TOE CLEARANCE SHALL BE PROVIDED. §11B-602.2 ACCESSIBLE COMPARTMENTS FOR CHILDREN'S USE SHALL BE 60 INCHES WIDE MINIMUM MEASURED MINIMUM AND 27 INCHES MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING b. DIRECTIONAL SIGNS INDICATING THE LOCATION OF THE NEAREST PUBLIC TTY SHALL BE PROVIDED AT ALL >D co PERPENDICULAR TO THE SIDE WALL,AND 59 INCHES DEEP MINIMUM FOR WALL HUNG AND FLOOR MOUNTED SURFACE. §11B-609.4 BANKS OF PUBLIC PAY TELEPHONES NOT CONTAINING A PUBLIC TTY. IN ADDITION, WHERE SIGNS PROVIDE aO0 6. WHERE DRINKING FOUNTAINS ARE USED BY CHILDREN, A PARALLEL APPROACH COMPLYING WITH SECTION 11 B- WATER CLOSETS MEASURED PERPENDICULAR TO THE REAR WALL. §11B-604.8.1.1 DIRECTION TO PUBLIC PAY TELEPHONES, THEY SHALL ALSO PROVIDE DIRECTION TO PUBLIC TTYS. IF A z 0 0 305 CLEAR FLOOR OR GROUND SURFACES SHALL BE PERMITTED AT UNITS WHERE THE SPOUT IS 30 INCHES MAXIMUM 67. THE TOP OF BATHTUB SEATS SHALL BE 17 INCHES MINIMUM AND 19 INCHES MAXIMUM ABOVE THE BATHROOM FACILITY HAS NO BANKS OF TELEPHONES, THE DIRECTIONAL SIGNAGE SHALL BE PROVIDED AT THE �/ N VJ W KU ABOVE THE FINISH FLOOR OR GROUND AND IS 3'/z" MAXIMUM FROM THE FRONT EDGE OF THE UNIT, INCLUDING 36. IN A WHEELCHAIR ACCESSIBLE COMPARTMENT WITH AN IN-SWING DOOR,A MINIMUM 60 INCHES WIDE BY 36 FINISH FLOOR. §11B-610.2 ENTRANCE OR IN A BUILDING DIRECTORY. DIRECTIONAL SIGNS SHALL COMPLY WITH 11B-703.5 AND SHALL o? BUMPERS. §11B-602.2 EXCEPTION INCHES DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE CLEARANCE REQUIRED IN SECTION INCLUDE THE INTERNATIONAL SYMBOL OF TTY COMPLYING WITH 1 1 B-703.7.2.2.§11B-216.9.2 DZ 11 B-604.8.1.1 WHEELCHAIR ACCESSIBLE COMPARTMENT SIZE. §11B-604.8.1.1.1, FIGURES 11B-604.8.1.1.2(B)AND 68. THE DEPTH OF A REMOVABLE IN-TUB SEAT SHALL BE 15 INCHES MINIMUM AND 16 INCHES MAXIMUM. §11B- � <w 7. SPOUT OUTLETS SHALL BE 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. §11B-602.4 11B-604.8.1.1.3(B) 610.2 23. EACH ASSEMBLY AREA REQUIRED BY 11 B-219 ASSISTIVE LISTENING SYSTEMS TO PROVIDE ASSISTIVE O 1 > LISTENING SYSTEMS SHALL PROVIDE SIGNS INFORMING PATRONS OF THE AVAILABILITY OF THE ASSISTIVE uj EE o 8. THE SPOUT SHALL BE LOCATED 15 INCHES MINIMUM FROM THE VERTICAL SUPPORT AND 5 INCHES MAXIMUM FROM 37. IN A WHEELCHAIR ACCESSIBLE COMPARTMENT WITH A SIDE-OPENING DOOR, EITHER IN-SWINGING OR OUT- 69. DIMENSION SHOWER SEATS COMPLIANT WITH FIGURES 11 B-610.3 EXTENT OF SEAT, 11 B-610.3.1 LISTENING SYSTEM. THE SIGN SHALL INCLUDE WORDING THAT STATES"ASSISTIVE-LISTENING SYSTEM z z D 2 THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. §11B-602.5 SWINGING, A MINIMUM 60 INCHES WIDE AND 60 INCHES DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT RECTANGULAR SHOWER SEAT OR 11B-610.3.2 L-SHAPED SHOWER SEAT. §11B-610.3, 11B-610.3.1, 11B-610.3.2 AVAILABLE"AND SHALL BE POSTED IN A PROMINENT PLACE AT OR NEAR THE ASSEMBLY AREA ENTRANCE. oU) OF THE WATER CLOSET. §11B-604.8.1.1.2, FIGURE 11B-604.8.1.1.2 ASSISTIVE LISTENING SIGNS SHALL COMPLY WITH 11B-703.5 VISUAL CHARACTERS AND SHALL INCLUDE THE O of wo 9. THE SPOUT SHALL PROVIDE A FLOW OF WATER 41NCHES HIGH MINIMUM AND SHALL BE LOCATED 5 INCHES F. COMMUNICATION ELEMENTS AND FEATURES INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS COMPLYING WITH 1 1 B-703.7.2.4 ASSISTIVE LISTENING z o= MAXIMUM FROM THE FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY 38. IN A WHEEL CHAIR ACCESSIBLE COMPARTMENT WITH END-OPENING DOOR (FACING WATER CLOSET), EITHER SYSTEMS.§11B-216.10 (SEE EXCEPTION) � � RELATIVE TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 3 INCHES FROM THE FRONT IN-SWINGING OR OUT-SWINGING,A MINIMUM 60 INCHES WIDE AND 48 INCHES DEEP MANEUVERING SPACE SHALL FIRE ALARM SYSTEMS LLI w OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES MAXIMUM. WHERE SPOUTS ARE LOCATED BE PROVIDED IN FRONT OF THE WATER CLOSET. §11B-604.8.1.1.3, FIGURE 11B-604.8.1.1.3 24. WHERE MORE THAN ONE CHECK-OUT AISLE IS PROVIDED, CHECK-OUT AISLES COMPLYING WITH 11 B-904.3 J BETWEEN 3 INCHES AND 5 INCHES MAXIMUM FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM 1. WHERE FIRE ALARM SYSTEMS PROVIDE AUDIBLE ALARM COVERAGE,ALARMS SHALL COMPLY WITH 11 B-215 CHECK-OUT AISLES SHALL BE IDENTIFIED BY A SIGN COMPLYING WITH 11 B-904.3.4 IDENTIFICATION SIGN. M z o Z SHALL BE 15 DEGREES MAXIMUM. §11B-602.6 39. TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLY WITH SECTION 11B-404 FIRE ALARM SYSTEMS. §11B-215.1 (SEE EXCEPTION) WHERE CHECK-OUT AISLES ARE IDENTIFIED BY NUMBERS, LETTERS, OR FUNCTIONS, SIGNS IDENTIFYING W W oo Z_ 10. SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING PERSONS SHALL BE 38 INCHES MINIMUM AND 43 INCHES DOORS, DOORWAYS,AND GATES EXCEPT THAT IF THE APPROACH IS FROM THE PUSH SIDE OF THE CHECK-OUT AISLES COMPLYING WITH 11 B-904.3 CHECK-OUT AISLES SHALL BE LOCATED IN THE SAME > L O W o MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. §11B-602.7 COMPARTMENT DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION 2.ALARMS IN PUBLIC USE AREAS AND COMMON USE AREAS SHALL COMPLY WITH 702 CHAPTER 9, SECTION LOCATION AS THE CHECK-OUT AISLE IDENTIFICATION. §11B-216.11 (SEE EXCEPTION) Q CD => SHALL BE 48 INCHES MINIMUM MEASURED PERPENDICULAR TO THE COMPARTMENT DOOR IN ITS CLOSED POSITION. 907.5.2.3.1. §11B-215.2 LLJ ILLo= 11. WALL-AND POST-MOUNTED CANTILEVERED DRINKING FOUNTAINS SHALL BE 18 INCHES MINIMUM AND 19 INCHES DOOR SHALL BE LOCATED IN FRONT PARTITION OR IN THE SIDE WALL OR PARTITION FARTHEST FROM THE WATER 25. SIGNS IDENTIFYING THE TYPE OF ACCESS PROVIDED ON AMUSEMENT RIDES SHALL BE PROVIDED AT V) O Q �o MAXIMUM IN DEPTH. §11B-602.8 CLOSET. §11B-604.8.1.2 3.WHERE EMPLOYEE WORK AREAS HAVE AUDIBLE ALARM COVERAGE, THE WIRING SYSTEM SHALL BE DESIGNED ENTRIES TO QUEUES AND WAITING LINES. IN ADDITION, WHERE ACCESSIBLE UNLOAD AREAS ALSO SERVE AS w I () go SO THAT VISIBLE ALARMS COMPLYING WITH 702 CHAPTER 9, SECTION 907.5.2.3.2 CAN BE INTEGRATED INTO THE ACCESSIBLE LOAD AREAS, SIGNS INDICATING THE LOCATION OF THE ACCESSIBLE LOAD AND UNLOAD AREAS Z Z =o 12. ALL DRINKING FOUNTAINS SHALL EITHER BE LOCATED COMPLETELY WITHIN ALCOVES, POSITIONED COMPLETELY 40. WHERE TOILET COMPARTMENT DOORS ARE LOCATED IN THE FRONT PARTITION, THE DOOR OPENING SHALL BE ALARM SYSTEM. §11B-215.3 SHALL BE PROVIDED AT ENTRIES TO QUEUES AND WAITING LINES. SIGNS SHALL COMPLY WITH 11B-703.5 U Q 0 wa BETWEEN WING WALLS, OR OTHERWISE POSITIONED SO AS NOT TO ENCROACH INTO PEDESTRIAN WAYS. THE 4 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. WHERE LOCATED VISUAL CHARACTERS AND SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH r , (n z o`-' PROTECTED AREA WITHIN SUCH A DRINKING FOUNTAIN IS LOCATED SHALL BE 32 INCHES WIDE MINIMUM AND 18 IN THE SIDE WALL OR PARTITION, THE DOOR OPENING SHALL BE 4 INCHES MAXIMUM FROM THE FRONT PARTITION 4. GUEST ROOMS REQUIRED TO COMPLY WITH 11B-224.4 GUEST ROOMS WITH COMMUNICATION FEATURES 11B-703.7.2.1 ISA. §11B-216.12 V 0 IY 0o INCHES DEEP MINIMUM, AND SHALL COMPLY WITH SECTION 11 B-305.7 MANEUVERING CLEARANCE. WHEN USED, WING AND THE DOOR SHALL BE SELF-CLOSING. §11B-604.8.1.2 SHALL PROVIDE ALARMS COMPLYING WITH 702 CHAPTER 9, SECTION 907.5.2.3.3. §11B-215.4 U ; o z WALLS OR BARRIERS SHALL PROTECT HORIZONTALLY AT LEAST AS FAR AS THE DRINKING FOUNTAIN AND TO 26. WHERE CLEANER AIR SYMBOLS ARE PROVIDED, THEY SHALL COMPLY WITH 11 B-216.13 CLEANER AIR W° �� WITHIN 6 INCHES VERTICALLY FROM THE FLOOR OR GROUND SURFACE. §11B-602.9 41.A DOOR PULL COMPLYING WITH SECTION 11B-404.2.7 DOOR AND GATE HARDWARE SHALL BE PLACED ON 5. WHERE PROVIDED IN RESIDENTIAL DWELLING UNITS REQUIRED TO COMPLY WITH 11B-809.5 RESIDENTIAL SYMBOL. �D BOTH SIDES OF THE DOOR NEAR THE LATCH. DOOR SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR UNITS WITH COMMUNICATION FEATURES,ALARMS SHALL COMPLY WITH 702 CHAPTER 9, SECTION 907.5.2.3.4. § W co TOILET AND BATHING ROOM CLEARANCES CLEARANCE REQUIRED FOR ANY FIXTURE. DOORS MAY SWING INTO THAT PORTION OF THE MANEUVERING SPACE 11 B-215.4 27. SIGNS SHALL COMPLY WITH 11 B-703 SIGNS. WHERE BOTH VISUAL AND TACTILE CHARACTERS ARE ?o WHICH DOES NOT OVERLAP THE CLEARANCE REQUIRED AT A WATER CLOSET. §1 1 B-604.8.1.2 (SEE EXCEPTION) REQUIRED, EITHER ONE SIGN WITH BOTH VISUAL AND TACTILE CHARACTERS, OR TWO SEPARATE SIGNS, ONE ISSUED FOR: DATE: ZZ 13. WHERE TOILET FACILITIES AND BATHING FACILITIES ARE PROVIDED, THEY SHALL COMPLY WITH 11B-213 TOILET 6. FIRE ALARM SYSTEMS SHALL HAVE PERMANENTLY INSTALLED AUDIBLE AND VISIBLE ALARMS COMPLYING WITH WITH VISUAL,AND ONE WITH TACTILE CHARACTERS, SHALL BE PROVIDED. §11B-703.1 �° FACILITIES AND BATHING FACILITIES. WHERE TOILET FACILITIES AND BATHING FACILITIES ARE PROVIDED IN FACILITIES 42.AT LEAST ONE SIDE PARTITION SHALL PROVIDE A TOE CLEARANCE OF 9 INCHES MINIMUM ABOVE THE FINISH NFPA 72 (1999 OR 2002 EDITION) (INCORPORATED BY REFERENCE, SEE"REFERENCED STANDARDS" IN CHAPTER SUBMITTAL SET 02.04.2014 0 PERMITTED BY 11B-206.2.3 MULTI-STORY BUILDINGS AND FACILITIES EXCEPTIONS 1 AND 2 NOT TO CONNECT STORIES FLOOR AND 6 INCHES DEEP MINIMUM BEYOND THE COMPARTMENT-SIDE FACE OF THE PARTITION, EXCLUSIVE OF 1), EXCEPT THAT THE MAXIMUM ALLOWABLE SOUND LEVEL OF AUDIBLE NOTIFICATION APPLIANCES COMPLYING a. SIGNS AS SPECIFIED IN SECTION 11B-703 SIGNS, OR IN OTHER SECTIONS OF THIS CODE,WHEN INCLUDED IN ¢°a BY AN ACCESSIBLE ROUTE, TOILET FACILITIES AND BATHING FACILITIES SHALL BE PROVIDED ON A STORY PARTITION SUPPORT MEMBERS. PARTITION COMPONENTS AT TOE CLEARANCES SHALL BE SMOOTH WITHOUT WITH SECTION 4-3.2.1 OF NFPA 72 (1999 EDITION)SHALL HAVE A SOUND LEVEL NO MORE THAN 110 DB AT THE THE CONSTRUCTION OF NEW BUILDINGS OR FACILITIES, OR WHEN INCLUDED,ALTERED OR REPLACED DUE TO Z 2 CONNECTED BY AN ACCESSIBLE ROUTE TO AN ACCESSIBLE ENTRANCE. §11B-213.1 SHARP EDGES OR ABRASIVE SURFACES. COMPARTMENTS FOR CHILDREN'S USE SHALL PROVIDE A TOE MINIMUM HEARING DISTANCE FROM THE AUDIBLE APPLIANCE. IN ADDITION, ALARMS IN GUEST ROOMS REQUIRED ADDITIONS,ALTERATIONS OR RENOVATIONS TO EXISTING BUILDINGS OR FACILITIES,AND WHEN A PERMIT IS Of ao CLEARANCE OF 12 INCHES MINIMUM ABOVE THE FINISH FLOOR. §11B-604.8.1.4 TO PROVIDE COMMUNICATION FEATURES SHALL COMPLY WITH SECTIONS 4-3 AND 4-4 OF NFPA 72 (1999 EDITION) REQUIRED, SHALL COMPLY WITH 11B-703.1.1.1 PLAN REVIEW AND 11B-703.1.1.2 INSPECTION. §11B-703.1.1 am 14.WHERE SEPARATE TOILET FACILITIES ARE PROVIDED FOR THE EXCLUSIVE USE OF SEPARATE USER GROUPS, THE OR SECTIONS 7.4 AND 7.5 OF NFPA 72 (2002 EDITION). AND CHAPTER 9, SECTIONS 907.5.2.1 AND 907.5.2.3. §11B- oX TOILET FACILITIES SERVING EACH USER GROUP SHALL COMPLY WITH 11 B-213 TOILET FACILITIES AND BATHING 43. GRAB BARS SHALL COMPLY WITH SECTION 11 B-609 GRAB BARS. A SIDE-WALL GRAB BAR COMPLYING WITH 702.1 b. PLANS, SPECIFICATIONS OR OTHER INFORMATION INDICATING COMPLIANCE WITH THESE REGULATIONS w> FACILITIES. §11B-213.1.1 SECTION 11B-604.5.1 SIDE WALL SHALL BE PROVIDED AND SHALL BE LOCATED ON THE WALL CLOSEST TO THE SHALL BE SUBMITTED TO THE ENFORCING AGENCY FOR REVIEW AND APPROVAL. §11B-703.1.1.1 Q WATER CLOSET. IN ADDITION, A REAR-WALL GRAB BAR COMPLYING WITH SECTION 11 B-604.5.2 REAR WALL SIGNS REVISIONS: 0 n o� 15. WHERE TOILET ROOMS ARE PROVIDED, EACH TOILET ROOM SHALL COMPLY WITH 11 B-603 TOILET AND BATHING SHALL BE PROVIDED. WHERE SEPARATE GRAB BARS ARE REQUIRED ON ADJACENT WALLS AT A COMMON c. SIGNS AND IDENTIFICATION DEVICES SHALL BE FIELD INSPECTED AFTER INSTALLATION AND APPROVED BY NO. DESCRIPTION DATE ISSUED J Z ROOMS. WHERE BATHING ROOMS ARE PROVIDED, EACH BATHING ROOM SHALL COMPLY WITH 11 B-603 TOILET AND MOUNTING HEIGHT, AN L-SHAPED GRAB BAR MEETING THE DIMENSIONAL REQUIREMENTS OF SECTIONS 11 B- 7. EXCEPT BUILDING DIRECTORIES, MENUS, SEAT AND ROW DESIGNATIONS IN ASSEMBLY AREAS, OCCUPANT THE ENFORCING AGENCY PRIOR TO THE ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY PER CHAPTER 1, o BATHING ROOMS. §11B-213.2 SEE EXCEPTIONS 604.5.1 SIDE WALL AND 11B-604.5.2 REAR WALL SHALL BE PERMITTED. §11B-604.8.1.5 NAMES, BUILDING ADDRESSES, AND COMPANY NAMES AND LOGOS, NEW OR ALTERED SIGNS SHALL BE DIVISION II, SECTION 111, OR FINAL APPROVAL WHERE NO CERTIFICATE OF OCCUPANCY IS ISSUED. THE U)m PROVIDED IN ACCORDANCE WITH 11 B-216 SIGNS AND SHALL COMPLY WITH 11 B-703 SIGNS. THE ADDITION OF OR INSPECTION SHALL INCLUDE, BUT NOT BE LIMITED TO,VERIFICATION THAT BRAILLE DOTS AND CELLS ARE 1 PLANCHECK 04.11.2014 U)Of COMMENTS co 16. UNISEX TOILET ROOMS SHALL CONTAIN NOT MORE THAN ONE LAVATORY,AND NOT MORE THAN TWO WATER 44.AMBULATORY ACCESSIBLE COMPARTMENTS SHALL HAVE A DEPTH OF 35 INCHES MINIMUM AND 37 INCHES REPLACEMENT OF SIGNS SHALL NOT TRIGGER ANY ADDITIONAL PATH OF TRAVEL REQUIREMENTS. §11B-216.1 PROPERLY SPACED AND THE SIZE, PROPORTION AND TYPE OF RAISED CHARACTERS ARE IN COMPLIANCE z0 CLOSETS WITHOUT URINALS OR ONE WATER CLOSET AND ONE URINAL. UNISEX BATHING ROOMS SHALL CONTAIN MAXIMUM.§11B-604.8.2.1 WITH THESE REGULATIONS. §11B-703.1.1.2 °Q ONE SHOWER OR ONE SHOWER AND ONE BATHTUB, ONE LAVATORY,AND ONE WATER CLOSET. DOORS TO UNISEX 8. IN PARKING FACILITIES, SIGNS PROVIDED SOLELY FOR THE OPERATION OF VEHICLES SHALL NOT BE REQUIRED °co - TOILET ROOMS AND UNISEX BATHING ROOMS SHALL HAVE PRIVACY LATCHES. §11B-213.2.1 45. WATER CLOSETS AND TOILET COMPARTMENTS FOR CHILDREN'S USE SHALL COMPLY WITH SECTION 11B-604.9 TO COMPLY WITH 11B-216.2 DESIGNATIONS, 11B-216.3 DIRECTIONAL AND INFORMATIONAL SIGNS, AND 11B-216.6 28. RAISED CHARACTERS SHALL COMPLY WITH 11B-703.2 RAISED CHARACTERS AND SHALL BE DUPLICATED IN IU) WATER CLOSETS AND TOILET COMPARTMENTS FOR CHILDREN'S USE AND FOLLOW SUGGESTED DIMENSIONS ON THROUGH 11 B-216.12. BRAILLE COMPLYING WITH 11 B-703.3 BRAILLE. RAISED CHARACTERS SHALL BE INSTALLED IN ACCORDANCE o Er 17. COMMON-USE UNISEX TOILET ROOMS FOR EXCLUSIVE PATIENT USE NOT LOCATED WITHIN PATIENT BEDROOMS TABLE 11B-604.9. §11B-604.9 WITH 11B-703.4 INSTALLATION HEIGHT AND LOCATION. §11B-703.2 �° SHALL CONTAIN A LAVATORY AND ONE WATER CLOSET. §11B-213.2.2 9. TEMPORARY, 7 DAYS OR LESS, SIGNS SHALL NOT BE REQUIRED TO COMPLY WITH 11 B-216 SIGNS. U)w 46. URINALS SHALL BE THE STALL-TYPE OR THE WALL-HUNG TYPE WITH THE RIM 17 INCHES MAXIMUM ABOVE a. RAISED CHARACTERS SHALL BE 1/32 INCH MINIMUM ABOVE THEIR BACKGROUND. §11B-703.2.1 Y Q 18. COMMON-USE UNISEX BATHING ROOMS FOR EXCLUSIVE PATIENT USE NOT LOCATED WITHIN PATIENT BEDROOMS THE FINISH FLOOR OR GROUND. URINALS SHALL BE 13'/2 INCHES DEEP MINIMUM MEASURED FROM THE OUTER 10. IN DETENTION AND CORRECTIONAL FACILITIES, SIGNS NOT LOCATED IN PUBLIC USE AREAS SHALL NOT BE o of SHALL CONTAIN ONE SHOWER OR ONE BATHTUB, ONE LAVATORY, AND ONE WATER CLOSET. §11B-213.2.3 FACE OF THE URINAL RIM TO THE BACK OF THE FIXTURE. §11B-605.2 REQUIRED TO COMPLY WITH 11 B-216 SIGNS. b. CHARACTERS SHALL BE UPPERCASE. §11B-703.2.2 w o �o 19. PLUMBING FIXTURES AND ACCESSORIES PROVIDED IN A TOILET ROOM OR BATHING ROOM REQUIRED TO COMPLY 47.A CLEAR FLOOR SPACE OR GROUND SPACE COMPLYING WITH SECTION 11 B-305 CLEAR FLOOR OR GROUND 11. INTERIOR AND EXTERIOR SIGNS IDENTIFYING PERMANENT ROOMS AND SPACES SHALL COMPLY WITH 11 B- c. CHARACTERS SHALL BE SANS SERIF. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY WITH 11 B-213.2 TOILET AND BATHING ROOMS SHALL COMPLY WITH 11 B-213.3 PLUMBING FIXTURES AND SPACE POSITIONED FOR FORWARD APPROACH SHALL BE PROVIDED. §11B-605.3 703.1 DECORATIVE, OR OF OTHER UNUSUAL FORMS. §11B-703.2.3 ACCESSORIES. §11 B-213.3 GENERAL, 11 B-703.2 RAISED CHARACTERS, 11 B-703.3 BRAILLE AND 11 B-703.5 VISUAL CHARACTERS.WHERE PICTOGRAMS ARE PROVIDED AS DESIGNATIONS OF PERMANENT INTERIOR ROOMS AND SPACES, THE d. CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER"O" IS 55 20. DOOR SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. OTHER PICTOGRAMS SHALL COMPLY WITH 11 B-703.6 PICTOGRAMS AND SHALL HAVE TEXT DESCRIPTORS COMPLYING 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER"I". §11B- THAN THE DOOR TO THE ACCESSIBLE WATER CLOSET COMPARTMENT,A DOOR IN ANY POSITION, MAY ENCROACH WITH 11 B-703.2 AND 11 B-703.5. §11B-216.2(SEE EXCEPTION) 703.2.4. INTO THE TURNING SPACE BY 12 INCHES MAXIMUM. §11B-603.2.3 12. SIGNS THAT PROVIDE DIRECTION TO OR INFORMATION ABOUT INTERIOR AND EXTERIOR SPACES AND e. CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8 INCH FACILITIES OF THE SITE SHALL COMPLY WITH 11B-703.5 VISUAL CHARACTERS. §1113-216.3 MINIMUM AND 2 INCHES MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER"I". §11B-703.2.5 A4 ACCESSIBILITY NOTES PRINTED: 7/15/2014 2:03:08 PM BID SET 0701502014 f. STROKE THICKNESS OF THE UPPERCASE LETTER"I" SHALL BE 15 PERCENT MAXIMUM OF THE HEIGHT OF THE g. MEN'S TOILET AND BATHING FACILITIES SHALL BE IDENTIFIED BY AN EQUILATERAL TRIANGLE, '/4 INCH THICK H. BUILT-IN ELEMENTS CHARACTER. §11B-703.2.E WITH EDGES 12 INCHES LONG AND A VERTEX POINTING UPWARD. THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. §11 B-703.7.2.6.1 DINING SURFACES AND WORK SURFACES g. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT RAISED CHARACTERS WITHIN A MESSAGE, EXCLUDING WORD SPACES. WHERE CHARACTERS HAVE RECTANGULAR h.WOMEN'S TOILET AND BATHING FACILITIES SHALL BE IDENTIFIED BY A CIRCLE, '/4 INCH THICK AND 12 INCHES 1. DINING SURFACES AND WORK SURFACES SHALL COMPLY WITH 11 B-902.2 AND 11 B-902.3. (SEE EXCEPTION) CROSS SECTIONS, SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1/8 INCH MINIMUM AND 4 IN DIAMETER. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM. WHERE CHARACTERS HAVE OTHER CROSS BACKGROUND OR DARK ON A LIGHT BACKGROUND. §11B-703.7.2.6.2 2. A CLEAR FLOOR SPACE COMPLYING WITH 11B-305 POSITIONED FOR A FORWARD APPROACH SHALL BE SECTIONS, SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1/16 INCH MINIMUM AND 4 TIMES PROVIDED. KNEE AND TOE CLEARANCE COMPLYING WITH 11B-306 SHALL BE PROVIDED. §11113-902.2 THE RAISED CHARACTER STROKE WIDTH MAXIMUM AT THE BASE OF THE CROSS SECTIONS,AND 1/8 INCH L UNISEX TOILET AND BATHING FACILITIES SHALL BE IDENTIFIED BY A CIRCLE, '/4 INCH THICK AND 12 INCHES IN MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM AT THE TOP OF THE CROSS DIAMETER WITH A'/4 INCH THICK TRIANGLE WITH A VERTEX POINTING UPWARD SUPERIMPOSED ON THE 3. THE TOPS OF DINING SURFACES AND WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES SECTIONS. CHARACTERS SHALL BE SEPARATED FROM RAISED BORDERS AND DECORATIVE ELEMENTS 3/8 CIRCLE AND WITHIN THE 12-INCH DIAMETER. THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE CIRCLE MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. §11B-902.3 INCH MINIMUM. §11B-703.2.7 SYMBOL, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT 4. ACCESSIBLE DINING SURFACES AND WORK SURFACES FOR CHILDREN'S USE SHALL COMPLY WITH 11 B- h. SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF RAISED CHARACTERS WITHIN A MESSAGE BACKGROUND. §11B-703.7.2.6.3 902.4. §11B-902.4(SEE EXCEPTION) SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE RAISED CHARACTER HEIGHT. §11B- 703.2.8 j. EDGES OF RADIUS OF% II GNS SHALL BE NCH. §11B 703. 2.6.4 ROUNDED, CHAMFERED OR EASED. CORNERS OF SIGNS SHALL HAVE A MINIMUM 5. WHERE DINING PERCENT OFT E SEATING ES ARE SPACES AONDDSTD FOR THE AND STANDING SPACES AT HE DINING OF OD OR SURFACESNK,AT LEAST 5 SHALL COMPLY WITH S I M O N G LOVER INC. L TEXT SHALL BE IN A HORIZONTAL FORMAT. §11B-703.2.9 11B-902. IN ADDITION, WHERE WORK SURFACES ARE PROVIDED FOR USE BY OTHER THAN EMPLOYEES,AT TELEPHONES LEAST 5 PERCENT SHALL COMPLY WITH 11 B-902. §11B-226.1 (SEE EXCEPTIONS) 3293 PACIFIC AVENUE 29. BRAILLE SHALL BE CONTRACTED (GRADE 2)AND SHALL COMPLY WITH 11 B-703.3 BRAILLE AND 11 B-703.4 LONG BEACH, CA 90807 INSTALLATION HEIGHT AND LOCATION. §11113-703.3 35. WHERE COIN-OPERATED PUBLIC PAY TELEPHONES, COINLESS PUBLIC PAY TELEPHONES, PUBLIC CLOSED- 6. DINING SURFACES AND WORK SURFACES REQUIRED TO COMPLY WITH 11 B-902 SHALL BE DISPERSED PH: 562.279.0050 CIRCUIT TELEPHONES, PUBLIC COURTESY PHONES, OR OTHER TYPES OF PUBLIC TELEPHONES ARE THROUGHOUT THE SPACE OR FACILITY CONTAINING DINING SURFACES AND WORK SURFACES FOR EACH © 2005 SIMONGLOVER INC. ALL a. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH TABLE 11 B-703.3.1. PROVIDED, PUBLIC TELEPHONES SHALL BE PROVIDED IN ACCORDANCE WITH 11 B-217 TELEPHONES FOR EACH TYPE OF SEATING IN A FUNCTIONAL AREA. WORK SURFACES REQUIRED TO COMPLY WITH 11 B-902 SHALL BE THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE THE FIRST WORD OF TYPE OF PUBLIC TELEPHONE PROVIDED. FOR PURPOSES OF THIS SECTION, A BANK OF TELEPHONES SHALL DISPERSED THROUGHOUT THE SPACE OR FACILITY CONTAINING WORK SURFACES. §11113-226.2 RIGHTS RESERVED SENTENCES, PROPER NOUNS AND BE CONSIDERED TO BE TWO OR MORE ADJACENT TELEPHONES. §11 B-217.1 NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS,AND ACRONYMS. §11B-703.3.1 7. WHERE FOOD OR DRINK IS SERVED FOR CONSUMPTION AT A COUNTER EXCEEDING 34 INCHES IN HEIGHT, 36. EXCEPT DRIVE-UP ONLY PUBLIC TELEPHONES, WHERE PUBLIC TELEPHONES ARE PROVIDED,WHEELCHAIR A PORTION OF THE MAIN COUNTER 60 INCHES MINIMUM IN LENGTH SHALL BE PROVIDED IN COMPLIANCE b. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH ACCESSIBLE TELEPHONES COMPLYING WITH 11B-704.2 SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 11 B- WITH 11B-902.3. §11B-226.3 LEFT OR CENTERED. IF TEXT IS MULTI-LINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE 217.2. §11B-217.2 SHALL BE SEPARATED 3/8 INCH MINIMUM AND 1/2 INCH MAXIMUM FROM ANY OTHER TACTILE CHARACTERS 8. FOOD SERVICE LINES SHALL COMPLY WITH 11 B-904.5. WHERE SELF-SERVICE SHELVES ARE PROVIDED,AT AND 3/8 INCH MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS. §11B-703.3.2(SEE EXCEPTION) 37. PROVIDE ( )WHEELCHAIR ACCESSIBLE TELEPHONES IN ACCORDANCE WITH TABLE 11 B-217.2. LEAST 50 PERCENT, BUT NO FEWER THAN ONE, OF EACH TYPE PROVIDED SHALL COMPLY WITH 11 B-308. § �cJ�D ARcyi 11 B-227.4 30. SIGNS WITH TACTILE CHARACTERS SHALL COMPLY WITH 11B-703.4 INSTALLATION HEIGHT AND 38.ALL PUBLIC TELEPHONES SHALL HAVE VOLUME CONTROLS COMPLYING WITH 11B-704.3. §11B-217.3 V P�NEW E O LOCATION. §11B-703.4 9. QUEUES AND WAITING LINES SERVICING COUNTERS OR CHECK-OUT AISLES REQUIRED TO COMPLY WITH v 2 �_A 39. TTYS COMPLYING WITH 11B-704.4 SHALL BE PROVIDED IN ACCORDANCE WITH 11B-217.4. 11B-904.3 OR 11B-904.4 SHALL COMPLY WITH 11B-403. §11B-227.5 O C-29326 O a. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST TACTILE CHARACTER BRAILLE CELLS 40. WHERE A BANK OF TELEPHONES IN THE INTERIOR OF A BUILDING CONSISTS OF THREE OR MORE PUBLIC 10. COUNTERS IN FOOD SERVICE LINES SHALL COMPLY WITH 11B-904.5. §11113-904.5 10/31/15 AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE PAY TELEPHONES, AT LEAST ONE PUBLIC PAY TELEPHONE AT THE BANK SHALL BE PROVIDED WITH A SHELF A RENEWAL DATE OF THE HIGHEST TACTILE CHARACTER LINE OF RAISED CHARACTERS. §11B-703.4.1 (SEE EXCEPTION) AND AN ELECTRICAL OUTLET IN ACCORDANCE WITH 11B-704.5. §11B-217.5(SEE EXCEPTIONS) a. SELF-SERVICE SHELVES AND DISPENSING DEVICES FOR TABLEWARE, DISHWARE, CONDIMENTS, FOODb. AND BEVERAGES SHALL COMPLY WITH 11B-308. §11B-904.5.1 �` THE LATRCH SIDE.WHERE A TACTILE E A TACTILE SIGN IS DSIGN IS PROED AT A VIDED DED AT DOUBLE R, THE SIGN LDOORS L BE OWITH ONE CATED OACTIVE LEAF,E THE DOORTHE SIGN AT TWO-WAY COMMUNICATION SYSTEMS b. THE TOPS OF TRAY SLIDES SHALL BE 28 INCHES MINIMUM AND 34 INCHES MAXIMUM ABOVE THE FINISH OF C P`�`�O SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH 41. TWO-WAY COMMUNICATION SYSTEMS THAT ARE PROVIDED TO GAIN ADMITTANCE TO A BUILDING OR FLOOR OR GROUND. §11B-904.5.2 TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE FACILITY OR TO RESTRICTED AREAS WITHIN A BUILDING OR FACILITY SHALL PROVIDE BOTH AUDIBLE AND IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS VISUAL SIGNALS. HANDSET CORDS, IF PROVIDED, SHALL BE 29 INCHES LONG MINIMUM. §11B-230.1,§11113-708 BENCHES SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES MINIMUM BY 18 INCHES MINIMUM, CENTERED ON THE G. SPECIAL ROOMS, SPACES,AND ELEMENTS 11. CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 11 B-305 SHALL BE PROVIDED AND SHALL BE Z TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITIONED AT THE END OF THE BENCH SEAT AND PARALLEL TO THE SHORT AXIS OF THE BENCH. §11113- POSITION AND 45 DEGREE OPEN POSITION. WHERE PERMANENT IDENTIFICATION SIGNAGE IS PROVIDED FOR DRESSING, FITTING,AND LOCKER ROOMS 903.2 ROOMS AND SPACES THEY SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE ENTERS THE w ROOM OR SPACE. SIGNS THAT IDENTIFY EXITS SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS 1.WHERE DRESSING ROOMS, FITTING ROOMS, OR LOCKER ROOMS ARE PROVIDED, AT LEAST 5 PERCENT, BUT 12. BENCHES SHALL HAVE SEATS THAT ARE 48 INCHES LONG MINIMUM AND 20 INCHES DEEP MINIMUM AND 24 a Z ONE EXITS THE ROOM OR SPACE. 11B-703.4.2(SEE EXCEPTION) NO FEWER THAN ONE, OF EACH TYPE OF USE IN EACH CLUSTER PROVIDED SHALL COMPLY WITH THE INCHES DEEP MAXIMUM. §11B-903.3 0o FOLLOWING: §11113-222.1 AND§11113-803 a� 31.VISUAL CHARACTERS SHALL COMPLY WITH THE FOLLOWING, EXCEPT WHERE VISUAL CHARACTERS 13.THE BENCH SHALL PROVIDE FOR BACK SUPPORT OR SHALL BE AFFIXED TO A WALL ALONG ITS LONG oui (n COMPLY WITH 11 B-703.2 RAISED CHARACTERS AND ARE ACCOMPANIED BY BRAILLE COMPLYING WITH 11 B- a.A 60 INCH DIAMETER CIRCULAR TURNING SPACE OR A T-SHAPED TURNING SPACE COMPLYING WITH 11 B- DIMENSION. BACK SUPPORT SHALL BE 48 INCHES LONG MINIMUM AND SHALL EXTEND FROM A POINT 2 a 703.3 BRAILLE, THEY SHALL NOT BE REQUIRED TO COMPLY WITH 11 B-703.5.2 THROUGH 11 B-703.5.6, 11 B- 304.3.2 T-SHAPED SPACES SHALL BE PROVIDED WITHIN THE ROOM. INCHES MAXIMUM ABOVE THE SEAT SURFACE TO A POINT 18 INCHES MINIMUM ABOVE THE SEAT SURFACE. o a 703.5.8 AND 11 B-703.5.9: BACK SUPPORT SHALL BE 2'/2 INCHES MAXIMUM FROM THE REAR EDGE OF THE SEAT MEASURED a b. DOORS SHALL NOT SWING INTO THE ROOM UNLESS A TURNING SPACE IS PROVIDED BEYOND THE ARC OF HORIZONTALLY. §11113-903.4 Of mU a. CHARACTERS AND THEIR BACKGROUND SHALL HAVE ANON-GLARE FINISH. CHARACTERS SHALL THE DOOR SWING. a� CONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK 14.THE TOP OF THE BENCH SEAT SURFACE SHALL BE 17 INCHES MINIMUM AND 19 INCHES MAXIMUM ABOVE 7 z CHARACTERS ON A LIGHT BACKGROUND. §11B-703.5.1 c.A BENCH COMPLYING WITH 11B-903 BENCHES SHALL BE PROVIDED WITHIN THE ROOM. THE BENCH SEAT THE FINISH FLOOR OR GROUND. §11B-903.5 ` OP:co SHALL BE 48 INCH MINIMUM LONG, 20 TO 24 INCH DEEP, AND A CLEAR FLOOR SPACE COMPLYING WITH 11 B-305 1� W w b. CHARACTERS SHALL BE UPPERCASE OR LOWERCASE OR A COMBINATION OF BOTH. §11 B-703.5.2 CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED AT THE END OF THE BENCH SEAT AND PARALLEL TO 15. BENCHES SHALL BE AFFIXED TO THE WALL OR FLOOR.ALLOWABLE STRESSES SHALL NOT BE EXCEEDED ui� THE SHORT AXIS OF THE BENCH. THE BENCH SHALL PROVIDE FOR BACK SUPPORT OR SHALL BE AFFIXED TO A FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT 75 o Z c. CHARACTERS SHALL BE CONVENTIONAL IN FORM. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, WALL ALONG ITS LONG DIMENSION. THE TOP OF THE BENCH SEAT SHALL BE 17 TO 19 INCHES ABOVE THE ON THE SEAT, FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE. §11B-903.6 o� HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. §11B-703.5.3 FINISH FLOOR. BENCHES SHALL BE AFFIXED TO THE WALL OR FLOOR.ALLOWABLE STRESSES SHALL NOT BE W EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT 16. WHERE INSTALLED IN WET LOCATIONS, THE SURFACE OF THE SEAT SHALL BE SLIP RESISTANT AND a} d. CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER"O" IS 55 ANY POINT ON THE SEAT, FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE. SHALL NOT ACCUMULATE WATER. §11B-903.7 z 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER"1". §11B- O 2 703.5.4 d. COAT HOOKS SHALL BE NO HIGHER THAN 48 INCHES FROM THE FLOOR AND SHALL NOT BE LOCATED ABOVE CHECK-OUT AISLES AND SALES AND SERVICE COUNTERS o 0 THE BENCH OR OTHER SEATING IN THE ROOM. of e. MINIMUM CHARACTER HEIGHT SHALL COMPLY WITH TABLE 11 B-703.5.5. VIEWING DISTANCE SHALL BE 17.WHERE PROVIDED, CHECK-OUT AISLES, SALES COUNTERS, SERVICE COUNTERS, FOOD SERVICE LINES, EL 0 r1 ° MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE CHARACTER AND AN OBSTRUCTION PREVENTING e. SHELVES SHALL BE 40 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. QUEUES, AND WAITING LINES SHALL COMPLY WITH 11 B-227 AND 11 B-904. §11113-227.1 L.L FURTHER APPROACH TOWARDS THE SIGN. CHARACTER HEIGHT SHALL BE BASED ON THE UPPERCASE LETTER 5 a "1". §11B-703.5.5(SEE EXCEPTION) f. FULL-LENGTH MIRRORS,AT LEAST 18 INCHES WIDE BY 54 INCHES HIGH, SHALL BE INSTALLED WITH THE 18.WHERE CHECK-OUT AISLES ARE PROVIDED, CHECK-OUT AISLES COMPLYING WITH 11 B-904.3 SHALL BE °o BOTTOM EDGE OF THE REFLECTING SURFACE 20 INCHES MAXIMUM ABOVE THE FINISH FLOOR. MIRRORS PROVIDED IN ACCORDANCE WITH TABLE 11 B-227.2. WHERE CHECK-OUT AISLES SERVE DIFFERENT D uj C)� f.VISUAL CHARACTERS SHALL BE 40 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. §11B-703.5.E SHALL BE MOUNTED IN A POSITION AFFORDING A VIEW TO A PERSON ON THE BENCH AS WELL AS TO A FUNCTIONS, CHECK-OUT AISLES COMPLYING WITH 11B-904.3 SHALL BE PROVIDED IN ACCORDANCE WITH °� (SEE EXCEPTIONS) PERSON IN A STANDING POSITION. TABLE 11 B-227.2 FOR EACH FUNCTION. WHERE CHECK-OUT AISLES ARE DISPERSED THROUGHOUT THE u BUILDING OR FACILITY, CHECK-OUT AISLES COMPLYING WITH 11B-904.3 SHALL BE DISPERSED.WHEN CHECK- o° g. STROKE THICKNESS OF THE UPPERCASE LETTER"I" SHALL BE 10 PERCENT MINIMUM AND 20 PERCENT KITCHENS, KITCHENETTES AND WET BARS OUT AISLES ARE OPEN FOR CUSTOMER USE,A MINIMUM OF ONE ACCESSIBLE CHECK-OUT AISLE SHALL >D co MAXIMUM OF THE HEIGHT OF THE CHARACTER. §11B-703.5.7 ALWAYS BE AVAILABLE.AS CHECK-OUT AISLES ARE OPENED AND CLOSED BASED ON FLUCTUATING a00 2. DIMENSION 40 INCH MINIMUM CLEARANCE BETWEEN COUNTERS, APPLIANCES, OR CABINETS IN PASS CUSTOMER LEVELS, THE NUMBER OF ACCESSIBLE CHECK-OUT AISLES AVAILABLE SHALL COMPLY WITH z 0 0 WD h. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT THROUGH KITCHENS. PASS THROUGH KITCHENS SHALL HAVE TWO ENTRIES. §11B VJ-804.2.1 TABLE 11 B-227.2. WHEN NOT ALL CHECK-OUT AISLES ARE ACCESSIBLE,ACCESSIBLE CHECK-OUT AISLES �/ N W TU CHARACTERS, EXCLUDING WORD SPACES. SPACING BETWEEN INDIVIDUAL CHARACTERS SHALL BE 10 SHALL BE IDENTIFIED BY A SIGN COMPLYING WITH 11B-904.3.4. §11B-227.2(SEE EXCEPTION) o? PERCENT MINIMUM AND 35 PERCENT MAXIMUM OF CHARACTER HEIGHT. §11B-703.5.8 3. SINKS SHALL COMPLY WITH 1113-606 LAVATORIES AND SINKS. §11B-804.4 5Z 19.WHERE CHECK-OUT AISLES ARE ALTERED,AT LEAST ONE OF EACH CHECK-OUT AISLE SERVING EACH <w L SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF CHARACTERS WITHIN A MESSAGE SHALL BE 4.AT LEAST 50 PERCENT OF SHELF SPACE IN STORAGE FACILITIES SHALL COMPLY WITH 11 B-811 STORAGE. § FUNCTION SHALL COMPLY WITH 11 B-904.3 UNTIL THE NUMBER OF CHECK-OUT AISLES COMPLIES WITH 11 B- O 1 > Lu 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE CHARACTER HEIGHT. §11B-703.5.9 11B-804.5 227.2. §11B-227.2.1 Z E ~o �2 j.TEXT SHALL BE IN A HORIZONTAL FORMAT. §11B-703.5.10 5. KITCHEN APPLIANCES SHALL COMPLY WITH THE FOLLOWING: §11B-804.6 20.ALL PORTIONS OF COUNTERS REQUIRED TO COMPLY WITH 11B-904 SHALL BE LOCATED ADJACENT TO A oU) WALKING SURFACE COMPLYING WITH 11B-403. §11B-904.2 O wo 32. PICTOGRAMS SHALL COMPLY WITH THE FOLLOWING: a.A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 11 B-305 CLEAR FLOOR OR GROUND SPACE SHALL BE 7 PROVIDED AT EACH KITCHEN APPLIANCE. CLEAR FLOOR OR GROUND SPACES SHALL BE PERMITTED TO 21. CHECK-OUT AISLES SHALL COMPLY WITH THE FOLLOWING: L a. PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6 INCHES MINIMUM. CHARACTERS AND BRAILLE SHALL NOT OVERLAP. LLI w BE LOCATED IN THE PICTOGRAM FIELD. §11B-703.6.1 a.AISLES SHALL COMPLY WITH 1113-403. §116-904.3.1 J b.ALL APPLIANCE CONTROLS SHALL COMPLY WITH 11 B-309 OPERABLE PARTS. (SEE EXCEPTIONS) z o z b. PICTOGRAMS AND THEIR FIELD SHALL HAVE A NON-GLARE FINISH. PICTOGRAMS SHALL CONTRAST WITH b. THE COUNTER SURFACE HEIGHT SHALL BE 38 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. W oo THEIR FIELD WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A LIGHT FIELD. § c. CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED ADJACENT TO THE DISHWASHER DOOR. THE THE TOP OF THE COUNTER EDGE PROTECTION SHALL BE 2 INCHES MAXIMUM ABOVE THE TOP OF THE > > o Z 11B-703.6.2 DISHWASHER DOOR, IN THE OPEN POSITION, SHALL NOT OBSTRUCT THE CLEAR FLOOR OR GROUND SPACE COUNTER SURFACE ON THE AISLE SIDE OF THE CHECK-OUT COUNTER. §11B-904.3.2 Q U) W o =-> FOR THE DISHWASHER OR THE SINK. �^^ LLJ o ui ILL c. PICTOGRAMS SHALL HAVE TEXT DESCRIPTORS LOCATED DIRECTLY BELOW THE PICTOGRAM FIELD. TEXT c.WHERE PROVIDED, CHECK WRITING SURFACES SHALL COMPLY WITH 11B-902.3. §11B-904.3.3 VJ O Q �o DESCRIPTORS SHALL COMPLY WITH 11 B-703.2 RAISED CHARACTERS, 11 B-703.3 BRAILLE AND 11 B-703.4 d.AT THE RANGE OR COOKTOP, WHERE A FORWARD APPROACH IS PROVIDED, THE CLEAR FLOOR OR GROUND w U g Of o INSTALLATION HEIGHT AND LOCATION. §11B-703.6.3 SPACE SHALL PROVIDE KNEE AND TOE CLEARANCE COMPLYING WITH 11B-306. WHERE KNEE AND TOE SPACE d. WHEN NOT ALL CHECK-OUT AISLES ARE ACCESSIBLE, ACCESSIBLE CHECK-OUT AISLES SHALL BE ' ` ZQ O �o IS PROVIDED, THE UNDERSIDE OF THE RANGE OR COOKTOP SHALL BE INSULATED OR OTHERWISE IDENTIFIED BY A SIGN CLEARLY VISIBLE TO A PERSON IN A WHEELCHAIR DISPLAYING THE INTERNATIONAL v Q 33. SYMBOLS OF ACCESSIBILITY AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. SYMBOLS OF CONFIGURED TO PREVENT BURNS,ABRASIONS, OR ELECTRICAL SHOCK. THE LOCATION OF CONTROLS SHALL SYMBOL OF ACCESSIBILITY COMPLYING WITH 11 B-703.7.2.1.THE SIGN SHALL BE A MINIMUM OF 4 INCHES BY 4 r , co z ACCESSIBILITY SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER A LIGHT SYMBOL ON A DARK NOT REQUIRE REACHING ACROSS BURNERS. INCHES. §11B-904.3.4 V 0 [Y 0o BACKGROUND OR A DARK SYMBOL ON A LIGHT BACKGROUND. §11B-703.7.1 U ; o z e. OVENS SHALL COMPLY WITH THE FOLLOWING: 22. SALES COUNTERS AND SERVICE COUNTERS SHALL COMPLY WITH EITHER OF THE FOLLOWING AND THE W° H F 34. SYMBOLS SHALL COMPLY WITH THE FOLLOWING: ACCESSIBLE PORTION OF THE COUNTER TOP SHALL EXTEND THE SAME DEPTH AS THE SALES OR SERVICE °D L SIDE-HINGED DOOR OVENS SHALL HAVE THE WORK SURFACE REQUIRED BY 11 B-804.3 KITCHEN AND WORK COUNTER TOP. §11B-904.4(SEE EXCEPTION) W N a. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL COMPLY WITH FIGURE 11 B-703.7.2.1 ISA. THE SURFACES POSITIONED ADJACENT TO THE LATCH SIDE OF THE OVEN DOOR. ?o SYMBOL SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE COLOR NO. a.A PORTION OF THE COUNTER SURFACE THAT IS 36 INCHES LONG MINIMUM AND 34 INCHES HIGH MAXIMUM ISSUED FOR: DATE: U)z 15090 IN FEDERAL STANDARD 595B. §11B-703.7.2.1 (SEE EXCEPTION) ii. BOTTOM-HINGED DOOR OVENS SHALL HAVE THE WORK SURFACE REQUIRED BY 11B-804.3 KITCHEN AND ABOVE THE FINISH FLOOR SHALL BE PROVIDED.A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 11 B- �° WORK SURFACES POSITIONED ADJACENT TO ONE SIDE OF THE DOOR. 305 SHALL BE POSITIONED FOR A PARALLEL APPROACH ADJACENT TO THE 36 INCH MINIMUM LENGTH OF SUBMITTAL SET 02.04.2014 b. THE INTERNATIONAL SYMBOL OF TTY SHALL COMPLY WITH FIGURE 11B-703.7.2.2. COUNTER. §11B-904.4.1 (SEE EXCEPTION) OR ¢°a iii. OVENS SHALL HAVE CONTROLS ON FRONT PANELS. Z 2 c. TELEPHONES WITH A VOLUME CONTROL SHALL BE IDENTIFIED BY A PICTOGRAM OF A TELEPHONE HANDSET b.A PORTION OF THE COUNTER SURFACE THAT IS 36 INCHES LONG MINIMUM AND 34 INCHES HIGH MAXIMUM w Z ao WITH RADIATING SOUND WAVES ON A SQUARE FIELD SUCH AS SHOWN IN FIGURE 11 B-703.7.2.3. f. COMBINATION REFRIGERATORS AND FREEZERS SHALL HAVE AT LEAST 50 PERCENT OF THE FREEZER SPACE SHALL BE PROVIDED. KNEE AND TOE SPACE COMPLYING WITH 11 B-306 SHALL BE PROVIDED UNDER THE a 54 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. THE CLEAR FLOOR OR GROUND SPACE SHALL BE COUNTER.A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 11 B-305 SHALL BE POSITIONED FOR A o X d.ASSISTIVE LISTENING SYSTEMS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESS FOR POSITIONED FOR A PARALLEL APPROACH TO THE SPACE DEDICATED TO A REFRIGERATOR/FREEZER WITH THE FORWARD APPROACH TO THE COUNTER. §11B-904.4.2 w> HEARING LOSS COMPLYING WITH FIGURE 11 B-703.7.2.4. CENTERLINE OF THE CLEAR FLOOR OR GROUND SPACE OFFSET 24 INCHES MAXIMUM FROM THE CENTERLINE Q EL OF THE DEDICATED SPACE. 23.WHERE PROVIDED,AT LEAST ONE OF EACH TYPE OF SALES COUNTER AND SERVICE COUNTER SHALL REVISIONS: n e. ROOMS, FACILITIES AND PATHS OF TRAVEL THAT ARE ACCESSIBLE TO AND USABLE BY PEOPLE WHO ARE COMPLY WITH 11 B-904.4. WHERE COUNTERS ARE DISPERSED THROUGHOUT THE BUILDING OR FACILITY, NO. DESCRIPTION DATE ISSUED iz o� ADVERSELY IMPACTED BY AIRBORNE CHEMICALS OR PARTICULATE(S)AND/OR THE USE OF ELECTRICAL WINDOWS COUNTERS COMPLYING WITH 11B-904.4 ALSO SHALL BE DISPERSED. §11B-227.3 a° FIXTURES AND/OR DEVICES SHALL BE IDENTIFIED BY THE CLEANER AIR SYMBOL COMPLYING WITH FIGURE 1 PLANCHECK 04.11.2014 U)co 11 B-703.7.2.5. THIS SYMBOL IS TO BE USED STRICTLY FOR PUBLICLY FUNDED FACILITIES OR ANY FACILITIES 6.WHERE GLAZED OPENINGS ARE PROVIDED IN ACCESSIBLE ROOMS OR SPACES FOR OPERATION BY 24. QUEUES AND WAITING LINES SERVICING COUNTERS OR CHECK-OUT AISLES REQUIRED TO COMPLY WITH Of co COMMENTS co LEASED OR RENTED BY STATE OF CALIFORNIA, NOT CONCESSIONAIRES. OCCUPANTS, AT LEAST ONE OPENING SHALL COMPLY WITH 11B-309. EACH GLAZED OPENING REQUIRED BY AN 11B-904.3 OR 11B-904.4 SHALL COMPLY WITH 11B-403. §11B-227.5 Z0 THE SYMBOL, WHICH SHALL INCLUDE THE TEXT"CLEANER AIR"AS SHOWN, SHALL BE DISPLAYED EITHER AS ADMINISTRATIVE AUTHORITY TO BE OPERABLE SHALL COMPLY WITH 11 B-309. §11B-229.1 (SEE EXCEPTIONS) 25.WHERE COUNTERS OR TELLER WINDOWS HAVE SECURITY GLAZING TO SEPARATE PERSONNEL FROM °Q A NEGATIVE OR POSITIVE IMAGE WITHIN A SQUARE THAT IS A MINIMUM OF 6 INCHES ON EACH SIDE. THE THE PUBLIC,A METHOD TO FACILITATE VOICE COMMUNICATION SHALL BE PROVIDED. TELEPHONE HANDSET °co zw SYMBOL MAY BE SHOWN IN BLACK AND WHITE OR IN COLOR. WHEN COLOR IS USED, IT SHALL BE FEDERAL GENERAL EXCEPTIONS DEVICES, IF PROVIDED, SHALL COMPLY WITH 11B-704.3. §11B-904.6 U) BLUE (COLOR NO. 15090 FEDERAL STANDARD 595B)ON WHITE, OR WHITE ON FEDERAL BLUE. THERE SHALL oEr BE AT LEAST A 70-PERCENT COLOR CONTRAST BETWEEN THE BACKGROUND OF THE SIGN FROM THE 7. SPACES AND ELEMENTS WITHIN EMPLOYEE WORK AREAS SHALL BE DESIGNED AND CONSTRUCTED SO wo SURFACE THAT IT IS MOUNTED ON. §11B-703.7.2.5 THAT INDIVIDUALS WITH DISABILITIES CAN APPROACH, ENTER,AND EXIT THE EMPLOYEE WORK AREA. §11 B- U)> 203.9 Y Q f. DOORWAYS LEADING TO TOILET ROOMS AND BATHING ROOMS SHALL BE IDENTIFIED BY A GEOMETRIC o SYMBOL COMPLYING WITH 11 B-703.7.2.E TOILET AND BATHING FACILITIES GEOMETRIC SYMBOLS. THE 8. SPACES AND ELEMENTS WITHIN EMPLOYEE WORK AREAS SHALL HAVE COMMON USE CIRCULATION PATHS w o SYMBOL SHALL BE MOUNTED AT 58 INCHES MINIMUM AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR THAT COMPLY WITH ALL APPLICABLE REQUIREMENTS OF DIVISION 4 ACCESSIBLE ROUTES.§11B-203.9 �o GROUND SURFACE MEASURED FROM THE CENTERLINE OF THE SYMBOL. WHERE A DOOR IS PROVIDED THE SYMBOL SHALL BE MOUNTED WITHIN 1 INCH OF THE VERTICAL CENTERLINE OF THE DOOR. §11B-703.7.2.E 9. SPACES AND ELEMENTS WITHIN EMPLOYEE WORK AREAS SHALL HAVE ACCESSIBLE MEANS OF EGRESS IN (SEE EXCEPTION) ACCORDANCE WITH CHAPTER 10, SECTION 1007. §11B-203.9 g. MEN'S TOILET AND BATHING FACILITIES SHALL BE IDENTIFIED BY AN EQUILATERAL TRIANGLE, '/4 INCH THICK 10. WHERE EMPLOYEE WORK AREAS HAVE AUDIBLE ALARM COVERAGE, THE WIRING SYSTEM SHALL BE WITH EDGES 12 INCHES LONG AND A VERTEX POINTING UPWARD. THE TRIANGLE SYMBOL SHALL CONTRAST DESIGNED SO THAT VISIBLE ALARMS COMPLYING WITH CHAPTER 9, SECTION 907.5.2.3.2 CAN BE INTEGRATED WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. §11113- INTO THE ALARM SYSTEM. §11B-203.9,§11B-215.3 703.7.2.6.1 A401 ACCESSIBILITY NOTES PRINTED: 7/15/2014 2:03:09 PM BID SET 0701502014 EDGE OF DOOR EDGE OF DOOR EQ EQ OPENING WHERE OPENING WHERE OCCURS OCCURS \ 6" \ \ \ \ \ SIMONGLOVER INC. \ \ \ \ 3293 PACIFIC AVENUE \ \ \ \ LONG BEACH, CA 90807 \ \ \ \ PH: 562.279.0050 \ _ \ \ ® \ © 2005 SIMONGLOVER INC. ALL RIGHTS RESERVED 0 / in I / / C? / O / BOTTOM OF MIRROR zo / o g / to Q p / TOP OF COUNTER OR SINK OU 0 / BOTTOM OF APRON 0 0 0 0 / o / / p / KNEE CLEARANCE X X / Q w M y O Q / MIN. zL! �P 2 O-A CLEAR. ACCESSIBLE M M C-29326 O I? AAND CLEAR iv N O O FINISH // // z 11"MIN AREA N N 10/31/15 FLOOR RENEWAL DATE "9 BRACKET FIRE EXTINGUISHERS ELECTRIC PANEL PIRE ULL STAR ON THERMOSTAT AL PHONE ELECTRICOUTLETS AL DATA CARD OUTLETS READER LIGHT SWITCH STROBE UNIT AT DOOR K �V-5" MIN. SINK T�OF 0 CA\, 17"-25" TOE CLEARANCE z 0 a aZ 5-0" MIN. CLR. oo TO WALL IF THE DOOR a� oo IS LOCATED AT THE SIDE U^) c�a z o¢ <g U� 56" MIN. CLR. T co TO WALL IF THE DOOR y a Z_ PARTITION OR WALL FLUSH VALVE — CLOSEST Z °m WHERE OCCURS HANDLE TO "OPEN" PARTITION IS LOCATED AT THE FRONT Z J ui SIDE, TYP. OR WALL W> WHERE o? OCCURS Wj °54"MIN. 0000 Zm 6"(MAX) z a vi CENTER 36" MIN. 12"MAX. 42" MIN. O Z BETWEEN o I..L 000 PARTITIONS 10 24" MIN. 12" MIN. ^ o z L.L 0 (0 U) El 17"TO 18" MIN.T zz Q w z 17"-18" 36" MAX. Z) 2 °Q - 0 Q p w - 7„_9„ O 0ow H a CO d a O O a M ' Z z 0 O O Z H MT Q ~ W M Z Q Q If am M a' W O A/ Z 0 z FINISH � O ti O 0) (L.YL w Z) ° FLOOR W O U ti 24" MIN nz SOAP DISPENSER MIRROR TOWEL CLOTHING TOILET TISSUE WATER CLOSET D w MOP RACK TOILET SEAT DISPENSER/ HOOK COVER DISPENSER DISPENSER z uio WASTE RECESSED @ G < z 0 z RECEPTACLE ACCESSIBLE ZO STALLS, TYP. O °LL o ACCESSIBLE Z WATER CLOSET ° c� W w� �w w ¢� J W coo > z wZ W co W MOUNTING HEIGHTS - ' `) Q CD w0 M _cf) LL w LLw LL co F Q 0 N.T.S. O Q = o w H U ao w 36" MIN. GRAB BAR of U Qo ° wa 54" MIN. 60" MIN. L Zo Z NOTE: C) W w� 6 FLUSH VALVE ON WIDE SIDE. Q Q q Q U U° ------------------------ NOTE: 1 PULL SIDE 1�1�I� � / \ 1�I�I °U 42" MIN. GRAB BAR 17"MIN 17"-18" 18"MIN. �� a EQ EQ NOTE: FLUSH VALVE ON MEN CO EXIT SIGNS TO VARY: WIDE SIDE. MEN WOMEN UNISEX RESTROOMS D° FIRST FI-R ISSUED FOR: DATE: 12 A. "EXIT ROUTE" � — — �� o o ° B. "EXIT STAIRS DOWN" / Z U 24" CLEAR @ N N SUBMITTAL SET 02.04.2014 Q a C. "EXIT STAIRS UP" / g Z MIN. EXTERIOR DOORS z D. "EXIT" _ z m / O °° _ _ _ _ _ Qo 1/2" MIN. EXIT a / _ m / 18" CLEAR oX of z �' i O Q MIN. INTERIOR DOORS wg OAP / I / W a z Q b 6� P� I C� J REVISIONS: o w `� Gv� � "' z / \ � NO. DESCRIPTION DATE ISSUED j° (BRAILLE) c`�° / x Q o0 / iv i Z `O�P� co 1 PLANCHECK 04.11.2014 �F z \ / N I I /� ca N �' �1I�� Lg NOTES: N / 34" MIN.CLR. O g w �� I COMMENTS 0 `�' Ld I ao J G UNISEX ° 1. CHARACTER TYPE. CHARACTERS ON SIGN SHALL BE RAISED 1/32" MIN. AND — U 0 a O / 12" PROVIDE THIS ADDITIONAL 0z Ld Ld SHALL BE SANS SERIF UPPERCASE CHARACTERS ACCOMPANIED BY CONTRACTED \ MIN SPACE IF DOOR IS =U) (GRADE 2) BRAILLE COMPLYING WITH SECTION 1117B.5.6. \ 30"x48" CLEAR EQUIPPED WITH BOTH A o 59"MIN.AT FLOOR MOUNTED _ _ -- , LATCH AND CLOSER �° 2. CHARACTER SIZE. RAISED CHARACTERS SHALL BE A MIN. OF 5/8"AND A MAX. 4 � U c nww OF 2" HIGH. W.C. WHEN DOOR SWINGS IN oFt 3. CHARACTER PLACEMENT. CHARACTERS AND BRAILLE SHALL BE IN A co. . . MAX. w "56"MIN AT WALL MOUNTED 18"MIN 32 MIN 2% MAX SLOPE IN w o HORIZONTAL FORMAT. BRAILLE SHALL BE PLACED A MIN. OF 3/8"AND A MAX. OF 2:o 1/2" DIRECTLY BELOW THE TACTILE CHARACTERS- FLUSH LEFT OR CENTERED. ANY DIRECTION @ W.C. WHEN DOOR SWINGS IN CLEAR BOTH SIDES OF DOOR WHEN TACTILE TEXT IS MULTILINED, ALL BRAILLE SHALL BE PLACED TOGETHER i i i BELOW ALL LINES OF TACTILE TEXT. PUSH SIDE L------------------J 48" MIN. CLR. MULTIPLE ACCOMMODATION TOILET LAVATORY SINGLE ACCOMMODATION TOILET A 5 TACTILE EGRESS SIGN ACCESSIBLE CLEARANCES DOOR CLEARANCE PICTORIAL SIGNAGE N.T.S. N.T.S. N.T.S. N.T.S. PRINTED: 7/15/2014 2:03:10 PM BID SET 0701502014 LEGEND: EXIT TO PUBLIC RIGHT OF AWAY ' xx DIRECTION AND NUMBER OF OCCUPANTS USING EGRESS TE TACTILE EXIT SIGN FFE FIRE EXTINGUISHER CABINET SIMONGLOVER INC. COUNCIL OFFICES MAYOR'S OFFICE 3293 PACIFIC AVENUE 306 SF 171 SF \� EXIT SIGN LONG BEACH, CA 90807 3 1100 B 2 11001 B PH: 562.279.0050 ROOM NAME © 2005 SIMONGLOVER INC. ALL CITY E 5 RIGHTS RESERVED ADMINISTRATOR 1 2 150 SF ROOM AREA OFFICE OFFICE 270 SF 205 SF 00 00 B OCC. TYPE 3 11001 B 3 1100 B E 3 / OPEN OFFICE O 1 2 ® ❑ OCC. LOAD FACTOR �SrD ARCX, OFFICE V ANEW E,S� /` 395 SF OCCUPANT LOAD 6 11001 B 157 SF Q� '�O �0 6 '®\E 2 100 B DOOR EXIT COMPONENT 0 C-29326 O E\ \ i 2 )O( )O( )O( PROVIDED WIDTH � REN10/31/15 EWAL DATE � I A6 REQUIRED WIDTH -9 CONFERENCE II'19 O \ OCCUPANTLOAD OF �� ROOM RECEPTION CPA, O O �> 433 SF 72 S 101 DOOR NUMBER, SEE 5 100 B HALLWAY 1 100 B WAITING ROOM DOOR SCHEDULE i 136SF �� ---- D\- - ■ EXITING PATH/ 5 rAC 2 100 B 0 u TRAVEL DISTANCE o SSIBLE KITCHENETTEEXISTING 4 HR TE OILET � 96 SF I RATED WALL W E E 61 SF 1 1 1001 B I 5 zo I O 0 ❑ _ _ Jow \ o� \ oa \ \ a� U9 \ 0 jU 7 z_ O(- ` I ILI o co 19 U U L W \ _ J w �w Uw a LL D \ O Zm z= QJ 2 000 EXITING FLOOR PLAN — LEVEL 2 — ADMIN . OFFICE \ Lo CC oz SCALE: 1/8" = 1'-0" G o 0 o pW a w �z wo Q Z00 >m 00 Z U Z no W OZ O? _ D CJ Z_ Z w D w Z WZ ZZO ZO Q 7 U) O OU J Wo w, Z ~~ o= ww �w wU. ¢� _® 0 W z o° wZ STORAGE TE ® ® TE o O > Q O =o 0 O O O O LL LIJM LL w UM ILL 11 RECEPTIONIST/OPEN HR U OFFICE m LL O < Q aw VESTIBULE OFFICE 203 SFwo lz 377 SF 3 100 B > Q z of Q 2 / = 4 100 B (n O W O CA OFFICE OPEN OFFICE TE E 3 X � Lo O � o0 133 SF 269 SF 0 1 W U c� LU W Z 2 100 B 3 100 B o 11 a� O 1 2 �o 2 ' 0 1 2 2 3 ISSUED FOR: DATE: wz HR OFFICE of o o CA OFFICE CA OFFICE HR OFFICE ~ 160 SF A6 SUBMITTAL SET 02.04.2014 �~ 153 SF 136 SF 131 SF 2 100 B z 0- 2 11001 B 2 11001 B 2 11001 B LZ o w0 a� wm o= �w REVISIONS: o Ln NO. DESCRIPTION DATE ISSUED z wo 0H 9 2 ca I' _Lo ~ • I ow w J OU I ?w I. Fj ow 11 wo w I Uw U� o, 'I w> 4— - wo wU- w �O Z O A6 2 3 EXITING FLOOR PLAN — LEVEL 2 — CITY ATTORNEY'S OFFICE EXITING PLAN — LEVEL 2 — REFERENCE ONLY SCALE: 1/8" = 1'-0" SCALE: 1" = 20'-0" PRINTED: 7/15/2014 2:03:13 PM BID SET 0701502014 LEGEND: WALL TYPES: (E)WALLS (E)WALLS TO BE REMOVED EXISTING BUILDING (E)WINDOW TO BE _ REMOVED — DEMOLITION NOTES: _ SIMONGLOVER INC. - - - - - - - - — -- - - - - (E)OPEN 3293 PACIFIC AVENUE 1. G.C. TO VERIFY ALL EXISTING DIMENSIONS PRIOR O O I I OFFICE �' LONG BEACH, CA 90807 TO START OF NEW CONSTRUCTION AND PROVIDE PH: 562.279.0050 OWNER WITH FIELD DRAWINGS. ANY (E) I I ---- (E) FLOORING TO BE REMOVED -_ DISCREPANCIES WITH DRAWINGS TO BE STORAGE (E)WINDOW TO BE I I FLOOR SURFACE TO BE PREPAIRED © 2005 SIMONGLOVER INC. ALL RECONCILED WITH OWNER'S PROJECT MANAGER REMOVED I I FOR NEW CARPET FINISH RIGHTS RESERVED PRIOR TO START OF FRAMING OR ROUGH-IN. 2. CONTRACTOR TO VERIFY COMPLETE SCOPE OF (E)WINDOW I I DEMOLITION WORK ON SITE PRIOR TO BIDDING. 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DESCRIPTION DATE ISSUED 0 z w0 oco 1 PLANCHECK 04.11.2014 wcowF COMMENTS l o 0 2 PLANCHECK 04.30.2014 ow COMMENTS o u) zw xu) oW LL Q w !n w Y a ------------- LL> w o lO D EAST VERNON AVENUE A9 NOT USED SITE PLAN SCALE: 1/32" = V-0" PRINTED: 7/15/2014 2:03:18 PM BID SET 0701502014 LEGEND: 26'-4" (E)139"x60" DUAL GLAZED WINDOW Room name 101 ROOM OE NUMBER ° DOORS&WINDOWS: C 101 DOOR, SEE DOOR 47'-3 1/4" SCHEDULE 25'- 10 3/8" 4'-2" 17'-2 7/8" 1t WINDOW, SEE 60"x 30" DESK 60"x 30" DESK WINDOW SCHEDULE 15'-3" 9'-8" A SIMONGLOVER INC. - ELECTRICAL/ DATA NEW56"x94" NEW56"x94" NEW56"x94" COUNCIL 3293 PACIFIC AVENUE DUAL GLAZED WINDOW DUAL GLAZED WINDOW DUAL GLAZED WINDOW OFFICES 5 A14 MAYOR'S ' LONG BEACH, CA 90807 SEE ELECTRICAL DRAWINGS 306 SF OFFICE PH: 562.279.0050 171 SF c © 2005 SIMONGLOVER INC. ALL RIGHTS RESERVED WALL TYPES: _ _ _i 60"x 30" DESK 60"x 30" DESK 0 (E)WALLS 6'-0"x 6-0" COPY WORK SPACE : OE ROOM w ALL NEW PARTITIONS ARE A A14 4 C 126 SF o U.N.O. SEE PARTITION W 3 A14.1 3 A14 1 N ARC/ DETAILS ON SHEETL 2 O E S/ /1� (E)WALLS TO BE CITY 1 L - - - - - - - - - J ` Q' �O � REMOVED - ADMINISTRATOR — — — — — C-29326 -A OFFICE L 0 O 270 SF E 13 I% Uri 3 N 10/31/15 O O C A k RENEWAL DATE D OFFICE O Y 3 '9T 0 Q- 205 SF 3'-9 /4" 10'- 1 3/4" OF CA x _ �Q 00 OPEN J � - - - - W o J OFFICE 395 SF 8'-0"x 6'-0" WORK SPACE OFFICE o OE A 3 157 SF v y 3 A16 q MLu N Y 3 az Oo `o 28'- 11" o ui I I ®II I � oQ �"E� o Cn A 8'-4 /8" 9'- 1 3/8" 13'- 11 1/2" 00 o 3 8'-0"x 6'-0" 14'-5 1/2" o0 14'-5 1/2" Y z — — — — — WORK SPACE RECEPTION WAITING °m cm 72 SF ROOM O 1 a uj wo 2 4'-0" - 136SF (00 A10 Ld Z U_ Ldt - 17'-s° w — — ui LL a io 5 1/2" 16'-0" 4'- 11 1/2" 1'-,6' LL HALLWAY q U- Z 50 SF A O O �_ l y 3 C o 01 y 3 g g oL�s� O WALL MOUNTED y 3 - ^ EL 9� / 0" FLAT SCREEN TV L © O L.L o 9�F co CONFERENCE- 6'- — — — 5 z z FLOOR PLAN NOTES ` ROOM °� CONFERENCE TABLE 433 SF POWER/DATA/VIDEO 1�-6 1'-6" �I ` o W 1. IF ANY OUTLETS CANNOT BE INSTALLED AS NOTED OR AS SHOWN ON FLOOR CONNECTION q W 2 PLANS DUE TO CONFLICTS WITH STRUCTURAL, MECHANICAL AND W ELECTRICAL CONDITIONS, CLARIFY WITH OWNER AND ARCHITECT ACCESSIBLE y 3 a Z z°Z BEFORE PROCEEDING WITH WORK. O E `, TOILET KITCHENETTENN CID Q am 2. FOR CIRCUITING INFORMATION, PULL BOX LOCATIONS AND CONDUIT 61 SrL . 96 SF ^' z of SIZES, REFER TO ELECTRICAL ENGINEER DRAWINGS. ARCHITECTURAL L — — — L — — — ` V `� DRAWINGS GOVERN OUTLET LOCATIONS, TYP. VERIFY ANY / J Oz DISCREPANCIES WITH THE ARCHITECT. J LJ • \/ i I I Q? CSS22J �� T O Dw 3. WHEN OUTLETS ARE GROUPED TOGETHER, THEY SHALL BE NO MORE / \ o o > w o THAN 2'-0"APART. GANG WITH COMMON FACE PLATE WHENEVER 7 w Z POSSIBLE. NORTH z �2 J °� 4. NON-DIMENSIONED OUTLETS SHALL BE LOCATED AT NEAREST STUD. O w° ALL OUTLET DIMENSIONS ARE TO BE TO THE CENTERLINE OF OUTLET z a� U.N.O. FLOOR PLAN - LEVEL 2 - ADMIN . OFFICE W, � w Q� z 5. ALL WALL OUTLETS TO BE MOUNTED AT+18"A.F.F. TO CENTERLINE OF 1 � I Z) RECEPTACLE, TYP., U.N.O. (SEE TYPICAL POWER AND SIGNAL SCALE: 1/4" = 1 -0" J LJJ w 0 0 LOCATIONS DIAGRAM FOR MORE INFO.) > > oo Zg Q CDWo 6. ALL NEW CIRCUITS SHALL BE LABELED ON THE PROPER BUILDING LU M LLw ELECTRICAL PANEL DIRECTORIES. LL. o= �o 8'-51/2" O Q a aIr 7. PROVIDE 1-HR PROTECTION AT ALL OUTLETS AND SWITCHES LOCATED O H U W o IN 1-HR RATED PARTITIONS. (PROVIDE APPROPRIATE PROTECTION IN 10 O Q Z '2 PARTITIONS RATED HIGHER THAN 1-HR) A 3r-0" 4' -0" CO O of Z W ZW 8. ALL ISOLATED GROUND RECEPTACLES SHALL BE ORANGE WITH WHITE o y 3 J O � 00 COVER PLATES. (SEE FINISH LEGEND FOR COLOR OF RECEPTACLES 1 r , � ; L)z THROUGHOUT). A14 13 L.L �./ 0 0 A Q��° a m 9. ALL TELEPHONE AND DATA COVER PLATES TO BE SUPPLIED AND o INSTALLED BY TENANT. THEY SHALL BE SIMILAR IN COLOR AND y 3 1'-0" 7 Lno U APPEARANCE TO DUPLEX/SWITCH COVER PLATES. 48"x4s"CLEARANCE 4a"x48"CLEARANCE ISSUED FOR: DATE: 20 _ _ _ _ _ 10. TELEPHONE AND DATA CABLE TO BE PLENUM RATED AND SUPPORTED O SUBMITTAL SET 02.04.2014 J� INDEPENDENT FROM SUSPENDED CEILING.ALL TELEPHONE AND DATA — — — — a° 60"X 54"CLEARANCE 1'-6" — — — CABLES TO BE PROVIDED AND INSTALLED BY TENANT. 60"X54"CLEARANCE 1'-6" W C / aO 11. TENANTS TELEPHONE/DATA CONTRACTORS SHALL COORDINATE ALL / \ / \ a m WORK WITH GENERAL CONTRACTOR. / \ / °X H W ACCESSIBLE w d > 12. CONDUIT ABOVE CEILING TO BE SELF-SUPPORTED AND HELD TIGHT TO — — — — A � a TOILET 3 REVISIONS: o� STRUCTURE A MINIMUM OF 6"ABOVE GROUND. /- y o 61 SF a gr, 1 NO. DESCRIPTION DATE ISSUED w o 13. ALL CONDUIT RUNS ABOVE CEILING SHALL BE STEEL PER CODE. I O 1 CIF O, I �m 1 PLANCHECK 04.11.2014 - �` KITCHENETTE 1 M/N `�w 14. CONTRACTOR TO MARK LOCATIONS OF ALL FLOOR MOUNTED Q- 1A COMMENTS �rn RECEPTACLES AND RECEIVE APPROVAL BY ARCHITECT PRIOR TO O�Q,P 96 SF A14 \ o Ld o PROCEEDING WITH CORING. A 1B 0a 1D 14 / _co Ld 15. WHERE ELECTRICAL WORK IS SPECIFIED IN CONJUNCTION WITH 6 \ / EY MILLWORK, LAMPS AND FIXTURES ARE TO BE PROVIDED BY GENERAL __ _ \ 0� CONTRACTOR. CUT-OUTS FOR SWITCHES, OUTLETS, ETC. SHALL BE — — — — 1C /17"- 18" J i W� PROVIDED BY THE MILLWORK CONTRACTOR AND SHALL BE c� s s2" — — — Q- �> COORDINATED WITH THE ELECTRICAL CONTRACTOR, U.N.O. \ — — — \ / co w 16. FURNITURE SYSTEM TO BE SUPPLIED AND INSTALLED BY TENANT. \X/ // � �d" o ELECTRICAL CONTRACTOR TO MAKE FINAL HARDWARE CONNECTION x — — VJ ~° AND SUBMIT FOR ALL REQUIRED PERMITS. / \ — — — — T 17. SCHEDULE THE CORING OF ANY FLOOR OUTLETS WITH BUILDING / \\ O O OWNER TO PREVENT DISTURBANCE OR DAMAGE TO OTHER TENANT �. SPACES. 18. PROVIDE ELECTRICAL REQUIREMENTS AS NEEDED FOR MECHANICAL 3'-0" 6" LUNCH COUNTER HEIGHT AND PLUMBING EQUIPMENT SEE ELECTRICAL ENGINEER DRAWINGS AT 34"A.F.F. FOR MORE INFO. 5'-0" 8'-0" 1 A10 LEGEND AND NOTES 2 ENLARGED PLANS - ADA ACCESSIBLE TOILET ROOM AND KITCHENETTE SCALE: 1/2" = V-0" PRINTED: 7/15/2014 2:03:24 PM BID SET 0701502014 LEGEND: Room name 101 ROOM 8'-07/8" 18'-67/8" 25'- 1" 14'-8" NUMBER DOORS&WINDOWS: F — - 2 101 DOOR, SEE DOOR A11 SCHEDULE WINDOW, SEE I I I I 1t WINDOW SCHEDULE SIMONGLOVER INC. 3293 PACIFIC AVENUE ® O FILE CABINET7, LONG BEACH, CA 90807 ELECTRICAL/ DATA (E) — , — — SEE ELECTRICAL DRAWINGS 00 — STORAGE 1 o PH: 562.279.0050 0 © 2005 SIMONGLOVER INC. ALL 38 SF 0 7'-5" w w RIGHTS RESERVED M VESTIBULE 0 I� °aZ WALL TYPES: — — — — — � L —93 SF — � O � 6'x8'CUBICLE 8'x8'CUBICLE �� 8'x8'CUBICLE — — a� z HR OFFICE (E)WALLS 4'_8�� M O I°' 203 SF 00 LU ALL NEW PARTITIONS ARE A 1 w 1 OE c,�G� ARC U.N.O. SEE PARTITION DETAILS ON SHEET `^� 3 ' J � S1� (E)WALLS TO BE oo CA OFFICE O - L — — — — �� 36" 84" O W � �P C-29326 O� �� REMOVED i RECEPTIONIST/OPEN ti 133 SF OPEN 10'-6" OFFICE 0 3 0 o OFFICE / E °az N 10/31/15 269 SF -1� -� - - - � - - � 377 SF O �o� RENEWAL DATE A 20'-6 1/4" 4'-2" �J. D 13'-0" O Y 3100 �OF CAL�� FILE CABINET FILE CABINET COPIER 00, O O11 N 1 �� o 17C 1 12 'Daz �o� Q A 1 A w W Lu 1 Y 3 I Y 3 O HR OFFICE zo 00 L 00 160 S F N a M CA OFFICE M L c r J Z)o 153 SF O CA OFFICE , HR OFFICE LL °a 136 SF 131 SF O °z COPIER I "- 0 E WEL �^ VJ z� 00Z Z o� m Q ZJ O 0 O O O O FILE CABINET E ' ' 1 W LLJ L,U -Z 54"x60 54"x60 54"x60" 54"x60" 54"x60 54"x60" 54"x601. o DUAL GLAZED DUAL GLAZED DUAL GLAZED DUAL GLAZED DUAL GLAZED DUAL GLAZED DUAL GLAZED z of=1 WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW 15' -3 7/8" 5'-5" 13'-2 1/2" 13'-2 5/8" 7'- 10 7/8" 13'-3 1/2" 11� a a 68'-4 1/4" O O 2 z= n/ o LJ_ a J U0 0-0 zz °Q FLOOR PLAN NOTES _ p W 1. IF ANY OUTLETS CANNOT BE INSTALLED AS NOTED OR AS SHOWN ON PLANS DUE TO CONFLICTS WITH STRUCTURAL, MECHANICAL AND r l w l ELECTRICAL CONDITIONS, CLARIFY WITH OWNER AND ARCHITECT v z Z? BEFORE PROCEEDING WITH WORK. 1 Q am N °z 2. FOR CIRCUITING INFORMATION, PULL BOX LOCATIONS AND CONDUIT z o n SIZES, REFER TO ELECTRICAL ENGINEER DRAWINGS. ARCHITECTURAL 1 1 2 0 DRAWINGS GOVERN OUTLET LOCATIONS, TYP. VERIFY ANY J LJJ o? DISCREPANCIES WITH THE ARCHITECT. a? uj zry 3. WHEN OUTLETS ARE GROUPED TOGETHER, THEY SHALL BE NO MORE NORTH \ 1 W o THAN 2'-0"APART. GANG WITH COMMON FACE PLATE WHENEVER / Z POSSIBLE. W z �2 J °� 4. NON-DIMENSIONED OUTLETS SHALL BE LOCATED AT NEAREST STUD. O w°° ALL OUTLET DIMENSIONS ARE TO BE TO THE CENTERLINE OF OUTLET 1 z a0 U.N.O. FLOOR PLAN - LEVEL 2 - CITY ATTORNEY'S OFFICE �l z w Q� 5. ALL WALL OUTLETS TO BE MOUNTED AT+18"A.F.F. TO CENTERLINE OF 1 RECEPTACLE, TYP., U.N.O. (SEE TYPICAL POWER AND SIGNAL SCALE: 1/4" = V-0" LJJ Z oz LOCATIONS DIAGRAM FOR MORE INFO.) J W eo z Fo �O ~ Q CD Wo 6. ALL NEW CIRCUITS SHALL BE LABELED ON THE PROPER BUILDING LU M LL W ELECTRICAL PANEL DIRECTORIES. n/ O IL Q °o 7. PROVIDE 1-HR PROTECTION AT ALL OUTLETS AND SWITCHES LOCATED IO H U g o IN 1-HR RATED PARTITIONS. (PROVIDE APPROPRIATE PROTECTION IN Q Z to �Q PARTITIONS RATED HIGHER THAN 1-HR) 0 co O o- Z ZLL 8. ALL ISOLATED GROUND RECEPTACLES SHALL BE ORANGE WITH WHITE J O w0 COVER PLATES. (SEE FINISH LEGEND FOR COLOR OF RECEPTACLES U— U W 0 z THROUGHOUT). CLEAR > ou (APPROACH a� 9. ALL TELEPHONE AND DATA COVER PLATES TO BE SUPPLIED AND of U) INSTALLED BY TENANT. THEY SHALL BE SIMILAR IN COLOR AND 1 a z APPEARANCE TO DUPLEX/SWITCH COVER PLATES. V-0" '°`17 ISSUED FOR: DATE: 20 10. TELEPHONE AND DATA CABLE TO BE PLENUM RATED AND SUPPORTED — — — SUBMITTAL SET 02.04.2014 J K INDEPENDENT FROM SUSPENDED CEILING.ALL TELEPHONE AND DATA — a° CABLES TO BE PROVIDED AND INSTALLED BY TENANT. 0� W z T � � 11. TENANTS TELEPHONE/DATA CONTRACTORS SHALL COORDINATE ALL LU / \ � a X WORK WITH GENERAL CONTRACTOR. z _w wQ 12. CONDUIT ABOVE CEILING TO BE SELF-SUPPORTED AND HELD TIGHT TO N 05 "0" O STRUCTURE A MINIMUM OF 6"ABOVE GROUND. Z o °o 14e"x54" REVISIONS: ° 1 LAAPPROAc_ _CLEAR MAN' O NO. DESCRIPTION DATE ISSUED w o 13. ALL CONDUIT RUNS ABOVE CEILING SHALL BE STEEL PER CODE. ~ 0� M l U 1 PLANCHECK 04.11.2014 14. CONTRACTOR TO MARK LOCATIONS OF ALL FLOOR MOUNTED — w COMMENTS ~ RECEPTACLES AND RECEIVE APPROVAL BY ARCHITECT PRIOR TO VESTIBULE Z ow PROCEEDING WITH CORING. 93 SF ir 42" HEIGHT 7'-6„ °Q z_w 15. WHERE ELECTRICAL WORK IS SPECIFIED IN CONJUNCTION WITH PASSAGE GATE E� MILLWORK, LAMPS AND FIXTURES ARE TO BE PROVIDED BY GENERAL U CONTRACTOR. CUT-OUTS FOR SWITCHES, OUTLETS, ETC. SHALL BE - - - - W PROVIDED BY THE MILLWORK CONTRACTOR AND SHALL BE 3'-0" 7'-0" U)> COORDINATED WITH THE ELECTRICAL CONTRACTOR, U.N.O. OR 16. FURNITURE SYSTEM TO BE SUPPLIED AND INSTALLED BY TENANT. 42" HEIGHT WALL w o ELECTRICAL CONTRACTOR TO MAKE FINAL HARDWARE CONNECTION ~o AND SUBMIT FOR ALL REQUIRED PERMITS. 17. SCHEDULE THE CORING OF ANY FLOOR OUTLETS WITH BUILDING OWNER TO PREVENT DISTURBANCE OR DAMAGE TO OTHER TENANT SPACES. NORTH 18. PROVIDE ELECTRICAL REQUIREMENTS AS NEEDED FOR MECHANICAL AND PLUMBING EQUIPMENT SEE ELECTRICAL ENGINEER DRAWINGS FOR MORE INFO. Al 1 LEGEND AND NOTES NOT USED NOT USED 2 RECEPTION - CITY ATTORNEYS OFFICE SCALE: 1/4" = V-0" PRINTED: 7/15/2014 2:03:24 PM BID SET 0701502014 LEGEND: LIGHT FIXTURES (SEE ELECTRICAL DRAWINGS): BEGHELLI OL2 WALL MOUNTED EXIT SIGN ® ILLUMINATED EXIT SIGN; LITHONIA MODEL#LRP-W F-1 F-1 F-1 WILLIAMS 2'x4' , HET T5 FLUORESCENT LIGHT NOTE: F- G.C. TO SUSPEND NEW CEILING GRID AT MAXIMUM (E)GYP. BD. CEILING ALLOWABLE HEIGHT THROUGHOUT CITY ADMINISTRATION OFFICES F-2 RECESSED COMPACT FLUORESCENT DOWNLIGHT OFFICE AFTER INSTALLATION OF ALL MECHANICAL 306 SF LOIS POULSEN AH SYSTEM BASIC, GLASS DOME COMPONENTS. MA OR'S F-3 O AMERICAN FLUORESCENT CF SERIES SURFACE OFFICE SIMONGLOVER INC. _ _ _ _ _ __ _ 171 SF MOUNTED LIGHT FIXTURE 3293 PACIFIC AVENUE F _ 1 LONG BEACH, CA 90807 F-4 WILLIAMS 1'x4' 9 COPY A17 PH: 562.279.0050 ROOM © 2005 SIMONGLOVER INC. ALL 126 SF 2 F-1 IF F-1 RIGHTS RESERVED _"F-4:, A18 a47 F-1 F-1 F-1 ARC CITY y/ ADMI ISTRA OR _J;: _ - _ �� `(NEW E.S� OFFICE �Q ?IOC O-A 70 SF 205 SF 2 O C-29326 O F-1 A18 1 N 10/31/15IT A18 OF ICE A RENEWAL DATE 157 SF �J• Oe" �OF C AL�� F-1 F-1 F-1 OPENOFFIC F-1 F_1 F-1 F-1 5SF 0 w az z0 oF- 1 2 TYP. W F-1 0 0 A19 A19 • Za o¢ NOTE: H F-1 F-1 F-1 F-1 ICC REPORT ESR-1308 mo CONFER NCE MINIMUM 7/8"WALL MOLDING. SUSPENSION SYSTEM MUST BE ATTACHED ON TWO z 0 ROO ADJACENT WALLS-OPPOSITE WALLS REQUIRE BERC2 i a a ROO WITH 3/4"CLEARANCE. u 136 S SEE DETAIL 5/A19. 1 LdLd ti F-1 F-1 CEILING EXPANSION JOINT N W �U) D. a� F-1 1 � `-'a F-1 FF-1 F-1 F-1 18 <:6 fi4 CE la�`f LL a0 t,1. zz > l' F-2 F-2 F-2 o KITCHENETTE TYP 7 W L W, . :F`3'N 0 JA. 96 SF Z Z� REFLECTED CEILING PLAN NOTES _ _ _ A18 '�`= _1-, : _ _�'` , :�" _ w Q o 1. SPRINKLER HEADS LOCATED IN GYP BD. CEILINGS SHALL BE << m z p N� �U FULLY RECESSED AND FACTORY PAINTED TO MATCH CEILINGS. � rn DISTRIBUTION OF HEADS MUST MEET GOVERNING CODES. = V O Z)z (E)GYP. BD. CEILING 2 NEW GYP. BD. CEILING AT 8'-0"A.F.F. 1 z W 2. PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SUCH AS STANDPIPES, 1 D o SPRINKLER SYSTEMS AND FIRE ALARM SYSTEMS MUST BE SUBMITTED AND w z APPROVED BY THE FIRE DEPARTMENT PRIOR TO INSTALLATION. SUBMIT 600S125-30 CEILING JOIST AT 16 O.C. J z o SPRINKLER LAYOUTS FOR APPROVAL PRIOR TO INSTALLATION. ALL STROBES REFLECTED CEILING PLAN — LEVEL 2 — ADMIN . OFFICE w O w0 co o TO BE WHITE, TYP.AND LOCATED IN CEILING WHERE ALLOWABLE BY CODE. FINAL LOCATION TO BE APPROVED BY ARCHITECT. �_ SCALE: 1/4" = 1'-0" U z °F, 3. THE STANDARD FIRE SPRINKLER HEAD SHALL BE A SEMI-RECESSED Q Lj w ADJUSTABLE HEAD. DISTRIBUTION OF HEADS MUST MEET GOVERNING U 1 I U)o CODES. LOCATION SHALL BE IN THE CENTER OF CEILING TILE, U.N.O. 1 I �./ LJJ z wz (EXCEPT AS CODE REQUIRES NEAR SOFFIT) LJJ ,,��(( \ w Z o NEW ACT CEILING AT 10'-0"A.F.F. 06 / Q o w wo 4. ALL CONDUIT MUST BE A MINIMUM OF 6" CLEAR ABOVE THE CEILING GRID. THROUGHOUT, TYP. r l w � LL W v I o= 5. PROVIDE ILLUMINATED EXIT SIGNS CONNECTED TO EMERGENCY w r , O Q Q 30 POWER OR BATTERY BACKUPS. IN THE EVENT OF POWER FAILURE, J v I— U W o ILLUMINATION SHALL BE AUTOMATICALLY PROVIDED. F-1 Q Z �o O w_ 6. LOCATE RECESSED DOWN LIGHTS,WALL WASHERS AND ACCENT z co z LL LIGHTS IN THE CENTER OF CEILING TILE, U.N.O (EXCEPT AS CODE �W ram, O � w 0 REQUIRES NEAR SOFFIT) IF-1 F-1 L.� O Vco � w0 OU 7. AVERAGE LEVEL OF LIGHTING THROUGHOUT SHALL BE PROVIDED AS F-1 F-1 F-1 as W REQUIRED TO MEET TITLE 24. SEE ELECTRICAL ENGINEERING F-1 of z DRAWINGS FOR MORE INFORMATION. �0 ISSUED FOR: DATE: U)0 8. PROVIDE EMERGENCY LIGHTING AT A VALUE OF ONE-FOOT CANDLE AT FLOOR LEVEL, OR AS REQUIRED BY LOCAL CODES. SEE ELECTRICAL 1 F-1 SUBMITTAL SET 02.04.2014 J� ENGINEERING DRAWINGS FOR LOCATION. A19 a° z� 9. ALL CONDUIT, HVAC, DUCTS AND CABLING SHALL BE INDEPENDENTLY 2 of NP' a o ar SUSPENDED FROM THAT USED TO SUSPEND THE CEILING SYSTEM. A19 am F-1 F-1 o X �w 10. ALL NEW CIRCUITS SHALL BE LABELED ON THE PROPER BUILDING F-1 F-1 F-1 F-1 wQ ELECTRICAL PANEL DIRECTORIES. SEE ELECTRICAL ENGINEERING �J DRAWINGS FOR LOCATION. ICC REPORT ESR-11308 REVISIONS: Qo MINIMUM 7/8"WALL MOLDING. NO. DESCRIPTION DATE ISSUED z SUSPENSION SYSTEM MUST BE w o 11. ALL FIXTURES TO BE INSTALLED PER CBC SECTION 25043. oD ATTACHED ON TWO 1 PLANCHECK 04.11.2014 Ln L00 12. PROVIDE MULTI-GANG SWITCHES PER TITLE 24 WHERE INDICATED. USE ADJACENT WALLS-OPPOSITE COMMENTS MULTI-GANG SWITCH PLATES WHENEVER MORE THAN ONE DOUBLE WALLS REQUIRE BERC2 zo ui Ld GANG BOX IS USED. WITH 3/4" CLEARANCE. COMMENTS o a SEE DETAIL 5/A19. z w 13. ALL EQUIPMENT IN PLENUM TO BE LOCATED AWAY FROM GYP. BD. �� CEILINGS. NO ACCESS HATCHES IN GYP. BD. CEILING WITHOUT PRIOR - - o w APPROVAL BY ARCHITECT. APPROVED ACCESS HATCHES SHALL BE A 1 w o W� TRIMLESS TYPE. CONTRACTOR TO SUBMIT CUT SHEET FOR APPROVAL. F-1 co Ya Of 14. PROVIDE HVAC AND ZONING AS REQUIRED BY CODE AND TENANT'S F 1 F-1 F-1 w DESIGN CRITERIA. o F-1 ~o 15. VERIFY ALL THERMOSTAT LOCATIONS PRIOR TO INSTALLATION. F-1 F-1 F-1 F-1 F-1 CONTRACTOR TO SCHEDULE WALK THROUGH WITH ARCHITECT PRIOR TO INSTALLATION TO ENSURE THAT LOCATIONS DO NOT CONFLICT WITH TENANT'S FURNITURE. z O 16. LIGHT SENSORS TO BE LOCATED BY ELECTRICAL ENGINEER AND A APPROVED BY ARCHITECT. 17. ALL CEILING TILES WHICH ARE CUT TO FIT SHALL BE KERFED TO MATCH. Al2 LEGEND AND NOTES 2 REFLECTED CEILING PLAN — LEVEL 2 — CITY ATTORNEYS OFFICE SCALE: 1/4" = V-0" PRINTED: 7/15/2014 2:03:26 PM BID SET 0701502014 FINISH SCHEDULE WALL CEILING ROOM# ROOM NAME FLOOR BASE FINISH CEILING TYPE FINISH COMMENTS 1 WAITING ROOM CPA B-1 P-1 ACT ACT-1 2 RECEPTION CPA B-1 P-1 ACT ACT-1 3 OFFICE CPA B-1 P-1 ACT ACT-1 4 MAYOR'S OFFICE CPA B-1 P-1 ACT ACT-1 5 COUNCIL OFFICES CPA B-1 P-1 ACT ACT-1 6 OFFICE CPA B-1 P-1 ACT ACT-1 7 CITY ADMINISTRATOR CPA B-1 P-1 ACT ACT-1 OFFICE CP CP 8 CONFERENCE ROOM CPA B-1 P-1 ACT ACT-1 1 1 9 ACCESSIBLE TOILET TLA TL-2 TL-3&4/ GYP. BD P-1 COUNCIL P-1 OFFICES MAYOR'S OFFICE SIMONGLOVER INC. 10 KITCHENETTE TLA B-1 P-1 ACT ACT-1 11 HALLWAY CPA B-1 P-1 ACT ACT-1 3293 PACIFIC AVENUE 12 OPEN OFFICE CPCPAB-1 P-1 ACT ACT-1 LONG 13 VESTIBULE CPA B-1 P-1 ACT ACT-1 306 SF 171 SF NG BEACH, . 14 RECEPTIONIST/OPEN CPA B-1 P-1 ACT ACT-1 COPY ROOM PH: 562.2790050 CA 90807 ©OFFICE 2005 SIMONGLOVER INC. ALL 26 15 HR OFFICE CPA B-1 P-1 ACT ACT-1 RIGHTS RESERVED 16 HR OFFICE CPA B-1 P-1 ACT ACT-1 126 SF 17 HR OFFICE CPA B-1 P-1 ACT ACT-1 18 CA OFFICE CPA B-1 P-1 ACT ACT-1 CP 19 OPEN OFFICE CPA B-1 P-1 ACT ACT-1 1 20 CA OFFICE CPA B-1 P-1 ACT ACT-1 CP CP SRO ARC 21 CA OFFICE CPA B-1 P-1 ACT ACT-1 1 \ 1 / �� EW E, 22 (E)STORAGE CPA B-1 P-1 ACT ACT-1 V ��N s/ 23 (E)STORAGE CPA B-1 P-1 ACT ACT-1 CITY OFFICE �P °Z O-A 24 (E)STORAGE CPA B-1 P-1 ACT ACT-1 ADMINISTRATOR O C-29326 O 25 (E)STORAGE CPA B-1 P-1 ACT ACT-1 OFFICE 26 COPY ROOM CPA B-1 P-1 ACT ACT-1 N 10/31/15 Q 7 205 SF RENEWAL DATE F I N I S H SCHEDULE 270 SF OPEN OFFICE 1P �TF O `�0 12 F C A�- 395 SF OFFICE CP 137 FINISH LEGEND 1 157 SF o IDENTIFIER PRODUCT DESCRIPTION a w z 06 ACOUSTICAL CEILING TILE (ACT) °0 ACT-1 ARMSTRONG, SECOND LOOK II W U-1 o 0 U °a CARPET FLOOR CP o a CPA SHAW. STYLE- MINIMAL TILE(59164), COLOR-VERGE(64555); PATTERN LOOP. CP ¢Z LL CP 1 RECEPTION �- 0 PAINT(P) 7 P-1 DUNN EDWARDS -FOGGY DAY(DE6226), OR APPROVED EQUAL. CONFERENCE Z °Co Co ROOM WAITING ROOM O LL.I SOLID SURFACE COUNTERS(SS) 72 SF U)0 SS-1 CAESARSTONE-MISTY CARRERA 4141 8 Z Ldtl o Z HALLWAY 136 SF - LL.I WALL BASE (B) 433 SF CUj G Q w U_} B-1 4"WALL BASE, BURK- BLACK/BROWN 523, BURKBASE, RUBBER-TYPE TS 1 1 Q O Z TILE (TL) 50 SF Q 0 0� TLA FLOOR TILE. BEDROSIANS-THE STANDARD, 12"x 24"DARK GRAY 710 TL-2 WALL COVE BASE TILE. BEDROSIANS-THE STANDARD,6"x 12"DARK GRAY I o TL-3 WALL TILE. BEDROSIANS-THE STANDARD, 6"x 24"CREME C S IB E N o a TL-4 WALL TILE. BERDOSIANS-THE STANDARD,6"x 24" DARK GRAY T IL T ITCH NE E �° TL-5 WALL TILE. BERDOSIANS-THE STANDARD, 3"x 12" DARK GRAY, BULLNOSE TRIM 9 10 TL IJ g W I.J.J a� MILLWORK LAMINATE(LM) TL 6 S 9 SF > w z z° LM-1 LAMINATE-FORMAICA, MATTE COLLECTION, COLOR-SURF(923-58). 1 w U Q a 0 0 ° J L z oz 00 L7NORTH U NOTES: ° ° I LL U-1 ° 1. ALL PAINT DRAW DOWNS ARE TO BE DONE ON SITE AFTER LIGHTING IS INSTALLED FOR FINAL APPROVAL. 7 O �Z 2. ALL WALLS TO BE P-1, U.N.O. L Q Z) C , A I >1 �J W� J v G z Z 0co FINISH FLOOR PLAN - LEVEL 2 - ADMIN . OFFICE O wo 2 w W° TABLE A5.303.2.3.1 1/4" 1'-: - 0" Z FIXTURE FLOW RATES SCALE - z 0 0 Of U)w FIXTURE TYPE BASELINE FLOW-RATES MAXIMUM FLOW RATE AT 30 PERCENT REDUCTION O LU a Showerheads 2.0 gpm @ 80 psi 1.8 gpm @ 80 psi Lavatory Faucets O O W o 0 nonresidential 0.5 gpm @ 60 psi 0.35 gpm @ 60 psi J Q O w o U_ _> LL W M W Kitchen faucets 2.2 Sprn @ 60 psi 1.6 gpm @ 60 psi E) STORAG CP LL® ® °_ Wash fountains 2.2[rims ace(in.)/20 gpm @ 60 psi] 1.6[rim space(in.)/20 m @ 60 psi] 1 = Q O Q U a 0 Metering faucets 0.25 Aon/cycle 0.18 gallons/cycle 22 z _ =z z Fo Metering faucets for wash fountains 0.25[rims ace(in.)120 m @ GO psi] 4.18[rims ce(in.)12D m @ 60 psi] 38 SF 7 ` ` Q(n o Gravit tank t water closets 1.28 gallons/flush 4- 1.12 gallonsiflush' CP to Z)o O 00 Flushometer tank water closets 1.2$ allons/flush 1.12 llons/flush' 1 CID CID co ; U z w° Flushometer valve water closets 1.28 gallons/flush 1.12 gallons/flush' 1 1 00 VESTIBULE RECEPTIONIST/OPEN a� Electromechanical hydraulic water closets 1.28 gallons/flush 1.12 gallons/flush' HR OFFICE w Urinals 0.5 gallons/flush 0.5 gallons/flush CP 13 OFFICE ?o 1. Includes water closets with an effective flush rate of 1.12 gallons or less when tested per ASME A 112,19.2 and ASME A 112,19.14. CP 1 93 SF 14 15 ISSUED FOR: DATE: 20 2. See Table 5.503.2.3 for additional notes and references. 1 203 SF ~ SUBMITTAL SET 02.04.2014 of 3. Where complying faucets are unavailable,aerators rated at 0.35 gpm or other means may be used to achieve reduction. 377 SF a° CA OFFICE OPEN OFFICE Z 2 Wz 21 19 GREEN BUILDING CODE NOTES: a X 1. NEW RESIDENTIAL GRADE EQUIPMENT AND APPLIANCES PROVIDED AND INSTALLED SHALL BE ENERGY 133 SF 269 SF �w STAR LABELED IF ENERGY STAT IS APPLICABLE TO THAT EQUIPMENT. }g 2. ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH REVISIONS: o n TAPE, PLASTIC, OR SHEETMETAL UNTILE FINAL START UP OF THE HEATING AND COOLING EQUIPMENT. NO. DESCRIPTION DATE ISSUED 0 3. ARCHITECTURAL PAINTS AND COATINGS,ADHESIVES, CAULKS AND SEALANTS SHALL COMPLY VITH o 0 VOLATILE ORGANIC COMPOUND (VOC) LIMITS LISTED IN TABLES 4.504.1,4.504.2, 4.504.3 AND 4.504.5 0m 4. ALL NEW CARPET INSTALLED IN THE BUILDING INTERIOR MEETS THE TESTING AND PRODUCTLn 1 PLANCHECK 04.11.2014 REQUIREMENTS OF ONE OF THE FOLLOWING: COMMENTS Z s i. CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM. Ld ii. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH STANDARDS PRACTICE FOR THE TESTING o� OF VOC'S (SPECIFICATION 01350). iii. NSF/ANSI 140 AT THE GOLD LEVEL. Y iv. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE GOLD. CP CP CP 1 0 0 5. 50% OF THE TOTAL AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH THE VOC LIMITS OR 1 1 1 HR OFFICE U)w BE CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCOPE PROGRAM. 6. NEW PLUMBING FIXTURES AND FITTINGS SHALL NOT EXCEED THE MAXIMUM ALLOWABLE FLOW RATE CA OFFICE CA OFFICE HR OFFICE0 of �> SPECIFIED IN TABLE A5.303.2.3.1. 20 18 17 16 �:w 0 0 0 160 SF �0 153 SF 136 SF 131 SF eNORTH -Im Al 3 LEGEND AND NOTES FINISH FLOOR PLAN - LEVEL 2 - CITY ATTORNEYS OFFICE 1 SCALE: 1/4" = V-0" PRINTED: 7/15/2014 2:03:29 PM BID SET 0701502014 / / / ' P-1 P-1 P-1 P-1 BEDROSIANS-THE STANDARD, _ / WALL TILE, _ TOILET SEAT 6"x24" DARK GRAY TL-4 COVER DISPENSER S I M O N G LOV E R INC. M TL-5 3ND ' BULLNOSE TRIM TL-5 MIRROR- FRAMELESS, WALL M TL-5 3293 PACIFIC AVENUE / MOUNTED. MANUFACTURER LONG BEACH, CA 90807 co TL-3 PH: 562.279.0050 BEDROSIANS-THE STANDARD, COUNTER TOP- o © 2005 SIMONGLOVER INC. ALL / WALL TILE LE- 61Ix24"CREME. ' CAESARSTONE, MISTY CARRIER 4141 T 3 ss-1 TL-4 RIGHTS RESERVED � \ GRAB BAR- BRADLEY \ N o \ o TOILET PAPER DISPENSER- \ _ co BOBRICK, B-3574 _ �SE� ARC,y� v co - TL-3 E.,q CCSSIBLE ET , 00 ` KOHL ER EC MARRON,LK 3851-RA-0 J\ It �P�� /�O � \ O C-29326 � O ih UNDER COUNTER SINK- \ N 10/31/15 Q \ M KOHLER, LADENA K-2214, WHITE. FAUCET- k RENEWAL DATE AMERICAN STANDRD, MOMENTS,TYP. co '9T ` TL-2 to S� I R I io TL-2 F0 BEDROSIANS-THE STANDARD- o OF CPA, AB 6"x12 " COVE WALL BASE TILE, C D DARK GRAY TL-2 ADA ACCESSIBLE TOILET ROOM ELEVATIONS (SEE FINISH SCHEDULE SHEET A13) o SCALE: 1/2" = V-0" a W Typ. STOREFRONT TOP RAIL, TYP. STOREFRONT TOP RAIL, z o 8 BLACK FINISH Al 4 BLACK FINISH o? A17 TEMPERED 1/2" GLASS A16 TEMPERED 1/2" GLASS oW APPLY FROST MATTE FILM TO ALL GLASS. APPLY FROST MATTE FILM TO ALL GLASS Z)° za OQ 2'-0" 3'-0" 3'-0" zi / \ \ EL \ Z (0 �z LLf ti w w U) o t a 44 5/8" 44 5/8" // 72" \\ 43 1/2" 42" 42" 42" 36" \\ O <c6 z= O Typ. O / \ iv \ n/ O 5 O L.L L) P-1 a� o a N 0 Fl- Z ao} o 0 pw co Wo \ / / &z z� L)z TYP. / j/ U w n N 1� //% //% //% / Z w oz \ A16 5 Z O \ / / zw \ / / W 36" 24" 36" ZZ W z T- 111/8" 3'-85/8" 6'-0" 3'- 10" 38 1/2 Z 3'-9 3/4" 3'-8 1/2" 3'-6" 3'-6" " � Z O 17'-55/8" O °� 13'- 10 3/4" > w° x CLEAR SILICON JOINT, STOREFRONT BOTTOM RAIL, CLEAR SILICON JOINT,TYP. STOREFRONT BOTTOM RAIL, °w R TYP. BLACK FINISH. BLACK FINISH. J W W= W ~~ W Z) 9O Z oz W o0 L° KITCHENETTE ELEVATION CITY ADMINISTRATOR OFFICE ELEVATION COUNCIL OFFICES ELEVATION A _° 6 4 2 O W � LLw SCALE: 1/2 — 1 -0 SCALE: 1/2 — 1 -0 SCALE: 1/2 — 1 -0 M ILL °� L.� O U a o W Q z �°-° STOREFRONT TOP RAIL, Typ STOREFRONT TOP RAIL, z 2 BLACK FINISH 7 p � w0 5 BLACK FINISH L LO D o All — TEMPERED 1/2" GLASS U W � CEILING PLAN APPLY FROST MATTE FILM TO ALL GLASS. ° \ 21' - 0" a� W �Z \ ISSUED FOR: DATE: o SUBMITTAL SET 02.04.2014 as J� \ / zm ' wz as o / am \ TEMPERED 1/2" GLASS / o_ APPLY FROST MATTE FILM TO /' �� P-1 \ ALL GLASS. / w a \ // 39 1/2" 39 1/2" 39 1/2" 39 1/2" REVISIONS: o 0 NO. DESCRIPTION DATE ISSUED o Z J \ _ / WO �\ o / o O D co 1 PLANCHECK 04.11.2014 �W COMMENTS o o w 1 J Ou / \ _co O� / \ 5 F_ / \ w A16 U)> TYP. P-1 0 0Of / \ M o 7 w � B-1 Al 4'-0" 3'-0" 3'-0" 3'-6" 3'-31/2" 3'-31/2" 3'-6" 36" HEIGHT 16-9 1/2" GYP. BD. FINISH INTERIOR GYP. BD. FINISH INTERIOR PARTITION Of PARTITION WALL STOREFRONT BOTTOM RAIL, BLACK FINISH. CLEAR SILICON JOINT, STOREFRONT BOTTOM RAIL, TYP. BLACK FINISH. A14 7 KIT HENETE WALL ELEVATION 5 MAYOR'S OFFICE ELEVATION 3 COUNCIL OFFICES ELEVATION B SCALE: 1/2" = V-0" SCALE: 1/2" = 1 -0 SCALE: 1/2" = 1 -0 PRINTED: 7/15/2014 2:03:43 PM BID SET 0701502014 NP' STOREFRONT TOP RAIL, 4 BLACK FINISH — TEMPERED 1/2" GLASS A16 APPLY FROST MATTE FILM TO ALL GLASS. SIMONGLOVER INC. 3293 PACIFIC AVENUE LONG BEACH, CA 90807 PH: 562.279.0050 © 2005 SIMONGLOVER INC. ALL RIGHTS RESERVED 36' 36"// //i 34" 34" /i 34" TYP. ��D RCI�y/ i 4 LEVEL2- 0" C-29326 12' O 14'-6" N 10/31/15 4 .1\ RENEWAL DATE -9 0� STOREFRONT BOTTOM RAIL, BLACK FINISH. CLEAR SILICON JOINT, TYP. \ 1 ELEVATION - ADMIN . OFFICE - COPY ROOM SCALE: 1/2" = 1'-0" w aZ Zo oF- QU OU) n 0 Z d O¢ Qz U� mU z Zca Om z W J J_ W> 0U EQ� H Wacm 7 Lu ` Q� /1 LLQ 7� OZ= y r O L.` a J U0 JU } ZQ 00 pw 0CL W J z w0 (j Z Q Z m }m OQ �// Z U Z W j Z W ZU 0Z O Z w 1 of O wz z Zz w� O O 0 wo W z xF_ 0 O w m J ry U)w W w ¢~ W U)°z o_orf Q wZ zoLU o0> � Za O w0 a) _>LL LU LL o w OQ (1)o < U g o W z LU �Ql1 0 vJ 0U Lr) 12� Z)o z U aW wz > Wo OU a� WN �Z a0 ISSUED FOR: DATE: U)o SUBMITTAL SET 02.04.2014 J Q as z� wz ao am O= �w w Q �a REVISIONS: 00 NO. DESCRIPTION DATE ISSUED o z wo 7 -- oD gm z0 z ofl�w ow zw m o� w0 W to W YQ �w W w0 LL F 0 Al 401 PRINTED: 7/15/2014 2:03:44 PM BID SET 0701502014 1 DOOR SCHEDULE A15 TDOOR DOOR DOOR DOOR FRAME FRAME REMARKS DOOR NO. WIDTH HEIGHT TYPE NO. PEl CORE MAT'L FIN. THICKNESS RAT'G MAT'L FIN. HARDWARE TEMPERED 1 3'-0" 8'- 10" B SSW - GL - 0'-0 1/2" NR - 3 STOREFRONT DOOR WITH WHITE DIFFUSER FILM / / / GLASS,TYP. / EXISTING DOOR TO BE REUSED / / TEMPERED DRYWALL SCREW, (1) NEXT TO EACH RETAINER CLIP 2 3'-0" 9'-0" A S SW Ed SC WD FF 0'- 1 3/4" NR AL FF 1 / / / GLASS,TYP. 3 STOREFRONT DOOR WITH WHITE DIFFUSER FILM / 3 3'-0" 8'- 10" B S SW - GL - 0'-0 1/2" NR EXISTING DOOR TO BE REUSED 4 3'-0" 9'-0" A S SW SC WD FF 0'- 1 3/4" NR AL FF 1 1 WESTERN INTEGRATED PREFINISHED KNOCK DOWN FRAME GL - STOREFRONT DOOR WITH WHITE DIFFUSER FILM 5 6'-0" 8'- 10" B D SW - EXISTING DOOR TO BE REUSED 6 3'-0" 9'-0" A S SW SC WD FF 0'- 1 3/4" NR AL FF 2 o T a „ � �� - GL - 0'-0 1i2" STOREFRONT DOOR WITH WHITE DIFFUSER FILMON PANEL. S I M O N G LOV E R INC. 7 3 -0 8 - 10 B S SW - INTERIOR 8 3'-0" 9'-0" C S SW SC WD FF 0'-1 3/4" NR AL FF 1 WESTERN INTEGRATE FRAMPROVIDE CARD R7EEA7DERO R WITH D FF 0'- 1 3/4" NR AL FF 1 WESTERN INTEGRATED FRAME-INTERIOR DOOR WITH VISION PANEL. OA FLUSH �) STORE FRONT FLUSH WITH GLASS 3293 PACIFIC AVENUE 9 3'-0" 9'-0" C S SW Sc W PROVIDE CARD READER VISION PANEL CA 90807 F 1 WESTERN INTEGRATED FRAME-INTERIOR LONG BEACH, 11 3'-0" 9'-0" B S SW Sc WD FF 0'- 1 3/4 NR AL FF 1 WESTERN INTEGRATED FRAME-INTERIOR PH: 562.279.0050 _o,. B s sw ScwD FF 0'- 1 3/4" NR AL o © 2005 SIMONGLOVER INC. ALL 12 3 -0 9 3 13 3'-0" 8'- 10" b S SW - GL - 0'-0 1/2" NR - - RIGHTS RESERVED STRIKE SIDE LATCH SIDE NOTE: (E)INTERIOR DOORS AT CITY ADMINISTRATOR'S OFFICE TO BE REMOVED AND REINSTALLED. FINALE DOOR FINISH T.B.D. SCHEDULED DOOR HEAT TREATED CASING RETAINER CLIP ALUM. CASING, 305 ��lir-0 ARC'y/ C-29326 O O10/31/15 4 �1\ RENEWAL DATE OF C A\-�F 0 DOOR TYPES 1 INTERIOR DOOR JAMB(HEAD SIM . DOOR SCHEDULE SCALE: 1/4" = 1'-0" SCALE: 3" = 1'-0" Z o o2 QU HARDWARE GROUPSno w HARD WARE LEGEND � o< aZ NOTES: ARDWARE CREATES A BASE STANDARD, EQUAL PRODUCTS MAY BE SUBMITTED FOR REVIEW. U w � U 1. CO 0 THE LISTED H J 0 LL00 0000 -10 2. ALL HARDWARE IS PROVIDED BY CONTRACTOR. O ~ z z 1 2 3 °m HARDWARE ITEM MANUFACTURE 5 R MODEL Z 0 o CONCRETE TILT-UP w' 1-1/2 PAIR BUTT HINGES HAGER BB1279 STD.WEIGHT BEARING 4-1/2"x4-1/2" PANEL PER STRUCTURAL Q G 0 o PRIVACY HARDWARE LATCH SC HLAGE ND 40S, RHODES, 613 FINISH o �z ° EXPANSION ANCHORS, Q W o d d J STOREFRONT PIVET HINGES T.B.D. T.B.D. 613 FINISH - ' - - . -° d #8X2"AT 18" O.C. a� T.B.D. 613 FINISH o 7 w r T.B.D. °a - L �a STOREFRONT HANDLE o AS ND 50PD RHODES,613 FINISH �.°a ° ° ° SHIM IR �~ OFFICE LATCH SCHLAGE a REQUIRED, TYP. o� IVES FS13 613 FINISH ° r° ' t ' OR MOUNTED DOOR STOPd W a.0 ` � BACKER ROD AND � �o SEALANT, TYP. a 5 0 SIGNAGE:"DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" G Z 00 4 1/2" EXTRUDED �Lu o NOTES: 1. LATCHING AND LOCKING DOORS THAT ARE HAND-ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING ALUM. WINDOW HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. FRAME 0 BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQU IRING THE ABILITY TO GRASP THE OPENING HA W wo z wo 2. HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30"AND 44"ABOVE THE FLOOR. o z z� C , rm KNOWLEDGE OR EFFORT WHEN THE SPACE IS OCCUPIED. v z oon Z 3. ALL EXIT DOORS, SHALL BE OPERABLE FROM WITHIN WITHOUT THE USE OF ANY SPECIAL 1' INSULATED GLAZING,TYP. � � W20 o? 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DET EXT JA Q UL w m o= HARDWARE LEGEND SCALE: 3" = 1'-0" O < Wo O Z Q z 'o SCHEDULED DOOR E L) O ZQLL CARPET, SEE FINISH Q w w SCHEDULE FOR MORE INFO. v d z ow WINDOW SCHEDULE 00 RESILIENT TRANSITION STRIP, a wN WINDOW R.O. NO. OPERATION WIDTH HEIGHT TYPE SILL HEIGHT COMMENTS COLOR TO MATCH RESILIENT No BASE,TYP. ISSUED FOR: DATE: 20 SCHEDULED DIM. 1 FIXED 7'-10" 4'-8" A 3'-0" U.S.ALUMINUM OR EQUAL,DUAL GLAZED CONC. FLOOR, SEE FINISH ~ '- U.S.ALUMINUM OR EQUAL, DUAL GLAZED SUBMITTAL SET 02.04.2014 ~ 2 FIXED 7'- 10" 4'-8" A 3 0" 2 SCHEDULE FOR MORE INFO. J m 3'-0" U.S.ALUMINUM OR EQUAL, DUAL GLAZED w a 3 FIXED 7'- 10" 4'-8" A z 2 q 3'-0" U.S.ALUMINUM OR EQUAL, DUAL GLAZED A15 a-z 4 FIXED 9'- 10" 4'-8" NOTE: CHANGE IN MATERIAL, ALIGN WITH INSIDE OF DOOR STOP ao m OX �w LLI ° d , 4' z ) _ t, w} V = REVISIONS:DESCRIPTION DATE ISSUEDOD jo z T > ap w THRESHOLD — CARPET/CONC. TRANS . 1 PLANCHECK 04.11.2014 Lm COMMENTS �o Ln GLASS LEGEND SCALE: 3" = V-0" MULLION ow ow O VISION GLASS _w SCHEDULED DOOR �� O TEMPERED GLASS LL o� CARPET, SEE FINISH o W�: O ALUMINUM EXTERIOR SCHEDULE FOR MORE INFO. U)w WINDOWS, FIXED. �> it> ALUM.TRANSITION STRIP 3w wo w �o VCT, SEE FINISH SCHEDULE FOR MORE INFO. NOTE: CHANGE IN MATERIAL, ALIGN WITH INSIDE OF DOOR STOP Al 5 4 THR ESHOLD — CARPETNCT TRANS. WINDOW SCHEDULE WINDOW TYPES SCALE: 3" = 1'-0" SCALE: 1/4" = 1'-0" PRINTED. 7/15/2014 2:03:45 PM BID SET 0701502014 (E)STRUCTURE 2-#10 SCREWS TO EXISTING FRAMING TOP TRACK BRACE AS REQ. USING SAME GAGE AS STUDS @ 48"O.C. TO ROOF co STRUCTURE BETWEEN HORIZ.WALL n � ° ° ° ° ° GENERAL NOTES FOR PARTITIONS CORNER BRACING OR ATTACH n n n lI — PARTITION TO STRUCTURE ABOVE n n J - PLAN CHECK NOTES n n ` �n 1. INSULATION SHALL BE PROVIDED IN WALLS AND CEILINGS/ROOF PER TITLE 24 STATE ` u n — - _ ATTACH TRACK ENERGY CALCULATIONS. ` TO STUD AT n �u�� U� / n `O SLOTTED SLIP TRACK METAL STUD EACH FLANGE WALL SIZE & 2. OPENINGS IN FIRE WALLS SHALL COMPLY WITH SECTION 705.8 OF THE CBC. ` SCHEDULED CEILING (WHERE OCCURS) W/#8 SCREWS SEE ` NG SEE JOIST SPAN SCHEDULE n CHART SEE SECTIONS n� INTERIOR PARTITIONS (NON-LOAD BEARING) SCREW AND WASHER SCHED. AND STUD S I M O N G LOVER INC. ISOMETRIC METAL STUD TRACKF SCHEDULE 1. REFER TO FLOOR PLAN FOR WALL TYPES. 3293 PACIFIC AVENUE � \` ° 2. REFER TO THE ROOM FINISH SCHEDULE AND RELATED DETAILS FOR FINISHES LONG BEACH, CA 90807 REQUIRED AND TO THE MANUFACTURER FOR SURFACE PREP. REQUIREMENTS. PH: 562.279.0050 ` #10 SCREW W/STAND OFF 0 0 0 1 SCREWS 3. REFER TO THE FLOOR PLAN, INTERIOR ELEVATIONS, DETAILS, MECH, PLUMB AND © 2005 SIMONGLOVER INC. ALL WASHER 12" O.C. MAX. TO ELECTRICAL PLANS FOR WALL BACKING REQUIREMENTS AND IN-WALL UTILITIES. RIGHTS RESERVED ° 4 STRUCTURE ABOVE TRACK 20 GA. z #8 SCREWS BUILD UP HEADER, 4. ALL DOOR OPENINGS UP TO 48"WIDE SHALL HAVE 20 GA. TRACK HEADER AND JAMB 4" SLOTTED TOP TRACK SEE SCHEDULE STUDS EXTENDED TO STRUCTURE ABOVE. INTERIOR STOREFRONT PARTITION @ 12"O.C. SEE 5. PROVIDE 8"STEEL STUDS AT ALL PLUMBING WALLS AND/OR WALLS WHERE RECESSED 1 3/4"x4"TOP TRACK(HEAD) CHART ELECTRICAL PANELS ARE LOCATED. COORDINATE WITH RELATED SUB-CONTRACTORS. U F — — SCHED. SrD ARC/ 6. PROVIDE 3-5/8"X 20 GA. STEEL TRACK BACKING AT ALL WALL MOUNTED DOOR STOPS. CV w #6 SCREW AT CENTER OF U SLOT WITH STAND OFF #8 SCREWS 7. ALL STUDS SUPPORTING WALL HUNG CABINETS SHALL BE MIN 20 GA. STUDS SPACED Q 2!O 1/2"TEMPERED GLASS WASHER,TYP. EACH OPENING AT 16"O.C. MAXIMUM. REFER TO DETAILS FOR REQUIRED BACKING MATERIAL AND CONNECTION. ' O SECTION @ 12"O.C. C-29326 - STUD BOTH SIDES 2 INTERIOR STOREFRONT SYSTEM 0 0 INTERIOR STOREFRONT PARTITION 8. ALL RATED WALLS (FIRE &SMOKE)SHALL BE CONSTRUCTED SO THAT SECONDARY (n 10/31/15 mIddr— SYSTEM MTL. STUDS PER PLAN, SEE 0 WALLS DO NOT PENETRATE SYSTEM.ALL PENETRATIONS SHALL BE SEALED W/UL RENEWAL DATE RUBBER SETTING BLOCK PARTITION SCHEDULE FOR LISTED FIRE STOP SEALANT, UL LISTED ASSEMBLIES OR APPROVED EQUAL. OQ- O CLOSURE STUD BACK TO BACK T � MORE INFO. REQUIRED FOR STUDS W/-#8 9. SUBMITTAL FOR WALL MATERIALS SHALL BE PROVIDED TO SUBSTANTIATE THAT THE OF C P, MASONRY FASTENER, TYP. OPENING JAMB SCREWS @ PROPOSED MATERIALS HAVE BEEN TESTED BY A RECOGNIZED TESTING AGENCY TO 12" O.C. MEET THE REQUIRED RATINGS AND PERFORMANCE LEVELS OF THE SPECIFIED MATERIALS. INTERIOR STOREFRONT PARTITION 0 10. COMPLY WITH THE FOLLOWING ICC-ES REPORTS: BOTTOM 1 3/4"x 4" FLOOR TRACK(SILL) � TRACK HEAD CONTINUOUS TRACK W/ .177" POWER "SSMA"- ICC-ES#4943P "ITW RAMSET/REDHEAD"- ICC-ES#1799 (POWDER DRIVEN PINS) o SCALE: 3" - 1 -O" PART NUMBER 1500-0.145" SHANK DIAMETER. 0 .aa. ,'. - - - -a - ,• d'•' ' - - - ,� - .p - _ _ DRIVEN SHOT PINS @ 16"O.C. a P• ; ba ;, ALSO IN COMPLIANCE WITH a ' - ad, 4Q-° Q• a4 <. _ - -a _ _ - P�- ;FLOOR SLAB` _•;< a U.N.O. @SECTIONS ICC-ES#1799 LOS ANGELES RESEARCH REPORT#25889: Lu <n a a -Z zo _ - a d- _ _ °CONCRETE REFER TO THE FOLLOWING TABLE FOR ALLOWABLE WALL HEIGHTS, HEIGHTS ARE a W 4 PARTITION TYPE C - SECTION AND PLAN 2-#10 SCREWS TO EXISTING FRAMING SLAB11111 FOR NON-LOAD BEARING STEEL STUDS USED FOR INTERIOR PARTITIONS WITH 5/8" °o 0 o GYPSUM WALLBOARD ON EACH SIDE. REDUCE ALLOWABLE HEIGHTS TO THOSE oa SCALE: 3" - 1'-0" �� (E)2X FRAMING LISTED WITHIN THE ICC-ES REPORT FOR STUDS WITHOUT GYP. BD. BRACE ALL °z STUDS AS REQUIRED SO AS NOT TO EXCEED THOSE ALLOWABLE HEIGHTS SET BY (E)STRUCTURE THE MFR.AND THE ICC-ES REPORT. SUBMIT FOR APPROVAL, CURRENT ICC-ES BRACE AS REQ. USING SAME GAGE AS STUDS @ 48"O.C. 2-#10 SCREWS TO EXISTING FRAMING TO ROOF STRUCTURE BETWEEN HORIZ. WALL CORNER REPORT. (NUMBERS REFER TO SSMA STUDS) z ` BRACING OR ATTACH PARTITION TO STRUCTURE ABOVE z °m BRACE AS REQ. USING SAME GAGE O O O O O O NON-COMPOSITE W z O J TRACK SAME SIZE AND GAUGE AS STUD, '- / AS STUDS @ 48"O.C.TO ROOF MAXIMUM PARTITION HT. MAXIMUM PARTITION HT. co co C5 STRUCTURE BETWEEN HORIZ.WALL FOR MORE INFORMATION SEE DETAIL SIZE s z CORNER BRACING OR ATTACH 1 SPACING HEIGHT SPACING HEIGHT ui PARTITION TO STRUCTURE ABOVE A16 362S125-18 16" 12'-2" 24" 9'-11" aLu w> 362S125-33 16" 18'-11" 24" 15'-6" z m METAL STUD O ¢c; HEADER: WALL SIZE & 60OS125-33 16" 27'-0" 000 o� � SEE ABOVE SPACING 60OS125-43 16" 32'-11" SEE SECTIONS ^ a o ` SCHEDULED CEILING (WHERE OCCURS) AND STUD 600S125-54 16" 35'-3" L.L ` SEE JOIST SPAN SCHEDULE SCHEDULED CEILING (WHERE OCCURS) SCHEDULE (50 KSI) oa o �z SEE JOIST SPAN SCHEDULE J P� \ 12 OPENING o 11. ALL GYPSUM WALLBOARD SHALL BE MOISTURE RESISTANT AT THE FOLLOWING o w LOCATIONS: (M.R. GYP. BD. SHALL NOT BE USED FOR CEILINGS.)TOILET ROOMS, \ ` JANITOR CLOSETS (WHEN SUPPLIED W/MOP SINK)OUTSIDE AIR SHAFTS, PLUMBING w o 5/8"TYPE'X' GYP. BD. FULL HEIGHT ONE SIDE SHAFTS, OPEN AIR MECH. ROOMS. z &Z ATTACH TRACK TO STUD SEE z�- OF METAL STUDS, FASTEN TO STUD PER FIRE CHART Q Em TEST OR UBC. 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EACH SIDE 0 ° ° PARTITION 4 = 4" =w HEIGHT 6 = 6" z 00 FLOOR SLAB DESIGNATION .6x FRAMING SIZE 8 - 8 Q LLI w SECTION -6"ABOVE CLG. w U)o DESIGNATION p = PLAN DIM. u_ �� ATTACH TRACK PARTITION HEIGHT DESIGNATION N > > � zg 2 PARTITION TYPE A 6 ABOVE CLG . Q LL wC) M5 TO STUD AT w = EXTEND GYPSUM BD. WALL TO UNDERSIDE OF STRUCTURE Q 0 �g SCALE: 3" = 1 1-0° EACH FLANGE w W/#8 SCREWS x = EXTEND GYPSUM BD. WALL TO 12'-0"A.F.F. o= y = EXTEND GYPSUM BD. WALL TO 6"ABOVE CEILING, TYP. I..L O Q Q �o Z = EXTEND GYPSUM BD.WALL TO CEILING IL•'�I U W O o W Q z of� w¢ 1/2"TEMPERED GLASS CONCRETE U z zLL SLABE� C) cl� cl 0 NOTE: INTERIOR PARTITION BRACING DETAILS PER STRUCTURAL in Z s INTERIOR STOREFRONT SYSTEM o 0 0 0 0 ° Z U ; vo (� CONTINUOUS TRACK W/.1 77" POWER - - - - - - - - - — — — — — — — — — — — — — — EXISTING ou Z DRIVEN SHOT PINS @ 16" O.C. STRUCTURE u U U.N.O. @ SECTIONS ICC-ES#1799 �o L� 1/2" 6GW-1 ISSUED FOR: DATE: �Z O INTERIOR STOREFRONT PARTITION FLUSH MOUNTED WALL OR CEILING SYSTEM 0 0 g SYSTEM CLEAR ANODIZED FINISH ALUMINUM COVER 0-) 0 MILL FINISH ALUMINUM BASE SUBMITTAL SET 02.04.2014 a o J K 100%MOVEMENT KING STUDS SPAN HEADER SIZE W 4314" - - - - - - - - - — 12'-0"A.F.F. m FASTENER, TYP. w o I'crO PROVIDE 2X WOOD BLOCKING o"ocP 362S 162-33 INT. SIZE OF WALL am ~ FOR SILL ATTACHMENT @ 1/TO MATCH WALL 4'-0" AND 33 MILS O_ sis 362S 162-43 DEMISING °w wa 5/8"TYPE'X'GYP. BD. FULL HEIGHT REVISIONS: L)u) ONE SIDE OF METAL STUDS, FASTEN 1/ INT. PARTITION 6'-0" 362S 162-33 INT. SIZE OF WALL CEILING o 0 NO. DESCRIPTION DATE ISSUED Z TO STUD PER FIRE TEST OR UBC. AND 33 MILS wo FASTENED WITH 1-1/4" DRYWALL U om SCREWS: EDGES-8"O.C. FIELD- (o 1 PLANCHECK 04.11.2014 SECTION 12" O.C. —5/16" 2/ DEMISING WALL 6'-0" 600S 162-43 DEMISING L SIZE OF WALL COMMENTS MTHSD8114 L� AND 33 MILS zP @ 20"O.C. J of O UJ MTL STUDS PER GEN. NOTE#10 1 pis° 1^ �� 2/ DEMISING WALL 600S 162-33 INT. SIZE OF WALL F=)- 8'-0" 600S 162-43 DEMISING AND 33 MILS o �� 2/ INT. PARTITION —[ w w 800S 162-43 INT. PLAN DE 3 12'-0" g00S 162-54 (50 KSI) DEMISING SIZE 3 WALL �> AND 43 MILS FLOOR �o RUNNER TRACK SAME GA. AS �J w x y Z m o STUD, FASTEN TO STRUCTURE WITH SHOT PINS PER ICC-ES 800S 162-54 INT. SIZE OF WALL NO.1799, .145 DIA. SHOTPINS DI W/1" MIN. EMBEDMENT 32"O.C. 3 16'-0" 800S 162-68 (50 KSI) DEMISING AND 54 MILS LARR#22668 - IP FASTEN STUD TO TRACK WITH#8 SMS TYP. EACH SIDE SECTION -UNDERSIDE OF CLG. FLOOR SLAB A16 PARTITION TYPE C - SECTION AND PLAN tLL EXPANSSION JOINT HEADER OPENING WALL - GENERAL NOTES 5 3 SCALE: 3" = V-0" : 6" = 1'-0" PRINTED: 7/15/2014 2:03:48 PM BID SET 0701502014 j TRANSACTION COUNTER ��_8�� RECEPTION DESKTOP 6"x1x16GA TRACK(TRACK SIMONGLOVER INC. TO RUN 2 STUDS MIN. BEYOND b ITEMS BEING SUPPORTED) 1-04 3'-0" 3293 PACIFIC AVENUE LONG BEACH, CA 90807 A17 2 1 -8 3 :A17)° > PH: 562.279.0050 (3)#10 SCREWS TO EACH HEAD _ _ --' © 2005 SIMONGLOVER INC. AL RIGHTS RESERVED PARTITION STUD ` b 2'-6" 0) ,� Al 4 c�� A/?Cy NOTES: WHERE STUD FLANGES ARE NOT ATTACHED TO FINISH MATERIALS, (DRYWALL, STUCCO, PLASTER, ETC), ON BOTH SIDES OF STUD, SUPPLY 4"TOE KICK 1-1/2 X 16 GA. COLD ROLLED CHANNEL BRIDGING THROUGH CENTER PUNCHED OPENINGS IN STUD AT 3'-0" O.C. VERTICALLY. SEE OTHER 4 C-29326 ARCHITECTURAL AND LABORATORY DRAWINGS FOR LOCATIONS OF '417 O CASEWORK, EQUIPMENT, ETC.THAT NEED BACKING. PROVIDE AT OTHER N 10/31/15 4 LOCATIONS WHERE REQUIRED. � � �A RENEWAL DATE 0 OF Ci � DESK SECTION CITY ATTORNE Y'S OFF. RECEPTION DESK PLAN- CITY ATTOR. OFF. D 7 MOUNTING OPTION :41 „ _ , „ SCALE: 1/2" = V-0" w NOT USE „ _ , „ SCALE. 1/2 — 1 -0 SCALE: 1 — 1 -0 a z Zo oI:= W oJ) z °a OaZ BACKSPLASH/RETURN o� SEE FLOOR PLAN z It BARRIER FREE STAINLESS STEEL SINK AND z z v om as ----- FAUCET AS SPECIFIED ON ELEVATION _ .t _____ Z J J wco(00 z COUNTERTOP �List N Q W iY Q z > LLC (E) EXPANSION JOINT O z� ` — MINIMAL WOOD BLOCKING/STOP Z� 00 (E) ROOF DECK o j — NO DOOR AT SINK- FULL HEIGHT ADA ACCESSIBLE ��1 a'0 LM-1 V J � - N CEILING AS SCHEDULED DOOR TO ALLOW WHEELCHAIR 7 Z ACCESS 36"CLR.,TYP. 5 < o G °o zz — PULL AT DOOR LM-1 O �o LIJ 2 _ ME SIZE AND D --- FIELD CUT-OUTS FOR ELECTRICAL/ ~ / TRACK SA ADJUSTABLE SHELVES (2) 8"CLEAR L GAUGE AS STUD X PLUMBING ACCESS AS REQUIRED Q - - wo / / o KN E SPACE _j C - "Z BOXED HEADER / T�C, L!L_Lu_: ° Li WASTE DISPOSER U \ aM WHERE NOTED N M / onFASTEN CABINET TO WALL W/# 12 PHSMS Z UZ— CABINET DOOR W/WASHERS SPACED @ 8" O.C., INCLUDE Wwv 2 1/2" DEEP LEG SLIP TRACK w % oCEILING EXPANSION ° SCREW CAPS WHERE VISIBLE. CABINET U w _SAME SIZE AND GAUGE AS ° a J LEVEL2 a/ ° ° BACKING PER DETAIL: U 12' 0" zw JOINT STUD W/2#1OX 1 1/2" Im U - REMOVABLE WHITE MELAMINE SCREWS 24"O.C. TO z w ti STRUCTURE-HOLD STUD m p N _ PANEL ON HANGER CLIPS f- z o 1/2" BELOW STRUCTURE. U ° z Z CABINET DOOR WHERE OCCURS Z =� Ow ° -wo J4 IL Lu Q =F a ° d oil 20 GA. STUD AT 16"O.C. _ ° J o 0 ^ Wa I..L w w W a4 W Z LL �° Z wz W oo w Fo Za CURS - CITY ATTORNEYS OFF. Q M _° SGHEDULEDCEILING (WHEREOC ) CESSIBLE SINK CAB . SECT• 2 ELEVATION C p L o= SEE JOIST SPAN SCHEDULE q Q Wo :5: N SCALE: 1/2" = 1'-0" 4"TRACK 20 GA. SCALE: 12" = V-0" I¢— U g o c w O N � z PARTITION BACKSPLASH. SEE FINISH cf)Q Z wo INTERIOR STOREFRONT PART O Q 1 3/4"x4"TOP TRACK(HEAD) �` SCHEDULE w o z Zo INSTA-HOT DEVICE m W w z d > o w COUNTER. SEE FINISH 00 0'-0 1/4" SCHEDULE S.S. SINK AT COUNTER aF- wN o F — — WASTE DISPOSAL go 1/2"TEMPERED GLASS NU L ISSUED FOR: DATE: 20 CD ji, NT SYSTEMFASTEN CABINET TO WALL W/# 12 PHSMS SUBMITTAL SET 02.04.2014 INTERIOR STOREFRO W/WASHERS SPACED @ 8" O.C., INCLUDE REMOVABLESCREW CAPS WHERE VISIBLE. w \ _ PANEL Q INTERIOR STOREFRONT PARTITION ° am x SYSTEM o o w °W RUBBER SETTING BLOCK c a I I Q a 108" W Q ADJUSTABLE SHELF I I w ° 48• 60" REVISIONS: J U W o0 N — — — — — — — — — J _ NO. DESCRIPTION DATE ISSUED -z MASONRY FASTENER, TYP. o o CABINET BACKING PER DETAIL. — — — — — — — — — z wo — — — Y - - - - - - - ��C - - - - - - - � Q7 1 PLANCHECK 04.11.2014 INTERIOR STOREFRONT PARTITION ° �\ — — _ _ BOTTOM 1 3/4"x 4" FLOOR TRACK(SILL) P-LAM TOE KICK, SCRIBE TO FINISH FLOOR. _ _ _ _ N COMMENTS o o / \ z ow ow CARPET TILE \ 180° OPENING / zco w o \ HINGES - NOTE: FOR MORE INFORMATION SEE \ \ / / - a \ LL LY a / PEN � � / / w '. .aa DETAIL o `)> 9P / \ O 0'-3" ^ FLOOR SLAB DEPTH PER PLAN LEVEL2 w 32" CLEAR MINIMUM — — — o WITH DOORS IN OPEN POSITION NOTE: G.C. TO FIELD VERIFY(E) CONDITIONS AT EXPANSION JOINT 36" 42" HEIGHT PARTITION A17 _ PLAN ELEVATION - CITY ATTORNEY'S OFFICE - SECTION KITCHENETTE N ACCESSIBLE SINK CAB. 3 : 1/2" = 1'-0" 9 PART ITION TYPE C - SECTION g CABINET SEC 6 SCALE: 12" = 1'-0" SCALE SCALE. 1 1/2" = V-0" SCALE: 1" = V-0" PRINTED: 7/15/2014 2:03:51 PM BID SET 0701502014 NOTES: SUSPENDEDCEILING GENERAL NOTES: 1. PROVIDE ONE SET OF 4 BRACE WIRES AND — FOR DOUBLE STUD ATTACH WEB TO FLANGE FIXTURES WEIGHING LESS THAN 56 LBS. MAY BE COMPRESSION STRUT FOR EACH 144 SQ. FT. OF WITH NO. 6 SCREW @ 16" O.C. U.B.C. SUPPORTED ON CEILING GRIDS RATED AS "HEAVY CEILING AREA(MAX.)SPACE AT 12'-0"X12'-0" A S125 METAL STUD HAS A 1-1/4"WIDE FLANGE. DUTY" PROVIDE TWO SLACK 12 GA. SAFETY WIRES MAX. LOCATE FIRST SET 6'-0" FROM ADJACENT SEE DETAIL ATTACHED TO FIXTURE AT DIAGONAL CORNERS AND WALL, TYP. 6 FOR TO STRUCTURE ABOVE WITH 17 SHOT PINS SUSPENDED CLG. SYSTEMS SHALL BE DESIGNED TO RESIST A LATERAL FORCE OF 20% OF A18 COMPRESSION THE WEIGHT OF THE CEILING ASSEMBLY AND ANY LOADS TRIBUTARY TO THE SYSTEM. A 2. FASTEN BRACING WIRES TO THE STRUCTURE PIPE STRUT ALT. MIN. CEILING WT. OF 5 POUNDS PER SQ. FT. SHALL BE USED. PER DETAILS BELOW. SECONDARY STUD WHERE REQUIRED WHEN THE CEILING LOADS DO NOT EXCEED 5 POUNDS PER SQ. FT.AND WHERE PARTITIONS 12 GA. BRACING WIRE W/MIN.4 BY SCHEDULE ATTACH TO MAIN STUD TJI JOIST OR 2"x4" ARE NOT CONNECTED TO THE CEILING SYSTEM, THE FOLLOWING BRACING SYSTEM MAY BE TIGHT TURNS W/IN 1 1/2"TYP.AT WITH#6 SCREWS AT 16"O.C. ROOF SUB PURLIN. \ EMPLOYED: BOTH ENDS OF WIRE LOCATE W/ IN 2" FROM GRID INTERSECTION SET AT HANGER WIRES AT 4'-0" O.C. TYP.AND A. LATERAL SUPPORT MAY BE PROVIDED BY FOUR WIRES OF MAX. NO. 12 GA. SPLAYED IN FOUR 45' MAX. FROM HORIZ.AND SPLAYED AT 8" MAX. FROM PERIMETER WALL SUPPORT FIXTURES OVER 56 LBS. WITH DIRECTIONS 90'APART,AND CONNECTED TO THE MAIN RUNNER WITHIN 2"OF THE CROSS IN FOUR DIRECTIONS 90'APART AT II 4 INDEPENDENT TAUT 12 GA. HANGER S I MON G LOVER INC. RUNNER AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE 12'-0"O.C. EACH WAY. WIRES ATTACHED TO STRUCTURE FOR BRACING WIRES- FULLY OF THE CEILING. THESE LATERAL SUPPORT POINTS SHALL BE PLACED 12'-0"ON CENTER IN 8" MAX. FROM WALL ABOVE. WIRES MUST BE CAPABLE OF EMBED EYELET SCREW THREADS EACH DIRECTION, WITH THE FIRST POINT WITHIN 6'-0" FROM EACH WALL. SUPPORTING 4 TIMES THE WEIGHT OFX, 3293 PACIFIC AVENUE IN DIRECTION OF WIRE. THE FIXTURE. LONG BEACH, CA 90807 B. ALLOWANCE SHALL BE MADE FOR LATERAL MOVEMENT OF THE SYSTEM. MAIN RUNNERS PH: 562.279.0050 MAY BE ATTACHED AT TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND II © 2005 SIMONGLOVER INC. ALL NOTES: THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS. RIGHTS RESERVED 1. WHEN ATTACHING TO 2"x4"SUB PURLINS ADD ADDITIONAL 2"x4"W/6 D'S @ 24"O.C. C. VERTICAL SUPPORT SHALL BE PROVIDED AS REQUIRED IN UBC STANDARDS, WITH THE LIGHT FIXTURE OR PROVIDE TWO CEILING 2. HANGING FROM BOTTOM OF TRUSS OK. ADDED REQUIREMENT THAT DISCONTINUOUS ENDS OF CROSS RUNNERS SHALL BE .MECHANICAL AIR DIFFUSER HOLD-DOWN CLIPS PER VERTICALLY SUPPORTED WITHIN 8"OF SUCH DISCONTINUITIES AS MAY OCCUR WHEN THE FIXTURE HOLD-DOWN (AT OLIPPP. CORNERS) CEILING IS DISRUPTED BY A WALL. SEISMIC WIRES AT 90 DEGREE D. LIGHTING FIXTURES AND AIR DIFFUSERS SHALL BE SUPPORTED DIRECTLY BY WIRES TO THE PER DETAIL MAIN RUNNER 3 MAIN OR CROSS RUNNERS rD ARC STRUCTURE ABOVE. A18 5 �NEW E S y/� SCHEDULE SEISMIC BRACING PER METAL STUD SIZE AND GAUGE SINGLE STUD L DOUBLE STUD LF__1 C-29326 SCREW STUD TO MAIN O O 250 S125-33(20 GA.) 12'-0" 20'-0" RUNNER WITH 2-#12 SCRES N 10/31/15 362 S125-33(20 GA.) 13'-0" 27'-0° CROSS RUNNER -7 RENEWAL DATE TYP. WIRE CONNECTIONS AT 362 S 125-43(18 GA.) 13'-0" 27'-0" TYPICAL CEILING BRACE TYPICAL FIXTURE SUPPORT TK 0 600 S125-33( GA.) 14'-0" 41'-0" F C A BOTTOM OF JOIST CONDITIONS 600 S125-43(18 18 GA.) 14'-0" 42'-0" LARR#25032 O SUSPENDED CEILING NOTES Z 0 Lu BRACE AS REQ. OR ATTACH TO STRUCTURE ABOVE, o o SEE PARTITION SCHEDULE FOR MORE INFO. a �o oU) A - o< z 2-#10 SCREWS TO EXISTING FRAMING mo z- J \ \ \ CONT. TOP (E)2X FRAMING z a a 3"x 1/4" EYE LAG FASTENED \ \ TRACK W TO 2"X RAFTERS ABOVE \ 5 \ 362T125-43 CEILING TIES @ 45 G co z \ POSITIONS (SEE SCHEDULE) WITH 2 ACWW-3 COLOR: G W \ MIN. -#8 SCREWS @ EACH JOIST ACOUSTICAL CEILING SYSTEM SANTOPRENE COLORS AVAILABLE: W ��U) \ 2-#8 SCREWS w MILL FINISH ALUMINUM BASE BLACK,WHITE,GRAY,TAN,OR BRONZE ow \ @EACH STUD 50%MOVEMENT PLEASE SPECIFY \ TO TOP TRACK z ELECTRICAL CONDUIT. EXTEND \ CEILING JOISTS 315/16" O �� TUBE TO BE TIGHT TO CEILING \ CEILING TEE \ (BY OTHERS) w GRID AND STRUCT.ABOVE, SEE \ (SEE SECTION NOTES) SCHEDULE FOR SIZE \ P"O.C.@ ^ 710 \ FINISH MATERIAL 20"O.C. 0— Jo BB DRYWALL(TYP.) 5/8" - _ \{" °: r',,\ _i o z NO. 12 GA. VERT. WIRE HANGER. w O METAL STUD WALL, 60OS125-30 CEILING JOIST, RAL15 SANW300A o W z 0 SEE SCHEDULE O 16 O.C. z 3" -T_1/2" wo I II CD O z 2 2 z ZZ w LU Q om U) 1 0 1 l 0 1 z °Z w wj W �U O? FU RUNNER Z Dw 2 zo A U) z =I2 B °LL O ww o b d < z =U dd PLAN: A00 � SECTIONS: w W W U)o Q \ W Co owo z / > Lo Z)g 4 GYP. CEILING WALL ACT EXPANSSION JOINT wC) M5 LL SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" LL U 0_ a Q 3:o 0 H a o 45° (TYP.) J >_ zz z �o _ �Q �W ' z Z U 4'-0" 12'-0" C) W w U U � > wo xx ou 8"MAX.— FIXED Q END �� 00 w o ISSUED FOR: DATE: oo q oL SUBMITTAL SET 02.04.2014 LL~ J K (4) NO. 12 GA. SPLAY WIRE IN a PLANE OF EA. RUNNER-VERT. @ zm APPROX.450, ALL WIRES SECURED ao TO RUNNERS APPROX. 2" FROM ACWC-3 a m INTERSECTION ACOUSTICAL CEILING SYSTEM o w 0 MILL FINISH ALUMINUM BASE Z COMPRESSION PIPE STRUT 5o°i°MOVEMENT wg 3 1/2" REVISIONS: o SIZE SCHEDULE (BASED ON L/R<200) NOTE: BRACE SPACING @ 8' MAX. MIN. NO. 12 GA. 1/2" MIN. NO. DESCRIPTION DATE ISSUED oZ 12'-0" O.C. MAX. IN EA. z a o0 DIRECTION AND 6'-0" J FIXED cEILwGTEE a 0m SIZE: MAX. HEIGHT: w (BY OTHERS) TH316134@ 2 PLANCHECK 04.30.2014 SUSPENDED v END 20"o.c. 1/2"x 22 GA. S-0" CEILING GRID 0 PSM838@ COMMENTS z� _ ` + 20"O.C. RAL1 U J 3/4"x 22 GA. 4'-0" � 5/s" _ „, -^ .,�•_ Z Ld 1"x 20 GA. 6'-0" N z 4 PLAN MIN. RAL15 SANW300A Q O 1 1/4"x 20 GA. 7'-0" w 3: 1/2" 3" U)w 1 1/2"x 20 GA. 8'-6" SECTION Y a NOTES: 1. TIE TWO ADJACENT WALLS TO CEILING MAIN AND CROSS RUNNER. o 2"x 20 GA. 11'-6" w o 2 1/2"x 18 GA. 14'-6" 2. INSTALL CLG. GRID USING NO. 12 GA. SPLAY WIRE HANGERS AT 45 o DEGREES, 90 DEGREES TO EA. OTHER(4 WIRES)BEGINNING 4'-0" 3"x 16 GA. 17'-3" NOTE: COMPRESSION STRUT FROM STARTING POINT OF GRID AND TILE LAYOUT AND IN BOTH SHALL NOT REPLACE HANGER DIRECTIONS AT 12'-0"O.C. THEREAFTER. 3 1/2"x 16 GA. 23'-3" WIRE. A18 6 COMPRESSION STRUT DETAIL ALT. 5 SEISMIC BRACING DETAIL 3 SEISMIC ANCHORAGE DETAIL 2 EXPANSION JOINT SCALE: 12" = V-0" SCALE: 3" = V-0" SCALE: 3" = 1'-0" SCALE: 1/4" = V-0" PRINTED: 7/15/2014 2:03:53 PM BID SET 0701502014 PARTITION PER FLOOR PLAN TWO (2) 12 GA. SLACK SAFETY WIRES SET OF 4, 12 GA. BRACING WIRES ORIENTED 90 DEG. FROM ATTACHED AT DIAGONAL CORNERS AND EACH OTHER AT 8'x 12' O.C. ANCHORED TO STRUCTURE ABOVE 12 GA. HANGER WIRE HANGER WIRE, TYP. CHANNEL AROUND LIGHT FIXTURE- SAME AS MAIN RUNNER TYP. MAIN RUNNER 3/4„ SIMONGLOVER INC. FREE RESTRAINED CROSS FURRING CHANNELS END END 3293 PACIFIC AVENUE ATTACH LIGHT LONG BEACH, CA 90807 GYP.BD. FIXTURE TO CHANNEL PH: 562.279.005O TAPPINGG SCREWS @ WITH# SELF © 2005 SIMONGLOVER INC. ALL ,-: 12° O.C. TYP. = RIGHTS RESERVED -- 2" CROSS RUNNER _- Typ, MAIN ACOUSTICAL TILE RUNNER NOTE: PERIMETER CLOSURE ANGLE WITH#10 SELF TAPPING SCREWS TO EACH STUD AT ONE END; _ SEC ARC,y� ILLOPPOSITE WALLS MUST HAVE 3/4"CLEARANCE. POP RIVET MAIN-RUNNERS TO CROSS-RUNNERS AT V� ��NEW E' RESTRAINED END ONLY. (CBC 2007 SEC. 13.5.6.2.2) �P O C-29326 A ICC-ES#2123& ICC-ES# 1308 0 10/31/15 O RENEWAL DATE $1OF CP, NOT USED NOT USED 4 TYP. DOWNLIGHT FIXTURE AT GYP BD. TYP. SUSPENDED AC TILE AT EDGE COND. Z 0 SCALE: 3" = 1'-O" SCALE: 3" = 1'-O" a w az z0 OF- QU OU) Q� TWO (2) 12 GA. SLACK SAFETY WIRES ATTACHED o TO FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO STRUCTURE ABOVE. (FOR ca FIXTURES WEIGHTING 56 LBS. OR LESS) 7 ZJ HANGER WIRE Z °Q W ZJ J_ W> (0U co 0 Z H W ?W u-W LL Q Zm <c6 SEISMIC RX - SUSPENSION SYSTEM ICC-ESR-1308 ATTACHED WALL O 00 BERC2 CLIPS OR POP RIVETS B or P B or P B or P ® ® B 0< 0 no OW 8"MAX. 8"MAX. W 2 W,wo wO o (7 Z °Oa ACOUSTICAL TILE Q am B 7 00Z ~ m RECESSED FLUORESCENT ` w / „ 7/8 `e 7/8 "e LIGHT FIXTURE W OZ - `C z 0 ` 0 z w �W ATTACHED a ATTACHED a B WJ WALL WALL U) z �Z Z0 J °� We Q Z 0 a 0� Lw eee°e °ee°eee°e y Lu B W a� e W W SCREW TIGHTENED THROUGH MAIN D Z W O NT RUNNER WEB RESTRICTING POP RIVET > > � zg O U SE D SEPARATION FRM WALL MOLDING mp RECESSED LIGHT F I XT. AT AC TILE w O M 5 SCALE: 3" = 1'-O" IL LL Q 0 o r B Z O < U ao J Q z �° oLu Lu W12� Z zLL - L �s U � w w > �z w U o B 00 UNATTACHED ® EQ EQ w� WALL 1-1/2"TOTAL 8„MAX. ISSUED FOR: DATE: 20 TRAVEL — SUBMITTAL SET 02.04.2014 U-~ J Q o B Q LL z2 0 0 RECESSED SPRINKLER W z HEAD, CHROME,TYP. a LD �� / „ 3/4" o C� o X 3/4 OPTIONAL 7/8 2'o.c. w w a 0 CEILING TILE ui REVISIONS: o� B NO. DESCRIPTION DATE ISSUED -0 3 °4a _jz 0 oP: 0 D gm B B B =� � UNATACHED WALL oo Ld of 0 uai X z 12-GAUGE HANGER WIRE w F co o� B ACM7 SEISMIC CLIP W 0 cn w P ACM7 SEISMIC CLIP OR RIVETED YQ M W _] F7 Wo LL �-O A19 NOT USED 5 T-BAR CEILING - SEISMIC JOINT DIAGRAMM 3 TYP. SPRINKLER HEAD DETAIL AT AC TILE SCALE: 1/2" = 1'-O" SCALE: 1 1/2" = 1'-O" PRINTED: 7/15/2014 2:03:54 PM SIMONGLOVER INC. 3293 PACIFIC AVENUE LONG BEACH, CA 90807 PH: 562.279.0050 © 2005 SIMONGLOVER INC. ALL (E)OPEN RIGHTS RESERVED -- - - -- - - - - - - OFFICE (E)WINDOW TO BE REMOVED S�� AR�tii E)OFFICE G��`�EW E•S/,� �� (E OFFICE S Q O O � C-29326 � \ 10/31/15 4 .1\ RENEWAL DATE "9 l Q� OF CONSTRUCT TEMPORARY CLOSURE WALL z 0 a (E). Ll w ING a z ROOM Zo o� C °uj o °a 0 E)CONFER CE a \ROOM U co no z� \\ 7 0_ \\\\ Z z J \\\\ Lu (E)COPY/ \ \ a Lu ULu PRINTER > z \ AREA O (E) Q/ z 100 ° STORAGE ^ (E)TOILE L.L ROOM za 00 �o V p w 00� W J z &o &Z Z� rm O C� I Iz w UZ W U OZ F-U Z_ Z(if 0 W U O W_J w U (E)OPEN zZO \ E, (E) O =o 0 STORAGE z 0_ E J LLI L W Z wz LU oo F o E)OFFICE \ > Ln z g (E) Q O w o STORAGE > \ Z L Q 30 O O - O gw iuf i ~ ° WZ Q ° L� a TLL WU i Lo z 0 _ - Uo LU wz d > wo OU a-W W� Wz ao S2U O ISSUED FOR: DATE: 20 (E) SUBMITTAL SET 02.04.2014 0 0 J o MEETING I a a ROOM L� W Z a0 E I a� am CONSTRUCT TEMPORARY � � ox �w CLOSURE WALL I W'a REVISIONS: 00 NO. DESCRIPTION DATE ISSUED o z w9 \\ m m \\ N V3 \ ~o \ zw E \\ \ 0 co --� (E)COPY/ \ °o VA PRINTER\ LU a° E � \ U AREA\\ YQ (E) ui W ui STORAGE � �o (E)TOILE \\ ROOM, p p PHASING PLAN PRINTED: 6/4/2014 11:10:42 AM BID SET 0701502014 ABBREVIATIONS ELECTRICAL SYMBOL LIST(NOT ALL SYMBOLS SHOWN APPLY TO THIS PROJECT) U.G. UNDERGROUND ® INTERCOM OUTLET IN FLUSH FLOOR BOX. jf DUPLEX RECEPTACLE FLUSH IN CEILING. POLE LIGHT STANDARD WITH ONE CUTOFF LUMINAIRE. C.O. CONDUIT ONLY WITH PULL WIRE ® TELEPHONE OUTLET IN FLUSH FLOOR BOX. 0 SINGLE RECEPTACLE FLUSH IN CEILING. ❑--❑ POLE LIGHT STANDARD WITH TWO CUTOFF LUMINAIRES. W.P. WEATHER PROOF +45" HEIGHT FROM FINISH FLOOR TO CENTERLINE OF OUTLET TELEPHONE OUTLET, +18" OR AS NOTED. GFI GROUND FAULT INTERRUPTING DUPLEX RECEPTACLE, +18" OR AS NOTED. 2'X4' FLUORESCENT LIGHT FIXTURE, SURFACE MOUNTED ON CEILING. V.L. VERIFY EXACT LOCATION v TELEVISION OUTLET, +8'-0" OR AS NOTED. DOUBLE DUPLEX RECEPTACLE, +18" OR AS NOTED. ❑� 2'X4' FLUORESCENT LIGHT FIXTURE, RECESSED IN CEILING. N.I.C. NOT IN CONTRACT U.O.N. UNLESS OTHERWISE NOTED O PUBLIC ADDRESS SPEAKER FLUSH IN CEILING. DUPLEX RECEPTACLE, +18" OR AS NOTED. O VX4' FLUORESCENT LIGHT FIXTURE, RECESSED IN CEILING. A.F.F. ABOVE FINISH FLOOR PUBLIC ADDRESS SPEAKER FLUSH IN WALL, +8'-0" OR AS NOTED. SINGLE RECEPTACLE, +18" OR AS NOTED. VX4' FLUORESCENT LIGHT FIXTURE, SURFACE MOUNTED ON CEILING. SI MONGLOVER INC. G.F.I. GROUND FAULT CURRENT INTERRUPTER ® PHOTO-ELECTRIC SMOKE DETECTOR, CEILING MOUNTED. SPECIAL POWER RECEPTACLE, SINGLE PHASE. SEE DRAWINGS FOR SIZE AND ❑❑ 2'X2' FLUORESCENT LIGHT FIXTURE, RECESSED IN CEILING. 3293 PACIFIC AVENUE DESCRIPTION. LONG BEACH, CA 90807 00 DASHED SYMBOL OR HEXAGON SYMBOL INDICATES EXISTING ELECTRICAL ❑ 2'X2' FLUORESCENT LIGHT FIXTURE, SURFACE MOUNTED ON CEILING. PH: 562.279.0050 SHEET INDEX "R" ITEM TO REMAIN UNLESS OTHERWISE NOTED. "R"ADJACENT TO SYMBOL SPECIAL POWER RECEPTACLE, THREE PHASE. SEE DRAWINGS FOR SIZE AND � 2'X4' EMERGENCY FLUORESCENT LIGHT FIXTURE, RECESSED IN CEILING. © 200R RIGSIMHTS NGL RESOERREDC. ALL RR" INDICATES ITEM IS TO BE REMOVED. RR ADJACENT TO SYMBOL INDICATES DESCRIPTION. E-1.0 SYMBOLS LIST, PROJECT NOTES AND SHEET INDEX. ITEM IS TO BE REMOVED AND RELOCATED AS SHOWN ON THE DRAWINGS. 0 VX4' EMERGENCY FLUORESCENT LIGHT FIXTURE, RECESSED IN CEILING. PROVIDE BLANK STAINLESS COVER PLATE FOR OUTLET WHERE REQUIRED. ❑ JUNCTION BOX, MOUNTED ABOVE ACCESSIBLE CEILING. E-1.1 ELECTRICAL SPECIFICATIONS. r—o EXISTING FLUORESCENT STRIP LIGHT FIXTURE, SURFACE OR PENDANT J JUNCTION BOX, FLUSH IN WALL, +18" OR AS NOTED. ❑■ 2'X2' EMERGENCY FLUORESCENT LIGHT FIXTURE, RECESSED IN CEILING. MOUNTED ON CEILING TO REMAIN UNLESS OTHERWISE NOTED. • 2'X2' EMERGENCY FLUORESCENT LIGHT FIXTURE, SURFACE MOUNTED ON QROFESS/p E-2.0 SINGLE LINE DIAGRAM. _ OJ JUNCTION BOX, CEILING MOUNTED. ❑ o�szcA All, ro EXISTING FLUORESCENT LIGHT FIXTURE TO REMAIN UNLESS OTHERWISE CEILING. E-2.1 PANEL SCHEDULES. L—J NOTED. S MANUAL MOTOR STARTER WITH THERMAL OVERLOADS. FLUORESCENT STRIP LIGHT FIXTURE SLAVE w No. 15221 m rn EXISTING MOUNTED ON CEILING LIGHT FIXTURE TO REMAIN UNLESS i3 BY-PASS LIGHTING TIMER, +46". * Exp.6 30 2016 E-3.0 LEVEL 2 LIGHTING PLAN. i--o—� FLUORESCENT STRIP LIGHT FIXTURE, SURFACE OR PENDANT MOUNTED ON s F OTHERWISE NOTED. ® � "FCTR\-P E-4.0 LEVEL 2 POWER DEMOLITION PLAN -ADMI. OFFICE MAGNETIC MOTOR STARTER WITH OVERLOADS. CEILING. 9�F OF CA_\Fo� EXISTING MOUNTED ON CEILING LIGHT FIXTURE TO REMAIN UNLESS E-5.0 LEVEL 2 POWER PLAN -ADM. OFFICE OTHERWISE NOTED. ❑J MOTOR RATED NON-FUSED DISCONNECT SWITCH (EXO). 30AMP MINIMUM. EMERGENCY FLUORESCENT STRIP LIGHT FIXTURE, SURFACE OR PENDANT MOUNTED ON CEILING. 00 EXISTING RECESSED LIGHT FIXTURE TO REMAIN UNLESS OTHERWISE NOTED. EE]J MOTOR RATED FUSIBLE DISCONNECT SWITCH (EXO), 30A MINIMUM, SIZE AND E-5.1 LEVEL 2 POWER PLAN -ATTORNEY OFFICE NUMBER OF POLES AND FUSES SIZED AS REQUIRED LIGHT FIXTURE WALL MOUNTED. E-6.0 TITLE 24 COMPLIANCE FORMS. EXISTING WALL MOUNTED EMERGENCY LIGHTING BATTERY OPERATED UNIT EMERGENCY GENERATOR SIZE AS NOTED. QO LIGHT FIXTURE, RECESSED IN CEILING. TO REMAIN UNLESS OTHERWISE NOTED. o ® ®EXISTING CEILING MOUNTED EXIT SIGN TO REMAIN UNLESS OTHERWISE MAIN SWITCHBOARD OR DISTRIBUTION BOARD, FLOOR STANDING 90" HIGH. O LIGHT FIXTURE, SURFACE MOUNTED ON CEILING. NOTED. I FLUSH MOUNTED PANELBOARD, +6'-6" TO TOP. EMERGENCY WALL MOUNTED LIGHT FIXTURE. EXISTING WALL MOUNTED INTERNALLY ILLUMINATED EXIT SIGN TO REMAIN FLUSH MOUNTED CABINET OR EQUIPMENT AS NOTED, +6'-6" TO TOP. 0 EMERGENCY LIGHT FIXTURE RECESSED IN CEILING. UNLESS OTHERWISE NOTED. o SURFACE MOUNTED PANELBOARD, +6'-6" TO TOP. EMERGENCY LIGHT FIXTURE, SURFACE MOUNTED ON CEILING. z D EXISTING WALL DIMMER TO REMAIN UNLESS OTHERWISE NOTED. SURFACE MOUNTED CABINET OR EQUIPMENT AS NOTED, +6'-6" TO TOP. WALL WASHER LIGHT FIXTURE, RECESSED IN CEILING. w @ EXISTING DOUBLE DUPLEX RECEPTACLE IN FLUSH FLOOR BOX TO REMAIN UNLESS OTHERWISE NOTED. 0 3/4" THICK PLYWOOD TERMINAL BOARD WITH SPECIAL FIRE RETARDANT LIGHT TRACK SURFACE MOUNTED ON CEILING. w TREATMENT AND WHITE PAINT, SIZE AS INDICATED OR SPECIFIED. EXISTING DUPLEX RECEPTACLE IN FLUSH FLOOR BOX TO REMAIN UNLESS D LIGHT FIXTURE MOUNTED ON LIGHT TRACK > OTHERWISE NOTED. PULL BOX. SEE DRAWING FOR SIZE. 0 f e� SELF-LUMINOUS EXIT SIGN, SURFACE MOUNTED ON CEILING, DOUBLE FACE EXISTING DUPLEX RECEPTACLE TO REMAIN UNLESS OTHERWISE NOTED. CONDUIT RUN CONCEALED ABOVE CEILING OR IN WALL. WITH ARROWS AS INDICATED. EXISTING DOUBLE DUPLEX RECEPTACLE TO REMAIN UNLESS OTHERWISE ----- CONDUIT RUN CONCEALED UNDER FLOOR OR BELOW GRADE. ®� SELF-LUMINOUS EXIT SIGN SURFACE MOUNTED ON CEILING, SINGLE FACE NOTED. EXIT SIGN WITH ARROW AS INDICATED. — ------------- CONDUIT RUN EXPOSED PARALLEL OR PERPENDICULAR TO STRUCTURE, o EXISTING SINGLE RECEPTACLE TO REMAIN UNLESS OTHERWISE NOTED. ALIGN WITH STRUCTURE. SELF-LUMINOUS EXIT SIGN, SURFACE WALL MOUNTED WITH ARROW AS z INDICATED. EXISTING SPECIAL POWER OUTLET TO REMAIN UNLESS OTHERWISE NOTED. FLEXIBLE STEEL CONDUIT. Q z ` Q EXISTING JUNCTION BOX ABOVE CEILING TO REMAIN UNLESS OTHERWISE CONDUIT "HOME RUN," CONNECT TO PANEL, TERMINAL CABINET OR TERMINAL L SELF-LUMINOUS EXIT SIGN, WALL OR DOOR MOUNTED. INI INDICATES LOW c -.4LEVEL EXIT SIGN. LOCATE BOTTOM OF SIGN 6 ABOVE FINISHED FLOOR AND Q w NOTED. BOARD. WITHIN 4" OF LATCH SIDE OF DOOR WHEN LOCATED AT EXIT DOOR z J EXISTING WALL MOUNTED JUNCTION BOX TO REMAIN UNLESS OTHERWISE 0 CONDUIT RISING UP FROM BELOW. } Q INTERNALLY ILLUMINATED EXIT SIGN, SURFACE WALL MOUNTED WITH NOTED. ARROWS AS INDICATED. (f� z CONDUIT DROPPING DOWN FROM ABOVE. w O EXISTING CLOCK OUTLET TO REMAIN UNLESS OTHERWISE NOTED. CONDUIT ONLY STUB OUT WITH CAP AND MARKER. INTERNALLY ILLUMINATED EXIT SIGN, WALL MOUNTED. "L" INDICATES LOW z L LEVEL EXIT SIGN. LOCATED BOTTOM OF SIGN 6"ABOVE FINISHED FLOOR AND X ° EXISTING VOICE/DATA OUTLET TO REMAIN UNLESS OTHERWISE NOTED. 0 w w an CONDUIT WITH SEALING FITTING. WITHIN 4 OF LATCH SIDE OF DOOR WHEN LOCATED AT EXIT DOOR. w z EXISTING TELEPHONE OUTLET TO REMAIN UNLESS OTHERWISE NOTED. w oo ——x——x— EXISTING CONDUIT AND CONDUCTORS TO REMAIN UNLESS OTHERWISE �e� INTERNALLY ILLUMINATED DOUBLE FACE EXIT SIGN, SURFACE MOUNTED ON z > > EXISTING PUBLIC ADDRESS SPEAKER FLUSH IN CEILING TO REMAIN UNLESS NOTED. CEILING WITH ARROWS AS INDICATED. J — w IF OTHERWISE NOTED. 0 w Q ——xR——xR— EXISTING CONDUIT AND CONDUCTORS. REMOVE ALL CONDUCTORS OR ®� INTERNALLY ILLUMINATED SINGLE FACE EXIT SIGN, SURFACE MOUNTED ON w O U EXISTING PUBLIC ADDRESS SPEAKER FLUSH IN WALL TO REMAIN UNLESS CABLES. IF CONDUIT IS EXPOSE TO VIEW, REMOVE CONDUIT AND SUPPORTS. CEILING WITH ARROWS AS INDICATED. w z O OTHERWISE NOTED. W z ——xa——xa— EXISTING CONDUIT TO BE ABANDON IN PLACE. REMOVE ALL CONDUCTORS <1 CEILING MOUNTED ONE WAY OCCUPANCY LIGHT SENSOR, DIRECTION AS _ — LO o 13� LA EXISTING PANELBOARD DESIGNATION. OR CABLES. INDICATED BY ARROW. NOTE: WHERE TOGGLE SWITCH AND OCCUPANCY U) U) U > SENSOR ARE BOTH SHOWN IN THE SAME ROOM, THE TOGGLE SWITCH SHALL o ——xx——xx— EXISTING CONDUIT REWIRED AS NOTED ON THE DRAWINGS. BE WIRED AHEAD OF THE OCCUPANCY SENSOR SWITCH POWER PACK. o MECHANICAL COORDINATION NOTES 3/4"C-2#12 3/4"C-3#12. TWO-WAY OCCUPANCY LIGHT SENSOR, SURFACE MOUNTED ON CEILING ISSUED FOR: DATE: c 0 NOTE: WHERE TOGGLE SWITCH AND OCCUPANCY SENSOR ARE BOTH SHOWN PERMIT - " 1 PROVIDE CONDUIT ONLY FROM MECHANICAL UNITS TO RESPECTIVE CONTROL DEVICES 3/4"C-4#12 3/4"C-5#10. IN THE SAME ROOM, THE TOGGLE SWITCH SHALL BE WIRED AHEAD OF THE (T-STAT., BY-PASS TIMER, ENERGY MANAGEMENT SYSTEM, ETC). COORDINATE LOCATIONS OCCUPANCY SENSOR SWITCH POWER PACK. AND REQUIREMENTS WITH MECHANICAL CONTRACTOR/DRAWINGS, AND COMPLY. 1"C-6#10 1"C-7#10 0 WIRE SIZE OTHER THAN #12 OR#10 IS NOTED ON EACH CONDUIT RUN WITH ab WALL SWITCH / OCCUPANCY LIGHT SENSOR ab INDICATES WITH BY-LEVEL REVISIONS: 2. REFER TO MECHANICAL DRAWINGS/CONTRACTOR FOR CONTROLS AND OTHER WORK SIZE OF CONDUIT (e.g.: 3/4 C-3#8) INCLUDE A GREEN GROUND CONDUCTOR IN WALL SWITCHES WHERE INDICATED, +46" NO. DESCRIPTION DATE ISSUED REQUIRED BUT NOT SHOWN HERE, AND COMPLY. E.C. IS ALSO TO PROVIDE CONDUITS EACH CONDUIT. (GREEN GROUND CONDUCTOR NOT SHOWN). REQUIRED FOR LOW-VOLTAGE CONTROL WIRING (BY OTHERS). D WALL DIMMER SWITCH, +46". - - LA NEW PANELBOARD DESIGNATION. G 3. FUSES FOR MECHANICAL EQUIPMENT ARE TO BE CLASS RK-1 , BUSS TYPE LPN-RK .(208V), STC TERMINAL CABINET OR BACKBOARD DESIGNATION. TOGGLE SWITCH, +46" SUFFIXES ON SWITCH SYMBOLS SHALL INDICATE THE 3 OR "LPS-RK" (480V,) "LOW-PEAK". EQUIPMENT NAMEPLATE RATING SUPERCEDES DESIGN 0 FOLLOWING: NO SUFFIX = SINGLE POLE, 2 = 2 POLE, 3 = 3 WAY, 4 = 4 WAY, M = VALUES. MOMENTARY CONTACT, LV = LOW VOLTAGE LIGHTING CONTROL.. K = LOCK MSA FEEDER DESIGNATION (SEE FEEDER SCHEDULE OR SINGLE LINE DIAGRAM). F TYPE SWITCH. P = PILOT LIGHT. 4. ALL MECHANICAL AND EQUIPMENT AND DISCONNECT SWITCHES TO BE MARKED. 12 REFERENCE NOTE FOR ITEM ON DRAWING. 5. ALL FLEX CONDUIT SHALL CARRY A COPPER BONDING WIRE, SIZED PER NEC TABLE 250-122. FLUSH FLOOR SERVICE BOX WITH TWO DUPLEX RECEPTACLES AND 6. ALL ROOF MOUNTED AND EXTERIOR EQUIPMENT SHALL BE RATED WEATHERPROOF (NEMA 3R). INDICATES: 1 = FIXTURE TYPE; 2/32 = NUMBER OF LAMPS AND WATTAGE PER COMBINATION VOICE/DATA OUTLET WITH NUMBER OF VOICE AND DATA JACKS LAMP. ALSO NUMBER ADJACENT TO FIXTURE = CIRCUIT NUMBER, AND LOWER AS NOTED. 7. CONTRACTOR IS TO PROVIDE ADEQUATE SUPPORT FOR ROOF-MOUNTED EQUIPMENT. 2/32 CASE LETTER = CONTROLLING SWITCH. SEE DRAWINGS OR SPECIFICATIONS, 8. NO CONDUIT IS TO RUN ON ROOF FOR MORE THAN 4'-0", ALL OTHER CONDUIT IS TO RUN SECTION 16500 FOR LIGHT FIXTURE DESCRIPTION. DUPLEX RECEPTACLE IN FLUSH FLOOR BOX WITH HINGED COVER. BELOW ROOF AND STUB THRU NEAR EQUIPMENT. VERIFY LOCATIONS OF ALL STUB-UPS CLOCK OUTLET, +8'-0" OR AS NOTED. C E G Engineering Inc. WITH MECHANICAL DRAWINGS/CONTRACTOR PRIOR TO ROUGH-IN, AND COMPLY. ALL ELECTRICAL PENETRATIONS THRU ROOF SHALL BE FLASHED. M MICROPHONE OUTLET FLUSH IN WALL, +18" OR AS NOTED. E � l Consultanting E ngineersG roup JOB #: E14002 00 COMBINATION VOICE/DATA OUTLET WITH NUMBER OF VOICE AND DATA JACKS 1543 W. Garvey Ave. North, Suite#210, West Covina, CA 91790 AS NOTED, +18" OR AS NOTED. tel: 626.308.1268 fax: 626.308.1216 ceg@cegmep.com ® COMBINATION VOICE/DATA OUTLET WITH NUMBER OF VOICE AND DATA JACKS AS NOTED IN FLUSH FLOOR BOX. J:1Drawings\2014 J0131E14002 City of Vernon TI\ELEC1 DWG: E 1 O.dwg LAYOUT: Model 1:0.5 July 7,2014 5:30:53PM Chi BID SET 0701502014 ELECTRICAL SPECIFICATIONS SCOPE OF WORK OUTLET BOXES DEVICE ENGRAVING IT IS THE INTENT AND PURPOSE OF THESE SPECIFICATIONS AND ACCOMPANYING DRAWINGS THAT THE CONTRACTOR GALVANIZED PRESSED STEEL, KNOCKOUT TYPE FOR GENERAL INTERIOR WIRING. PROPER SIZE FOR NUMBER OF WIRES 1. ALL CIRCUIT SWITCH, RECEPTACLE AND POWER OUTLET BOX DEVICE PLATE SHALL BE ENGRAVED WITH THE 1/4" PROVIDE THE NECESSARY MATERIALS, LABOR, WORKMANSHIP, TOOLS, EQUIPMENT, TRANSPORTATION, ETC., FOR THE BUT NOT LESS THAN 4"SQUARE. WATERPROOF CAST BOXES FOR EXTERIOR WIRING AND IN WET OR DAMP LOCATIONS. HIGH LETTERS WITH BLACK FILL TO INDICATE THE NUMBER AND PANEL BOARD SERVING OR BEING CONTROLLED BY COMPLETE AND PROPER INSTALLATION AND OPERATION OF THE VARIOUS ELECTRICAL SYSTEMS SPECIFIED HEREIN. MANUFACTURED BY CROUSE HINDS OR APPLETON. THE DEVICES, E.G. "1 LCL 2" INDICATES PANEL"1 LCL"CIRCUIT"2". DEVICES ON EMERGENCY POWER SHALL RED FILL LETTERS. VISIT THE PREMISES TO BECOME ACQUAINTED WITH THE CONDITIONS TO BE ENCOUNTERED. NO EXTRA PAYMENTS WILL FIRESTOPPING BE ALLOWED FOR ANY EXTRA WORK WHICH MAY BE REQUIRED DUE TO FAILURE OF THE CONTRACTOR TO THOROUGHLY EXAMINE THE PREMISES PRIOR TO BID. ALL OUTLET BOXES INSTALLED IN RATED WALLS (1 OR 2 HOUR) SHALL NOT BE CLOSER THAN 24". ALL SUCH OUTLET 2. GANG COVERS FOR GANG BOXES. BOXES SHALL ALSO BE WRAPPED WITH AN APPROVED FIRESTOPPING PAD(S). U.L. LISTED AND CERTIFIED PAD(S) SHALL WORK INCLUDED IN THIS SECTION BE IPE TYPE FSP1077 OR EQUAL BY NELSON. OUTLETS OR BOXES GREATER THAN 16" SQUARE SHALL BE ENCLOSED IN A SURFACE METAL RACEWAY S I MON G LOVER INC. RATED ENCLOSURE EQUAL TO THE RATED WALL IN WHICH INSTALLED. DEMOLITION AND MODIFICATIONS OF THE EXISTING ELECTRICAL SYSTEMS AS SHOWN AND DESCRIBE ON THE DRAWINGS 1. FACTORY PREPARED, STEEL METAL RACEWAY SHALL BE USED FOR ALL EXPOSED INTERIOR WIRING. 3293 PACIFIC AVENUE AND AS REQUIRED TO CONNECT THE NEW ELECTRICAL WORK TO THE EXISTING FOR A COMPLETE AND OPERATION BREAKERS FOR EXISTING PANEL, SWITCHBOARDS, DISTRIBUTION BOARD LONG BEACH, CA 90807 ELECTRICAL SYSTEM. PH: 562.279.0050 1. INSTALL NEW QUICK-LAG TYPE CIRCUIT BREAKERS IN THE EXISTING PANEL OR DISTRIBUTION 2. EACH RUN SHALL INCLUDE ALL OUTLET BOXES, ELBOWS, COUPLINGS, TEES, OFFSETS, COVERS, CONDUIT ENTRY © 2005 SIMONGLOVER INC. ALL A COMPLETE AND OPERABLE EXTENSION OF THE EXISTING 208/12OV, 3-PHASE,4-WIRE AND 480/277V, 3-PHASE,4-WIRE BOARD TO MATCH THE EXISTING PANEL OR BOARD. CIRCUIT BREAKERS SHALL BE RATED 10,000 FITTING AND OTHER FITTINGS NECESSARY FOR A COMPLETE AND PROPERLY INSTALLED ASSEMBLY. RIGHTS RESERVED LIGHTING AND POWER SYSTEMS INCLUDING CONDUIT, WIRE, FITTINGS, FIXTURES, RECEPTACLES, SWITCHES, ETC. AIC MIN. OR AS REQUIRED TO MATCH THE AIC RATING OF OTHER CIRCUIT BREAKER THEREIN. THE PANEL DIRECTORY SHALL BE UPDATED TO INDICATE THE NEW LOAD/EQUIPMENT ADDED. 3. ALL SURFACE METAL RACEWAY SHALL BE OF THE SIZE RECOMMENDED IN THE MANUFACTURER'S PUBLISHED DATA LIGHTING FIXTURES, LAMPS AND ACCESSORIES INCLUDING REPLACING LAMPS, BALLASTS AND LENS IN EXISTING LIGHT FOR THE NUMBER AND SIZE OF CONDUCTORS CONTAINED IN THE RACEWAY AND SHALL BE EQUAL TO THE FIXTURES FOR A COMPLETE AND OPERABLE LIGHTING SYSTEM. 2. FEEDER BREAKERS FOR EXISTING SWITCHBOARDS SHALL BE 240 OR 480 VOLTS, AS REQUIRED, AC, WIREMOLD CO. PRODUCTS. MINIMUM, PLASTIC CASE UNITS OF THE SAME MANUFACTURER AND TYPE OF THOSE ON THE OFESS/ APPLICABLE CODES AND REGULATIONS EXISTING SWITCHBOARDS. BREAKERS SHALL BE OF THE RATINGS INDICATED ON THE DRAWINGS QFL 0 AND SHALL HAVE A MINIMUM INTERRUPTING RATING OF 25,000 AMPS FOR 480 VOLTS AND 22,000 4. TYPE 1" RACEWAY AS INDICATED ON THE DRAWINGS SHALL BE A TWO COMPARTMENT WITH EMERGENCY POWER �O SLCA M � 2013 CALIFORNIA ELECTRICAL CODE. AMPS FOR 208-240 VOLTS, RMS, SYMMETRICAL. FEEDER BREAKERS SHALL BE INSTALLED AND RECEPTACLES IN ONE COMPARTMENT AND NORMAL POWER RECEPTACLES IN THE OTHER COMPARTMENT. y � CONNECTED IN THE EXISTING SPACES FURNISHED ON THE EXISTING SWITCHBOARDS, COMPLETE RACEWAY SHALL BE WIREMOLD 4000 SERIES WITH DUPLEX RECEPTACLES AND PLATES INSTALL ONE CENTERS AS z WITH BLACK-ON-WHITE BAKELITE NAMEPLATES ENGRAVED WITH DESIGNATION OF PANEL OR INDICATED ON THE DRAWINGS. No. 15221 rn REGULATIONS OF ALL OTHER AUTHORITIES HAVING JURISDICTION. EQUIPMENT BEING CONTROLLED, BUS JUMPERS, NEW DEAD FRONT PLATE AND MISCELLANEOUS * Exp.6 30 2016 PERMITS AND APPROVALS HARDWARE FOR PROPER INSTALLATION. 5. TYPE "2" RACEWAY AS INDICATED ON THE DRAWINGS SHALL BE ONE-PIECE RACEWAY RECEPTACLES IN RACEWAY `r>yZFCTR\GP DEVICES OUTLET BOXES LOCATED AS INDICATED ON THE DRAWINGS. RACEWAY AND DEVICE OUTLET BOXES SHALL BE OF CAL\FO AS REQUIRED BY CITY ORDINANCES TO BE OBTAINED AND PAID FOR BY THE CONTRACTOR. WIREMOLD 700WH SERIES WITH RECEPTACLES AND ACCESSORIES AS INDICATED HEREIN. CIRCUIT SWITCHES LOCATIONS LIGHTING FIXTURES 1. CIRCUIT SWITCHES SHALL BE IVORY, TOTALLY ENCLOSED, BAKELITE, OR COMPOSITION BASE, TOGGLE TYPE WITH THE DRAWINGS INDICATE DIAGRAMMATICALLY THE DESIRED LOCATION OR ARRANGEMENT OF CONDUIT RUNS, OUTLETS, 277 VOLT,A.C. RATING FOR FULL CAPACITY OF CONTACTS FOR INCANDESCENT OR FLUORESCENT LAMP LOADS. FURNISH AND INSTALL U.L.APPROVED LIGHTING FIXTURES AT ALL LIGHTING OUTLETS INDICATED ON THE DRAWINGS. EQUIPMENT, ETC.,AND ARE TO BE FOLLOWED AS CLOSELY AS POSSIBLE. PROPER JUDGMENT MUST BE EXERCISED IN SWITCH RATINGS SHALL BE 20 AMPERE ONLY. SWITCHES SHALL BE BACK AND SIDE WIRED. o EXECUTING THE WORK SO AS TO SECURE THE BEST POSSIBLE INSTALLATION IN THE AVAILABLE SPACE AND TO S OVERCOME DIFFICULTIES OWING TO SPACE LIMITATIONS OR INTERFERENCE OF STRUCTURAL CONDITIONS WHEREVER FIXTURES ARE LISTED AND DESCRIBED IN THE FIXTURE SCHEDULE ON THE DRAWINGS. ° ENCOUNTERED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY AND COORDINATE THE LOCATION OF ALL 2 SWITCHES COLOR TO MATCH EXISTING FOR BOTH NORMAL AND EMERGENCY POWER. OUTLETS AND LIGHTING FIXTURES WITH THE ARCHITECTURAL, STRUCTURAL AND MECHANICAL DRAWINGS AND WITH ALL INSTALL FIXTURES AT HEIGHTS INDICATED ON THE DRAWINGS OR AS DIRECTED. FURNISH AND INSTALL ALL SUPPORTS s SHOP DRAWINGS, INCLUDING CASEWORK SHOP DRAWINGS. ARCHITECTURAL ELEVATIONS AND REFLECTED CEILING OCCUPANCY LIGHT SENSOR CONTROL REQUIRED FOR THE INSTALLATION OF THE FIXTURES. PLANS SHALL GENERALLY TAKE PRECEDENCE. HOWEVER, IN THE EVENT OF LARGE VARIATIONS BETWEEN ARCHITECTURAL AND ELECTRICAL DRAWINGS THE ARCHITECT SHALL BE CONSULTED FOR INSTRUCTIONS. UNLESS 1. WALL SWITCH SENSORS-SEE LIGHTING PLAN. SOCKETS: CORROSION RESISTANT METALS OF BRASS, BRONZE OR COPPER ALLOY; PRESSED ALUMINUM SHELLS OR SPECIFICALLY INDICATED OTHERWISE,ALL LIGHTING FIXTURES AND/OR FIXTURE STEMS SHALL BE PLACED CONTACTS ARE NOT ACCEPTABLE. z SYMMETRICALLY WITH RESPECT TO THE CEILING TILE PATTERN OR OTHER ARCHITECTURAL CEILING AND WALL 2. WALL SWITCH PRODUCTS SHALL UTILIZE ZERO CROSSING CIRCUITRY WHICH INCREASES RELAY LIFE, PROTECTS MODULES. w FROM THE EFFECTS OF INRUSH CURRENT, AND INCREASES SENSOR'S LONGEVITY. WALL SWITCH SENSORS SHALL INSTALL LAMPS IN ALL FIXTURES. HAVE NO LEAKAGE CURRENT TO LOAD, IN MANUAL OR IN AUTO/OFF MODE FOR SAFETY PURPOSES AND SHALL REPAIRS HAVE VOLTAGE DROP PROTECTION. w ALL FLUORESCENT FIXTURES SHALL HAVE ELECTRONIC ENERGY SAVING BALLASTS. ANY DAMAGE TO THE STRUCTURE OR FINISHED SURFACES DUE TO THE INSTALLATION OF THE ELECTRICAL WORK SHALL > BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIR BY THE TRADESMEN OF THE TRADE INVOLVED. 3. WALL SWITCH SENSORS SHALL PROVIDE A FIELD SELECTABLE OPTION TO CONVERT SENSOR OPERATION FROM DIFFUSERS Q AUTOMATIC-ON TO MANUAL-ON AND HAVE VANDAL RESISTANT CONSTRUCTION AND UTILIZE A HARD LENS WITH A ` SHOP DRAWINGS MINIMUM 1.OMM THICKNESS. PRODUCTS UTILIZING A SOFT LENS WILL NOT BE CONSIDERED. UNLESS NOTED OTHERWISE,ALL LIGHTING FIXTURE DIFFUSER SHALL BE VIRGIN ACRYLIC PLASTIC TO MATCH EXISTING. PROVIDE FIVE COPIES OF CATALOG CUTS FOR EACH OF THE FOLLOWING ITEMS: 4. ALL SENSORS SHALL CONSIST OF PASSIVE INFRARED AND ULTRASONIC TECHNOLOGIES FOR OCCUPANCY 1. PANELBOARDS. DETECTION. PRODUCTS THAT REACT TO NOISE OR AMBIENT SOUND SHALL NOT BE CONSIDERED. LAMPS 2. MATERIAL LIST. 0 STRUCTURAL CONDITIONS DUPLEX RECEPTACLES FLUORESCENT LAMPS SHALL MATCH EXISTING. 7 L PENETRATE NO STRUCTURAL ELEMENTS INCLUDING SHEAR WALLS,WITHOUT WRITTEN CONSENT OF ARCHITECT. 1. DUPLEX RECEPTACLES SHALL BE IVORY, GROUNDING TYPE, 125 VOLT, 20 AMPERE AND SHALL HAVE TWO CURRENT BALLASTS 7 CARRYING CONTACTS AND ONE GROUNDING CONTACT WHICH IS INTERNALLY CONNECTED TO THE FRAME. L COORDINATION OUTLET SHALL ACCOMMODATE STANDARD PARALLEL BLADE CAP AND SHALL BE SIDE WIRED ONLY. RECEPTACLES FLUORESCENT ELECTRONIC: BALLAST SHALL BE INTEGRATED CIRCUIT, FULLY SOLID STATE TYPE, U.L. LISTED AND w SHALL HAVE SELF-GROUNDING STRAPS, WHICH ARE U.L.APPROVED FOR INSTALLATION WITHOUT A BONDING LABELED AND FULLY SELF PROTECTED. BALLAST SHALL BE SUITABLE FOR WATT T8, 48" BI-PIN RAPID START LAMPS. REFER TO MECHANICAL DRAWINGS AND SPECIFICATIONS FOR WIRING, DIAGRAMS, EXACT EQUIPMENT LOCATION,AND JUMPER. BALLAST SHALL HAVE A 5-YEAR LABOR AND MATERIAL WARRANTY FROM DATE OF MANUFACTURE. ELECTROMAGNETIC OTHER INFORMATION REGARDING THE EXTENT OF ELECTRICAL WORK REQUIRED BUT NOT INDICATED ON ELECTRICAL INTERFERENCE SHALL MEET OR BETTER THE FEDERAL COMMUNICATIONS EMI CLASS A AND CLASS B EMISSION ^ DRAWINGS. 2. RECEPTACLES SHALL BE INSTALLED WITH THE "U" GROUNDING CONTACT AT THE TOP, EXCEPT FOR RECEPTACLES LIMITATIONS. INSTALLED FOR FIXED APPLIANCES. WHERE RECEPTACLES NEED TO BE MOUNTED HORIZONTALLY,THEY SHALL BE z O CONDUITS INSTALLED WITH THE NEUTRAL CONTACT AT THE TOP. BALLAST NOISE LEVEL SHALL BE BELOW AUDIBLE UNDER TYPICAL"QUIET"AMBIENT CONDITIONS SUCH AS SOUND O z STAGES. CREST FACTOR SHALL NOT EXCEED 1.7. N INSTALL ALL CONDUIT CONCEALED EXCEPT AS NOTED ON DRAWINGS. 3. SAFETY TYPE DUPLEX RECEPTACLES: SAFETY TYPE DUPLEX RECEPTACLES SHALL BE GROUNDING TYPE, 15 J L w AMPERE, 125 VOLT WITH TWO CURRENT CARRYING CONTACTS AND ONE GROUNDING CONTACT WHICH IS BALLAST VOLTAGE: REGARDLESS OF VOLTAGES THAT MAY BE IMPLIED BY CATALOG NUMBERS OR OTHER INFORMATION w oo k ELECTRICAL METALLIC TUBING: THIN WALL, GALVANIZED STEEL: FOR ALL CONCEALED WORK OR WHEN EXPOSED ABOVE INTERNALLY CONNECTED TO THE FRAME. INTERNAL CONSTRUCTION SHALL BE SO THAT CURRENT IS SHUNTED INCLUDED UNDER FIXTURE DESCRIPTIONS, THE CONTRACTOR SHALL VERIFY THE CORRECT VOLTAGE FOR ALL BALLASTS U < C C)8FT. CD AWAY FROM METALLIC OBJECTS INSERTED INTO ANY OPENING. OUTLET SHALL ACCOMMODATE STANDARD AND SHALL ORDER THE CORRECT BALLASTS ACCORDINGLY. U_ LU rn FLEXIBLE METALLIC CONDUIT: SPIRAL INTERLOCKED, GALVANIZED STEEL, FOR CONDUIT CONCEALED ABOVE GROUND, PARALLEL BLADE CAP. _ ILL O Q NOT ENCASED IN MASONRY OR CONCRETE AND PROHIBITED IN WET OR DAMP LOCATIONS; SEAL-TITE OIL RESISTANT WARRANTY U U Z FLEXIBLE CONDUIT WITH PROPER FITTINGS FOR WET OR DAMP LOCATIONS. WHERE FLEXIBLE METALLIC CONDUIT IS 4. DUPLEX G.F.I. RECEPTACLE: GROUNDING TYPE DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTER SHALL W Q O PERMITTED, THE TOTAL LENGTH OF THE CONDUIT IN ANYONE RUN SHALL NOT EXCEED 6 FEET. CONFORM TO NEMA CONFIGURATION 5-20R, 20-AMP RECEPTACLE AND A CIRCUIT CAPACITY OF 20 AMPERES. w LO Z PROVIDE A WARRANTY FOR ALL LABOR AND EQUIPMENT(EXCEPT LAMPS) FOR A PERIOD OF ONE YEAR AFTER J � I.- � � RECEPTACLE SHALL BE SELF TESTING TO PROVIDE CONTINUOUS ELECTRONIC SENSING&TESTING, UTILIZING - CD DIAGNOSTIC SOFTWARE- IMMEDIATE INDICATION IF UNIT HAS LOST THE ABILITY TO PROTECT. RECEPTACLE SHALL ACCEPTANCE OF THE PROJECT. ANY ELECTRICAL TROUBLE DEVELOPING DURING THIS PERIOD DUE TO FAULTY w w INSTALL METALLIC CONDUIT AS A COMPLETE SYSTEM, CONTINUOUS FROM OUTLET TO OUTLET, CABINET, BOX OR WORKMANSHIP OR MANUFACTURE SHALL BE COVERED UNDER THE WARRANTY AND IMMEDIATELY CORRECTED AT NO L FITTINGS, AND SO MECHANICALLY AND ELECTRICALLY CONNECTED THAT ADEQUATE ELECTRICAL CONTINUITY FROM ONE TRADITIONAL TESTING MODE BY MANUALLY OPERATING THE"TEST AND RESET" BUTTONS. WHEN LEAKAGE COST TO THE OWNER. ° CONDUIT TO ANOTHER IS SECURED. HOWEVER THIS SHALL NOT CONSTITUTE THE MECHANICAL GROUND FOR THE EXCEEDS 5 M.A., THE INTERRUPTER SHALL OPEN THE CIRCUIT AT THE RECEPTACLE WITHIN 1/30 OF A SECOND. o CIRCUIT. INTERRUPTER SHALL ONLY PROTECT THE RECEPTACLE INDICATED UNLESS INDICATED ON THE DRAWINGS AS ISSUED FOR: DATE: FEED-THRU TYPE. RECEPTACLE SHALL BE COMPLETE WITH TEST AND RESET BUTTONS. RECEPTACLE SHALL BE TESTS 0 INSTALL CONDUIT AS INDICATED ON PLANS AND FIRMLY SECURED AT LEAST 6" FROM ANY HOT WATER PIPE, HOT AIR INSTALLED IN A 4"SQUARE BY 2_1/8" DEEP BOX WITH SINGLE GANG PLASTER RING COMPLETE WITH STAINLESS PERMIT - " DUCT, FLUE OR VENT. STEEL PLATE AT DRY LOCATIONS AND WITH WEATHERPROOF HINGED DOOR COVER WHERE INDICATED AS TEST ALL WIRE FOR SHORTS, OPENS, GROUNDS, OR OTHER DEFECTS; CORRECT ANY DEFECTIVE WORK. DEMONSTRATE WEATHERPROOF (W.P.). ON EXPOSED CONDUIT RUNS USE FD CONDULET WITH HINGED COVER. RECEPTACLE CONTINUOUS SATISFACTORY OPERATION OF ALL ELECTRICAL WORK WITH THE OWNER BY RUNNING THROUGH MANUAL FLASH AND COUNTER FLASH ALL CONDUIT PENETRATING SLOPED ROOFS WITH GALVANIZED SHEET STEEL ROOF JACKS. SHALL BE IVORY, HUBBELL#GFR53521ST OR APPROVAL EQUAL WITH SELF TEST DIAGNOSTIC DESIGN. OPERATIONS. o ALL PENETRATIONS THROUGH FLAT ROOF SURFACES BY ELECTRICAL CONDUIT SHALL BE THROUGH PITCH POCKET PANS A MINIMUM OF 6" LARGER THAN THE CONDUIT. PAN SHALL BE FILLED WITH HOT COAL TAR PITCH. 5. WHERE RECEPTACLE IS ON AN EMERGENCY CIRCUIT IT SHALL BE AS SPECIFIED ABOVE EXCEPT RECEPTACLE FACE u REVISIONS: SHALL MATCH EXISTING COLOR. C NO. DESCRIPTION DATE ISSUED CONDUCTORS 6. OTHER DEVICES: COLOR TO MATCH EXISTING, SPECIFICATION GRADE, OF TYPE NOTED IN SYMBOL LIST AND PLANS. 1 - - 98% CONDUCTIVITY, SOFT DRAWN COPPER, TYPE "THW"WIRE, 60OV. INSULATION FOR GENERAL WIRING; TYPE"THHN" 60OV. INSULATION FOR USE WHERE AMBIENT EXCEEDS 30 DEGREES C. COPPER WIRE FOR ALL CONDUCTORS. 2 - - MANUFACTURED BY ANACONDA, GENERAL CABLE, GENERAL ELECTRIC, OR EQUAL. CONDUCTORS#8 AND LARGER SHALL 7. MANUFACTURED BY PASS &SEYMOUR, LEVITON, BRYANT, GENERAL ELECTRIC OR ARROW-HART. 3 _ _ C BE STRANDED, CONDUCTORS#10 AND SMALLER SHALL BE SOLID. C DEVICE PLATES L DO NOT USE ANY MECHANICAL DEVICE TO PULL WIRE UNLESS SPECIFICALLY APPROVED BY ELECTRICAL ENGINEER. REQUIRED FOR ALL WIRING DEVICES, TELEPHONE AND DATA OUTLETS, AND SIMILAR APPLICATIONS. ALL PLATES o IDEAL YELLOW#77 OR EQUAL PULLING COMPOUND IS THE ONLY LUBRICANT PERMITTED FOR PULLING WIRE. SHALL BE .040"STAINLESS STEEL PLATES ON ALL OUTLETS, UNLESS SPECIFICALLY NOTED OTHERWISE. PLATES SHALL BE PASS&SEYMOUR SIERRA TYPE 302 ALLOY ONLY. USE SPLIT BOLT OR HI-PRESS COMPRESSION CONNECTORS FOR#6 AWG AND LARGER CONDUCTORS. WRAP JOINTS WITH A MINIMUM OF THREE (3) LAYERS OF SCOTCH TAPE#33 WHERE SPLICES ARE TO BE WATERPROOFED. ADD PROPER HEAT-SHRINK OR COLD-SHRINK TUBES OR WITH A 3M SCOTCHCAST EPDXY RESIN. USE 3M SCOTCHLOK OR IDEAL WING-NUT CONNECTIONS FOR#8 AWG AND SMALLER CONDUCTORS. C E G Engineering Inc. Consultanting E ngineersG roup JOB #: E14002 E � l ■ 1 1543 W. Garvey Ave. North, Suite#210, West Covina, CA 91790 tel: 626.308.1268 fax: 626.308.1216 ceg@cegmep.com J:\Drawings\2014 JOB04002-City of Vernon TI\ELEC\ DWG: E-1-1.dwg LAYOUT: Model 1:0.5 July 7,2014-5:30:28PM Chi BID SET 0701502014 POWER CO. PRIMARY SERVICE I I POWER CO. PAD- MOUNT TRANSF. lA AJ (YxY) SIMONGLOVER INC. 3293 PACIFIC AVENUE LONG BEACH, CA 90807 EXIST. MAIN SWITCHBOARD EXIST. DIST. SWBD. "DT-1" EXIST. DIST. SWBD. "DT-2" PH: 562.279.0050 1 480V, 3PH, 3W r———� 277/480V, 3PH, 4W �———� 120/208V, 3PH, 4W © 2005 SIMONGLOVER INC. ALLRIGHTS RESERVED I 1— �� I I I I r�----------------------� I I I I 1 1 � I I ROFESS, 1000A-3P _ _ _ _ 1000ABUS MAIN I 400ABUS _ _ _ I 400ABUS No. 15221 m m 600A 125A 70A 15A 15A 70A 250A 100A 225A 400A I 50A 50A 100A 100A I 100A 100A 125A 100A 100A Exp.s 30 201 s 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 13P 3P 3P 3P 13P 3P 3P 3P 3P ��9�F1 FCTR OF CAL\F I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ S zl I I I I I I I I I I I I � I I I I I I I I I I I I I I I I I I I I I c'!I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 01 KVA 2 5KVA I I ST. EXIST. I EXIST. EXIST. EXIST. EXIST. EXIST. I I l A A J l A A J I EXIST. I I I IEXIS II EXIST. I IEXIST. I IEXIST. I I EXIST. L PANEL Y) (Y Y) PANEL PANE PANEL PANEL PANEL PANEL PANELHILLER ELEV. XF-1 HV-1 MC2A „2A„ 2AA z [WC-1 "BA" "1A" 1 AA" 2BB L L w W I I I I I I > I I I I I I O II I ------------------------ ----_j DISTRIBUTION PANEL "NA" C I -------------------------- --------------- C_ 480V, 3PH, 3W. L— — — G I.C.=22,000A. SYM. I I 1 Q LU z EXIST.600A 3P I 480V-3PH EMERG. 400A — I 1 Q w _ 600ABUS GENERATOR 125A3_ _°_30A_°__°_200A175A I I I 1 3P 3P 3P 3P 3P EXIST. DIST. SWBD. I I I EXIST. DIST. SWBD. I EXIST. DIST. SWBD. w z EXIST. DEMAND I I I EXIST. DEMAND EXIST. DEMAND Q = O LOAD = 110A. 1 I I LOAD = 60A. I LOAD = 5A. ESU z I I I I 1 J W I - - - - - - - - - - - � - - - 1 - - - - - - - - - - - - 1 _ z w > w L T 1 225A 25A t 100A J z / Q o I I I � I I I � �$�3P �3P �3P Uj TRANSF.I AJAJ TRANSF. a (Yly) _j <( T2 aDISTRIBUTION PANEL "NB" (V Q400ABS 400A BUS 400ABUS 120/208V, 3PH, 4W. —I— —I- - - — z — z °� 70A°— . . , . . � wzO c3P 3P 3P 3P 3P 3P 3P 3P 3P 3P � > =u 225A I III III I III III III III I III L 3P — �— — — 225A— — — — — I — I — I — I — I I I I — I — I — — ISSUED FOR: DATE: r r r r 150A 150A 150A I I I I r r r r I PERMIT - PANEL I I A/C I I A/C 1 I A/C 1 3P 3P 3P UNIT UNIT UNIT 1 "2HA" I 1 (AC-1) 1 I (AC-2) 1 I (AC-3) 1 I I I l A A J EXIST. l A A J EXIST. l A A) EXIST. o LTJ L—J L—J L—J I I I (YxY) 30KVA I I (YxY) 45KVA I I I I (YxY) 45KVA I F REVISIONS: NO. DESCRIPTION DATE ISSUED I I I I 1 - r r r r EXIST. rEXIST. rEXIST. rEXIST. r rEXIST. rEXIST. r r rEXIST. rEXIST. PANEL I I PANEL I I PANEL I I PANEL I 1 PANEL I I PANEL I I PANEL I I PANEL I I PANEL 1 I PANEL I I PANEL I I PANEL I I PANEL I I PANEL I 1 1 2 - - `0 3 - - C 1 "2HB" I I "2LA" I I "2LB" I I "2LC" I I "BEE" 1 I "MCBE" I I WCK" I I "1EE" 1 1 2EE 1 1 "BE" I I "1E" 1 I "2E" I I "NE" I 1"BCEE'- I W.H. 1 ` L—J L—J L—J L—JL J L—J L—J L—J L—J L— I L—J L—J L—J L—J L—J T t I ¢ I w s N u F r�-1 I PANEL I I "2EA" I L—J E G Engineering Inc. SINGLE LINE DIAGRAM Consultanting E ngineersG roue JOB #: E14002 E -200 SCALE: NONE E_2 O 1543 W. Garvey Ave. North, Suite#210, West Covina, CA 91790 tel: 626.308.1268 fax: 626.308.1216 ceg@cegmep.com J:\Drawings\2014 101304002-City of Vernon TI\ELEC\ DWG: E-2-O.dwg LAYOUT: Model 1:0.5 July 7,2014-5:30:07PM Chi BID SET 0701502014 PANEL ' 2EA EMERGENCY PANEL (EXISTING) PANEL ' 21-C (EXISTING) ' VOLTAGE: 120/208V. 3PH 4W. MOUNT: RECESS VOLTAGE: 120I208V. 3PH 4W. MOUNT: RECESS BUS AMPS: 100A LOCATION: BUS AMPS:I 225A LOCATION: MAIN: 100A, 3P FED FROM: MAIN: 225A, 3P FED FROM: BREAKER LOAD CIRCUIT CKT TOTAL V-A CKT CIRCUIT LOAD BREAKER BREAKER LOAD CIRCUIT CKT TOTAL VA CKT CIRCUIT LOAD BREAKER # AMP POLE LTG RFC MSC KITCH DESCRIPTION V-A A B C V-A DESCRIPTION KITCH P,ISC REC LTG AfJP POLE # # APdP POLE LTG F;=C MSC KITCH DESCRIPTION V-A A B C V-A DESCRIPTION KITCH 'NISC REC LTG AMP POLE 1 20 1 2 EXISTING LOADS 360 1080 720 EXISTING LOADS 4 20 1 2 1 20 1 2 ATTORNEY OFFICE 400 76a 360 EXISTING LOADS 2 20 1 2 3 20 1 5 ATTONEY OFFICE 900 EXISTING 1620 720 EXISNG LOADS 4 20 1 4 3 20 1 3 ATTORNEY OFFICE 540 900 360 EXISTING LOADS 2 20 1 4 5 20 1 5 ATTONEY OFFICE 900 1620 720 EXISTING LOADS 4 20 1 6 5 20 1 6 ATTORNEY OFFICE 1080 144a 36a EXISTING LOADS 2 20 1 6 7 20 1 4 ATTONEY OFFICE 720 1260 540 EXISTING LOADS 3 20 1 8 7 20 1 6 ATTORNEY OFFICE 1080 1800 720 EXISTING LOADS 4 20 1 8 9 20 1 4 ATTONEY OFFICE 720 1440 720 EXISTING LOADS 4 20 1 10 9 20 1 6 ATTORNEY OFFICE 1080 198[f 900 EXISTING LOADS 5 20 1 10 11 20 1 4 ATTONEY OFFICE 720 1260 540 EXISTING LOADS 3 20 1 12 11 20 1 4 ATTORNEY OFFICE 720 1620 900 EXISTING LOADS 5 20 1 12 S I M O N G LOV E R INC. 13 20 1 1 COPY MACHINE 1500 2220 720 CA AND HROFFlCERECEPT. 4 20 1 14 13 20 1 2 IXISTNGLOADS 364 1160 800 EXISTING LOADS 1 20 1 14 3293 PACIFIC AVENUE 15 20 1 2 OPEN OFFICE 400 400 SPARE 20 1 16 15 20 1 1 IXISTNG LOADS 65D 145a 80D EXISTING LOADS 1 20 1 16 LONG BEACH, CA 90807 17 1500 1500 COPY MACHINE 1 20 1 18 17 20 1 1 IXISTNG LOADS 83D 163a 8aa EXISTING LOADS 1 20 1 18 PH: 562.279.0050 19 0 20 19 20 1 2 IXISTNGLOADS 36a 1160 8aD EXISTING LOADS 1 20 1 20 © 2005 SIMONGLOVER INC. ALL 21 0 22 21 20 1 5 EXISTNG LOADS 900 1700 800 EXISTING LOADS 1 20 1 22 23 0 24 23 20 1 1 IXISTNG LOADS sa0 1340 540 EXISTING LOADS 3 20 1 24 RIGHTS RESERVED 25 0 26 25 20 1 1 EXISTNG LOADS 800 1340 540 ATTONEY OFFICE 3 20 1 26 ................ ................ ....... ....... ....... ....... ....... ........ ....... 27 0 28 27 20 1 1 EXISTNG LOADS 1130 1$50 720 ATTONEY OFFICE 4 20 1 28 29 0 30 29 20 1 5 ATTONEY OFFICE 900 1800 900 SPARE 20 1 30 31 0 32 31 20 1 5 ATTONEY OFFICE 900 900 20 1 32 ....... ....... ....... ................ ....... ....... ...... ....... 33 0 34 33 20 1 9aD 900 20 1 34 QRpF ESS/p 35 0 36 35 20 1 0 20 1 36 �O LCA M SS U 37 0 38 37 20 1 0 20 1 38 39 0 40 39 20 1 0 20 1 40 z 41 0 42 41 20 1 01 20 1 42 Uj No. 15221 m Ex 6 30 2016 ............... � P•LL SUBTOTAL CONNECTED VA: 4560 3460 4380 SUBTOTAL CONNECTED VA: 7120 8780 7830 `�j F�FCTR\Qp\� 25% CONTINUOUS LOAD &25% LARGEST MOTOR: 0 25%CONTINUOUS LOAD & 25% LARGEST MOTOR: 0 9�F OF CAL\FOB 65% KITCHEN EQUIPMENT LOAD: 0 65% KITCHEN EQUIPMENT LOAD: 0 TOTAL CONNECTED VA: 12400 TOTAL CONNECTED VA: 23730 TOTAL CONN ECTED AM PS: 34 TOTAL CONNECTED AMPS: 66 0 ° C F PANEL ' 2EE EMERGENCY PANEL (EXISTING) PANEL ' 2LA (EXISTING) ' VOLTAGE: 120I208V. 31PH 4W. MOUNT: SURFACE VOLTAGE: 120/208V. 3PH 4W. MOUNT: SURFACE BUS AMPS: 100A LOCATION: BUS AMPS: 225A LOCATION: ` MAIN: MLO FED FROM: MAIN: MLO FED FROM: z BREAKER LOAD CIRCUIT CKT TOTAL V A CKT CIRCUIT LOAD BREAKER BREAKER LOAD CIRCUIT CKT TOTAL V-A CKT CIRCUIT LOAD BREAKER w # AMP POLE LTG REC NISC KITCH DESCRIPTION V-A A B C V-A DESCRIPTION KITCH NISC REC LTG AMP POLE # # AMP POLE LTG REC NISC K1TCH DESCRIPTION V-A A B C V-A DESCRIPTION KITCH MSC REC LTG AMP POLE # 5 1 20 1 3 EXISTING LOADS 54D 1a4D :::::::::.:.: :.:.:.:.:.:: 5aa EXISTING LOADS 1 20 1 2 1 20 1 EXISTING LOADS 720 1440 720 EXISTING LOADS 4 20 1 2 G 3 20 1 3 EXISTING LOADS 540 1260 720 EXISTING LOADS 4 20 1 4 3 20 1 EXISTING LOADS 720 1440 :;:;:;:;... 720 EXISTING LOADS 4 20 1 4 w 5 20 1 3 EXISTING LOADS 540 1260 720 EXISTING LOADS 4 20 1 6 5 20 1 EXISTING LOADS 900 1700 800 EXISTING LOADS 1 20 1 6 7 1 20 1 3 EXISTING LOADS 540 10801 540 EXISTING LOADS 3 20 1 8 7 20 1 4 4 20 1 8 =ADM OFFICE 720 1440 720 EXISTING LOADS 9 20 1 3 EXISTING LOADS 540 1080 540 EXISTING LOADS 3 20 1 10 9 20 1 5 ADM OFFICE 9a0 1800 900 EXISTING LOADS 5 20 1 10 O 11 20 1 2 EXISTING LOADS 360 900 540 EXISTING LOADS 3 20 1 12 11 20 1 2 ADM OFFICE 4a0 1120 72a EXISTING LOADS 4 20 1 12 ............... .:.:.:.:.:.:..:.:.:.:.:.:.: 13 20 1 6 ADM OFFICE 1080 1580 5aa EXISTING LOADS 1 20 1 14 13 20 1 4 ADM OFFICE 72a 1260 540 EXISTING LOADS 3 20 1 14 15 20 1 6 ADM OFFICE 1080 1580 500 EXISTING LOADS 1 20 1 16 15 20 1 5 ADM OFFICE 900 1440 54a EXISTING LOADS 3 20 1 16 17 20 1 4 ADM OFFICE 720 1220 5a0 EXISTING LOADS 1 20 1 18 C 17 20 1 fi ADM OFFICE 1a80 1800 720 EXISTING LOADS 4 20 1 18 C 19 20 1 1 ADM OFFICE COPIER 15aa 215D 650 EXISTING LOADS 1 20 1 20 19 20 1 5 20 1 20 EXISTING LOADS 72a 1620 9aa EXISTING LOADS 21 20 1 EXISTING LOADS 800 1450 650 EXISTING LOADS 1 20 1 22 21 20 1 EXISTING LOADS 720 1620 900 EXISTING LOADS 5 20 1 22 o 23 2 - 800 1260 460 EXISTING LOADS 2 20 1 24 23 20 1 EXISTING LOADS 720 1440 720 EXISTING LOADS 4 20 1 24 0 25 50 1 EXISTING SUB PANEL"2 EA" 3840 4340 50a EXISTING LOADS 1 20 1 26 25 20 1 EXISTING LOADS 8D0 1700 900 EXISTING LOADS 5 20 1 26 Z 27 - 3060 3560 500 EXISTING LOADS 20 1 28 Q 27 20 1 EXISTING LOADS 800 1520 720 EXISTING LOADS 4 20 1 28 29 3 - 4380 4580 200 EXISTING LOADS 5 20 1 30 29 20 1 EXISTING LOADS 800 1600 800 EXISTING LOADS 1 20 1 30 z 31 2d 1 1 EXISTING LOADS 12aa 1200 SPACE 32 31 20 1 EXISTING LOADS 800 1600 800 EXISTING LOADS 6 20 1 32 w s 33 20 1 COUNCIL OFFICE FURSYSTE�V1 8aa $QO SPACE 34 33 20 1 EXISTING LOADS 8aa 1600 800 EXISTING LOADS 1 20 34 35 - 8aa 800 S PACE 36 _ F 35 20 1 EXISTING LOADS 300 1100 800 2 36 V J 37 3 - 8aa S00 SPACE 38 37 20 1 1 G D, 12aa 2000 800 EXISTING LOADS 1 20 38 39 SPACE 0 SPACE 40 39 20 1 EXISTING LOADS 500 1300 800 - 2 40 W 41 SPACE 0 SPACE 42 J Z 41 20 1 EXISTING LOADS 500 2000 1500 LUNCH COUNTER 1 20 1 42 O SUBTOTAL CONNECTED VA: 12190 9730 10020 SUBTOTAL CONNECTED VA: 11060 10720 10760 M z 25°/° CONTINUOUS LOAD & 25°I° LARGEST MOTOR: 0 25%CONTINUOUS LOAD& 25% LARGEST MOTOR: D w LLI k fi5°Io KITCHEN EQUIPMENT LOAD: 0 65% KITCHEN EQUIPMENT LOAD: 0 TOTAL CONNECTED VA: 31940 TOTAL CONNECTED VA: 32540 r l w W oo k TOTAL CONNECTED AMPS: 89 TOTAL CONNECTED AMPS: 90 v > > LO o U) ¢ o NOTE: NEW BREAKER SHALL BE THE SAME RATING AS EXISTING. J IL Q w O z > Qo 0 Q � LO U mw � > L ° 0 ISSUED FOR: DATE: 0 PERMIT - " 0 C c u REVISIONS: c NO. DESCRIPTION DATE ISSUED ` C c 2 - - C 0 3 - - C ° c L 0 0 a c u F 1� -.Oak C E G Engineering Inc. Consultanting E ngineersG roup JOB #: E14002 E �201 1543 W. Garvey Ave. North, Suite#210, West Covina, CA 91790 tel: 626.308.1268 fax: 626.308.1216 ceg@cegmep.com J:\Drawings\2014 101304002-City of Vernon TI\ELEC\ DWG: E-2-1.dwg LAYOUT: Model 1:0.5 July 7,2014-5:29:41 PM Chi BID SET FI 0701502014 3/32 REFERENCE NOTES ® 1. CEILING-MOUNT OCCUPANCY SENSOR. COOPER GREENGATE 6cd lab #OAC-U-0501. COORDINATE WITH SUPPLER FOR THE LOCATION OF SENSOR COVERAGE. 2. COOPER GREENGATE SWITCHPACK#SP20-MV, 277VAC. J J a 3. COOPER GREENGATE MOMENTARY DECORATOR SWITCH COUNCIL J #GMDS-W. SEE LIGHTING CONTROL DIAGRAM ON THIS SHEET. P P M YOR'S 4. WALL-MOUNT OCCUPANCY SENSOR. COOPER GREENGATE O FICE SIMONGLOVER INC. DUAL TECH/DUAL RELAY WALL SWITCH SENSOR CTY F1 WORK '' COPY < > > #ONW-D-1001-DMV-W-277V. 3293 PACIFIC AVENUE OF ICE 3/3 SPACE 3 ROOM 6 d 51a al LONG BEACH, CA 90807 /3Y PH: 562.279.0050 5. WALL-MOUNT OCCUPANCY SENSOR. COOPER GREENGATE © 2005 SIMONGLOVER INC. ALL -• DUAL TECH/SINGLE LEVEL WALL SWITCH SENSOR #ONW-D-1 001-MV-N-W-277V. RIGHTS RESERVED lab labLU J J J 3ab 3ab 3a ab 6. INTERCEPT EXISTING EMERGENCY BRANCH CIRCUIT IN THE J cd ap AREA. - S QROFESS/0 = OFFICE 7. INTERCEPT EXISTING NORMAL BRANCH CIRCUITS IN THE AREA. ��o�SiCAy�� F1 OPEN ——— ® F 2 OFFICE J 3/32 lei 8. RE-CONNECT EXISTING BRANCH CIRCUIT TO EXISTING LIGHTING 2 No. 15221 m _ CONTROL PANEL "LCP-2". * ExP.s 30 2016 � FIN lab P 3/32 9 FCTR\�P��Q 6c 6cd 6fg 9. RE-CONNECT EXISTING BRANCH CIRCUIT TO EXISTING LIGHTING TF OF CA1 �F� 3ab J < > lab 1 b CONTROL PANEL "LCP-1". 1mn ® OFFICE J ab cd J ab cd tt4 gS S E 6fg WAITING 3a 3a 3a D RECEPTION - — ROOM � D --- 1 EX ❑ J < > - allP _ J 5goo!0 J < > 6cd LUMINAIRE SCHEDUCE z W U c 6b 3a J p ALLWA P 3 ITEM NO. DESCRIPTIONS LAMPS MOUNTING REMARKS 2 RELOCATED EXISTING 2'X4' FLUORESCENT FIXTURE. W R J CONTRACTOR TO CLEAN LENS REPLACE DEFECTED ROOM 6cd 2H 17 O F1/3-32 (3)F32T8 RECESS OFFICE F4 FIXTURE AND REPLACE WITH SAME COLOR O , t < TEMPERATURE LAMPS Kr CHENE TE a_ NEW 2'X4' FLUORESCENT FIXTURE TO MATCH LE F3 >{q� 1'..=: =I,:'';" ; F1N/3-32 (3)F32T8 RECESS OFFICE Z /32 6 EXISTING COOPER LTG. FORTFOLIO #LD6A15-D010TE/277V- F2/23 23W LED RECESS KITCHEN _ _ t �. -r_• ERM6A15-35-6LMO-W z 23 Z c s - F3/2-32 COOPER LTG. METALUX#WN-232A-UNV-EB81-U (2)F32T8 SURFACE CLOSET, TOILET z u o o W RE-CONNECT TO EXISITING BRANCH CIRCUIT COOPER METALUX LTG. #2EP3GAX-332S361-UNIV- J EMERGENCY PANEL 2E 6 F3 F4/3-32 (3)F32T8 RECESS CONFERENCE ROOM 2/32 CHoN HR8-DIM r n L ISOLITE #2040-95-S/D-G-20 SELF-LUMINOUS EXIT v z LEVEL 2 - LIGHTING PLAN ADMIN . OFFICE EX/o SIGN - SURFACE z O SCALE: 1/4" = l'-0" ~ z V_ W z z 00 L J > > STO GE ILE C INET 11 cds b ® S N LL CD Q du LL HR OFFICE J O Q U W zzz F � O F3 J 5cdH 1 � > �n z 2/32 _T � 5 b W CD 19 5cd 5ab 5ab J U > ` J 5ab 5ab a P a J J F1 (TYP.) ISSUED FOR: DATE: VESTIBULE J J 3/32 PERMIT u NE5 © _ J ® RECEP IONIST OPEN i 5ab 5ab OFFICE AM 5ab 5ab J C OFFIC OPEN 5ab 5 d NO ISI DESCRIPTION DATE ISSUED c FFICE FE�;l VR FIL C BIN T !+ 1 - - J - - F 2 < Cb at, 3 - - c J 7 9 2HB 5 5ab 5ab 5ab 2 cU 5ab 5ab CA OFFICE c 5ab 5ab Fab 5ab 5ab F OIR CA OFFICE HR FFICE HR FFICE FILEC BI ET C E G Engineering Inc. CMON 0 Consultanting E ngineersG roup JOB #: E14002 ■ LEVEL 2 - LIGHTING PLAN CITY ATTORNEYS N EY'S OFFICE 1543 W. Garvey Ave. North, Suite#210, West Covina, a .com 1 tell: 626.308.1268 fax: 626.308.121 s ceg@cegmep.com SCALE: 1/4" = l'-0" 10rawings\2014 JOB\E14002-City of Vernon TI\ELEC\ DWG: E-3-O.dwg LAYOUT: Model 48:24 July 7,2014-5:28:23PM Chi BID SET 0701502014 REFERENCE NOTES 1 . PROTECT EXISTING PANEL TO REMAIN AS IS. 2. DISCONNECT AND REMOVE EXISTING RECEPTACLE AND ASSOCIATED OUTLET BOX, CONDUIT AND CONDUCTORS. 3. PROVIDE J-BOX IN ACCESSIBLE CEILING TO INTERCEPT EXISTING BRANCH CIRCUIT TO REMAIN AND MAINTAIN BRANCH CIRCUIT CONTINUITY. SEE NEW POWER PLAN FOR COMPLETE CIRCUIT SIMONGLOVER INC. CONNECTION. 3293 PACIFIC AVENUE I 4. PROTECT EXISTING BRANCH CIRCUIT AND MAINTAIN LONG BEACH, CA 90807 BRANCH CIRCUIT CONTINUITY. PH: 562.279.0050 © 2005 SIMONGLOVER INC. ALL RIGHTS RESERVED X 17 I 11 LL � XR `-z ROFESS/6, 19 ROOF ICDui z J (R) * 9 No. 15221 Ix * Exp.6 30 2016 (R) 7 ��q�F'FCT R\�p�� OF CAL\F r i --- ----- ---- — x ---� r#4 15 I 17 km' — — — — 23- = I Q X I 0 X I I W `J J r 0 I I < 17 c� I (R) I 2 (TYP) V 13 � LE N z (R) > > >I 2 N y 15 > X > 1 < R) (R I o x s15 / I N X 1 Q 13 CD c� / o l I Z F X R) }� (R) N (R) W 17r i x / I XR——— l �X / R) r c IL t WF k. " 15 (R) -XR- a XR XR-7------XR- > 21 XR i5 s I I 1 15 r*i1— x ———— x \ f 9 r+ ri 19 I — \ ® 2LA 13-15-17 Ln x-41 - X — — I ~ CD I z Q o \ o J Ti z I N \ N XR�// Iui I I N \ (R) 0 7 / x (R) i R . r 9'�* N Z ° —�-xR-— I �+ Q z \ 4- I XR / J O LU \ O _ x \ Z w 2EE 13-15-17-19 ® \ I + I - O W z \ \ > > L \ 21 CD L.L rn Q- - - - x - N -C w LL O z a U F z > C \\ 23 — X ----I+I-- X -- '�z 23 O 0 c UJI .,,. Q W w - > L / f X :� / 7 ISSUED FOR: DATE: / ® 2LA 19-21-23 \ PERMIT / CD ♦ / N O / ?19 N i 2LA 7-9-11 a REVISIONS: NO. DESCRIPTION DATE ISSUED 3 i S F a / 2LA N F O N 0 N HlaoN o C E G Engineering Inc. Consultanting E ngineersG roup JOB#: E14002 E �4 LEVEL 2 - POWER DEMOLITION PLAN ADMIN . OFFICE 1543 W. Garvey Ave. North, Suite#210, West Covina, CA 91790 tel: 626.308.1268 fax: 626.308.1216 ceg@cegmep.com SCALE: 1/4" = V-0" J:\Drawings\2014 JOB\E14002-City of Vernon TI\ELEC\ DWG: E-4-O.dwg LAYOUT: Model 48:24 July 7,2014-5:21:55PM Chi BID SET 0701502014 #411 x ____ REFERENCE NOTES ® �"J 17 17 1. NEW J-BOX IN ACCESSIBLE CEILING. EXTEND AND J UP TO ROOF 9 INTERCEPT EXISTING BRANCH CIRCUIT AND MAINTAIN EXISTING BRANCH CIRCUIT CONTINUITY. TO FURNITURE WIRING SYSTEM �O _ _ 1 SEE POKE-THRU DETAIL COUNCIL 3 I rr� 2. RECEPTACLE ON EMERGENCY CIRCUIT. ON THIS SHEET (TYP FOR 4) OFFICES ° ( (TYP) 2 �' /9 RECEPTACLE AND COVER PLATE COLOR TO MATCH /"t' - EXISTING. 3 /4 3 /4 "C "C.O. I I I I / 2 I . x MAYOR'S �� 3. POWER AND VOICE/DATA COMBINATION FIRE RATED 2EE 22-25-37 I OFFICE POKE-THRU FLUSH FLOOR BOX. SEE DETAIL ON 7 SIMONGLOVER INC. --- — --- ----- -- x --- r i I I f THIS SHEET. CONTRACTOR TO VERIFY FLOOR 17 15�+�' 15 I ' I i REBAR LOCATION WITH X-RAY EQUIPMENT AND 3293 PACIFIC AVENUE 23 I COPY IDENTIFY DUCT WORK SYSTEM AT THE FLOOR LONG BEACH, CA 90807 % I x ROOM D2 --\ -----II+H*I+--- -- BELOW. THE POKE-THRU LOCATION SHALL AVOID PH: 562.279.0050 `� ` ------- I THE FLOOR REBAR AND DUCT WORK SYSTEM. THE © 2005 SIMONGLOVER INC. ALL * I 1 17 19 I LOCATION OF POKE-THRU SHALL COORDINATE WITH RIGHTS RESERVED`� FURNITURE SYSTEM SUPPLIER. I I 3/ 4" C.O. FOR VOICE/DATA �17 J CITY r� I 4. 1" C.O. UP TO 6" ABOVE CEILING SPACE WITH x ADMINISTRATOR I �� * I CONDUIT BUSHING FOR SATELITE CABLE QRpFEssio OFFICE 2 x I CONNECTION. (CABLE BY OTHERS)I I OPEN OFFICE OFFICE 5. 2" C.O. WITH BUSHING UP TO CEILING SPACE FOR w No. 15221 m CCTV/DATA ACABLES. (CABLE BY OTHERS). PROVIDE SUITABLE WALL MOUNTED J-BOX BEHIND TV SET AS Exp.6 30 2016 L__ 1 REQUIRED. VERIFY LOCATION WITH TV INSTALLER. q�F�FcrR\�OF CA0 9 OFFICE I/ 6. LEGRAND WIREMOLD POKE-THRU SUITABLE FOR 21 r 15 x J VERIFY OUNTING II THE EXISTING FLOOR MATERIAL WITH TWO(2) x —I+H— x � � AT FIELD DUPLEX RECEPTACLES AND DATA/TV OUTLETS c o !x 13 13 9 ni I (VERIFY WITH DATA/TV CABLE FOR THE OUTLET ' I 15r*ice x ---- x \ '/� / 9 �ii� � TYPES). ADD ITEM #152CHA BOTTOM HOUSING 19 ASSEMBLY FOR 2" CONDUIT. ' 2LA 13-15-17 X -4I� \ - 1 7 s v RECEPTIO WAITING �I \ � 13 ROOM , GENERAL NOTES ROOM \ 15 4 % x 1 . CORD DRILL FLOOR FOR POKE-THRU INSTALLATION z I 15 \ 15 � 13 �� - x 7 AND FILL WITH FIRE RATED SEALANT AS REQUIRED. w 15 I 6 ----- — \— 1 HALLWAY I 2 x V x --- w > 2EE 13-15-1 O I F \ KITCHENETTE � ^ I..L \ 5 21 _* 2LA 37 5 LJ +42", G F I \ 42", G F I 9 - \ ACCESSIBLE �\ \ TOILET z 23 \\ n �— x — I-- x -- to 03 ® 11 2LA 42 Q \i � G 42 z z F L 1 7 x 7` i z � 2LA 19-21-23 p� I � / L.L.I u r� < _ O �� 19 G e x w 1 O w � F _ _ o Uj \ > > � N LL w m _j O U ` u Q Z F LIQUIDTIGHT FLEEX CONDUIT WITH O I > � Oz DATA CABLE TO FURNITURE CONNECTION W — o � J U > F LIQUIDTIGHT FLEX CONDUIT a WITH POWER CONDUIT TO 2LA FURNITURE CONNECTION I ISSUED FOR: DATE: PERMIT - • • J.L ° • e • • ° ° v L d • e e d e d e 1 e d ° d d v M ° At d° av ° °- ° ° d e F °• • e u REVISIONS: CARPET NO. DESCRIPTION DATE ISSUED ` GASKET I LEVEL 2 - POWER PLAN ADMIN . OFFICE a #152CH SCALE: 1/4 = 1'-0 2 BOTTOM HOUSING O 3 ASSEMBLY o a F RECESSED FURNITURE FEED O I ASSEMBLY WITH SURFACE F eke STYLE COVER. #6ATCFFGY COUPLING J-CABLE SUPPORT __7 INSULATED BUSHING VOICE/DATA CABLES. 0 C E G Engineering Inc. SEE PLANS Consultanting E ngineersG roue JOB#: E14002 E � 5 FIRE RATED POKE-THRU DEVICE INSTALLATION DETAIL 2 1543 W. Garvey Ave. North, Suite#210, West Covina, CA 91790 tell: 626.308.1268 fax: 626.308.1216 ceg@cegmep.com SCALE: NONE E-j J:\Drawings\2014 JOB\E14002-City of Vernon TI\ELEC\ DWG: E-5-O.dwg LAYOUT: Model 48:24 July 7,2014-5:20:48PM Chi Q W LL FLn—D C _ I I I I I I I I I I I SIMONGLOVER INC. 3293 PACIFIC AVENUE PH: 562.279.0050 I © 2005 SIMONGLOVER INC. ALL RIGHTS RESERVED 0 I I I I O O I I O 1 Q�OFESS/O 1 I I ��o SsicA M y � z LU No. 15221 m 1 * Exp.6 30 2016 1 F OF CAS-�FO�' � I I I I 1 OI 1 0 1 I 2LC I I1 w O aZ zo I OLU ■ 0° z IL I �z O ¢g 1 "- mU �atf a' Z� J Q Q W ZJ J_ W> U)U �Z OO LL1Ljj J O o00 U0'� 1 Z2 O <ui 2EA 7-9-11 �/ 0 1 2< o 2 3 } ZQ 4 4 2 °o I I Ld — 0� d J C� 7 �o 26 FILE CABINET J J 7,9,11 7,9 11 J J 26 7 L am I 28 26 7Q °Z STORAGE (V.L.) Z o U -- Z W o z D Q ~U =Z 1 2LC 26-28 26 HR OFFICE J 1 uws 2LC 26 28-30 KU z Z)2 OU) Lj O �o 1 VE ULE 26 O 0 �w w w a� CA OFFICE 1:: RECEPTIONIST/OPEN O w Z Oo oz 2EA OPEN 2$ OFFICE ^ \ ; Z< I I OFFICE L•L / W o O 2EA18 N � �' OM 28 '� 2 J O Q a Q0 I I 18 I— U Wo 1 FILE CABINET FILE C BINET 2$ PIER \� < � wo_ 'nU Z U_ I 1 O w W� 31 J U > wo 1 00 1 29 Of ane I I w_ 2LC 31-33 1 1 29 HR OFFICE ISSUED FOR: DATE: 20 LD 31 29 O o CA OFFICE 2EA 13 31 PERMIT -7/10/2014 J 0 CA OFFICE HR OFFICE z 2 1 31 29 wz O I IER�I afm O O= 2 2 �w 1 ) 2 14 �J REFERENCE T E # 14 FILE CABINET REVISIONS: o 0 NOTES S O NO. DESCRIPTION DATE ISSUED o Z Uj o� TAIN CIRCUIT CONTINUITY. to 2 Z OLd K 3 - - zw I I I 2. RECEPTACLE ON EMERGENCY CIRCUIT. RECEPTACLE AND COVER PLATE I COLOR TO MATCH EXISTING. KY o 0 I I 2EA 14 cUj n> 3. PROVIDE WALL MOUNTED J-BOX WITH 1"C.O. UP TO ACCESSIBLE SPACE of; FOR VOICE/DATA COMMUNICATION SYSTEM TO PREWIRED FURNITURE LUw W0 SYSTEM. COORDINATE WITH FURNITURE SUPPLIER FOR CONNECTION �_° POINT. (CABLE BY OTHERS). 4. PROVIDE WALL MOUNTED J-BOX WITH BRANCH CIRCUIT AS SHOWN. COORDINATE WITH PRE-WIRED FURNITURE INSTALLATION FOR POWER C E G Engineering Inc. WHIP CONNECTION POINT. CHDION Consultanting E ngineersG roup JOB #: E14002 LEVEL 2 - POWER PLAN CITY ATTO R N EY'S OFFICE 1543 W. Garvey Ave. North, Suite#210, West Covina, CA 91790 tel: 626.308.1268 fax: 626.308.1216 ceg@cegmep.com SCALE: 1/4" = 1'-0" J:1Drawings12014 JOB1E14002-City of Vernon TIIELECI DWG: E-5-1.dwg LAYOUT:Model 48:24 July 10,2014-4:55:45PM Jessica BID SET 0701502014 CERTIFICATE OF COMPLIANCE (Page 1 of 4) LTG-1 C CERTIFICATE OF COMPLIANCE (Page 2 of 4) LTG-1 C CERTIFICATE OF COMPLIANCE (Page 3 of 4) LTG-1 C PROJECT NAME DATE Project Name Date 01/06/2014 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST 1 01/06/2014 The City of Vernon PROJECT NAME DATE INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Project Address The City of Vernon 01/06/2014 Fill in controls for all spaces:a area controls,b multi-level controls,c manual da li htin controls for da lit areas 1 Climate Zone Building CFA p ) ) ) v g g day lit Santa Fe Ave.,Vernon, CA 90058 >250 ft2,automatic daylighting controls for daylit areas>2,500 ft2,d)shut-off controls,e)display lighting controls, Unconditioned Floor Area Installation Certificate, LTG-1-INST(Retain a copy and verify form is completed and signed.) Field Inspector ❑ f)tailored lighting controls-general lighting controlled separately from display,ornamental and display case lighting and g)demand responsive automatic controls for retail stores>50,000 ft2,in accordance with Section 131. General Information Certificate of Acceptance, LTG-2A and LTG-3A(Retain a copy and verify form is completed and signed.) Field Inspector ❑ Building Type: Nonresidential ❑ High-Rise Residential ❑ Hotel/Motel Guest Room A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces Installed Lighting Power listed on Field MANDATORY LIGHTING CONTROLS-FIELD INSPECTION ENERGY CHECKLIST Inspector ❑ Schools Relocatable Public this Lighting Schedule is only for: ❑ [� Conditioned Spaces ❑ Unconditioned Spaces [� CONDITIONED SPACE ❑ UNCONDITIONED SPACE S I M O N G LOV E R INC. Schools Phase of Construction: ❑ New Construction ❑ Addition [9 Alteration ❑ The actual indoor lighting power listed below includes all installed permanent and portable lighting systems in accordance Type/Description Number of Units Location in Building Pass Fail Method of Compliance: ❑ Complete Building [Z Area Category ❑ Tailored with sub-section 146(a) El El 3293 PACIFIC AVENUE Documentation Author's Declaration Statement E] Only LIGHTING CONTROL PANEL Only for offices: Up to the first 0.2 watts per square foot of portable lighting shall not be required to be included in the �I certify that this Certificate of Compliance documentation is accurate and complete. calculation of actual indoor lighting power density in accordance with the Exception to sub-section146(a).All portable lighting in OCCUPENCY SENSOR El El LONG BEACH, 90807 CA CA 50 excess of 0.2 watts per square foot is totaled below. ❑ ❑ © 2005 SIMONGLOVER INC. ALL Name Signature DIMMING SWITCH JESSICA M.YUEH Luminaire(Type, Lamps, Ballasts) Installed Watts ❑ ❑ RIGHTS RESERVED Company Date: A B C D E F G H CEG ENGINEERING, INC. 01/06/2014 How wattage was Field ❑ ❑ Address If applicable: determined Inspector 2 1543 W. GARVEY AVE. NORTH, SUITE#210 EA# � ❑ ❑ CEPE# �, m �' CEC — X o m Complete Luminaire Description o.-- - a o ❑ ❑ City/State/Zip Phone: �, 1-- p p Cn c Default According `m .M — WEST COVINA, CA 91790 (626)308-1268 (i.e,3 lamp fluorescent troffer, is from to§130 a r _ pFESS C Z _ F32T8,one dimmable electronic ballasts) d ore Z _ `6 m ❑ ❑ QR / Principal Lighting Designer's Declaration Statement NA8 ( ) Z _J _ LL LL �k) �S1CA M � F1 N, 2'x 4'FLUORESCENT LIGHT(3)F32T8,ELECTRONIC BALLAST 89 ❑ 51 4539 ❑ ❑ ❑ ❑ ��' �� F4 I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the lighting F4 z design. F2 LED RECESS DOWN LIGHT 23 ❑ 3 69 ❑ ❑ w No. 15221 m m This Certificate of Compliance identifies the lighting features and performance specifications required for compliance F3 V x 4'FLUORESCENT LIGHT(2)F32T8,ELECTRONIC BALLAST 59 ❑ 4 236 ❑ ❑ ❑ ❑ * Exp.6 30 2016 with Title 24, Pages 1 and 6 of the California Code of Regulations. -9 FC T R\�J The design features represented on this Certificate of Compliance are consistent with the information provided to ❑ ❑ :E] ❑ TF OF CAQ document this design on the other applicable compliance forms,worksheets,calculations, plans and specifications ❑ submitted to the enforcement agency for approval with this building permit application. ❑ Field Inspector's Notes or Discrepancies: Name: JESSICA YUEH Signature: ❑ Company: CEG ENGINEERING, INC. Phone: (626)308-1268 n ❑ ❑ - Address: License# ❑ ❑ 1543 W. GARVEY AVE. NORTH, SUITE#210 E15221 ❑ ❑ ❑ C City/State/Zip: WEST COVINA, CA 91790 Date: 01/06/2014 Lighting Mandatory Measures ❑ ❑ Indicate location on building plans of Mandatory Measures Note Block: ❑ ❑ LIGHTING COMPLIANCE FORMS&WORKSHEETS(check box if worksheet is included) ❑ ❑ For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms,please refer to the ❑ ❑ ❑ Nonresidential Manual published by the California Energy Commission. e [� El ❑ LTG-1C Pages 1 through 4 Certificate of Compliance.All Pages required on plans for all submittals. ❑ LTG-2C Controls Credit Worksheet ❑ ❑ El El C 0LTG-3C Indoor Lighting Power Allowance INSTALLED WATTS PAGE TOTAL: 4844 W Building total number of pages Installed Watts Building Total ❑ LTG-4C Pages 1 through 4 Tailored Method Worksheet g p g (Sum of all pages) 4844❑ UJ I I I c LTG-5C Pages 1 and 2 Line Voltage Track Lighting Worksheet r Enter into LTG-1 C Page 4 of 4 P 1.Wattage shall be determined according to Section 130(d and e).Wattage shall be rating of light fixturen not rating of bulb. O = 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct.Verify building plans if necessary. 2008 Nonresidential Compliance Forms August 2010 2008 Nonresidential Compliance Forms July 2010 `- 2008 Nonresidential Compliance Forms July 2010 C C C � F C C C 0 Z0 CERTIFICATE OF COMPLIANCE (Page 4 of 4) LTG-1 C INDOOR LIGHTING POWER ALLOWANCE LTG-3C > Project Name: Date: PROJECT NAME DATE Mandatory Lighting Measures w ` 01/06/2014 01/06/2014 z b I ' I r ALLOWED LIGHTING POWER(Chose One Method) W C Conditioned and Unconditioned space Lighting must not be combined for compliance F A Separate LTG-3C must be filled out for Conditioned and Unconditioned Spaces. Indoor Lighting Power Allowances listed on Indoor Lighting Power for Conditioned Spaces Indoor Lighting Power for Unconditioned Spaces this page are only for: ® Building Lighting Shut-off [� CONDITIONED SPACE ❑ UNCONDITIONED SPACE The buil Ing righting shut-off system consists of an z 1 Installed Lighting Watts Watts COMPLETE BUILDING METHOD automatic time switch, with a zone for each floor. Q o (from Conditioned LTG-1C Page 2) Installed Lighting Z 4844 _ WATTS COMPLETE _ ALLOWED (from Unconditioned LTG-1 Page 2) X ® Override for Building Lightin Shut-off J BUILDING CATEGORY(From sub-section146 Table 146-E) PER(ft) BLDG.AREA WATTS O c Lighting Control Credit 0 Lighting Control Credit _ The automatic building s Ut-off Sys em Is provided with a Conditioned Spaces(from LTG-2C) Unconditioned Spaces(from LTG-2C) — manual accessible override switch in sight of the lights. C Z Adjusted Installed _ 4844 Adjusted InstalledT TOTALS The area of override is not to exceed 5,000 square feet. GO �/ LidF Lighting Power Lighting Power Li ® Automatic Control Devices Certified AREA WATTS z Complies if Installed<_Allowed Complies if Installed<_Allowed = All automatic control devices specified are certified', all U LLI oo alternate equipment ment shall be certified and installed as > > c) Allowed Lighting Power Allowed Lighting Power AREA CATEGORY METHOD — Part A `� p Q u Conditioned Spaces (from LTG-3C) 4899 Unconditioned Spaces(from LTG-3C) A B C D directed by the manufacturer. ^� W CD WATTS AREA _ ALLOWED ` V LL C AREA CATEGORY(From sub-section 146 Table 146-F) PER(ft) X (ft� WATTS ® Fluorescent Ballast and Luminaires Certified CC O Q Q ` Required Acceptance Tests All fluorescent fixtures subject to certification and specified G v OFFICE< 250 S.F. 1.1 1500 1650 UJ 1 p z u Designer: for the pro ects are certified. Z OFFICE>250 S.F. 0.9 1400 1260 1 This form is to be used by the designer and attached to the plans.Listed below is the acceptance test for the Lighting system, � C' LTG_2A and LTG-3A.The designer is required to check the acceptance tests and list all control devices serving the building or space shall be RECEPTION 1.5 680 1020 O Z certified as meeting the Acceptance Requirements for Code Compliance.If all the lighting system or control of a certain type requires a test,list ® Individual Room/Area Controls `0 RESTROOM/HALLWAY/STORAGE 1.5 160 240 O u the different lighting and the nubmer of systems.The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual describes LLI g g y pp pp Each room and area in this building is equipped ed with a >the test.Since this form will be part of the plans,completion of this section will allow the rewponsible party to budget fo the scope of work KITCHEN 1.1 90 99 g q pp u appropriately.Forms can be grouped by type of Luminaire controlled CONFERENCE ROOM separate switch or occupancy sensor device for each area with floor-to-ceiling walls. Enforcement Agency: a Systems Acceptance. Before Occupancy permit is granted for a newly constructed building or space or space or when ever new lighting system with ® Uniform Reduction for Individual Rooms y controls is installed in the building or space shall be certified as meeting the Acceptance Requirements. ISSUED FOR: DATE: The ITG-2A and LTG-3a forms are not considered a complete form and are not to be accepted by the enforcement agency unless the boxes are All rooms and areas greater than 100 square feet and checked and/or filled and signed.In addition,a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications,installation certificates,and operating and maintenance information meet the requirements of sub-section10-103(b)of Title 24 Part 6.The more than 0.8 watts per square foot of lighting load shall PERMIT - - field inspector must receive the properly filled out and signed forms before the building can receive final occupancy.A copy of the LTG-2A and be controlled with Multi-level switching for uniform LTG-3A for each different lighting luminaire control(s)must be provided to the owner of the building for their records. reduction Of lighting within the room. o c Luminaires Controlled LTG-2A and 3A ® Daylit Area Control C All rooms that are greater than 250 square feet and Controls and Sum of Additional Allowed Watts from Area Category Method-Part B(from table below) Sensors and Automatic contain windows and skylights, that allow for the effective o TOTALS 3830 4899 o REVISIONS: Y Daylighting Controls use of daylight in the area shall have 50/o of the lighting o Acceptance AREA WATTS power in each da lit area The effective use of daylight NO. DESCRIPTION DATE ISSUED Equipment Requiring Testing Description Z o U Location p Y Y EXISTING LIGHTING CONTROL ❑ throughout cannot be accomplished because the windows C AREA CATEGORY METHOD-Part B Additional Wattage Allowance(from Table 146-F Footnotes) are continuously shaded by a building on the adjacent lot. 1 OCCUPANCY SENSOR ❑ A B c D E F G Diagram of shading during different times of year is DIMMING SWITCH ❑ included on plans. 2 - - C E] Additional Additional 3 _ _ c Watts Wattage Total WATTS ❑ Primary Per ft2 Allowance Description(s)and Quantity of Special Design Smaller of F ElFunction Sq Ft Allowed (B x C) Luminaire 2Types in each Primary Function Area Watts D or F C El El o ❑ TOTALS-Enter into Area Category Method-Part A(Table above) C ❑ 1.Additional watts available only when allowed according to the footnotes on bottom of Table 146-F for chandelier or sconce; ❑ art,craft, assembly or manufacturing specialized task work; precision commercial/industrial work;or lab specialized task work. 2. Special luminaires are light fixtures described in the Table 146-F footnotes that are subject to an additional wattage ❑ allowance. ❑ TAILORED METHOD Total Allowed Watts using the Tailored Method taken from LTG-4C(Page 1 of 4)Row 3 C E G Engineering Inc. The indoor lighting power allowance using the Tailored Method of compliance shall be determined using the LTG-4C set of forms.A separate set of LTG-4C forms shall be filled out for CONDITIONED and UNCONDITIONED spaces Consultanting E ngineersG roup JOB#: E14002 E �6 2008 Nonresidential Compliance Forms July 2010 2008 Nonresidential Compliance Forms August 2009 1543 W. Garvey Ave. North, Suite#210, West Covina, CA 91790 tel: 626.308.1268 fax: 626.308.1216 ceg@cegmep.com J:\Drawings\2014 JOB\E14002-City of Vernon TI\ELEC\ DWG: E-6-O.dwg LAYOUT: Model 1:0.5 July 7,2014-5:19:36PM Chi BID SET - 0701502014 H\/AC ABBREVIATION5 C ENERAL NOTES TITLE-24 ENER6)00' 5FE0IFI0ATIONa%.01 DUCT l iORi<G 5YMBOL5 AC AIR CONDITIONING MAV MANUAL AIR VENT ACD AUTOMATIC CONTROL DAMPER MAX MAXIMUM RETURN AIR DUCT UP ACU AIR CONDITIONING UNIT MB MIXING BOX 1. IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS THAT A 1. EACH SPACE CONDITIONING SYSTEM SHALL BE INSTALLED WITH ACV AUTOMATIC CONTROL VALVE MBH THOUSAND BTU PER HOUR COMPLETE AND WORKABLE MECHANICAL INSTALLATION BE PROVIDED FOR SUPPLY AIR DUCT UP MCC MOTOR CONTROL CENTER AD ACCESS DOOR ALL THE EQUIPMENT AND SYSTEMS DESCRIBED OR SHOWN AS BEING IN CONTROLS THAT: SEC 122(e) AF AIR FOIL MG GAS - MEDIUM PRESSURE THIS CONTRACT. TOWARD THIS END, FURNISH ALL LABOR AND TOOLS EXHAUST AIR DUCT UP AFF ABOVE FINISHED FLOOR MIN MINIMUM NECESSARY, AND FURNISH AND INSTALL ALL APPARATUS, MATERIALS AND A. ARE CAPABLE OF AUTOMATICALLY SHUTTING OFF THE SYSTEM DURING AFS AUTOMATIC FIRE SPRINKLER MOT MOTOR EQUIPMENT IN A FASHION COMPLYING WITH ALL APPLICABLE CODES. PERIODS OF NON-USE AND SHALL HAVE AN AUTOMATIC TIME SWITCH RETURN AIR DUCT DOWN AHU AIR HANDLING UNIT MPR MEDIUM PRESSURE RETURN REFER ALSO TO WRITTEN SPECIFICATIONS FOR GENERAL, PLUMBING AND CONTROL DEVICE COMPLYING WITH SEC. 119(c), WITH AN ACCESSIBLE AMB AMBIENT MPS MEDIUM PRESSURE STEAM ELECTRICAL SECTIONS. MANUAL OVERRIDE THAT ALLOW OPERATION OF THE SYSTEM FOR UP TO SUPPLY AIR DUCT DOWN S I M O N G LOV E R INC. 4]z AMD AIR MEASURING DEVICE MU MAKE-UP WATER 4 HOURS. 41E EXHAUST AIR DUCT DOWN 3293 PACIFIC AVENUE AN PIPE ANCHOR MV MOTOR OPERATED VALVE 2. THE CONTRACTOR SHALL VISIT THE SITE OF THE WORK AND THOROUGHLY LONG BEACH, CA 90807 ANV ANGLE VALVE MVD MANUAL VOLUME DAMPER MZ-AHU MULTIZONE AIR HANDLING FAMILIARIZE HIMSELF WITH THE WORKING CONDITIONS AND THE EXACT NATURE B. AUTOMATICALLY RESTART AND TEMPORARILY OPERATE THE SYSTEM AS � F PH: 562.279.0050 AP ACCESS PANEL OR ELBOWS WITH TURNING VANES ARCH ARCHITECTURAL UNITS AND EXTENT OF THE WORK TO BE DONE, TAKING INTO ACCOUNTING ANY REQUIRED TO MAINTAIN: © 2005 SIMONGLOVER INC. ALL AT AIR TERMINAL NC NORMALLY CLOSED SPECIAL OR UNUSUAL FEATURES PARTICULAR TO THIS JOB. OR T TEE DUCT WITH TURNING VANES RIGHTS RESERVED ATC AUTOMATIC TEMPERATURE CONTROL NIC NOT IN CONTRACT 1) A SET BACK HEATING THERMOSTAT SET POINT, IF THE SYSTEM BC BALANCING COCK NO NORMALLY OPEN 3. ALL WORK SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF THE PROVIDES MECHANICAL HEATING; AND EXCEPTION: AREA WITH OR Irok) DUCT WITH ACOUSTICAL LINING (L) BDD BACK DRAFT DAMPER NO. NUMBER 2007 CALIFORNIA MECHANCIAL CODE (CIVIC), PART 4, TITLE 24 CCR THE DESIGN WINTER OUTDOOR TEMPERATURE OF GREATER THAT 32 BFV BUTTERFLY VALVE NPSH NET POSITIVE SUCTION HEAD OR DUCT DROP BHP BRAKE HORSEPOWER NTS NOT TO SCALE & LASTEST EDITION OF SMACNA DUCT MANUAL. DEGREES F. BI BACKWARD INCLINED OBD OPPOSED BLADE DAMPER 4. COORDINATE ALL WORK SHOWN ON THESE DRAWINGS AND SPECIFICATION OR DUCT RISE R E BIW BACKWARD INCLINED WHEEL 2) A SETUP COOLING THERMOSTAT SET POINT' IF THE SYSTEM Q OAI OUTSIDE AIR INTAKE WITH ALL DISCIPLINES AND TRADES PRIOR TO SUBMITTAL OF BID AND BLV BALL VALVES PROVIDES MECHANICAL COOLING. EXCEPTION AREA WITH THE OD OUT SIDE DIAMETER OR TRANSITION SQUARE TO ROUND BTU BRITISH THERMAL UNIT INSTALLATION OF SYSTEM. Q _ OPW OPERATING WEIGHT DESIGN SUMMER OUTDOOR TEMPERATURE OF LESS THAN 100 -'' N 013371 z� B BTU PER HOUR OSA OUTSIDE AIR DEGREES F. OR TRANSITION SQUARE TO SQUARE/ EXP. 2-31-15 BV BALANCING COCK 5. PROVIDE ACCESS DOORS AND/OR ACCESS PANELS AS NECESSARY TO OV OUTLET VELOCITY ROUND TO ROUND Q CC COOLING COIL SERVICE FIRE DAMPER AND CONTROL EQUIPMENT. ALL ACCESS DOOR AND NAN�GP � CD CEILING DIFFUSER OPNG OPENING PANEL LOCATIONS SHALL BE VERIFIED WITH ARCHITECT PRIOR TO 2. THE MINIMUM RATE OF OUTDOOR AIR REQUIRED AIR REQUIRED BY SEC. ` CAUF CFM CUBIC FEET PER MINET PD PRESSURE DROP INSTALLATION. ACCESS DOORS AND PANELS SHALL BE FIRE RATED TO 121(b)2, OR 0.15 CFM/ SQ FT. WHICHEVER IS GREATEST, D1I1IC OR FLEXIBLE DUCT PF PERFORATED FACE MATCH ENCLOSURE FIRE RATING. CHWR CHILLED WATER RETURN ( SHALL BE SUPPLIED TO THE ENTIRE BUILDING DURING THE ONE-HOUR CHWS CHILLED WATER SUPPLY PG PRESSURE GAUGE PERIOD IMMEDIATELY BEFORE THE BUILDING IS NORMALLY OCCUPIED. OR FLEXIBLE CONNECTION CLG CEILING PH PHASE (ELECTRICAL) SEC 121(c)2 COMP COMPRESSOR POC POINT OF CONNECTION 6. PROVIDE ACCESS AND WORKING SPACE ABOUT ALL MECHANICAL, OR RADIUS ELBOW-07 o COND CONDENSATE PRSS PRESSURE ELECTRICAL, AND CONTROL EQUIPMENT TO PERMIT READY AND SAFE CONN CONNECTION PRV PRESSURE REDUCING VALVE OPERATION, EXAMINATION AND MAINTENANCE. 3. THE THERMOSTATIC CONTROLS FOR HVAC SYSTEMS SHALL MEET THE ® OR ® SUPPLY AIR RECTANGULAR w PS PRESSURE SWITCH FOLLOWING REQUIREMENTS AS APPLICABLE: SEC 122(a) & (b) CEILING DIFFUSER CONT CONTINUATION a Z COP COEFFICIENT OF PERFORMANCE PSI POUNDS PER SQUARE INCH 7 � OR ® RETURN AIR CEILING REGISTER °o PSIA PSI ABSOLUTE UNL;ESS SPECIFICALLY SHOWN ON THESE PLANS, NO STRUCTURAL GRILLE a w MEMBERS SHALL BE CUT NEITHER DRILLED NOR NOTCHED WITHOUT A. EACH SPACE CONDITIONING ZONE SHALL BE CONTROLLED BY AN / om CU CONDENSING UNIT DO PSIG PSI GAUGE INDIVIDUAL THERMOSTATIC CONTROL. ® EXHAUST AIR GRILLE o of PT PLUGGED TEE PRIOR WRITTEN AUTHORIZATION FROM THE STRUCTURAL ENGINEER o CV CHECK VALVE AND/OR ARCHITECT. C FLOW COEFFICIENT PTR PRESSURE-TEMPERATURE / x OR E VERTICAL DUCT DROP CWR CONDENSER WATER RETURN RELIEF VALVE B. THERMOSTATIC CONTROLS SHALL BE CAPABLE OF BEING SET, LOCALLY a CWS CONDENSER WATER SUPPLY PVC POLYVINYL CHLORIDE PIPE 8. SEAL ALL OPENINGS THROUGH FIRE RATED SURFACES WITH UL LISTED OR REMOTELY, BY ADJUSTMENT OR SELECTION OF SENSORS; �^ z o D DROP R RISE MATERIAL BETWEEN PIPING AND THE ADJOINING SURFACES. FIRE STOP OR }- VERTICAL DUCT RISE v J Q Q Z J D-D DOUBLE DEFLECTION (PATTERN) RLA RATED LOAD (AMPERAGE) MATERIAL TO BE A TESTED ASSEMBLY, APPROVED BY THE CSFM. 1) DOWN TO 55 DEGREES F OR LOWER TO CONTROL HEATING; OR SIDE WALL REGISTER SUPPLY AIR W U' DAD DUCT ACCESS DOOR RA RETURN AIRco L RAR RETURN AIR REGISTERLU DB DRY BULB 9. COORDINATE LOCATION OF CEILING DIFFUSERS, GRILLES, AND 2) UP TO 85 DEGREES F OR HIGHER TO CONTROL COOLING; OR SIDE WALL REGISTER RETURN AIR ~ w W DIAM DIAMETER RCT RECTANGULAR (FACE) REGISTERS WITH ARCHITECTURAL AND ELECTRICAL ELEMENTS. O > "� DIFF DIFFUSER RD REFRIGERANT DISCHARGE LINE COORDINATE LOCATION WITH THE REFLECTIVE CEILING PLAN. _J Z Z2 DL DOOR LOUVER RD ROOF DRAINS 3) BOTH 1) AND 2) CONDITIONS TO CONTROL BOTH HEATING AND FD FIRE DAMPER O 2 DR DRAIN REG REGISTER COOLING. Q fr " E NAME EXISTING PIPE RG RELIEF GRILL 10. VERIFY LOCATION OF ROOM THERMOSTAT LOCATIONS BEFORE ROUGH-IN. -� SFD COMBINATION OF SMOKE AND Z (NAME) PROVIDE WIRING, CONDUIT, TUBING AND NECESSARY. MOUNTING HEIGHT FIRE DAMPER z 00 ESP EXTERNAL STATIC PRESSURE REHEATING I C. TO CONTROL BOTH HEATING AND COOLING, THE THERMOSTATIC CONTROLS 0> EA EXHAUST AIR RL OF ROOM THERMOSTATS TO BE 4'-0". THERMOSTATS MOUNTED ON SHALL BE CAPABLE OF PROVIDING A TEMPERATURE RANGE OR DEAD BAND -� D SMOKE DAMPER Q o0 EAR EXHAUST AIR REGISTER RPM REFRIGERANT LIQUID LINE EXTERIOR WALL SHALL HAVE A INSULATED BASE. EAT ENTERING AIR TEMPERATURE RS REVOLUTIONS PER MINUTE OF AT LEAST 5 DEGREES F WITHIN THE SUPPLY OF HEATING AND -� MANUAL VOLUME DAMPER o� EER ENERGY EFFICIENCY RATIO RV €Ef�PPLWk SUCTION LINE 11. COORDINATE MOUNTING HEIGHT OF ALL DUCTS WITH RECESSED LIGHTING COOLING ENERGY TO THE ZONE IS SHUT OFF OR REDUCED TO A CI) z z EF EXHAUST FAN SA SUPPLY AIR FIXTURES. WHERE NOTED ON THE DRAWINGS OR REQUIRED, DUCTS SHALL MINIMUM. �� D/L DOOR LOUVER J z EJ EXPANSION JOINT SAD SUPPLY AIR DIFFUSER RUN BETWEEN LIGHTING FIXTURES. -l/ ► UNDERCUT (DOOR) J z °z r 00 ELEC ELECTRICAL SAR SUPPLY AIR REGISTER 4. ALL NEW AIR HANDLING DUCTS AND PLENUMS SYSTEM SHALL BEWD ENT ENTERING SD SMOKE DAMPER 12. ALL DUCT WHICH PASS THROUGH A REQUIRED FIRE RATED WALLS/CEILING CONSTRUCTED, INSTALLED, INSULATED AND SEALED AS PER SECTIONS T O W o Z SEER SEASONAL ENERGY-EFFICIENCY O THERMOSTAT i= ER ECCENTRIC REDUCER SHALL HAVE FUSIBLE LINK FIRE DAMPER. 601, 603, & 604 OF THE CMC. Dz EWT ENTERING WATER TEMPERATURE RATIO Z> EXH EXHAUST SENS SENSIBLE O THERMOSTAT # CORRESPONDS Wg SF SUPPLY FAN 13. ALL DUCT DIMENSIONS ON DRAWINGS TO BE INSIDE CLEAR. 5. OUTDOOR AIR SUPPLY AND EXHAUST EQUIPMENT SHALL BE INSTALLED 3 WITH UNIT NUMBER zEO F FILTER WITH DAMPERS THAT AUTOMATICALLY CLOSE DURING PERIODS OF NON- o CO F' DEGREES FAHRENHEIT SHR SENSIBLE HEAT RATIO O SMOKE DETECTOR - CEILING TYPE U) O F&BP FACE AND BYPASS DAMPERS SMACNA SHEET METAL & AC NATIONAL 14. ALL DUCT BRANCHES FROM MAIN DUCT TO BE PROVIDED WITH MANUAL USE OF THE AREAS SERVED BY EQUIPMENT. SEC 122(f) w° F&T FLOAT AND THERMOSTATIC TRAPS ASSOCIATION VOLUME DAMPERS. DUCT SMOKE DETECTOR J z °_ SMD AUTOMATIC SMOKE DAMPER WW FLA FULL LOAD AMPERAGE 6. ALL ENCLOSED SPACES IN A BUILDING THAT ARE NORMALLY USED BY Q uj FA FREE AREA SO SHUT OFF HEAD 15. ALL DUCT BRANCHES FROM MAIN DUCT TO BE PROVIDED WITH 45 DEGREE HUMANS SHALL BE VENTILATED IN ACCORDANCE WITH THE REQUIREMENTS DIAMETER / ROUND .0 SOV SHUT OFF VALVE ENTRY. OF SECTION 121. C FC FLEXIBLE CONNECTION w o0 0 0 SP STATIC PRESSURE CFM > > ZQ FCU FAN COIL UNIT z Q o w o FD FIRE DAMPER SPEC SPECIFICATION 16. ALL SQUARE ELBOWS TO BE PROVIDED WITH TURNING VANES. U_ w M LL FIN FINISHED SQ SQUARE (FACE) 5YOMBOL5 QLU Q OM U)� FLR FLOOR SQ. FT. SQUARE FOOT 17. FLASHING AND COUNTER-FLASHING ALL MECHANICAL OPENINGS (DUCTS FIFINO = O U Q o FPM FEET PER MINUTE ST SOUND TRAP zQ z o STR STRAINER AND PIPING) IN ACCORDANCE WITH THE REQUIREMENTS OF THE ROOFING COORDINATION o FPS FEET PER SECOND TA THROW AWAY (FILTER) SYSTEM. C/H CHILLED/HEATING WATER PIPING w z Z o FS FLOW SWITCH 0Y 00 FT FEET TC TEMPERATURE CONTROL FLOW DIRECTION U LU W:5 GA GAUGE TCP TEMPERATURE CONTROL PANEL 18. ALL EQUIPMENT ANCHORS ON ROOF SHALL BE SET IN MASTIC. 1. THESE DRAWINGS ARE DIAGRAMATIC AND SHOW IN GENERAL WHERE THE o GAL GALLON TCV AUTOMATIC TEMPERATURE REDUCER OR INCREASER a CONTROL VALVE 19. ALL DUCTWORK AND SUSPENDED EQUIPMENT TO BE ANCHORED, DUCTWORK, PIPING AND OTHER WORK SPECIFIED IN THE Q z GALV GALVANIZED o TD TRANSFER DUCT SUPPORTED, BRACED PER 1998 SMACNA "MANUAL - GUIDELINES SPECIFICATIONS IS TO BE LOCATED. THE DRAWINGS DO ISSUED FOR: DATE: CO" GC GAS COCK TDH TOTAL DYNAMIC HEAD RISE/DROP IN PIPE af o GLV GLOBE VALVE FOR MECHANICAL SYSTEM, 2nd EDITION W/ADDENDUM #1, SEPT 2000. NOT NECESSARILY INDICATE ANY AND ALL OFFSETS AND CONFIGURATIONS °Q TEFC TOTALLY ENCLOSED WHERE BRACING DETAILS ARE NOT SHOWN ON THE DRAWINGS OR PERMIT 07/03/2014 GPM GALLONS PER MINUTE FAN-COOLED MOTOR REQUIRED FOR COORDINATION WITH THE SPACE REQUIREMENTS OF OTHER Z 2 CHS CHS CHILLED WATER SUPPLY SUBJECT GV GATE VALVE IN THE GUIDELINES, THE FIELD INSTALLATION SHALL BE - H HIGH TEMP TEMPERATURE THE APPROVAL OF THE MECHANICAL ENGINEER. TRADES. THE CONTRACTOR IS RESPONSIBLE FOR THE CORRECT PLACING a TG TRANSFER GRILLE CHR CHR CHILLED WATER RETURN a HB HOSE BIBB A COPY OF THE GUIDELINES PUBLISHED BY SMACNA AND SHALL LOCATION, AND CONNECTION OF THIS WORK IN RELATION TO THE WORK fr ow TH THERMOMETER HC HEATING COIL BE PROVIDED BY THE CONTRACTOR AND KEPT ON THE JOB AT ALL HEPA-AF HIGH EFFICIENCY PARTICULATE TV TURNING VANES TIMES. OF OTHER TRADES. HW� HWS HEATING HOT WATER SUPPLY REVISIONS: o AIR FILTERS TW THERMOMETR WELL TYP TYPICAL HWR- HWR HEATING HOT WATER RETURNUj HP HORSEPOWER UC UNDERCUT (DOOR) 20. ALL OUTSIDE AIR INTAKE TO BE LOCATED AT LEAST TEN (10) FEET 2. THE CONTRACTOR SHALL EXAMINE ALL MECHANICAL, ARCHITECTURAL, O o HPR HIGH PRESSURE RETURN HPS HIGH PRESSURE STEAM UH UNIT HEATER HORIZONTAL DIRECTION, OR THREE (3) FEET BELOW PLUMBING VENTS. STRUCTURAL, ELECTRICAL AND OTHER DRAWINGS THAT HAVE BEEN PRE- FC FLEXIBLE CONNECTION o HVAC HEATING, VENTILATING AND UL UNDERWRITERS LABORATORY PARED FOR THIS PROJECT, AND ACCEPT SUCH CONDITIONS, AND MAKE o w AIR-CONDITIONING UN UNION 21. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR D/CD D/CD DRAIN OR CONDENSATE DRAIN W ALLOWANCES FOR THEM IN PREPARING THE BID HW HOT WATER UTR UP THRU ROOF CONSTRUCTION SAFETY. . CQ _ HWR HOT WATER RETURN UV UNIT VENTILATOR I UN UNION OR FLANGE o� U)w HWS HOT WATER SUPPLY V VENT OR ATMOSPHERIC RELIEF 22. NOT ALL SYMBOLS AND ABBREVIATIONS APPLY TO THIS PROJECT. SHEET I NDEX IB INVERTED BUCKET TRAPS VAC VACUUM GV GATE VALVE 0 ID INSIDE DIAMETER VAV VARIABLE AIR VOLUME W 0 IPSIRON PIPE SIZE VD VOLUME DAMPER 5E15MIC EOUIPMENT ANCHORAOE KW KILOWATT VIL VERTICAL IN-LINE M0.01 MECHANICAL - SYMBOL LIST AND NOTES PRV PRESSURE REDUCING VALVE KW L LONG VTR VENT THRU ROOF LRA LOCKED ROTOR (AMPERAGE) W WIDE THE SEISMIC ANCHORAGE OF MECHANICAL AND ELECTRICAL EQUIPMENT M0.02 MECHANICAL EQUIPMENT SCHEDULES AND DETAILS GLV GLOBE VALVE LAT LEAVING AIR TEMPERATURE W/ WITH SHALL CONFORM TO C.C.R. TITLE 24, 2007 CBC SECTION 1632 AND M2.01 MECHANICAL - LEVEL 2-ADMIN. OFFICE FLOOR PLAN LBS POUNDS W-CLR WATER COOLERS TABLE 16A-0. ANCHORAGE DETAILS FOR ROOF/FLOOR MOUNTED M3.01 MECHANICAL - LEVEL 2-CITY ATTORNEY'S OFFICE FLOOR PLAN LD LINEAR DIFFUSER W C WATER-COOLED o C E G Engineering Inc. LDB LEAVING DB TEMPERATURE W G WATER GAUGE (PRESSURE) EQUIPMENT SHALL BE SHOWN ON PLANS. W 0 WITHOUT M4.01 MECHANICAL - DETAILS Consulting Engineers Group momol LIN FT LINEAR FEET / 9 9� p JOB NO. E14002 LPR LOW-PRESSURE RETURN WB WET BULB M5.01 MECHANICAL - SPECIFICATION LPS LOW-PRESSURE STEAM WBT WET-BULB TEMPERATURE WHERE ANCHORAGE DETAILS ARE NOT SHOWN ON THE DRAWINGS, THE FIELD 1543 W. Garvey Ave. North, Suite #210, West Covina, CA 91790 LVG LEAVING WG WATER GAUGE INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE MECHANICAL Tel: 626.308.1268 Fax: 626.308.1216 ceg@cegmep.com LWB LEAVING WB TEMPERATURE WMS WIRE MESH SCREEN ENGINEER AND THE STRUCTURAL. LWT LEAVING WATER TEMPERATURE WP WORKING PRESSURE PRINTED: BID SET 0701502014 VARIA5LE VOLUME TERMINAL SCHEPULE ISUFFL10 AIR PIFFUSER SCH. UNIT SYMBOL TB SYMBOL DIFFUSER SIZE BLOW MAXIMUM CFM 4;0 agolk 1 O 8 X 8 4W 180 LOCATION CEILING ANEMOSTA O 8 X 8 3W 180 MANUFACTURER EZTA O 8 X 8 2W 180 MODEL 8 l0 OD 8 X 8 2WC 180 SIMONGLOVER INC. TYPE - INLET SINGLE 3293 PACIFIC AVENUE E 10 X 10 4W 280 LONG BEACH, CA 90807 MAX. CFM 800 PH: 562.279.0050 MIN. CFM 350 0 10 X 10 3W 280 © 2005 SIMONGLOVER INC. ALL RIGHTS RESERVED MAX. UNIT P.D.-"WG 0.01 O 10 X 10 2W 280 EXTERNAL S.P.-"WG - O 10 X 10 2WC 280 HEATING CAP. MBH 7.8 0 12 X 12 4W 400 ® 25% OF MAX FLOW QR E `HEATING COIL-GPM 2.0 12 X 12 3W 400 � � O �J ' HEATING COIL-WTR FT 0.3 O EXP. 2�31 715Z 12 X 12 2W 400 � HEATING COIL AIR P.D. 0.60 NAN G 12 X 12 2WC 400 CALIF NC ® 2.0" O WG SP O 20 AT MAX CFM e 14 X 14 4W 550 ROWS 2 O 14 X 14 3W 550 Z EWT 'F 160 O 14 X 14 2W 550 EAT - 'F - DB 55 W aZ O 14 X 14 2WC 550 �� LAT - 'F - DB 94 0 o of Q 16 X 16 4W 720 oQ CONTROL TYPE DDC aZ U� co Q VOLTS PHASE - O 16 X 16 3W 720 a z Z� O::j OPER. WT. LBS - O 16 X 16 2W 720 w Z a �J W W> U) co VOLTS-PHASE - O 0 Z w 16 X 16 2WC 720 J w U� OPERATING WT- 40 U 18 X 18 4W 900 LBS O Q O Z,6 Q,6 VIBRATION ofr ISOLATION O 18 X 18 3W 900 w L.L Z fr _ J U a0 REMARKS: UNIT SYMBOL O 18 X 18 2W 900 U C— o G o, UO O1 CFM VARIES SEE PLAN X LU O 12" RD - 790 o O2 DISCHARGE NOISE CRITERIA z w z �z O 15" RD - 980 a w Q z o CO z �z O18" RD - 1410 NJ�C)W O? I— �U Q Z GREEN BUILDING CODE REMARKS: CFMBOL � ' W' wo 1. COVERING OF DUCT OPENINGS OF MECH EQUIPMENT DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION AND DURING STORAGE ON THE CONSTRUCTION SITE UNTIL FINAL z o 0) w STARTUP OF THE HEATING, COOLING, AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENING SHALL BE COVED WITH TAPE PLASTIC, SHEET O =° METAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST, WATER AND DEBRIS WHICH MAY ENTER THE SYSTEM. J z of RET. 4 EXH. AIR RES. SCH Q � w �_ 2. TEMPORARY VENTILATION. THE PERMANENT HVAC SYSTEM SHALL ONLY BE USED DURING CONSTRUCTION IF NECESSARY TO CONDITION ADDITIONS OR AREAS OF ALTERATION WITHIN THE , � �o REQUIRED TEMPERATURE RANGE FOR MATERIAL AND EQUIPMENT INSTALLATION. IF THE HVAC SYSTEM IS USED DURING CONSTRUCTION, USE RETURN AIR FILTERS WITH A MINIMUM EFFICIENCY SYMBOL REG. SIZE MAXIMUM CFM v \w w oo LU 0 / > o Za REPORTING VALVE (MERV) OF 8, BASED ON ASHRAE 52.2-1999, OR AN AVERAGE EFFICIENCY OF 30% BASED ON ASHRAE 52.1-1992. REPLACE ALL FILTERS IMMEDIATELY PRIOR TO O 8 X 8 150 z Q o x° OCCUPANCY, OR IF THE BUILDING IS OCCUPIED DURING ALTERATION, AT THE CONCLUSION OF CONSTRUCTION. Q Q U)_ O 10 X 10 200 = O U g af O 3. TESTING AND ADJUSTING. TESTING ADJUSTING OF NEW SYSTEMS INSTALLED TO SERVE A NEW ADDITION OR ALTERATION SUBJECT TO SECTION 550.1 IS REQUIRED. THIS INCLUDES A Q Z o REQUIREMENT FOR BALANCING OF THE SYSTEM BEFORE OCCUPANCY, A REPORT, 0&M MANUALS AND INSPECTION REPORTS. 30 12 X 12 300 w co Z o C) 0 0 ® 14 X 14 400 U � wo Wz o OU 5 16 X 16 600 a W� <Z �0 O 18 X 18 800 ISSUED FOR: DATE: �o o~ O 20 X 20 1000 PERMIT 07/03/2014 O LL J 0- Q z2 ® 22 X 22 1200 �Z WU Q� am OX O 24 X 46 2400 F W Z} wQ J REVISIONS: o� z w0 0 F OD REMARKS: SYMBOL x,n CFM z 0 z ow 0Q O cn zw xCQ 0 Y O0 "O ww U w Y Q 0 W W U_ 2 LL F 0 C E G Engineering Inc. MOO2 Consulting Engineers Group JOB NO. E14002 ■ 1543 W. Garvey Ave. North, Suite #210, West Covina, CA 91790 Tel: 626.308.1268 Fax: 626.308.1216 ceg@cegmep.com PRINTED: BID SET 0701502014 -.Sam SIMONGLOVER INC. 3293 PACIFIC AVENUE LONG BEACH, CA 90807 CONN. TO (E)SA & (E)RA DROPS PH: 562.279.0050 © 2005 SIMONGLOVER INC. ALL RIGHTS RESERVED 16X8(L 14X8( 8 105 1 H 1 I 5 5 (E) C-2 I5T N HEAT I QR E OUNCI 'N 013371 DFFICES 22X14( I AYOR' EXP. 2-31-1� 9"0 OFFICE CA��F � I I 2s I ��80j 290 12" WOR SPACE 5 5 �-oI I I z " p I a 290 9 12 + 0 I Q aZ CIT ROOM 8"0 o g 10"0 T o 0 OF �1� 1 1 LJJ °a o a Qz H C36O OFFICE 9p� 230 L DU550z a Z_ om 550 4 1 "O(L) 12"� PEN 170 8 O w L 360 O FICE 2 5 Z DOR 8»0 of z W o 350 OFFI Ef » I IAll 70 5 > a 2 0 12X12 — I I e23 O T I I I z= » o2 00 5 I I I I U0 2"0 55o I I I I ` o»o 0 I OfN z z 0 1? I 100 I I —15X12(L) oLU II I J w L� z WJ fr O j I I I I I 8 RECE TIO > Z� 325 T 27 w z °Z N f — "12 J w K Z — oz x —— D ROOM az ( ) » I I I I 325 12X10(L) ALL A ; LL W s X 3 Z 270 LL»o` lf�7 0 J17X12(L) CO N. TO E)SA (E) A O 60 CO F RENC z O U)a R E�AC-5 w a W O �0 3T N HEAT PUMP 3TON HEAT PUMP �' O \w w 0000 Z ON ROOF � / > >g c ON ROOF ACCESSIBLE KITC ENET B CEILING EXPANSION JOINT J L.L w � �Of Lu n TOILET 100 O ILL o U ¢o (E)EXH. U W z 50 o— = U U L a< LOU o> ��oLU L11 z ij O OU OfD w� �Z ¢O ISSUED FOR: DATE: Coo �� PERMIT 07/03/2014 0 R ¢a z2 0�z Wad ¢in am of_ OX �w wg0 REVISIONS: 0 n o1 z wo HVAC FLOOR PLAN - LEVEL 2 - ADMIN . OFFICE °_ gm Z =� SCALE: 1/4" = 1'-0" Z = O Ld co Z Ld 2� H� O� LL O W 0� W U- 0 �O C E G Engineering Inc. M201 Consulting Engineers Group JOB NO. E14002 ■ 1543 W. Garvey Ave. North, Suite #210, West Covina, CA 91790 Tel: 626.308.1268 Fax: 626.308.1216 ceg@cegmep.com PRINTED: BID SET 0701502014 -.Sam SIMONGLOVER INC. 3293 PACIFIC AVENUE LONG BEACH, CA 90807 PH: 562.279.0050 © 2005 SIMONGLOVER INC. ALL RIGHTS RESERVED � (E)18"0 (E)18"0 q) I F—� (D (E) AV TERMINAL EIEI� LiJ (E)1" SET FOR 1470 CFM 000 (E)3/4 (N)MVD R HWS — (N)� (E)12"0 '< <��.o HWR » -(N)MVD (E)CD (E 1-1/4" N o13371 (E)1 (N)3/4" (E)VAV TERMINAL BALANCE FOR 450CFM — ,' (TYP. FOR 3) EXP. 2-31-15 POC SET FOR 1300 CFM 3/4"HWS & HWR CONN. TO (E)1"HWS & HWR (E)3/4" �� (E)12"0 ' NAN\G � (E)16"0 �CAL\F '/ \ N 7"0 TAP (E)12"0 (E)15"0 1 O 330 3' BOO z LJ__I STOR E L(E)1 0 — o 8"0 TAP TO (E)60X16 SA DUCT �� 7" ( 1 "0 (E)12"0 (E)1 "0 aZ _= S FOR 6 OCFM E 13"0 (E)10"0 A jn� A 520 260 °o » aw (E) SA DUCT » 11 » (N)MVD VESTIBULE AP 7"� /7-0 »HR FFICE as (E)3/4 C � 9" (E)13 0 z °Q aZ D —► 12"0 1000 m U ^ 2 z °J LL_I 3 A OFFI E 10 E REC PTIONI T/OPE W Z J E 16 0 OPEN + 290 OFFICE W OFFI s Z Lu A A y (E)10"0 W of D E VAV TE " 10X6( ) (E) BOOT")(TYP.) T o 1 T a SET FOR FM (E) 0 0 (E)15 0 as Q2 (E)1 0 ( )12 0 P C(TYP.) Z= " °� 90 -------I ! G — I I —— 76— IN —+-AK CC a0 (E)10 0 BOOT 9"o G o (E)10 0 _ E 1000 F _ CAP N ~0 5 I » 20 250 W a o °� (E) 67/16 1 "0 430 3' OOT 6 10"0 4 5 HR OF ICE W z }z CA O FICE C OFFICE410 400 > a HK 2 W LL z °00 z 200 — J O W \7 �U J °Z �400 U f I z Z J J 16X8(L) 5 H z W (E)SA DUCT UP 0 (E)AC-1 50 —F� 3 B00 500 250 z a° z J W 00) O °o LU w� (E)RA DUCT IN TRUSS z z o ° LU (E)RA DUCT UP TO (E)AC-1 OI— w Lu zO z °oZ LUoO oo > S Q o a w° Q LL w LL LU 0 � Q °o ILL U < " Q Qo �°�a W > U = U_ � z°zLL o ozWz> w° F C) °U IL=) aQ� w� aZ ¢z ISSUED FOR: DATE: (0z �0 o< PERMIT 07/03/2014 ¢° z2 K z ao am O_ °x �w z} wQ D J REVISIONS: 0 co o� z w° HVAC FLOOR PLAN — LEVEL 2 — CITY ATTORNEY'S OFFICE Z ax SCALE: 1/4" = 1'-0" z °LLi J 0 Q °(n Z Lu _CQ 0 Y U� "O w� U)w Y Q 0 W W 0 =a FU C E G Engineering Inc. M301 Consulting Engineers Group JOB NO. E14002 ■ 1543 W. Garvey Ave. North, Suite #210, West Covina, CA 91790 Tel: 626.308.1268 Fax: 626.308.1216 ceg@cegmep.com PRINTED: BID SET 0701502014 SEQUENCE OF CONTROL: 2GPM 06PSI DROP GENERAL: 2—WAY AUTO. VALVE SEE SCHEDULE M0.02 PROVIDE ALL NECESSARY HARDWARE AND SOFTWARE , WIRING NIGN`� AND CONDUITS ACCOMPLISHED THE FOLLOWING CONTROLS AND MANUAL AIR VENT CONTROL SEQUENCES FOR HEATING, AND VENTILATING SYSTEM UNLESS OTHERWISE NOTED ON THE DRAWINGS AND SPECIFIED ELSEWHERE. ALL STARTERS FOR PUMPS AND FANS TO HAVE A MEANS OF MANULLY OPERATING. SHUT—OFF BALL VALVES S I M O N G LOV E R INC. H—O—A SWITCH SHALL BE KEPT IN THE "AUTO" POSITION. "HAND" AND "OFF" I 3293 PACIFIC AVENUE SHALL BE USED ONLY FOR MAINTENANCE. AIRFLOW B&G CIRCUIT SETTER ® REQUIRED GPM 2# P.D. LONG BEACH, CA 90807 PH: 562.279.0050 BUILDING HEATING AND COOLING CONTROL: STRAINER WITH 3/4" © 2005 SIMONGLOVER INC. ALL BALL VALVE AND RIGHTS RESERVED HEATING AND COOLING SHALL BE STARTED BY COMMAND FROM EMS. THE EMS HOSE BIBB END TO START AIR HANDLER AC-1 UNION (TYP) ADAPTOR EXIST. AIR HANDLER ZONE CONTROL — AC-1 PETE'S PLUG — PRESS GAUGE/TEMPERATURE HOT WATER COIL FAN SPEED TO BE CONTROLED BY A VFD. THE VFD TO BE CONTROLLED BY THE STATIC PRESSURE IN THE MAIN TAPPING (TYPICAL) SUPPLY DUCT APPROX. 1/3 THE DISTANT FROM THE END OF THE MAIN. IF THE OUTSIDE AIR TEMPERATURE IS NORMALLY CLOSED DAMPER NOTE. LOWER THAN THE COOL PLEMUN, AN OUTSIDE AIR DAMPER IN AIR HANDLER MIXING BOX WILL OPEN AND THE QR i RETURN AIR DUCT WIL CLOSE. OUTSIDE AIR DAMPER WILL RETURN TO MINIMUM WHEN THE OUTSIDE AIR 1. CIRCUIT SETTER SHALL BE INSTALLED SUCH THAT THERE WILL BE 5 ,� TEMPERATURE RISED TO THE COOLING PLEMUM TEMPERATURE. PIPE DIAMETERS OF STRAIGHT PIPE UP STREAM AND 2 PIPE DIAMETERS OF 'O i STRAIGHT PIPE DOWN STREAM FROM DEVICE co J �— ioo> C Di N 013371 z i � 2. PIPING CONN TO THE HEATING/COOLING COIL TO BE COUNTER FLOW. ExP. 2-31-15 � �Q NA14 FLOW SENSOR CALIF EXISTING HEATING SUPPLY WATER TEMPERATURE SHALL BE MAINTAINED BY A CONTROLLER COIL F f F f N SCALE 1 /�CiTUATORT TO MAINTAINED SET POINT. CONTROLLER TO POSITION STEAM ON A HEAT EXCHANGER. NONE E ON A COMMANDED FROM THE EMS, A NEW HOT WATER PUMP TO CIRCULATE HEATING WATER TO THE REHEAT COILS. � e a MAIN SUPPLY AIR MANUAL VOLUME DAMPER N Y VAV ZONE CONTROL DUCT. SEE PLAN a aZ LU FOR SIZES 1" SHT. METAL HANGER STRAPS °F- ROOM THERMOSTAT TO MODULATE THE INLET DAMPER ON VAV TERMINAL BOX TO MAINTAIN ROOM " SECURED FROM STRUCTURE ABV. (4) a 0 TEMPERATURE. IF THE ROOM TEMPERATURE DOPS BELOW IT SET POINT THE POSITION OF THE INLET DAMPER WILL 3 —0 MAX. 0 co CLOSE TO A MINIMUN POSITION AND OPEN THE HOT WATER CONTROL VALVE ON THE REHEAT COIL TO MAINTAIN STRAP PER PLENUM BOX & 3'-0" O.C. a° C ELECTRONIC ROOM TEMPERATURE. (TYP.) FOR DUCT WORK (TYP.) o z CONTROLLER PRESSURE INDEPENDENT co CONNECT TO EXISTING 7' MAX LENGTH z a; Z� O� t��II N� w za ��I�� Ivfi �� DRAWBAND (TYP.) CC SPIN—IN FITTING ��7 G oZ w� J ep SYSTEM GONTOLS �>: SG CONTROL SEQUENCE PLAN SECURE TO PLENUM BOX FLEX. DUCT, SEE U W/LOAD RATED FASTENER Z NONE NONE PLAN FOR SIZES O W a Q� �F- SUPPLY AIR DUCT SHEET METAL PLENUM Z o� (SIDE ENTRY ALTERNATE) BOX WITH SOUND LINING SIZE AS REQUIRED o CEILING ( ) Z ZQ �O CEILING DIFFUSER DIRECTION CHANGER W APPLICABLE FOR SIDE � 0 0 SECURE C.D. TO PLENUM ENTRY DUCT CONN. ONLY z w W/ SHT. METAL SCREWS z? Q am z000 Oz W D EX fT ET f SCALE w oz NONE <z az Z K >> co 0 W J Z z0 z D�i O 0� �O LU DISCH. PLENUM z o= VAV BOX BRANCH DUCT 1/2" MIN. H.W. LINES nn// �of SEE COIL DETAIL 1/4.01 FOR L.L w _ AIRFLOY�� o PIPING w z o 0 W co z o Wo 0 J LL w LL LU OILL °_ U aO TAPERED OR 45 DEG 24" TRANSITION TO NECK z z wo CONNECTION TO DUCT SHOWN OF EQUIP SCHEDULE U p o W z zLL _ L D0 � � SOX I7ET I L 0 U > Uz OU a�A WCO <Z ¢z �5o A AND B TO MATCH DISCHARGE ISSUED FOR: DATE: COo OF TERMINAL BOX o a 5 PERMIT 07/03/2014 SPIN—IN FITING QO a z2 FOR BRANCH SUPPLY ® wZ SUPPLY TO DIFFUSERS ¢° am "S" AND DRIVE ENDS °X 0 W TO MATCH BOX 24" �g REVISIONS: o 0 z w0 I7I50HAROE PLENUM 0� �m zo ow neQ SCALE °Lu T �� NAL F50X zz) _ NONE �Y 0of W O w� W W Y Q 0> W W LL =F0 C E G Engineering Inc. M401 Consulting Engineers Group JOB NO. E14002 ■ 1543 W. Garvey Ave. North, Suite #210, West Covina, CA 91790 Tel: 626.308.1268 Fax: 626.308.1216 ceg@cegmep.com PRINTED: BID SET 0701502014 14r=CHAN I GAL. 5FEC I r- I GAT 1 ONS SCOPE OF WORK: 9. VOLUME EXTRACTOR/DAMPER: FULLY ADJUSTABLE GANG OPERATED PARALLEL 3. PIPE HANGER SUPPORT SPACING: VANES WITH 1" SPACING KEY OPERATED SCREW ACCESS THROUGH FACE OF 1. GENERAL: IT IS THE INTENT AND PURPOSE OF THESE SPECIFICATIONS AND DIFFUSER OR REGISTER/GRILLE. TITUS MODEL AG-225 OR EQUIVALENT. A. COPPER PIPING: 6' SPACING FOR 1" AND SMALLER 8' SPACING FOR 1-1/4" AND LARGER. 0 mmilk ACCOMPANYING DRAWINGS THAT A CONTRACTOR PROVIDE THE NECESSARY B. STEEL PIPING: 8' SPACING FOR 1" AND SMALLER 10' SPACING FOR 1-1/4" AND LARGER MATERIALS, LABOR, WORKMANSHIP, TOOLS, EQUIPMENT TRANSPORTATION, ETC., 10. FLEXIBLE CONNECTIONS: NEOPRENE-COATED GLASS FABRIC, 30 OZ. PER SQ. YD. FOR THE COMPLETE AND PROPER INSTALLATION AND OPERATION OF THE WITH SEAMS CEMENTED SEAMS, SIMILAR TO "VENT FAB". PROVIDE FLEXIBLE BETWEEN C. CAST IRON PIPING: 5' SPACING MECHANICAL (HVAC)/PLUMBING SYSTEMS SPECIFIED HEREIN. SYSTEMS IN FULL ALL AIR HANDLING UNITS AND DUCTWORK CONNECTIONS AND WHERE NOTED. 4. DUCTWORK AND PIPING SUPPORT: SUPPORT FROM BUILDING STRUCTURE AND/OR FRAMING PER SMACNA CONFORMITY WITH REQUIREMENTS OF BUILDING CODE AND ALL AUTHORITIES STANDARDS. WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT FASTENING OF SUPPORTS FOR DUCTWORK AND HAVING JURISDICTION. 11. ACCESS DOORS: ACCESS TO FIRE DAMPERS AND WHERE NOTED, INSULATED PIPING, FURNISH ADDITIONAL FRAMING. FINAL APPROVAL OF ATTACHMENT TO STRUCTURAL SYSTEM PER OR UNINSULATED, GAUGE SAME AS DUCT, MAIN DUCT-MINIMUM OF 20" X 14"2. VISIT SITE: VISIT THE PREMISES TO BECOME ACQUAINTED WITH THE BRANCH DUCTS-MINIMUM OF 12" X 6", UNLESS OTHERWISE NOTED. ALL ACCESS ARCHITECT. CONDITIONS TO BE ENCOUNTERED. NO EXTRA PAYMENTS WILL BE ALLOWED FOR " " 5. CEILING MOUNTED EQUIPMENT/DEVICES: SUPPORT DEVICES IN T-BAR CEILING SYSTEMS FROM THE OVERHEAD WORK, WHICH IS NOT INCLUDED IN THIS PROPOSAL DUE TO FAILURE TO DOORS TO BE HINGED, WITH LATCH SIMILAR TO VENT LOCK #100 . STRUCTURE WITH 10-GAUGE GALVANIZED STEEL SAFETY WIRES. SUPPORTED EQUIPMENT OVER 20 POUNDS FROM S I M O N G LOV E R INC. THOROUGHLY EXAMINE THE PREMISES. BUILDING STRUCTURE WITH VIBRATION ISOLATORS IN AN APPROVED MANNER. 12. DUCT INSULATION: ALL SUPPLY AND RETURN AIR DUCTWORK TO BE INSULATED. 6. FLEXIBLE DUCT SUPPORT: SUPPORT AT OR NEAR MID-LENGTH WITH 2" WIDE 28 GA. STEEL HANGER COLLAR 3293 PACIFIC AVENUE GENERAL: INSULATION TO HAVE A 0.27 "K" FACTOR (COMPRESSED THICKNESS) AT 75 ATTACHED TO THE STRUCTURE WITH AN APPROVED DUCT HANGER. INSTALLATION SHALL MINIMIZE SHARP RADIUS LONG BEACH, CA 90807 1. MATERIALS AND WORKMANSHIP: UNLESS OTHERWISE NOTED, ALL MAETERIALS DEGREES F MEAN TEMPERATURE AND A FLAME SPREAD OF NOT GREATER THAN TURNS OR OFFSETS WITH BENDS OF FORMED SHEET METAL UNLESS CENTERLINE RADIUS IS 2.0 OR GREATER. AND WORKMNSHIP TO BE IN ACCORDANCE WITH AND 2010 CMC AND 2010 CPC, 25 NOR A SMOKE GREATER THAN 50 WHEN TESTED AS A COMPOSITE PH: 562.279.0050 INSTALLATION INCLUDING INSULATION, FACING MATERIALS, NORMALLY APPLIED SECURED ENDS WITH STEEL DRAW BANDS. MAXIMUM FLEXIBLE BRANCH DUCT LENGTH TO BE 7 FEET. USE TO BE � THE CITY OF POMONA ADMENDMENTS TO THE 2007 CODES AND ALL ORDINANCES TAPES AND ADHESIVES AS NORMALLY APPLIED PER NFPA 90A AS TESTED BY LIMITED TO TERMINAL ENDS AND ALIGNMENT BETWEEN MAIN DUCT AND AIR TERMINAL BOX. EXCEPTION: FLEXIBLE O 2005 SIMONGLOVER INC. ALL 2. FEES AND CHARGES: SECURE CERTIFICATES AND PAY ALL FEES/CHARGES UL. DUCT MAY BE USED TO CROSS-SEISMIC JOINTS WITHOUT OFFSETS. RIGHTS RESERVED FOR ALL WORK INSTALLED CERTIFYING COMPLIANCE WITH LOCAL CODES AND A. WRAP DUCTWORK: 1-1/2" THICK R=4.2, INSTALLED 3/4# DENSITY, FIBERGLASS 7. ACOUSTIC LINING: APPLY ADHESIVE OVER ENTIRE SURFACE AND SECURE WITH WELD PINS SPACED 15" ON CENTERS. GOVERNING AUTHORITIES. DELIVER CERTIFICATES TO BUILDING OWNER'S OFFICE COAT EDGES WITH SEALER. ALL DUCTS SIZES SHOWED ON PLANS ARE CLEAR INSIDE DIMENSIONS. PRIOR TO THE COMMENCEMENT OF ALL WORK. FOIL FACED INSULATION. 8. VOLUME DAMPERS: PROVIDE VOLUME DAMPERS IN ALL DUCT TAKE OFFS TO INDIVIDUAL CEILING DIFFUSERS, B. LINED RECTANGLE DUCTS: 1" THICKNESS ACOUSTIC LINING WITH A NRC OF REGISTERS AND GRILLES. INSTALL DAMPERS AS FAR AS POSSIBLE FROM EACH INLET OR OUTLET. WHERE SPACE 3. EXISTING SYSTEMS SHUTDOWN: PLANNED INSTALLATION OF NEW WORK AND 0.70 OR HIGHER ON A "TYPE A MOUNTING" AND AIR STREAM SURFACE SUITABLE WILL NOT PERMIT THE INSTALLATION OF VOLUME DAMPER OR OPPOSED BLADE DAMPER, PROVIDE A ADJUSTABLE CONNECTIONS TO EXISTING WORK TO INSURE MINIMUM INTERFERENCE WITH FOR 5000 FPM VELOCITY. FACING OF MATERIAL TO MEET ASTM G-21 AND VOLUME EXTRATOR/DAMPER LOCATED IN BACK OF DIFFUSER OR REGISTER. EXTRACTOR TO BE FULLY ADJUSTABLE REGULAR OPERATION OF EXISTING FACILITIES. ALL SYSTEM SHUTDOWNS FROM THE FACE OF THE OUTLET. AFFECTING OTHER AREAS SHALL BE COORDINATED WITH BUILDING OWNER. G-22. OMIT WRAP INSULATION WHEN DUCTWORK IS NOTED TO BE LINED QR SUBMIT IN WRITING, 24 HOURS IN ADVANCE OF A PLANNED SHUTDOWN FOR C. LINED ROUND DUCTS: 1-1/2" THICK, R = 6.67, NRC = 0.85, CASCO "CIRCLINER" 9. AIR DISTRIBUTION DEVICES: PAINT FLAT BLACK INSIDE OF PLENUMS AND OR DUCTS BEHIND ALL AIR OUTLETS AND APPROVAL. MOLDED FIBERGLASS LINER. INLETS. �J 4. CONNECTION TO EXISTING: NEW WORK TO BE CONNECTED TO EXISTING IN 10. GENERAL PENETRATIONS: SEAL ALL FLOOR AND ROOF PENETRATIONS TO MATCH THE EXISTING SURROUNDINGS. N 013371 NEAT AND APPROVED MANNER. RESTORE EXISTING WORK DISTURBED WHILE 14. DIFFUSERS AND REGISTER: FINISH ON CEILING OUTLETS SHALL BE FACTORY EXP. 2-31-15 � 11. COORDINATE OF PENETRATIONS: COORDINATE ALL PIPE AND DUCTWORK ROUTING, AND EXACT LOCATION OF NEW INSTALLING NEW WORK TO ACCEPTABLE CONDITION AS DETERMINED BY FINISHED WHITE ENAMEL. PROVIDE FELT, CORK, OR RUBBER GASKET BETWEEN ROOF MOUNTED EQUIPMENT WITH THE ARCHITECT. NAN�GP �P ARCHITECT AND OWNER. FINISH SURFACE AND FRAME TO PREVENT VIBRATION AND ASSURE TIGHT FIT. 12. PENETRATION OF STRUCTURAL ELEMENTS: DO NOT PENETRATION ANY STRUCTURAL ELEMENT, INCLUDING SHEAR CALIF 5. DRAWING INTENT. THE MECHANICAL/PLUMBING DRAWINGS ARE ESSENTIALLY A. CEILING DIFFUSERS: ANEMOSTAT REMOVABLE PERFORATED FACEPLATE, WALLS, WITHOUT WRITTEN CONSENT OF THE ARCHITECT. DIAGRAMMATIC IN THAT ALL PROVISIONS NECESSARY TO CONFORM TO REMOVABLE MODULAR CORE ASSEMBLY WITH VOLUME DAMPER; MODEL "QC-L" 13. PENETRATION WATERPROOFING ELEMENTS: PROVIDE STRUCTURAL, ARCHITECTURAL AND ELECTRICAL SYSTEMS CANNOT BE SHOWN. 24" X 24" FACE SIZE FOR MOUNTING IN LAY-IN T-BAR CEILING AND MODEL FLASHING AND ALL NECESSARY COUNTER FLASHING FOR ALL PENETRATION OF THE ROOF, OUTER WALLS OR ALL INSTALLATIONS SHALL BE ADJUSTED AS NECESSARY TO CONFORM AND TO "QC-S", SURFACE MOUNT-FLAT FRAME FOR GYPSUM BOARD OR PLASTER WATERPROOFING OF ANY KIND. AVOID OBSTRUCTIONS WITHOUT ADDITIONAL COST TO THE OWNER. ALL WORK, CEILINGS. EQUIVALENT. KRUEGER 1240P2308D AND 1240P22OBD; METAL*AIRE Z MATERIAL AND EQUIPMENT CALLED FOR BY NOTES, SCHEDULES, OR OTHERWISE 7900-6 & 7900-1; TITUS PMC-AG40, BORDER 3 AND 1. 14. PENETRATION OF FIRE RATED ELEMENTS: WHERE DUCTWORK AND PIPING PENETRATES FIRE RESISTANCE WALLS, o INDICATED ON DRAWINGS SHALL BE FURNISHED AND INSTALLED AS SET FORTH IN FLOORS AND CEILING/ROOF SEAL WITH UL LISTED NON-HARDENING DIELECTRIC FIRE STOP COMPOUND TO MAINTAIN a THESE SPECIFICATIONS. B. CEILING - RETURN, RELIEF, TRANSFER AND EXHAUST REGISTERS: ANEMOSTAT, SAME INTEGRITY AS SEPARATION BEING PENETRATED. FIRE STOPPING MATERIAL SHALL HAVE AN F AND T RATING Uj MODEL "3PROD", WITH 24" X 24" PERFORATED FACE PLATE FOR LAY-IN T-BAR AS DETERMINED BY TESTS CONDUCTED IN ACCORDANCE WITH UBC STANDARD #7-5. THE F RATING TO APPLY TO ALLOf 6. FIELD RESPONSIBLE: CONTRACTOR IS RESPONSIBLE FOR FIELD CONDITIONS CEILING AND MODEL "3PRSO", PERFORATED FACEPLATE WITH SURFACE THROUGH PENETRATIONS BUT NOT LESS THAN THE REQUIRED FIRE-RESISTANCE RATING OF THE ASSEMBLY o 0 AND FIELD COORDINATION WITH ALL OTHER TRADES. MOUNT-FLAT FRAME FOR GYPSUM BOARD OR PLASTER CEILINGS WITH VOLUME PENETRATED. THE T RATING TO BE PER UBC 709.6 AND 710.3 BUT NOT LESS THAN THE REQUIRED FIRE RESISTANCE a DAMPER. EQUIVALENT. KRUEGER 1190F23OBD & 1190F22OBD; METAL*AIRE RATING OF THE ASSEMBLY PENETRATED. FIRE STOP MATERIAL TO BE A TESTED ASSEMBLE, APPROVED BY THE o o 7. CONSTRUCTION SAFETY. THESE DRAWINGS AND SPECIFICATION DO NOT 7000R-6 AND 7000R-1; TUTUS PAR-AG40, BORDER 3 AND 1. STATE FIRE MARSHALL (CSFM). SEALANT TO BE 3M, INTERNATIONAL PROTECTIVE COATINGS, HITACHIT OR PROSET °a INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. CONTRACTOR SYSTEM. oZ TO COMPLY WITH SAFETY REQUIREMENTS SET FORTH BY LOCAL AUTHORITIES C. RETURN, RELIEF, TRANSFER AND EXHAUST GRILLES: 15. FIRE DAMPERS: DAMPERS TO BE INSTALLED STRICTLY PER HAVING JURISDICTION. SAME STYLE AS REGISTERS LESS VOLUME DAMPER. MANUFACTURERS PRINTED INSTRUCTIONS. INSTALLED DAMPER IN THE SAME PLANE AS RATED WALL BEING a 8. GUARANTEE: ALL MATERIALS AND EQUIPMENT PROVIDED AND/OR INSTALLED PENETRATED. DAMPER TO BE CONTROLLED BY A SMOKE DETECTOR AS HERE-IN SPECIFIED. PROVIDE HAND ACCESS Z PIPING AND FITTINGS: DOOR SUITABLE FOR RESET FUSIBLE LINK OF FIRE DAMPER. MANUFACTURES' INSTALLATION INSTRUCTIONS SHALL BE z ° SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF a a FINAL ACCEPTANCE OF THE WORK BY BUILDING OWNER. SHOULD ANY TROUBLE MADE AVAILABLE TO THE INSPECTING AUTHORITIES. W w 1. CHILLED & HEATING HOT WATER PIPING: TYPE L HARD DRAWN COPPER TUBING ASTM B88 JOINTS MADE UP WITH DEVELOP DURING THIS PERIOD DUE TO DEFECTIVE MATERIALS OR FAULTY 95/5 TIN/ANTIMONY (LEAD FREE) SOLDER AND WROUGHT COPPER FITTINGS IN ACCORDANCE WITH THE o z WORKMANSHIP, FURNISH ALL NECESSARY LABOR AND MATERIALS TO CORRECT MANUFACTURER'S RECOMMENDATIONS. OPTION: SCHEDULE 40 BLACK WITH SCREWED FITTINGS 16. CEILING TILE EQUIPMENT ACCESS: PROVIDE BUTTONS, TABS AND w THE TROUBLE WITH OUT ANY COST TO BUILDING OWNER. ANY DEFECTIVE MARKERS IN ACCESS CEILING TILE TO IDENTIFY LOCATION OF CONCEALED VALVES, DAMPERS, AND EQUIPMENT. w MATERIALS OR INFERIOR WORKMANSHIP NOTICED AT TIME OF INSTALLATION SUBMIT A CHART SHOWING NUMBERED LOCATION OF EACH DEVICE TO THE BUILDING ENGINEER. PIPING ACCESSORIES: > AND/OR DURING GUARANTEE PERIOD SHALL BE CORRECTED IMMEDIATELY TO 17. EQUIPMENT SERVICE ACCESS: ALL VALVES MOTORS CONTROLS AND OTHER DEVICES OR COMPONENTS Z,6 THE ENTIRE SATISFACTION OF BUILDING OWNER. THIS SHALL NOT SUPERSEDE 1. GATE VALVES: SOLID WEDGE DISC, RISING STEM, 200# WOG. REQUIRING SERVICE MAINTENANCE AND/ORS ADJUSTMENT SHALL BE PLACED IN FULLY ACCESSIBLE POSITION AND O PRODUCT WARRANTIES OF LONGER DURATION WHEN HEREIN SPECIFIED OR WHEN CRANE #428 OR NIBCO T-111, BRONZE, THREADED; CRANE #428 OR NIBCO S-111 SOLDER JOINT LOCATIONS. PROVIDE ACCESS DOORS WHERE REQUIRED IN CONSTRUCTION, WHETHER SPECIFICALLY DETAILED OR �fr " PROVIDED AS A CONDITION OF PRODUCT SALE. NOT, TO RENDER ALL SUCH ITEMS ACCESSIBLE. 2. BALL VALVES: IN LIEU OF GATE VALVES, NIBCO #T-595-Y OR S-595-Y, JENKINS FIG. 30-A 18. EQUIPMENT IDENTIFICATION: ALL EQUIPMENT SHALL BE00 SUBMITTAL: U� 1. DRAWINGS AND CUT SHEETS: SUBMIT FIVE COPIES OF EQUIPMENT SHOP 3. CHECK VALVES: CRANE 37, BRONZE, SCREWED, Y-PATTERN, 200 WOG, SWING CHECK TYPE. SOLDER JOINT CORRESPONDING TO IDENTIFICATION USED ON THE DRAWINGS. LABELING z _ oa DRAWINGS CUTS WITH OPERATING POINTS, DUCTWORK ACCESSORIES, AND PIPING # # LAMINATED ENGRAVED PLASTIC NAMEPLATES WITH WHITE 3/16" HIGH LETTERS. P° / VALVES USE CRANE #1342. SECURE TO EQUIPMENT WITH BRASS SCREWS OR RIVETS. O 0 Uj 0 Uj ACCESSORIES PRIOR TO FABRICATION AND INSTALLATION FOR REVIEW AND APPROVAL. 19. LABEL ACCESS PANELS: CLEARLY LABEL PANELS WITH SERVICE USAGE. ACCESS TO FILTERS TO BE MARKED 0- 5. STRAINERS: WYE TYPE WITH 20 MESH MONEL OR STAINLESS STEEL STRAINER CYLINDER, AND GASKETED WITH LABEL SAME AS FOR EQUIPMENT. ACCESS TO FIRE DAMPER TO BE MARKED WITH MINIMUM OF 1-1/2 INCH HIGH z 2. AS-BUILTS• RECORD DRAWINGS FOR BUILDING FILES AT COMPLETION OF MACHINED STRAINER CAP. PROVIDE WITH VALVED (GLOBE TYPE) BLOWOUT PIPING, SAME SIZE AS BLOWOUT RED LETTERS. Q ° PROJECT TO BE SUBMITTED VIA TRANSPARENT MEDIUM FOR REPRODUCTION. PLUG. 2-INCHES AND SMALLER: 400 PSIG WOG, CAST IRON OR SEMI-STEEL BODY, THREADED ENDS; WATTS 77S; Q aCO CONTRACTOR TO SUBMIT TO ARCHITECT "AS-BUILT" DUCT, PIPING AND EQUIPMENT 2-1/2-INCHES AND LARGER: 400 PSIG WOG, SEMI-STEEL BODY, FLANGED ENDS - WATTS 77F-250. 20. CLEANING OF MATERIAL/EQUIPMENT: REMOVED FROM THE SITE AT THE U z °z DRAWINGS FOR THEIR RECORDS. FINAL PAYMENT WILL NOT BE MADE UNTIL COMPLETION OF INSTALLATION AND ALL AREAS LEFT IN A CLEAN, - o 0 THESE DRAWINGS HAVE BEEN SUBMITTED AND APPROVED BY THE BUILDING 6. UNIONS: UNIONS OR FLANGES SHALL BE INSTALLED ON BOTH SIDES OF ALL EQUIPMENT AND APPARATUS AND SATISFACTORY CONDITION. CLEAN ALL STRAINERS AFTER 30 DAYS OF L W ae o Z WHERE REQUIRED TO FACILITATE EASY REMOVAL OF VALVES, TRAPS, ETC. _ OWNER/ARCHITECT. OPERATION. aZ A. UNIONS ON ALL STEEL PIPING: 2" AND SMALLER, GROUND JOINT PATTERN, STEEL, THREADED TYPE. B. UNIONS ON U �; DUCTWORK AND AIR DISTRIBUTION DEVICES: COPPER TUBING: 150-LB. CAST BRONZE, SWEAT TYPE. 21. MANUALS: PROVIDE 3 SETS OF OPERATING AND MAINTENANCE MANUALS FOR ALL EQUIPMENT. TESTING: W g HYDROSTATIC TEST AT 150 PERCENT OF THE OPERATING OR STATIC PRESSURE, WHICH EVER IS GREATER BUT NOT w a z 1. DUCT PRESSURE-VELOCITY CLASSIFICATION: SMACNA HVACDCS, SECTION 1. SYSTEM GREATER THAN 150 PSIG PRESSURE FOR A PERIOD OF ONE HOUR WITHOUT ANY LOSS OF PRESSURE. TESTING TO z Z O 7. DIELECTRIC ISOLATORS: 2" AND SMALLER, EPCO UNIONS OR COMPANION FLANGES. INCLUDES TO THE POINTS OF CONNECTION TO THE EXISTING MAINS. TEST ALL OTHER PIPING IN CONFORMITY WITH O o CO STATIC PRESSURE SHALL BE THE INDICATED EXTERNAL STATIC PRESSURE OF THE AIR APPLICABLE CODES. TEST ALL OTHER SYSTEMS PER UPC AND NFPA 13. (n w° HANDLING EQUIPMENT OR DETERMINED BY SUBTRACTING THE INTERNAL STATIC PRESSURE =° LOSSES (SUCH AS THE PRESSURE LOSSES THROUGH THE COILS, FILTERS, ETC.) OF THE 8. PIPE INSULATION: COVER HOT WATER SUPPLY WITH 1" THICK (R=4.0). INSULATION, JACKET 22. PIPING IDENTIFICATION: PIPING ACCESSIBLE FOR MAINTENANCE TO BE IDENTIFIED WITH SETON SEMI-RIGID nzn// AIR HANDLING EQUIPMENT FROM THE TOTAL STATIC PRESSURE INDICATED FOR THE AIR AND LAP SEAL ADHESIVES TO BE TESTED AS A COMPOSITE PRODUCT AND A FLAME SPREAD OF NOT GREATER THAN PLASTIC MARKERS AND DIRECTIONAL FLOW ARROWS. SPACING TO A MAXIMUM OF 20 FEET. ALL MARKERS TO Q L.L w co Uj w_ HANDLING EQUIPMENT. 25 NOR A SMOKE-DEVELOPED RATING OF NOT MORE THAN 50 AND SO LABELED. LL COMPORM TO ANSI/ASA-A 13.1. r , W z o 0 A. VAV SUPPLY DUCT PRESSURE CLASSIFICATION FOR ALL VAV SYSTEM SUPPLY AIR A. SCHULLER "MICRO-LOK" FIBERGLASS PIPE INSULATION, 1-1/2 LB. DENSITY, WITH ASJ JACKET SECURED IN PLACE U w oo WITH 3/4" BANDS. COVER FITTINGS WITH FIBERGLASS INSULATION SAME THICKNESS AS PIPE AND A PVC FITTING 23. VALVE TAGS: TAG ALL VALVES WITH 1-1/2 ROUND BRASS WITH BLACK FILLED LETTERING OF THE FLUID BEING > > Z a DUCT FROM THE AIR HANDLER DISCHARGE TO THE INLET OF THE VAV TERMINAL BOX TO o W o BE 4 WG. RECTANGULAR DUCT REINFORCEMENT AND TRANSVERSE JOINT REINFORCEMENT COVER. OMIT INSULATION AT VALVES AND PUMPS, ETC. PROTECT INSULATION AT HANGERS WITH 12-GA CONVEYED AND VALVE NUMBERS AND BRASS CHAIN, CONFORMING TO ANSI /ASA A13.1 FOR IDENTIFICATION, #16 BRASS z Q o => GALVANIZED SADDLES AND SOLID INSERTS. JACK CHAIN; SETON M4500 SERIES. PROVIDE CHART WITH VALVE NUMBERS, SERVICE AND LOCATION MONTED UNDER w LL TO CONFORM TO SMACNA HVAC DCS, METAL GAUGES NOT LESS THAN PERMITTED BY GLASS IN THE MECHANICAL/UTILITY ROOM. Q Q Z� CALIFORNIAN MECHANICAL CODE (CIVIC). ALL TRANSVERSE JOINT, LONGITUDINAL SEAM B. OPTION -HALSTEAD "THERMAL-CEL" OR IMCOA "IMCOLOCK/IMCOSHIELD" FLEXIBLE FOAMED POLYETHYLENE CLOSED = O < U g o AND DUCT WALL PENETRATION TO BE SEAL CLASS A. CELL INSULATION. COVER FITTINGS WITH SAME THICKNESS AS PIPE. OMIT INSULATION AT VALVES AND PUMPS, 24. MANUFACTURER'S RECOMMENDATION: ALL EQUIPMENT TO BE INSTALLED IN STRICT ACCORDANCE WITH EQUIPMENT z Z =o B. LOW PRESSURE PRESSURE CLASSIFICATION FOR ALL SUPPLY AIR DUCT FROM THE ETC. PROTECT INSULATION AT HANGERS WITH 12-GA. GALVANIZED SADDLES. INSULATION EXPOSED TO WEATHER TO MANUFACTURER'S RECOMMENDATIONS. AFFIX MAINTENANCE LABELS TO EQUIPMENT. Q O w BE PROTECTED WITH "UV" PROTECTIVE COATING. 25. OPERATING AND MAINTENANCE MANUALS: PROVIDE 3 SETS OF MANUALS FOR ALL EQUIPMENT. W D U OUTLET OF VAV TERMINAL BOXES TO THE AIR DISTRIBUTION OUTLETS TO BE 2 WG. - o 0Y o 0 RECTANGULAR DUCT REINFORCEMENT AND TRANSVERSE JOINT REINFORCEMENT TO 9. PIPE HANGERS AND SUPPORTS: GRINNELL, B-LINE, SUPER STRUT, OR UNISTRUT. HANGER FOR 2" PIPE AND U LU > O Z CONFORM TO SMACNA HVAC DCS, METAL GAUGES NOT LESS THAN PERMITTED BY SMALLER TO BE GRINNELL FIG. CT65 AND GRINNELL FIG. CT266 FOR 2-1/2'. AND LARGER. > o CALIFORNIAN MECHANICAL CODE (CIVIC). ALL TRANSVERSE JOINT SEAM AND DUCT WALL 10. ISOLATE HANGERS AND SUPPORTS FROM WATER PIPING WITH SEMCO TRISOLATORS. INSULATE AT OPENINGS OR a PENETRATION SEAL CLASS C. STRUCTURE WITH 1/2" FELT. WHERE IS NOT PRACTICAL TO USED FACTORY FABRICATED HAIR FELT ISOLATORS, USE COaf C. RETURN AND EXHAUST PRESSURE CLASSIFICATION FOR THE LOW PRESSURE RETURN MIDLAND ROSS "CUSH-A-STRIP" AND "CUSH-A-CLAMP" NEOPRENE INSULATING MATERIAL RATED FOR A TEMPERATURE ISSUED FOR: DATE: COo AIR AND EXHAUST FOR THE INLETS TO POINT OF DISCHARGE TO BE 1 WG. RECTANGULAR RANGE OF -30 TO +300 DEGREES F. AIR BALANCING: o a DUCT REINFORCEMENT AND TRANSVERSE JOINT REINFORCEMENT TO CONFORM TO SMACNA PERMIT 07/03/2014 �O OPTION: ISOLATE SUPPORTS FROM WATER PIPING (1/2" TO 1") WITH ACOUSTO-PLUMB SYSTEMS. EXCEPTIONS - NOT Q° HVAC DCS, METAL GAUGES NOT LESS THAN PERMITTED BY CALIFORNIAN MECHANICAL BE USED FOR SUPPORT FOR FIRE PROTECTION PIPING, GAS PIPING, PIPING IN AIR PLENUM AND PIPING PENETRATION PROCURE SERVICES OF AN INDEPENDENT AIR AND HYDRONIC BALANCE AND EQUIPMENT TESTING AGENCY WHICH IS A MEMBER Z2 CODE (CIVIC). ALL TRANSVERSE JOINT SEAM AND DUCT WALL PENETRATION SEAL CLASS IN REQUIRED FIRE-RESISTIVE CONSTRUCTION. OF THE ASSOCIATED AIR BALANCE COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU �NEBB), TO ADJUST, AND a o C TEST EQUIPMENT AIR DISTRIBUTION SYSTEMS AND EXHAUST SYSTEM. a EQUIPMENT AND INLETS TO THE AIR QUANTITIES SHOWN ON THE PLANS. TEST OPERATING CONDITIONS OF ALL NEW EQUIPMENT fr o w 2. SHEET METAL DUCTWORK: FURNISH AND INSTALL ALL OF THE SHEET METAL AND ADJUST TO MEET THE CONDITIONS SHOWN OF THE PLANS. PROVIDE PERMANENTLY MARKED OF FINAL BALANCES DUCTS AND THE SHEET METAL WORK REQUIRED FOR THE COMPLETE 1. VARIABLE AIR VOLUME VAV TERMINAL BOXES: ANEMOSTAT, MODEL EZTA, CONSISTING OF PRIMARY AIR DAMPER, RADIATED ON ALL MANUAL VOLUME DAMPER. SMOKE DUCT DETECTORS: MEASURE DIFFERENTIAL PRESSURE CREATED FROM ( ) AIR FLOW ACROSS THE SAMPLING TUBES. ADJUST LOCATION TO MAINTAIN NO LESS OR NO GREATER THAT THE REVISIONS: Z INSTALLATION OF THE MECHANICAL (HVAC) SYSTEMS. NOISE SHROUD, PRIMARY AIR DAMPER ACTUATOR, PRIMARY AIR CONTROLLER AND SOUND ATTENUATION SECTION. THE BOX MANUFACTURE SPECIFICATIONS. MARK BALANCING DEVICES: PERMANENTLY MARKED THE FINAL BALANCE PORTION 0 CASING SHALL BE 22 GAUGE ZINC COATED STEEL LINED WITH 1" THICK GLASS FIBER CONFORMING TO NFPA 90A. SOUND DATA OF ALL MANUAL VOLUME DAMPERS AND HYDRONIC BALANCING DEVICES. Uj J Z 3. GENERAL CONSTRUCTION: ALL DUCTWORK SHALL BE AIRTIGHT, AND SHALL BE PER ARI 880. D O °m CONSTRUCTED OF GALVANIZED SHEET STEEL. SHEET METAL GAUGES AND GUARANTEE: CONSTRUCTION OF DUCTWORK SHALL COMPLY WITH SECTION 7 OF THE SMACNA A. ACTUATOR AND ROOM THERMOSTAT: THE PRIMARY AIR ACTUATOR/CONTROLLER TO BE PRESSURE INDEPENDENT, Z o "HVAC DUCT CONSTRUCTION STANDARDS-METAL AND FLEXIBLE" - 1995, OPERATED FROM THE ELECTRONIC CONTROL SYSTEM AS SPECIFIED IN SECTION 17000. THE CONTROLLER SHALL CONTROL THE ALL MATERIALS AND EQUIPMENT PROVIDED AND/OR INSTALLED SHALL BE GUARANTEED FOR A PERIOD OF °LLi APPLICABLE CODES AND AS DESCRIBED FURTHER HEREIN. FIBERGLASS AIR VOLUME WITHIN +/ 5 % OF DESIGN AIR VOLUME REGARDLESS OF CHANGES IN SYSTEM STATIC PRESSURE. THE ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK BY OWNER. SHOULD ANY TROUBLE DEVELOP °W DUCTWORK IS NOT ACCEPTABLE. ALL SUPPLY DUCTWORK DOWNSTREAM OF AIR CONTROLLER SHALL RESET THE AIR VOLUME AS REQUIRED BY THE ROOM THERMOSTAT, WITH THE SAME ACCURACY. DURING THIS PERIOD DUE TO DEFECTIVE MATERIALS OR FAULTY WORKMANSHIP, FURNISH ALL NECESSARY LABOR ANDCQ _CQ HANDLERS, EXHAUST, RELIEF AND RETURN AIR DUCTWORK SHALL BE LOW MATERIALS TO CORRECT THE TROUBLE WITHOUT ANY COST TO OWNER. ANY DEFECTIVE MATERIALS OR INFERIOR 0 of PRESSURE TYPE (2000 FPM & -1/2" TO +1/2 "SP). B. HOT WATER REHEAT COILS WHERE INDICATED, SHALL BE ALUMINUM FINS OF 1/2" COPPER TUBING MOUNTED ON THE END WORKMANSHIP NOTICED AT TIME OF INSTALLATION AND/OR DURING GUARANTEE PERIOD SHALL BE CORRECTED w W 4. ALL TRANSVERSE JOINTS, TAP-IN CONNECTIONS SHALL TAPED WITH SHURTAPE OF THE BOX. COIL PERFORMANCE PER ARI 410. SEQUENCING OF OPERATORS AND WATER VALVES SHALL BE COORDINATED IMMEDIATELY TO THE ENTIRE SATISFACTION OF OWNER. THIS SHALL NOT SUPERSEDE PRODUCT WARRANTIES OF SF-683, NASHUA 638, OR ARNO C-520 DUCT TAPE OR WITH DESIGN POLYMERICS BETWEEN THE SO THAT HOT WATER REHEAT DOES NOT TAKE PLACE UNTIL AFTER THE PRIMARY AIR QUANTITY HAS BEEN LONGER DURATION WHEN HEREIN SPECIFIED OR WHEN PROVIDED AS A CONDITION OF PRODUCT SALE. a DP 1020. REDUCED TO MINIMUM DESIGN AIR CAPACITY. WATER VALVE IS SPECIFIED IN SECTION 17000 -DDC CONTROLS. wU_ Fo 5. ROUND DUCTWORK MAY BE INTERCHANGED WITH RECTANGULAR DUCTWORK IN CONCEALED SPACES, WHERE SPACE PERMITS. ONLY SPIRAL SEAM TYPE SHALL BE ACCEPTED FOR ROUND DUCTWORK. 6. INSULATED FLEXIBLE DUCTS: CASCO "SILENT FLEX" SF-181, CONSISTING OF CONSTRUCTION METHODS: ZINC COAT SPRING HELIX AND FIBER GLASS INSULATED R=4.0 SHEATHED IN 1. PIPING - GENERAL: ALL PIPING TO BE RUN CONCEALED IN FINISHED ROOMS. IN ROOMS WHERE PIPING IS SEAMLESS VAPOR BARRIER JACKET WITH VELOCITY AND PRESSURE RATING EXPOSED, PLACE IN UNIMPORTANT AND OUT-OF-WAY PLACES AS APPROVED BY ENGINEER. VERTICAL PIPES SHALL BE SUITABLE FOR THE INTENDED SYSTEM, FIRE SPREAD RATING OF 25, SMOKE PLUMB; GRADE HORIZONTAL PIPES TO UNIFORM SLOPES AS REQUIRED. ALL PIPING TO BE INSTALLED EITHER C E G Engineering Inc. DEVELOPED OF 50 OR LESS AND UL LISTED. MAXIMUM LENGTH OF FLEXIBLE PARALLEL OR AT RIGHT ANGLES TO BUILDING WALLS. VALVES, TRAPS, CLEANOUTS AND OTHER APPARATUS SHALL o g g DUCTS IS 7 FEET. METAL FLEXIBLE DUCTS NOT ACCEPTABLE. EQUIVALENT: JPL BE INSTALLED IN AN EASILY ACCESSIBLE LOCATION. REAM AND DE-BURR ALL PIPING PRIOR TO INSTALLATION. M5001 PROVIDE SHUT-OFF VALVES AT ALL FIXTURES AND WHERE REQUIRED FOR PROPER CONTROL OF THE SYSTEM. Consulting Engineers Group JOB NO. E14002 7. VOLUME DAMPERS: DAMPERS TO BE GALVANIZED STEEL, PER SMACNA UNDERGROUND PIPING SHALL HAVE A MINIMUM COVER OF 18". STANDARDS, EXCEPT PROVIDE BEARING AT ONE END OF DAMPER ROD AND 1543 W. Garvey Ave. North, Suite #210, West Covina, CA 91790 QUADRANT WITH LEVER AND LOCKSCREW AT OTHER END. FOR INSULATED DUCTS 2. PIPE JOINTS: CUT THREADS WITH CLEAR SHARP DIES, FULL THICKNESS OF DIE, SO NOT MORE THAN TWO (2) Tel: 626.308.1268 Fax: 626.308.1216 ceg@cegmep.com MOUNT QUADRANTS ON COLLAR TO CLEAR INSULATION FOR LEVER ACCESSIBLE. THREADS ARE LEFT EXPOSED ON PIPE WHEN JOINT IS MADE UP. MAKE JOINTS IN ALL SCREWED PIPE WITH TEFLON 8. TURNING VANES: GALVANIZED STEEL, SMALL DOUBLE THICKNESS VANES WITH TAPE OR PIPE TEFLON COMPOUND, IPS "WHITE SEAL" OR, LA-CO "SLIC-TITE" COMPLETELY COVERING MALE THREAD. 2" INSIDE RADIUS. PRINTED: BID SET 0701502014 7-:2.4 N Re"'r 5FEV= 1CA710N5 LEC ENS C rENEIRAL. NOTES DAMMING MATERIAL FIRE RATED SYMBOL ABBREV. DEFINITION (BACKER ROD, FIBER- FRAMED WALL 3M CAULKING No. CA-J7001 1. IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS THAT A GLASS OR MINERAL MIN. DEPTH DEPENDENT 1. BEFORE THE BUILDING MAY BE OCCUPIED,INSTALLATION CERTIFICATES - CW COLD WATER WOOL) ON MAX. ANNULAR SPACE FOR ALL NEW MANUFACTURED DEVICES REGULATED BY APPLIANCE -- HW HOT WATER COMPLETE AND WORKABLE PLUMBING INSTALLATION BE PROVIDED FOR ALL THE EQUIPMENT AND SYSTEMS DESCRIBED OR SHOWN AS BEING IN THIS STANDARDS OR PART 6, TO BE POSTED ADJACENT TO THE BUILDING --- HWR HOT WATER RETURN 1" MI PERMIT(S). CERTIFICATES SHALL. SEC 10-103(a )3 CONTRACT. TOWARD THIS END, FURNISH ALL LABOR AND TOOLS METAL PLATE S or W SEWER OR WASTE ABOVE GRADE NECESSARY, AND FURNISH AND INSTALL ALL APPARATUS, MATERIALS AND PIPE I I S or W SEWER OR WASTE BELOW GRADE EQUIPMENT IN A FASHION COMPLYING WITH ALL APPLICABLE CODES. _ _ _ ° ° ° I I ° A. IDENTIFY FEATURES REQUIRED TO VERIFY COMPLIANCE WITH THE -___ __- V VENT REFER ALSO TO WRITTEN SPECIFICATIONS FOR GENERAL, MECHANICAL ° ° ° APPLIANCE STANDARD PART 6; I � ° SD SD STORM DRAIN ABOVE GRADE AND ELECTRICAL SECTIONS. ° -SD - - SD STORM DRAIN BELOW GRADE 2. ALL WORK SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF THE MIN BEAD ° ° ° DAMMING B. INCLUDE A STATEMENT INDICATING THAT THE INSTALLED DEVICES - S I M O N G LOV E R INC. OF N BEAD CP 25N/S CAULK I i MATERIAL CONFORT TO THE APPLIANCES STANDARDS OR PART 6 AND THE OD OD OVERFLOW DRAIN ABOVE GRADE FOLLOWING CODES: 2013 CALIFORNIA PLUMBING CODE (CPC), PART 5; CAULK ON BOTH SIDES I REQUIREMENTS FOR SUCH DEVICES GIVEN IN THE PLANS AND - -OD - - OD OVERFLOW DRAIN BELOW GRADE 2013 CALIFORNIA BUILDING CODE (CBC) PART 2; 2013 CALIFORNIA FIRE 3293 PACIFIC AVENUE OF WALL I i SPECIFICATIONS APPROVED BY THE LOCAL ENFORCEMENT AGENCY; G G GAS - LOW PRESSURE CODE (CFC) PART 9 OF TITLE 24 CCR. LONG BEACH, CA 90807 METAL SLEEVE 3M CAULKING CD CD CONDENSATE DRAIN LINE 3. COORDINATE ALL WORK SHOWN ON THESE DRAWINGS AND SPECIFICATIONS PH: 562.279.0050 NO. CP-25 N/S C. STATE THE BUILDING PERMIT NUMBER UNDER WHICH THE © 2005 SIMONGLOVER INC. ALL STEEL PIPE OR CONDUIT CONSTRUCTION OR INSTALLATION WAS PERFORMED. TIP TIP TRAP PRIMER WITH ALL DISCIPLINES AND TRADES PRIOR TO SUBMITTAL OF BID AND RIGHTS RESERVED SPECIFICATIONS: � GV GATE VALVE INSTALLATION OF SYSTEM. PENETRATIONS IN FIRE RESTRICTIVE WALLS, PARTITIONS 2, D'4 GLV GLOBE VALVE ALL INSULATING MATERIAL SHALL BE INSTALLED IN COMPLIANCE WITH 4. ALL PLUMBING FIXTURES LOCATIONS (WATER CLOSETS, LAVATORIES, AND FLOORS WHERE PROTECTED OPENINGS ARE REQUIRED NOTES: THE FLAME SPREAD RATING SMOKE DENSITY REQUIREMENTS OF Dt4 OS & Y OUTSIDE SCREW & YOKE VALVE ETC.) ARE DIAGRAMMATIC. REFER TO ARCHITECTURAL DRAWINGS FOR SHALL BE FIRE STOPPED USING APPROVED MATERIALS, SECTIONS 806 OF UBC. SEC 118(c) ANV ANGLE VALVE EXACT LOCATIONS. SECURELY INSTALLED AND CAPABLE OF MAINTAINING 3M FIRE BARRIER PRODUCTS: I,� CV SWING CHECK VALVE 5. SEAL ALL OPENINGS THROUGH FIRE RATED SURFACES WITH UL LISTED THIER INTEGRITY AND PREVENTING THE MOVEMENT OF FLAMES U.L. DESIGN No.CAJ1001 (CONC. WALL OR FLOOR) 3. THE PIPING FOR ALL SERVICE WATER HEATING SYSTEMS SHALL BE E . FIRE STOP MATERIAL TO A TESTED ASSEMBLE APPROVED I� NCV NON-SLAM CHECK VALVE MATERIAL QR AND/OR GASES THROUGH THE VOID SPACES BETWEEN U.L. DESIGN No.WL1003 (STUD WALL) INSULATED IN ACCORDANCE WITH TABLE 1-G. SEC 123 .� 4 PENETRATING MATERIALS AND WALLS, PARTITIONS AND FLOORS U.L. DESIGN No.FC1002 (FRAMED FLOOR) BC BALANCING COCK BY CSFM. WHEN TESTED IN ACCORDANCE WITH ASTM STANDARD E-814 OR ® PRV PRESSURE REDUCING VALVE �-' N 013371 UL STANDARD 1479 (UBC SECTIONS 4304(e), 4305(a) & 4305(b)). 5. LAVATORIES IN PUBLIC REST ROOMS SHALL HAVE HOT WATER PTR PRESSURE TEMPERATURE RELIEF VALVE 6. PROVIDE ACCESS DOORS AND/OR ACCESS PANELS AS NECESSARY TO EXP. 2-31-15 PROVIDE DESIGN DETAILS ON DRAWINGS DEPICTING APPROVED CONTROLS THAT COMPLY WITH THE FOLLOWING REQUIREMENTS: SERVICE SHUT-OFF VALVES. ALL ACCESS DOOR AND PANEL LOCATIONS (LISTED) METHODS AND MATERIALS USED TO PROTECT SEC 113(b) 3 ® BFP BACKFLOW PREVENTER SHALL BE VERIFIED WITH ARCHITECT PRIOR TO INSTALLATION. ACCESS NAN�G PENETRATIONS WALLS, PARTITIONS AND FLOORS. SOC/GC SHUT OFF GAS COCK OR GAS STOP DOORS AND PANELS SHALL BE FIRE RATED TO MATCH ENCLOSURE FIRE CAI.�F A. MAXIMUM FLOW RATE (GPM): 0.5; OR 0.75 (WITH A DEVICE FHV FIRE HOSE VALVE RATING. RESISTANCE DIRECTORY) AND THE CALIFORNIA STATE FIRE THAT LIMITS THE PERIOD OF WATER DISCHARGE I.E. FOOT SWITCH D DN RISER DOWN 7. PROVIDE ACCESS AND WORKING SPACE ABOUT ALL MECHANICAL, MARSHALL (BUILDING MATERIAL LISTINGS). SPECIFIC DESIGN OR OCCUPANCY SENSOR). O UP RISER UP INFORMATION IS AVAILABLE FROM U.L CSFM OR THE PRODUCT ELECTRICAL, AND CONTROL EQUIPMENT TO PERMIT READY AND SAFE z MANUFACTURER. B. FLOW RATE (GAL./CYCLE) FOR SELF-CLOSING VALVES: 0.25 VALVE IN RISER OPERATION, EXAMINATION AND MAINTENANCE. (CIRCULATING); OR 0.5 (NON-CIRCULATING); OR 0.75 (WITH A WCO WALL CLEAN OUT w STOi� C,C, � O � �I �L'�, ALZ DEVICES THAT LIMITS THE PERIOD OF WATER DISCHARGE I.E. �I CO CLEAN OUT 8. UNLESS SPECIFICALLY SHOWN ON THESE PLANS NO STRUCTURAL v vv ' `� I` MEMBERS SHALL BE CUT NEITHER DRILLED NOR NOTCHED WITHOUT o° NONE FOOT SWITCH OR OCCUPANCY SENSOR). FCO/COTG FLOOR CLEAN OUT, CLEAN OUT TO GRADE PRIOR WRITTEN AUTHORIZATION FROM THE STRUCTURAL ENGINEER ] a° CAP OR PLUG ON END OF PIPE AND THE DIVISION OF THE STATE ARCHITECT. C. MAXIMUM OUTLET TEMPERATURE: 110 DEGREES F. - HB HOSE BIBB o I-z AP ACCESS PANEL 9. ALL CLEAN-OUTS TO BE ACCESSIBLE AND LOCATED PER CODE ABV ABOVE REQUIREMENTS. a O� BEL BELOW 10. FOR FINISH FLOOR AND GRADE ELEVATIONS, SEE ARCHITECTURAL AND z Z a I.E. INVERT ELEVATION CIVIL DRAWINGS. w POC POINT OF CONNECTION 0 z O POD POINT OF DISCONNECT 11. PIPING RUNNING THROUGH FOOTING WALL TO BE PERPENDICULAR. NO Cn w w U� CONT CONTINUATION PIPING SHALL PASS THRU THE FOOTING PAD. WRAP WITH FOAM LIJ > SCOPE O = AOfiz'K TO 5E I7ONE TYP TYPICAL PROTECTIVE OR SLEEVE PIPING THROUGH FOOTING. LOCATE PIPE � O TRENCHES SO THAT FOOTINGS WILL NOT BE UNDER-MINED (45 DEGREES = VTR VENT THROUGH ROOF FROM THE TOP OF THE FOOTING PAD, 18" FROM FOOTING PAD). z fl ACS ACCESSIBLE 00 WASTE AND VENT: PROVIDE NEW WASTE TO CONNECT TO THE EXISTING SEWER. CFH CUBIC FEET PER HOUR 12. SANITARY DRAINAGE PIPE TO BE SLOPED 1/4" PER FOOT UNLESS J z z PROVIDE NEW WASTE AND VENT DISTRIBUTION SYSTEM FOR ALL NEW FIXTURES o 0 INCLUDING KITCHEN EQUIPMENT. FU FIXTURE UNIT OTHERWISE NOTED. <� - RD ROOF DRAIN L.L WATER: PROVIDE NEW WATER DISTRIBUTION TO ALL FIXTURES AND EQUIPMENT. 13. ALL SHUT-OFF VALVES, OUTSIDE THE BUILDINGS, SHALL BE IN w W/ WITH CONCRETE YARD BOXES WITH NAME OF THE SERVICE CONSPICUOUSLY LLI z z? GPM GALLONS PER MINUTE CAST IN THE COVER. YARD BOXES IN DRIVEWAYS TO HAVE TRAFFIC z J Q SOV SHUT OFF VALVE COVERS. LU - z oZ o0 WO? 14. FOR SERVICE CONNECTIONS TO INDIVIDUAL FIXTURES, REFER TO Q wDZ SCHEDULE ON DRAWINGS. D w FLUM'51 NC f 1 XTUR = SGH�1.PU1.E z p W z zo 15. PIPING AND SUSPENDED EQUIPMENT TO BE ANCHORED, SUPPORTED AND W Q 00) O o LL BRACED PER SMACNA "SEISMIC RESTRAINTS MANUAL GUIDELINES w SYMBOL FIXTURE WASTE VENT TRAP COLD HOT DESCRIPTION = TYPE WATER WATER FOR MECHANICAL SYSTEM", 2008 EDITION. LLI z o= N 1w LL a w w � FLR. MTD., TANK TYPE ® 1.6 GPF 16. ALL PIPING TO BE CUT SQUARE. BURRED ENDS OF ALL PIPING AND WC-1 WATER CLOSET 4" 2" INT 1/2" - �n LLI w z oOZ ADA, 16-1/2" HT - KOHLER K-3481 TUBING SHALL BE REAMED TO THE FULL BORE OF THE PIPE OR TUBE. V J > > oo Z° LAVATORY REMOVE ALL CHIPS. REFER TO 2001 CALIFORNIA PLUMBING CODE z Q o W o L-1 2" 1 1/2" 1 X 4 1/2„ 1/2" UNDER COUNTER MTD ADDITIONALLY, TOOLS USED IN CUTTING OR REAMING - U_ w 0 LL TOILET RM " ADA, MT HT 34" - KOHLER K-2214 v_ OM 1 1 2 SHALL BE KEPT FREE FROM OIL OR GREASE, AND WHERE SUCH O < Q o SINK 1 V 4" COUNTER MTD, STAINLESS STL w � U W O K-1 2" 1/2" " 1/2„ 1/2" CONTAMINATING HAS OCCURRED, THE ITEMS AFFECTED SHALL BE z z =o KITCHENETTE 1 1 2 MD HT 34 - ELKAY LRAD3122 REWASHED AND RINSED. _ pCO o J C ) z ZLL 17. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR (n U � CONSTRUCTION SAFETY. o 0 a� w� a� 18. NOT ALL SYMBOLS ON LEGEND APPLY TO THIS PROJECT. o F1.U145I NC F I NC ANC � TT NeB 5��C I � I CA71 ONS ISSUED FOR: DATE: 0o PERMIT 07/03/2014 1. SOIL, WASTE AND VENT PIPING: PIPING INSIDE THE BUILDING, ABOVE AND BELOW GROUND BH T NZ�EX zz SHALL BE CAST IRON NO-HUB-PIPE AND FITTINGS. JOINTS BELOW GROUND: "CLAMP- 00 w Z ALL","HUSKY SERIES 4000", OR MG COUPLINGS. JOINTS ABOVE GROUND, "IDEAL" NEOPRENE a O_ GASKETS AND 3" WIDE CORRUGATED 304 STAINLESS STEEL SHIELD AND NEOPRENE GASKET P0.01 PLUMBING - LEGEND, GENERAL NOTES, SCHEDULE AND DETAIL °j ASSEMBLIES. P2.01 PLUMBING - FLOOR PLAN AND ENLARGE PLAN Uj WQ P3.01 PLUMBING - SPICIFICATIONS REVISIONS: 0 0 2. DOMESTIC WATER PIPING ABOVE GROUND: TYPE L HARD DRAWN COPPER TUBING ASTM o _ B88, JOINTS MADE UP WITH LEAD FREE SOLDER, AND WROUGHT COPPER FITTINGS. o° o� �m �X z oo w neQ oU) zw xCQ 0 Y Oo "O w� W w Y Q 0> W W LL 2 W F 0 C E G Engineering Inc. P001 Consulting Engineers Group JOB NO. E14002 ■ 1543 W. Garvey Ave. North, Suite #210, West Covina, CA 91790 Tel: 626.308.1268 Fax: 626.308.1216 ceg@cegmep.com PRINTED: BID SET 0701502014 COUNCIL OFFICES MAYOR'S OFFICE WORK SPACE O COPY CITY ROOM ADMINISTRATOR OFFICE SIMONGLOVER INC. OFFICE OPEN 3293 PACIFIC AVENUE OFFICE WORK LONG BEACH, CA 90807 SPACE OFFICE PH: 562.279.0050 © 2005 SIMONGLOVER INC. ALL RIGHTS RESERVED WORK SPACE RECEPTIOC ® ® ® WAITING ROOM �IALLWAY QR E CONFERENCE N 013371 z ACCESSIB KITCHENETTE IXP 2-31-15L) TOILET z O SEE ENLARGE PLAN OA THIS SHEET a w a PLUMBING FLOOR PLNA Z z Q 0o SCALE: 1/8" = V-0" J = Zo OQ �z U� I— Q co �otf z a} z� W W Z J J W UU O Z WUL 0 w \ Uw J / 0 Q� z � LU z= ° U0 Q z Z Z z — FO U~ 0❑ p W H z wJ CONN. TO (E)4"W, 2"V, 3/4"CW O 0 z z z� z < }CD a m z 0z J W o0 U I OZ _ - I--U Z_ zLU LU I I ACCESSIBLE O z Z Z TOILET 0 0 co 0 �o Z ~ 2"V J o= 3 4" cp-4"W I KITCHENETTE N LU LL L.L - w �_ WC-1 �n W z 0Z I I 4"W,2"V,1/2 C V \ w oo o Zg - - - - - - - - - - - - - - - - - - - - - - LLwrn LL� LU OM 4"yy T — — 4.W CO � O Q U a° 1=1 _ 5 2 — I 3/4" 4"W 2"V 1/2 Q z LU o — — I O ME) wa - - - - - - - - nJ - o � 00 z 1 2" 1 2" O o 1/2"HW & CW 1-1/2-V ROUTE 1/4" OD COPP R TUBING THRU aZ 2"VV ISSUED FOR: DATE: (00 o 1-1/2"V FOR FUTURE CONN. TO ICE MAKER � /2"HW TO (E) R1 ® OLD SHOWER PERMIT 07/03/2014 1/2"CW DN. NNSI" 1/2"HW & CW J o PROVIDE DUAL OUTLET STOP FOR SINK 2"W Z SUPPLY AND FUTURE REFRIGERATOR ICE MAKER 1-1/2"V W Z 0 a� am O_ Ox [--w LU REVISIONS: 0 OL o 00 z w0 PLUMBING ENLARGED PLAN—TOILET ROOM AND KITCHENETTE A �°? Z �m o X SCALE: 1/2" = 1'-0" o Ld KQ oU) zw �Y Oof LL O W U)W W W 0 =LL FO C E G Engineering Inc. P201 Consulting Engineers Group JOB NO. E14002 ■ 1543 W. Garvey Ave. North, Suite #210, West Covina, CA 91790 Tel: 626.308.1268 Fax: 626.308.1216 ceg@cegmep.com PRINTED: BID SET 0701502014 FL.U1 oSlNe S G I �= I GAT OBIS SCOPE OF WORK: A. SCHULLER "MICRO-LOK" FIBERGLASS PIPE INSULATION, 1-1/2 LB. DENSITY, WITH ASJ JACKET SECURED IN PLACE 8. BACKING FOR WALL HUNG FIXTURES: 1/4" X 4" STEEL PLATE FASTENED TO A MINIMUM OF THREE STUDS. DRILL WITH 3/4" BANDS. COVER FITTINGS WITH FIBERGLASS INSULATION SAME THICKNESS AS PIPE AND A PVC FITTING AND TAP PLATE TO RECEIVE THE FIXTURE BOLTS. 1. GENERAL: IT IS THE INTENT AND PURPOSE OF THESE SPECIFICATIONS AND ACCOMPANYING DRAWINGS THAT A COVER. OMIT INSULATION AT VALVES AND PUMPS, ETC. PROTECT INSULATION AT HANGERS WITH 12-GA CONTRACTOR PROVIDE THE NECESSARY MATERIALS, LABOR, WORKMANSHIP, TOOLS, EQUIPMENT TRANSPORTATION, ETC., GALVANIZED SADDLES AND SOLID INSERTS. 9. WATER HAMMER ARRESTOR: INSTALLED PER THE UPC AND THE LATEST EDITION OF THE PLUMBING DRAINAGE FOR THE COMPLETE AND PROPER INSTALLATION AND OPERATION OF THE VARIOUS PLUMBING AND FIRE PROTECTION INSTITUTE (PDI) SIZING AND INSTALLATION REQUIREMENTS. SYSTEMS SPECIFIED HEREIN. SYSTEM IN FULL CONFORMITY WITH REQUIREMENTS OF BUILDING CODE AND ALL B. OPTION -HALSTEAD "THERMAL-CEL" OR IMCOA "IMCOLOCK/IMCOSHIELD" FLEXIBLE FOAMED POLYETHYLENE CLOSED AUTHORITIES HAVING JURISDICTION. CELL INSULATION. COVER FITTINGS WITH SAME THICKNESS AS PIPE. OMIT INSULATION AT VALVES AND PUMPS, 10. WATER TRAP PRIMERS: INSTALL ON FLOOR DRAINS AND FLOOR SINKS WITH MINIMUM OF 1/2" COLD WATER wo 2. VISIT SITE: VISIT THE PREMISES TO BECOME ACQUAINTED WITH THE CONDITIONS TO BE ENCOUNTERED. NO ETC. PROTECT INSULATION AT HANGERS WITH 12-GA. GALVANIZED SADDLES. INSULATION EXPOSED TO WEATHER TO CONNECTION. LOCATE IN WALL WITH ACCESS PANEL. EXTRA PAYMENTS WILL BE ALLOWED FOR WORK WHICH IS NOT INCLUDED IN THIS PROPOSAL DUE TO FAILURE TO BE PROTECTED WITH "UV" PROTECTIVE COATING. THOROUGHLY EXAMINE THE PREMISES. C. HANDICAPPED LAVATORIES: INSULATE HOT WATER RISER, TAILPIECE, TRAP ARM WITH EGL SALES "TRAP CAP" OR 11. COORDINATE OF PENTRATIONS: COORDINATE ALL FLOOR PENETRATIONS, PIPE ROUTING, AND EXACT LOCATION OF ZESTON "SNAP TRAP". FINISH ON INSULATION TO BE WHITE. NEW ROOF MOUNTED EQUIPMENT WITH ALL BUILDING TRADES. GENERAL: 12. PENETRATION OF STRUCTURAL ELEMENT: DO NOT PENTRATION ANY STRUCTURAL ELECENT, INCLUDING SHEAR S I M O N G LOV E R INC. 1. MATERIALS AND WORKMANSHIP: UNLESS OTHERWISE NOTED, SHALL BE IN ACCORDANCE WITH CBC 11. PIPE HANGERS AND SUPPORTS: GRINNELL, B-LINE, SUPER STRUT, OR UNISTRUT. HANGER FOR 2" PIPE AND WALLS, WITHOUT CONSENT OF THE ARCHITECT WHEREVER INSTALLATIONS. 2007 CALIFORNIA BUILDING CODE AND ALL THEIR ORDINANCES AND AMENDMENTS, 2007 CPC CODES OF ANY SMALLER TO BE GRINNELL FIG. CT65 AND GRINNELL FIG. CT266 FOR 2-1/2" AND LARGER. 3293 PACIFIC AVENUE GOVERNMENTAL AGENCY HAVING JURISDICTION, INCLUDING BUT NOT LIMITED TO OSPHD, STATE FIRE MARSHAL, NFPA, 13. PENETRATION WATERPROOFING ELEMENTS: PROVIDE FLASHING AND COUNTERFLASHING. INCLUDING SHEAR WALLS, LONG BEACH, CA 90807 DIVISION OF INDUSTRIAL SAFETY AND OSHA. 12. ISOLATE HANGERS AND SUPPORTS FROM WATER PIPING WITH SEMCO TRISOLATORS. INSULATE AT OPENINGS OR STRUCTURE WITH 1/2" FELT. WHERE IS NOT PRACTICAL TO USED FACTORY FABRICATED HAIR FELT ISOLATORS, USE FOR ALL PENETRATION OF THE ROOF, OUTER WALLS OR WATERPROOFING OF ANY KIND. 16. PENETRATION OF FIRE PH: 562.279.0050 2. FEES AND CHARGES: SECURE CERTIFICATES PAY ALL FEES AND CHARGES FOR ALL WORK INSTALLED CERTIFYING MIDLAND ROSS "CUSH-A-STRIP" AND "CUSH-A-CLAMP" NEOPRENE INSULATING MATERIAL RATED FOR A TEMPERATURE RATED ELEMENTS: WHERE PIPING PENETRATES FIRE RESISTANCE WALLS, FLOORS AND CEILING/ROOF SEAL WITH UL © 2005 SIMONGLOVER INC. ALL COMPLIANCE WITH LOCAL CODES AND GOVERNING AUTHORITIES. RANGE OF -30 TO +300 DEGREES F. LISTED NON-HARDENING DIELECTRIC FIRE STOP COMPOUND TO MAINTAIN SAME INTEGRITY AS SEPARATION BEING RIGHTS RESERVED 3. DRAWING INTENT: THE PLUMBING DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC IN THAT ALL PROVISIONS PENETRATED. FIRE STOPPING MATERIAL SHALL HAVE AN F AND T RATING AS DETERMINED BY TESTS CONDUCTED IN NECESSARY TO CONFORM TO STRUCTURAL, ARCHITECTURAL, MECHANICAL AND ELECTRICAL SYSTEMS CANNOT BE OPTION: ISOLATE SUPPORTS FROM WATER PIPING (1/2" TO 1") WITH ACOUSTO-PLUMB SYSTEMS. EXCEPTIONS - NOT ACCORDANCE WITH UBC STANDARD #7-5. THE F RATING TO APPLY TO ALL THROUGH PENETRATIONS BUT NOT LESS SHOWN. ALL INSTALLATIONS SHALL BE ADJUSTED AS NECESSARY TO CONFORM AND TO AVOID OBSTRUCTIONS BE USED FOR SUPPORT FOR FIRE PROTECTION PIPING, GAS PIPING, PIPING IN AIR PLENUM AND PIPING PENETRATION THAN THE REQUIRED FIRE-RESISTANCE RATING OF THE ASSEMBLY PENETRATED. THE T RATING TO BE PER UBC WITHOUT ADDITIONAL COST TO THE OWNER. ALL WORK, MATERIAL AND EQUIPMENT CALLED FOR BY NOTES, IN REQUIRED FIRE-RESISTIVE CONSTRUCTION. 709.6 AND 710.3 BUT NOT LESS THAN THE REQUIRED FIRE RESISTANCE RATING OF THE ASSEMBLY PENETRATED. SCHEDULES, OR OTHERWISE INDICATED ON DRAWINGS SHALL BE FURNISHED AND INSTALLED AS SET FORTH IN THESE FIRE STOP MATERIAL TO BE A TESTED ASSEMBLE, APPROVED BY THE STATE FIRE MARSHALL. SEALANT BY SPECIFICATIONS. 13. WATER HAMMER ARRESTORS: STAINLESS STEEL BELLOWS TYPE OR CHAMBER/PISTON TYPE; PDI CERTIFIED; 3M, INTERNATIONAL PROTECTIVE COATINGS, HITACHIT OR PROSET SYSTEM. 4. RELATED WORK: REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR WATTS, SIOUX CHIEF, SMITH, PRECISION PLUMBING PRODUCTS OR EQUIVALENT. 14. EQUIPMENT SERVICE ACCESS: ALL VALVES, MOTORS, CONTROLS AND OTHER DEVICES OR COMPONENTS REQUIRING QR E LOCATION, AND OTHER INFORMATION INDICATED ON PLUMBING DRAWINGS. COORDINATE INSTALLATION WITH SERVING 14. AUTOMATIC TRAP PRIMERS: CAST BRONZE OR BRASS BODY WITH AUTOMATIC OPERATION OF TRAP PRIMER VALVE; UTILITIES MAINTENANCE, AND/OR ADJUSTMENT TO BE PLACED IN FULLY ACCESSIBLE POSITION AND LOCATIONS. PROVIDE �q SMITH 2699, PRECISION PLUMBING PRODUCTS MODEL P. FOR MULTIPLE CONNECTION TO FLOOR DRAINS AND FLOOR ACCESS DOORS WHERE REQUIRED IN CONSTRUCTION, WHETHER SPECIFICALLY DETAILED OR NOT, TO RENDER ALL 5. EQUIPMENT ACCESS: INVESTIGATE EACH SPACE THROUGH WHICH EQUIPMENT MUST BE MOVED. WHEN NECESSARY, SINKS, MODEL PR-500 W/ DISTRIBUTION UNIT, MODEL DU SERIES. SMITH 2699 OR EQUIVALENT. SUCH ITEMS ACCESSIBLE. �J v- EQUIPMENT SHALL BE SHIPPED FROM MANUFACTURER IN CRATED SECTIONS OF SIZE SUITABLE FOR MOVING THROUGH - N 013371 z RESTRICTED SPACES AVAILABLE. ASCERTAIN FROM BUILDING OWNER AT WHAT TIMES OF DAY EQUIPMENT COULD BE 15 . ROOF FLASHING: ALL VENT PIPES PASSING THROUGH THE ROOF SHALL BE FLASHED WITH STONEMAN NO. 1100-4 15. CEILING TILE EQUIPMENT ACCESS: PROVIDE BUTTONS, TABS AND MARKERS IN ACCESS EXP. 2-31-15 MOVED THROUGH CERTAIN RESTRICTED AREAS, AND REVIEW WITH OWNER PLANNED APPROACH FOR ANY REQUIRED SEAMLESS 4 LB. LEAD ROOF FLASHING ASSEMBLY COMPLETE WITH STEEL REINFORCED BOOT. SEMCO "PERMASEAL" CEILING TILE TO IDENTIFY LOCATION OF CONCEALED VALVES AND EQUIPMENT. SUBMIT A CHART SHOWING NUMBERED �.Q EQUIPMENT RIGGING INTO BUILDING. AND COUNTER FLASHING SLEEVE. LOCATION OF EACH DEVICES TO THE BUILDING ENGINEER. _AMG�� 6. CLEARANCES: MAINTAIN AMPLE HEADROOM, CLEARANCES, AND ACCESSIBILITY. RELOCATE OR OFFSET WORK AS REQUIRED TO ACCOMMODATE WORK OF OTHER TRADES. MAINTAIN CEILING HEIGHTS AND AVOID EXCESSIVE FURRING 16. ACCESS PANELS: ACCESS TO CONCEALED VALVES, SMITH #4730 FOR TILE WALLS, ACORN # 8211-3AKL FOR ALL 16. EQUIPMENT IDENTIFICATIONS: ALL EQUIPMENT SHALL CALIF REQUIREMENTS. ASSUME RESPONSIBILITY FOR INSTALLATION OF ALL PLUMBING AND RELATED WORK. OTHER WALLS. BE PERMANENTLY IDENTIFIED WITH NAMEPLATES CORRESPONDING TO IDENTIFICATION USED ON THE DRAWINGS OR AS DIRECTED BY THE ENGINEER. LABELING SHALL BE BY MEANS OF BLACK LAMINATED ENGRAVED PLASTIC NAMEPLATES 7. PROTECT WORK: PROTECT THE MATERIAL AND EQUIPMENT OF THIS SECTION BEFORE, DURING, AND AFTER 17. ESCUTCHEON PLATES: PROVIDE POLISHED DULL CHROME-PLATED CAST BRASS SET SCREW FLANGES WHERE PIPES WITH WHITE 1/4"HIGH LETTERS. SECURE TO EQUIPMENT WITH BRASS SCREWS OR RIVETS. INSTALLATION. PROTECT THE INSTALLED WORK AND MATERIALS OF OTHER TRADES. PASS THROUGH WALLS, FLOORS, CEILINGS, AND PARTITIONS IN EXPOSED PORTIONS OF THE BUILDINGS. ESCUTCHEON PLATES SHALL BE PROVIDED ON PIPES AT FIXTURES, AND SHALL BE POLISHED CHROME-PLATED. PLATED STEEL 17. PIPING IDENTIFICATION: PIPING ACCESSIBLE FOR MAINTENANCE TO BE IDENTIFIED WITH SETON SEMI-RIGID o 8. MATERIAL AND EQUIPMENT: ALL MATERIALS AND EQUIPMENT TO BE NEW, UNLESS OTHERWISE NOTED. ESCUTCHEON PLATES ARE NOT ACCEPTABLE. PLASTIC MARKERS AND DIRECTIONAL FLOW ARROWS. SPACING TO A MAXIMUM OF 20 FEET. ALL MARKERS TO a 9. FIELD RESPONSIBLE: CONTRACTOR IS RESPONSIBLE FOR FIELD CONDITIONS AND FIELD COORDINATION WITH ALL COMPORM TO ANSI/ASA-A 13.1. Uj OTHER TRADES. a PLUMBING FIXTURES: 18. VALVE TAGS: TAG ALL VALVES WITH 1-1/2" ROUND BRASS WITH BLACK FILLED LETTERING OF THE FLUID BEING 0 Z 10. REPAIRS: AS NEEDED ALL REPAIRS AFTER INSTALLATION IS COMPLETE, TO BE BY TRADESMEN REGULARLY AS A STANDARD, THE FIXTURES IS BASED ON KOHLER, ELKAY, AND BRASSCRAFT CONVEYED AND VALVE NUMBERS AND BRASS CHAIN, CONFORMING TO ANSI /ASA A13.1 FOR IDENTIFICATION, #16 BRASS � PERFORMING THAT KIND OF WORK. JACK CHAIN; SETON M4500 SERIES. PROVIDE CHART WITH VALVE NUMBERS, SERVICE AND LOCATION MONTED UNDER o co FLORESTONE, OR APPROVED EQUAL BY AMERICAN STANDARD, ACORN, CHICAGO, ANAHEIM MFG. AND SYMMONS PER DRAWING GLASS IN THE MECHANICAL/UTILITY ROOM. DofO 11. CONNECTION TO EXISTING: CONNECT NEW WORK TO EXISTING IN NEAT AND APPROVED MANNER. RESTORE SCHEDULES AS APPLICABLE. o EXISTING WORK DISTURBED WHILE INSTALLING NEW WORK TO ACCEPTABLE CONDITION AS DETERMINED BY OWNER 19. SEISMIC ANCHOR AND BRACING: ANCHOR AND BRACE ALL PIPING AND DEVICES/APPLIANCES TO SUSTAIN VERTICAL AND AUTHORITIES HAVING JURISDICTION. AND HORIZONTAL LOADS WITH THE STRESS LIMITATIONS SPECIFIED IN THE BUILDING CODE. PROVIDE LATERAL J WC-1 WATER CLOSET - HANDICAP: KOHLER, MODEL K3481 "WELLWORTH" ADA -VITREOUS CHINA a SIPHON JET, ELONGATED BOWL, 16-1 2" HIGH, FLOOR MOUNTING, BOLT CAPS; 1.6 GPF BRACING AT EVERY THIRD PIPE HANGER, MINIMUM, WHERE HANGERS EXCEED 18-INCHES LONG. BRACING PER SMACNA S 12. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. / 1991 "SEISMIC RESTRAINT MANUAL -GUIDELINES FOR MECHANICAL SYSTEMS". z Z CONTRACTOR TO COMPLY WITH SAFETY REQUIREMENTS SET FORTH BY LOCAL AUTHORITIES HAVING JURISDICTION. WITH OLSONITE, #95-SS" OPEN FRONT, WHITE SEAT WITH SELF-SUSTAINING HINGES. oQ LOCATE FLUSH HANDLE ON WIDE SIDE OF STALL. 20. SLEEVES AND BLOCK-OUTS: PROVIDE SLEEVES OR BLOCK-OUTS FOR ALL PIPE AND TUBING PASSING THROUGH w w> SUBMITTALS: FLOORS, ROOFS, WALLS, AND PARTITIONS OF EITHER CONCRETE OR MASONRY CONSTRUCTION. SLEEVES OR 0 L-1 LAVATORY: KOHLER, MODEL K-2214 "LADENA" ADA LAVATORY UNDER COUNTER MOUNTED, VITREOUS CHINA, BLOCK-OUTS ARE NOT REQUIRED FOR FLOOR SLABS ON GRADE. AFTER PIPING HAS BEEN INSTALLED, PACK OAKUM o 1. SUBMIT FIVE COPIES OF CATALOG CUTS FOR EACH FIXTURE TYPE, EQUIPMENT WITH OPERATION POINTS, AND 18-3/8" X 11-5/8", GRID STRAINER; DELTA 501 WF SINGLE LEVER WITH 0.5 GPM FLOW CONTROL INTO THE SPACE AROUND THE PIPE OR TUBING WITHIN THE SLEEVE AND SEAL BOTH ENDS WITH INSULATING CEMENT. w W MATERIALS PRIOR TO INSTALLATION FOR REVIEW AND APPROVAL. FLOW CONTROL BRASS CRAFT KTR17C (HEAVY PATTERN) 1/2" X 3/8" COMPRESSIONM ANGLE SUPPLY STOP > < BRASS CRAFT KTR17C ANGLE SUPPLY STOPS, LA PATTERN CAST BRASS P-TRAP WITH CLEANOUT AND FLEXIBLE SUPPLY. 21. EMBEDMENT IN CONCRETE AND MASONRY STRUCTURAL ELEMENTS: WHERE IT IS NOT PRACTICAL TO PROVIDE Z 2 2. "AS-BUILTS" RECORD DRAWINGS FOR BUILDING FILES AT COMPLETION OF PROJECT TO BE SUBMIT VIA SLEEVES OR BLOCK-OUTS, WRAP PIPING THAT COMES IN CONTRACT WITH CONCRETE AND MASONRY WITH O Z TRANSPARENT MEDIUM FOR REPRODUCTION. CONTRACTOR TO SUBMIT TO ENGINEER "AS-BUILTS" PIPING AND K-1 SINK: ADA COUNTER MOUNTED, ELKAY "LUSTERTONE" MODEL LRAD3122, 31" X 22" OVERALL W/26" X 16 X 6" COMPRESSIBLE STYRENE FOR A TOTAL THICKNESS OF 3/16" TO 1/4" ALL AROUND. JOINTS IN PIPING ARE PROHIBITED ofr fr EQUIPMENT DRAWINGS FOR THEIR RECORDS. FINAL PAYMENT WILL NOT BE MADE UNTIL THESE DRAWINGS HAVE BEEN DEEP COMPARTMENT, SELF RIMMING, 18 GAUSE, 302 STAINLESS STEEL WITH SOUND DEADING COATING AND BACK LEDGE; WHICH IN THE AREA OF EMBEDMENT. a o SUBMITTED AND APPROVED BY THE BUILDING/OWNER/ARCHITECT. LK-35 DUO STRAINER (CRUMB CUP TYPE) W/1 1/2" TAIL PIECE; DELTA 150 WF SINGLE HANDLE DECK MOUNTED WITH 22. FLASHING: PROVIDE FLASHING FOR ALL PIPE AND TUBING EXTENDING THROUGH THE ROOF. FLASHING SHALL BE D� PIPING AND FITTINGS: 2.0 GPM FLOW CONTROL DEVICE, BRASS CRAFT KTR17C (HEAVEY PATTERN) 1/2" X 1/2" COMPRESSION STOP; INSTALLED SO AS TO BE WATERTIGHT. o 0 CAST BRASS LA PATTERN P-TRAP. Uj 1. SOIL, WASTE AND VENT: 23. CLEANING OF MATERIAL AND EQUIPMENT: REMOVED FROM THE SITE AT THE COMPLETION OF INSTALLATION AND ALL z °2 CONSTRUCTION METHODS: AREAS LEFT IN A CLEAN, SATISFACTORY CONDITION. CLEAN ALL FIXTURES. CLEAN ALL STRAINERS AFTER 30 DAYS a J A. PIPING INSIDE THE BUILDING, ABOVE AND BELOW GROUND SHALL BE OF OPERATION. O z w o CAST IRON NO-HUB-PIPE AND FITTINGS. JOINTS BELOW GROUND, "CLAMP-ALL", "HUSKY SERIES 4000", OR MG COUPLING. JOINTS ABOVE GROUND, "IDEAL" NEOPRENE GASKET AND 3" WIDE CORRUGATED 304 STAINLESS STEEL SHEILD AND 1. PIPING - GENERAL: ALL PIPING TO BE RUN CONCEALED IN FINISHED ROOMS. IN ROOMS WHERE PIPING IS 24. TESTING: HYDROSTATIC TEST AT 150 PERCENT OF THE OPERATING OR STATIC PRESSURE, WHICH EVER IS GREATER BUT NOT Q 0 Z NEOPRENE GASKET ASSEMBLIES. EXPOSED, PLACE IN UNIMPORTANT AND OUT-OF-WAY PLACES AS APPROVED BY ENGINEER. VERTICAL PIPES SHALL BE GREATER THAN 150 PSIG PRESSURE FOR A PERIOD OF ONE HOUR WITHOUT ANY LOSS OF PRESSURE. TESTING TO Q z PLUMB; GRADE HORIZONTAL PIPES TO UNIFORM SLOPES AS REQUIRED. ALL PIPING TO BE INSTALLED EITHER INCLUDES TO THE POINTS OF CONNECTION TO THE EXISTING SYSTEMS. TEST ALL OTHER PIPING IN CONFORMITY WITH B. PIPING IN VALVE BOX AND PIPING IN EJECTOR BASIN: STANDARD WEIGHT GALVANIZED STEEL PIPE WITH PARALLEL OR AT RIGHT ANGLES TO BUILDING WALLS. VALVES, TRAPS, CLEANOUTS AND OTHER APPARATUS SHALL APPLICABLE CODES. TEST ALL OTHER SYSTEMS PER UPC AND NFPA 13. w �o GALVANIZED CAST IRON FITTINGS; JOINTS: SCREWED. BE INSTALLED IN AN EASILY ACCESSIBLE LOCATION. REAM AND DE-BURR ALL PIPING PRIOR TO INSTALLATION. �° C. BURIED OUTSIDE BUILDING: STANDARD WEIGHT STEEL PIPE, PROVIDE SHUT-OFF VALVES AT ALL FIXTURES AND WHERE REQUIRED FOR PROPER CONTROL OF THE SYSTEM. af Z FACTORY-INSULATED WITH A MINIMUM 25 MIL THICK " 25. MANUALS: PROVIDE 3 SETS OF OPERATING AND MAINTENANCE MANUALS FOR ALL EQUIPMENT. TESTING: o UNDERGROUND PIPING SHALL HAVE A MINIMUM COVER OF 18". PLOYETHYLENE COATING, WITH BLACK STEEL FITTINGS; JOINTS: SCREWED. HYDROSTATIC TEST AT 150 PERCENT OF THE OPERATING OR STATIC PRESSURE, WHICH EVER IS GREATER BUT NOT a 2. EXCAVATION AND BACKFILL GREATER THAN 150 PSIG PRESSURE FOR A PERIOD OF ONE HOUR WITHOUT ANY LOSS OF PRESSURE. TESTING TO z D. BURIED OUTSIDE BUILDING - OPTION: EXTRA STRENGTH J-M MANUFACTURE POLYVINYL CHLORIDE (PVC) PIPE AND INCLUDES TO THE POINTS OF CONNECTION TO THE EXISTING MAINS. TEST ALL OTHER PIPING IN CONFORMITY WITH o0) RUBBER RING BELL/PLAIN END JOINTS. PIPE SHALL MEET THE REQUIREMENTS OF ASTM D3034-SD 35, RUBBER RING APPLICABLE CODES. TEST ALL OTHER SYSTEMS PER UPC AND NFPA 13. w GASKETS CONFORM TO ASTM F477, PACIFIC WESTERN EXTRUDED PLASTICS, ""PWPIPE SEWER SYSTEM" OR EQUIVALENT. A. EXCAVATION: EXCAVATE TO ELEVATIONS INDICATED. WHERE DEPTHS OR INVERTS ELEVATIONS ARE NOT O =° GASKETS CONFORM TO ASTM F477, PACIFIC WESTERN EXTRUDED PLASTICS, PWPIPE SEWER SYSTEM OR EQUIVALENT. INDICATED, PROVIDE MINIMUM COVERAGE (ABOVE TOP OF PIPES) AS FOLLOWS: z o STERILIZING OF WATER PIPING U) co Uj co a 1) ANY PIPING UNDER SLAB (TOP OF PIPE TO UNDERSIDE OF SLAB): 18-INCHES. � w 2. DOMESTIC WATER PIPING ABOVE GROUND: TYPE L HARD DRAWN COPPER TUBING ASTM 888, JOINTS MADE UP WITH STERILIZING OF WATER PIPING: FLUSHED, CLEANED AND STERILIZED BY CHLORINE-IN-SOLUTION IN ACCORDANCE WITH V L1.1 z o 95/5 TIN/ANTIMONY (LEAD FREE) SOLDER, AND WROUGHT COPPER FITTINGS IN ACCORDANCE WITH THE 2) STEEL, CAST IRON, AND COPPER IN OTHER LOCATIONS: 18-INCHES. THE AMERICAN WATER WORKS ASSOCIATION (AWWA) PUBLICATION C-651-1986. SUBMIT REPORT. w � �° MANUFACTURER'S RECOMMENDATIONS. z > > o D g B. EXCAVATE TO UNDISTURBED EARTH: CUT LEVEL AND FORM TRUE. REMOVE DEBRIS, RUBBISH AND SOFT MATERIAL - w � 3. DOMESTIC WATER PIPING BELOW GROUND INSIDE OF BUILDING AND 3 INCHES AND GUARANTEE: Go o= (SUCH AS MUD). WHERE ROCK IS ENCOUNTERED UNDERCUT TRENCHES 6-INCHES AND FILL WITH WELL-TAMPED u_ SMALLER OUTSIDE OF BUILDING: TYPE K HARD DRAWN COPPER TUBING ASTM B88, JOINTS O Q U)o NEUTRAL SAND AND PEA GRAVEL TO PROPER PIPE ELEVATION. DURING INSTALLATION OF PIPING, MAINTAIN ALL MATERIALS AND EQUIPMENT PROVIDED AND/OR INSTALLED SHALL BE GUARANTEED FOR A PERIOD OF Q U a af MADE UP WITH LEAD FREE SOLDER, AND WROUGHT COPPER FITTINGS. I- J o EXCAVATION FREE OF STANDING WATER. UNDERCUT TRENCH 6-INCHES AND INSTALL PIPING IN A 6-INCH NEUTRAL ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK BY OWNER. SHOULD ANY TROUBLE DEVELOP z _ =Z SAND ENVELOPE. DURING THIS PERIOD DUE TO DEFECTIVE MATERIALS OR FAULTY WORKMANSHIP, FURNISH ALL NECESSARY LABOR AND Q z ° 4. OPTION - BURIED PIPING, 2 INCHES AND SMALLER: TYPE IV GRADE I CPVC WITH CELL CLASSIFICATION OF 23447-B PER MATERIALS TO CORRECT THE TROUBLE WITHOUT ANY COST TO OWNER. ANY DEFECTIVE MATERIALS OR INFERIOR J U) 0 Z ASTM D1784 AND CONFORMING TO ASTM D2846 T 0 SCR 11 COPPER TUBE SIZE (CTS) SPECIFICATION.. ALL PIPING AND C. BACKFILL TO A POINT 12-INCHES ABOVE TOP OF PIPING WITH EARTH (EXCAVATED MATERIAL MAY BE USED) FREE WORKMANSHIP NOTICED AT TIME OF INSTALLATION AND/OR DURING GUARANTEE PERIOD SHALL BE CORRECTED - o tY o 0 FITTINGS TO BEAR IN NSF SEAL FOR POTABLE WATER. OF CLAY, DEBRIS, RUBBISH, ROCKS, OR CLODS OVER 4-INCHES IN THE GREATEST DIMENSIONS. BACKFILL ABOVE IMMEDIATELY TO THE ENTIRE SATISFACTION OF OWNER. THIS SHALL NOT SUPERSEDE PRODUCT WARRANTIES OF U �z 12-INCHES FROM TOP OF PIPING MAY BE WITH EXCAVATED MATERIAL. APPLY BACKFILL BY HAND IN 6-INCH DEEP LONGER DURATION WHEN HEREIN SPECIFIED OR WHEN PROVIDED AS A CONDITION OF PRODUCT SALE. o PIPING ACCESSORIES: LAYERS THE FULL WIDTH OF THE TRENCH. MOISTEN EACH LAYER (DO NOT FLOOD OR PUDDLE), AND HAND TAMP TO a Z A MINIMUM 90 PERCENT COMPACTION BEFORE PROCEEDING WITH THE NEXT LAYER OF BACKFILL. Q CO 1. GATE VALVES: SOLID WEDGE DISC, RISING STEM, 200# WOG. ISSUED FOR: DATE: co° 1) 2" & SMALLER: CRANE #428 OR NIBCO T-111, BRONZE, THREADED; CRANE #428 OR NIBCO S-111 SOLDER JOINT D. DO NOT EXCAVATE UNDER FOUNDATIONS OR FOOTINGS EXCEPT IN MANNER PERMITTED. DO NOT BACKFILL UNTIL o INSTALLED PIPING HAS BEEN SUCCESSFULLY TESTED. PERMIT 07/03/2014 2. GATE VALVES: SOLID WEDGE DISC, NON-RISING STEM, 200# WOG (USE WHEN SPACE IS LIMITED). Z 2 1) 2" & SMALLER: CRANE #438 OR NIBCO T-113, BRONZE, THREADED; CRANE #1324 OR NIBCO S-113 SOLDER. 3. PIPE JOINTS: CUT THREADS WITH CLEAR SHARP DIES, FULL THICKNESS OF DIE, SO NOT MORE THAN TWO (2) Z w 0 THREADS ARE LEFT EXPOSED ON PIPE WHEN JOINT IS MADE UP. MAKE JOINTS IN ALL SCREWED PIPE WITH TEFLON 3. BALL VALVES: IN LIEU OF GATE VALVES, NIBCO #T-595-Y OR S-595-Y, JENKINS FIG. 30-A TAPE OR PIPE TEFLON COMPOUND, IPS "WHITE SEAL" OR, LA-CO "SLIC-TITE" COMPLETELY COVERING MALE THREAD. °X �w 4. CHECK VALVES: CRANE #37, BRONZE, SCREWED, Y-PATTERN, 200# WOG, SWING CHECK TYPE. SOLDER JOINT 4. PIPING SUPPORT POINTS: SUPPORT FROM BUILDING STRUCTURE AND/OR FRAMING PER SMACNA STANDARDS. WHERE VALVES USE CRANE #1342. OVERHEAD CONSTRUCTION DOES NOT PERMIT FASTENING OF SUPPORTS FOR PIPING, FURNISH ADDITIONAL FRAMING. REVISIONS: 00 FINAL APPROVED OF ATTACHMENT TO STRUCTURAL SYSTEM PER ARCHITECT. o 0 5. STRAINERS: WYE TYPE WITH 20 MESH MONEL OR STAINLESS STEEL STRAINER CYLINDER, AND GASKETED O co MACHINED STRAINER CAP. PROVIDE WITH VALVED (GLOBE TYPE) BLOWOUT PIPING, SAME SIZE AS BLOWOUT 5. PIPE HANGER SUPPORT SPACING: �a PLUG. 2-INCHES AND SMALLER: 400 PSIG WOG, CAST IRON OR SEMI-STEEL BODY, THREADED ENDS; WATTS 77S; 2-1/2-INCHES AND LARGER: 400 PSIG WOG, SEMI-STEEL BODY, FLANGED ENDS - WATTS 77F-250. A. COPPER PIPING: 6' SPACING FOR 1" AND SMALLER 8' SPACING FOR 1-1/4" AND LARGER. o LLi B. STEEL PIPING: 8' SPACING FOR 1" AND SMALLER 10' SPACING FOR 1-1/4" AND LARGER °W 6. PRESSURE-TEMPERATURE RELIEF: ASME RATED; WATTS SERIES 40-140, ZURN OR CASH-ACME NCLX SERIES. C. CAST IRON PIPING: 5' SPACINGCQ fr Y 7. UNIONS: UNIONS OR FLANGES SHALL BE INSTALLED ON BOTH SIDES OF ALL EQUIPMENT AND APPARATUS AND 6. PLUMBING FIXTURE CONNECTIONS: REFER TO SCHEDULE FOR INDIVIDUAL WASTE, VENT & WATER CONNECTION AT o0 Ww WHERE REQUIRED TO FACILITATE EASY REMOVAL OF VALVES, TRAPS, ETC. EACH PLUMBING FIXTURE. A. UNIONS ON ALL STEEL PIPING: 2" AND SMALLER, GROUND JOINT PATTERN, STEEL, THREADED TYPE. B. UNIONS ON 0fr COPPER TUBING: 150-LB. CAST BRONZE, SWEAT TYPE. 7. OMIT wU_ Fo 8. DIELECTRIC ISOLATORS: 2" AND SMALLER, EPCO UNIONS OR COMPANION FLANGES. 9. CLEANOUTS: CLEANOUTS SHALL HAVE C.I. BODY AND EXTRA HEAVY BRONZE PLUG. ALL FLUSH-WITH-FLOOR CLEANOUTS SHALL HAVE ADJUSTABLE WATERTIGHT COVERS. WHEN WATERPROOFING MEMBRANE IS USED, THE CLEANOUT BODY SHALL HAVE INTEGRAL ANCHORING FLANGE AND HEAVY CLAMPING COLLAR. ALL CLEANOUTS SHALL BE AS FOLLOWS: A. FLOOR FINISHED (FCO): CAST IRON FERRULE; TAPER THREAD BRONZE PLUG; NICKEL BRONZE ROUND SECURED TOP; o C E G Engineering Inc. SMITH 4023T, JOSAM 58120, WADE W-7030, OR EQUIVALENT. Consulting Engineers Group JOB NO. E14002 P3001 B. WALL, FINISHED (WCO): CAST IRON CLEANOUT TEE; TAPER THREAD BRONZE PLUG; SHALLOW STAINLESS STEEL 1543 W. Garvey Ave. North, Suite #210, West Covina, CA 91790 COVER; VANDAL-PROOF SCREWS; SMITH 4532, JOSAM 58790, WADE W-8460-R, ZURN Z-1445-1, OR EQUIVALENT. Tel: 626.308.1268 Fax: 626.308.1216 ceg@cegmep.com 10. PIPE INSULATION: COVER HOT WATER SUPPLY WITH 1" THICK (R=4.0). INSULATION, JACKET AND LAP SEAL ADHESIVES TO BE TESTED AS A COMPOSITE PRODUCT AND A FLAME SPREAD OF NOT GREATER THAN 25 NOR A SMOKE-DEVELOPED RATING OF NOT MORE THAN 50 AND SO LABELED. PRINTED: RECEIVED 'ELY t,. JUL 0 8 20% STAFF REPORT CITY ADMINISTRATION PUBLIC WORKS, WATER & DEVELOPMENT SERVICES En DATE: July 15,2014 TO: Honorable Mayor and City Council �,Q,,� PREPARED BY: Lissette Melendez,Associate Engineer CJd APPROVED BY: Samuel Kevin Wilson Director of Public Works,Water& Development Services RE: Ordinance Approving City of Vernon Speed Limits Recommendation It is recommended that the City Council: 1. Find that adoption of this Ordinance is exempt from the California Environmental Quality Act (CEQA) in accordance with Class 1, Section 15301(c) of the CEQA Guidelines, California Code of Regulations, Title 14. Projects exempted under Class 1, Section 15301(c), consist of the operation, repair, or minor alteration of existing highways, streets, sidewalks, gutters, bicycle and pedestrian trails, and similar facilities involving negligible or no expansion of use. 2. Hold the first reading of, and subsequently adopt the proposed Ordinance amending Sections 16.15, 16.16 and 16.17 of Chapter 16, Law Enforcement,of the Vernon Municipal Code. Background In most cases, the statutory prima facie speed limit for non-local city streets is 25 miles per hour. (California Vehicle Code ["CVC"] Section 22352(b)). The City of Vernon has the authority to establish,by ordinance, prima facie speed limits that are lower or higher than the statutory speed limits if the limits would"would facilitate the orderly movement of vehicular traffic and would be reasonable and safe upon any street." CVC Section 22357 specifies that the City may establish the revised prima facie speed limits upon the basis of an engineering and traffic survey(E&TS). The E&TS, as defined in CVC Section 627, must incorporate prevailing speeds, collision records, highway, traffic, and roadside conditions not readily apparent to the driver and residential density except in a business district. The accepted practice is to set prima facie speed limits based on the 85t"percentile speed, which is the speed that 85%of the vehicles are traveling at or below unless unusual conditions not readily apparent to drivers are present. This is known as the critical speed. From experience, traffic engineers have determined that this critical speed is the most reliable speed to set an appropriate speed limit to allow orderly movement of traffic with the highest safety level taking into consideration unusual conditions not readily apparent to drivers, such as road conditions and the history of collisions of the roadway. However, CVC Section 40802 does not allow the creation of a"speed trap", which is a particular section of highway that has a prima facie speed limit that is not justified by an E&TS within five years prior to the date of the alleged violation. Per CVC Section 40802, an E&TS must be performed at least once every five (5)years (or less often in certain circumstances not applicable here) by local agencies to re-evaluate non-statutory • speed limits on segments of their roadways. The City of Vernon last performed an E&TS in 2009. In March 2014,the City secured the traffic consulting services of Hartzog& Crabill, Inc. to re-evaluate the speed limits. As described in the attached E&TS, Hartzog& Crabil 1, Inc. measured the speeds of vehicles from 46 different roadway segments on 22 different collectors and arterials in the City. The data was collected at free flowing points in the roadway segments on week days and off peak hours with fair weather conditions. An unmarked car with an inconspicuous speed meter was used. The speed meter was validated for accuracy before each use. As described in the E&TS, recent changes to the policy and procedure for setting speed limits in California require that E&TSs "must be performed with the use of radar or other approved electronic devices if the use of radar is to be employed to enforce speed limits." If such a survey is not performed within the statutory time period from the date of the preceding survey, then the new data and its use will constitute a speed trap and evidence using such would not be admissible in court. Based on the E&TS,the consultant recommends the following changes to the speed limits posted in the specified City roadways: Pennington Way from 261" Street to Bandini Boulevard Post speed limit at 35 mph. Note: This is not a change in speed limit in the ordinance but rather a notice to City staff that the speed limit must be posted in order to be enforceable pursuant to CVC Section 22352. 381" Street from Santa Fe Avenue to BNSF Railroad tracks Recommended speed limit decrease from 40 to 35 mph Boyle Avenue from Vernon Avenue to Leonis Blvd. Recommended speed limit decrease from 35 mph to 30 mph The Pennington Way segment was not included in the E&TS completed in 2009. Additionally, the ordinance reflects minor changes and corrections to the roadway limits shown in the current City Code. Except when passing a school building or senior center, the revised prima facie speed limits shall be effective when appropriate signs giving notice thereof are erected upon the street. Fiscal Impact Adoption of this Ordinance will have no direct fiscal impact except for the minimal cost of posting new signage on the affected streets. Attachment: Engineering and Traffic Survey conducted by Hartzog& Crabill, Inc. dated June 2014. ENGINEERING AND TRAFFIC SURVEY FOR SPEED LIMITS CITY OF VERNON JUNE 2014 PREPARED FOR: CITY OF VERNON 4305 SANTA FE AVENUE VERNON, CALIFORNIA 90058 PREPARED BY: HARTZOG & CRABILL, INC. TRAFFIC ENGINEERS 17852 EAST 17TH STREET TUSTIN, CA 92780 (714) 731-9455 TABLE OF CONTENTS PAGE Tableof Contents........................................................................................................................... ii Traffic Engineer's Certification .....................................................................................................iii Introduction..................................................................................................................................... 1 BasicSpeed Law............................................................................................................................. 2 PrimaFacie Speed Limits............................................................................................................... 2 Establishmentof Speed Zones........................................................................................................ 2 Data Collection Procedures............................................................................................................. 3 SpeedZoning Methodology............................................................................................................ 3 SpeedZone Survey......................................................................................................................... 4 LocalStreet Exemptions................................................................................................................. 5 OtherConsiderations ...................................................................................................................... 5 Radar Collection Time-Frames....................................................................................................... 5 AnalysisFactors.............................................................................................................................. 6 FieldReview................................................................................................................................... 7 AccidentHistory............................................................................................................................. 7 Results and Recommendations....................................................................................................... 7 Locations of No Speed Limit Changes............................................................................... 8 Support Explanations for "No Speed Limit Changes"........................................................ 9 Locations of New Speed Limit Postings........................................................................... 10 Support Explanations for "New Speed Limit Postings" ................................................... 10 Locations of Speed Limit Reductions............................................................................... 10 Support Explanations for "Speed Limit Reductions" ....................................................... 10 Summary of Recommendations.....................................................................................................I I Appendix A-For Each Street Segment in the Survey DataSummary Sheet.............................................................................................................. Radar Speed Distribution Sheet............................................................................................. SurveyField Sheet................................................................................................................. Appendix B—Certification RadarGun Certification......................................................................................................... Technician Certification......................................................................................................... ii CERTIFICATION I, Gerald Stock, do hereby certify that this Engineering and Traffic Survey for the City of Vernon was performed under my supervision and is accurate and complete . I certify that I am both experienced in performing surveys of this type and duly registered in the State of California as a professional Traffic Engineer . OFESSIONA OQQ �9 �' 8J `F4' e ald Sto RTE # 204 cs m w ty0.2049 ; 9 6 "lr *sTgT OFGOQ`'Q File: Vernon Radar Rpt 2014.doe 111 CITY OF VERNON ENGINEERING AND TRAFFIC SURVEY FOR SPEED LIMITS In accordance with procedures established by the State of California, this Engineering and Traffic Survey has been developed for the City of Vernon as the basis for the establishment and enforcement of speed limits for selected streets within the City. The work provided herein was authorized by the City and was performed by the engineering consulting firm of Hartzog & Crabill, Inc. The goal of the review was to determine whether changes in pre-existing conditions have occurred where older speed limits should be modified. The requirement to perform Engineering and Traffic surveys for speed limits is based on the California Vehicle Code (CVC). CVC Section 40802 states that at least once every five (5), seven (7) or ten (10) years, States and local agencies should re-evaluate non-statuary speed limits on segments of their roadways. Recent changes to the CA. MUCTD changed the policy and procedure for setting speed limits in California. Engineering and Traffic Surveys must be performed with the use of radar or other approved electronic devices if the use of radar is to be employed to enforce speed limits. If such a survey is not performed within five years (or seven years, or ten years as stated previously) of the date of the preceding survey, then the new data and its use will constitute a speed trap. Hence, evidence using such would not be admissible in court. From the Vehicle Code, a "speed trap" is either of the following: (a) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance. (b) A particular section of a highway with a prima facie speed limit provided by this code or by local ordinance under sub-paragraph (A) of paragraph (2) of subdivision (a) of Section 22352, or established pursuant to Section 22354, 22357, 22358, or 22358.3 if that prima facie speed limit is not justified by an engineering and traffic survey conducted within five years prior to the date of the alleged violation, and where enforcement involves the use of radar or other electronic devices that measures the speed of moving objects. This paragraph does not apply to a local street, road, or school zone. The definition of a Traffic and Engineering Survey is contained in Section 627 of the Vehicle Code and is as follows: Engineering and Traffic survey, as used in this code, means a survey of highway and traffic conditions in accordance with methods determined by the California Department of Transportation (Caltrans) for use by State and local authorities. An engineering and traffic survey shall include, among other requirements deemed necessary by the department, consideration of the following: (a) Prevailing speeds as determined by traffic engineering measurements. (b) Accident records. (c) Highway, traffic and roadside conditions not readily apparent to the driver. 1 The California Vehicle code has set certain regulations regarding the posting and enforcement of speed zones. These regulations generally reflect the viewpoint that speed zoning should be based on traffic conditions and natural driver behavior and not because of an arbitrary response to a traffic event or occurrence. Therefore, it is important to have a general understanding of the "Basic Speed Law", "Prima Facie Speed Limits" and "Intermediate Speed Zones". Basic Speed Law (CVC 22350) All fifty states base their speed regulations on the Basic Speed Law. In California, CVC 22350 defines the basic speed law as: "No Person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of the highway, and in no event at a speed which endangers the safety of persons or property." This law recognizes that driving conditions vary widely from time-to-time and place-to-place and, therefore, no set of fixed driving rules will adequately serve all conditions. The motorist will constantly adjust their driving behavior to fit the conditions encountered, and must learn to do this with a minimum of assistance from the police. The Basic Speed Law is founded on the belief that a majority of motorists are able to modify their driving behavior properly, as long as they are aware of the conditions around them. Prima Facie Speed Limits (CVC 22352) All other speed limits are prima facie limits which, "on the face of it", are reasonable and prudent under normal conditions. The opportunity given to the driver to exceed a prima facie speed limit when it is safe to do so recognizes the fact that any posted speed limit cannot adequately reflect the many different conditions of traffic, weather, visibility, etc., that may be found on the same highway at different times. Certain prima facie limits are automatically established by law (CVC 22352), including a 15 mph limit in alleys, blind intersections, blind railroad crossing, and the 25 mph limit in business and residence districts. There is also a part time 25 mph limit in school zones when children are present in route to or from school. Business and residence districts are defined in the Vehicle Code as specific areas meeting a specified minimum density of roadside development. CVC Sections 235 and 515 define these regulations. A count of houses or active businesses facing on a highway must be made to determine whether or not a valid business or residence district exists. The law does not require posting these prima facie limits that are readily apparent. Establishment of Speed Zones The reason that speed limit areas and their required postings are done is to guard reasonable drivers from the unreasonable behavior of reckless, unreliable, or otherwise dangerous drivers. As with other similar laws, the limits identified are based on the consensus of the majority of 2 those who drive the highway as to what speed is reasonable and safe. It is this type of information that is reflected in the analysis section of this report. Namely, posted speed limits are a reflection of that speed which most people deem to be safe as opposed to a minority of drivers who do not drive in a reasonable manner. Speed zones are also established to advise drivers of road conditions or hazards that may not be readily apparent to a reasonable driver. For that reason, a field review of related road/traffic variables is conducted which considers the analytical data and accident history of a particular roadway segment to determine a safe and reasonable speed limit. Data Collection Procedures Speed evaluation data was collected at 46 different survey segments on 21 different roadways in the City of Vernon. These areas and the number of segments on each are described as follows: 1. 25th St(1) 12. Downey Rd(3) 2. 26th St(4) 13. Fruitland Ave(4) 3. 37th St(2) 14. Leonis Blvd(2) 4. 38th St(2) 15. Pacific Blvd(1) 5. 55th St(1) 16. Pennington Way(1) 6. Alameda St(3) 17. Santa Fe Ave(3) 7. Alcoa Ave(2) 18. Slauson Ave(1) 8. Atlantic Ave(1) 19. Soto St(2) 9. Bandini Blvd(3) 20. Vernon Ave(3) 10. Boyle Ave(3) 21. Washington Blvd(1) 11. District Blvd(3) As described in various traffic engineering documents - including information provided by the State of California, the individual locations on which radar data collection procedures were used involved considerations for the following: a. Stop sign or traffic signal locations; b. Visibility issues; c. Traffic flow at intersections, cross-traffic, major driveways, crosswalks, railroad crossings and unusual turning movements; d. The influence of other traffic factors on the speed of cars: such as on street parking, roadway features, adjacent land uses, and lighting. Speed Zoning Methodoln The California Manual on Uniform Traffic Control Devices (CA. MUTCD) specifies a "short method of determining speed limits on City and County through Highways, Arterial and Collector Roads Procedures. Introduction - This short method of speed zoning is based on the premise that the reasonable speed limit is one that conforms to the actual behavior of the majority of motorists, and that by measuring motorist's speeds, one will be able to select a speed limit that is both reasonable and 3 effective. Other factors that need to be considered include, but are not limited to: the most recent three-year collision record, roadway design speed, safe stopping sight distance, superelevation, shoulder conditions, profile conditions, intersection spacing and offsets, commercial driveway characteristics,pedestrian traffic in the roadway without sidewalks. Speed Zone Survey - Only one person is required for the fieldwork. Speeds can be read directly from a radar speed meter. - A section of road should be selected with representative operating speeds. If speeds vary on a given road, additional surveys should be conducted. In this case, it may be necessary to establish additional speed zones with different speed limits. The section selected should be straight and should have no traffic signal, stop sign or intersection with a major cross street. - Speed measurements should be taken during off-peak hours on weekdays. The weather should be fair with no unusual conditions prevailing. It is important that the surveyor and his equipment be so inconspicuous as not to affect traffic speeds. For this reason, an unmarked car is recommended, with the radar speed meter located as inconspicuously as possible. It should be placed so as to be able to survey traffic in both directions, and should not make an angle greater than 15 degrees with the roadway centerline. - It is desirable to have a minimum sample of 100 automobiles in each survey. This may result in excessive survey periods for low-volume roads. Under these conditions, the survey should be conducted for a minimum of two hours, but in no case should the sample for any survey contain less than 50 automobiles. - The California MUTCD states that speed limits are established at or near the 85th percentile speed, which is defined as that speed at or below which 85 percent of the traffic is moving. This speed can be selected directly from the data sheet. However, roadway conditions not readily apparent to the motorist such as vertical or horizontal curves or other roadway conditions that may impact sight distance may result in a further reduction of 5 mph in the recommended speed limit. - As a check on the validity of the proposed speed limit, an analysis should be made of the two- year accident record for the section of roadway under consideration. If this record shows an abnormally high percentage of accidents normally associated with excessive speeds, the proposed speed limit should be further reduced. This is a judgment situation, and will not usually be a factor, - Short speed zones of less than half a mile should be avoided, except in transition areas. - Speed zone changes should be coordinated with changes in roadway conditions or roadway development. - Speed zoning in 5 mile per hour increments should be avoided if possible. A 10-mile per hour increment is preferable. - Speed zoning should be coordinated between adjacent jurisdictions. 4 Local Street Exemptions (CVC 40802) Many streets are designated as "Local" streets per CVC 40802. These streets are exempt from the radar study. Therefore, the speed limit for these streets does not require an Engineering and Traffic Survey. The code is as follows: "For the purpose of this section, local streets and roads shall be defined by the latest functional usage and federal aid system maps as submitted to the Federal Highway Administration. When these maps have not been submitted, the following definition shall be used: A local street or road primarily provides access to abutting residential property and shall meet the following three conditions: 1. Roadway width of not more than 40 feet. 2. Not more than one half mile of uninterrupted length. 3. Not more than one traffic lane in each direction. Other Considerations Every street should be inspected for unusual traffic, roadway and roadside conditions not readily apparent to a motorist. A check should be made of the adequacy of traffic control devices, roadway alignment,width surface conditions, accident history and any unique traffic hazards that may exist. Any of these conditions may warrant the selection of a speed lower than the 85th percentile speed for speed zoning. Radar Collection Time Frames The hours of radar operation were restricted to off-peak periods for heavily traveled streets and to uncongested peak periods on lightly traveled streets. All surveys were conducted in fair weather. The radar unit was mounted at the top of the front dash of an unmarked vehicle with the meter- reading unit sustained inside the vehicle. The radar unit's calibration was checked periodically using a tuning fork. The radar operator and assistant recorded the speed meter readings for each location on Radar Speed Survey Field Sheets included in the appendix of this report. A representative sampling of at least 100 vehicles were surveyed in each direction or a cumulative sample of 200 vehicles for both directions where possible. On low volume roads, where a total sample of 200 vehicles would result in an excessive time period, sampling was continued until a representative bell- shaped frequency distribution was attained. Analysis Factors Several factors were used as input to our recommendations for speed limits. These include the 85th Percentile, the 10 MPH Pace and others. These are described in detail below. 5 1. The CRITICAL SPEED, or the 85th percentile is defined as that speed at or below which 85 percent of the traffic is moving. From experience, traffic engineers have found that this is one of the most reliable factors in determining appropriate speed limits. Hence, the accepted practice, and one that has been used in this case is to set the speed limit at or near the critical speed. This recognizes that other factors could be present where the above may not be appropriate. When this procedure is used, it not only conforms to that required by the State but it also provides a strong base for law enforcement personnel to properly enforce speed limits. 2. The 10 MPH PACE is that continuous 10 mph incremental range of speeds in which the largest number of recorded vehicles is contained. It is a measure of the dispersion of speeds within the sample surveyed. For this element, the accepted practice to the greatest extent possible is to try and keep the recommended speed limit within the 10 mph pace after considering the critical speed and any factors requiring a speed lower than the critical speed. 3. The MEDIAN (MIDDLE) SPEED, or 50th percentile speed, represents the mid-point value within the range of recorded speeds for a particular roadway location. In other words, 50% of the vehicles travel faster, and 50% travel slower than the median speeds. This value is another measure of the central tendency of the vehicle speed distribution. 4. The 15th PERCENTILE SPEED is that speed at or below which 15% of the vehicles are traveling. This value is important in determining the minimum allowable speed limit, given that the vehicles traveling below this speed tend to obstruct the flow of traffic, thereby increasing the accident potential. 5. MODAL SPEED: The modal speed is the speed, which occurs most frequently in the distribution (the most). It serves as another useful measure in verifying the correct recommendation for speed limits. 6. STANDARD DEVIATION: This is a mathematical element, which relates to measures of dispersion of data. It is used to assist in describing the center of speed distribution information around the arithmetic mean or the time mean speed. It also is used in the overall review of recommended speed limits and serves to verify the level of confidence of data used in making recommendations. 7. The MEAN (AVERAGE) is the sum of the speeds of the samples divided by the number of samples. The numerical values of the above factors are derived from the speed distribution curves calculated for each survey location. These distribution curves represent a method of graphic analysis that compares the cumulative percentage of vehicles to the speed at which the vehicles are traveling. 6 Field Review In addition to the availability of the above statistical data, a significant aspect of speed limit recommendations is based on the field review. Its importance is that existing conditions may warrant a lower speed than is actually indicated by the application of survey data. Examples of the field data collected for the purposes of analyzing related roadway characteristics as they pertain to the determination of appropriate speed limits are listed below: 1. Segment length, width and alignment 2. Level of pedestrian activity 3. Traffic flow characteristics 4. Vertical and/or horizontal curves. 5. Driver sight distance constraints. 6. Adjacent residential/commercial/industrial etc. zoning. 7. Number of lanes and other channelization/striping factors 8. Frequency of intersections, driveways and on street parking; 9. Location of stop signs, traffic signals, and other regulatory traffic control devices; 10. Roadway conditions, bumps and dips; 11. Obstructions to pedestrian visibility; 12. Land use and proximity of schools; 13. Uniformity with existing speed zones to/with adjacent jurisdictions; 14. Any other unusual conditions not readily apparent to the driver. The results of the field review of related road/traffic variables are summarized on the Engineering and Traffic Survey forms found in the Appendix of this report. Accident History The Engineering and Traffic Survey forms summarize the available two-year accident information for the subject streets. The accident information includes the total number of accidents within each street segment and of those accidents, the number that are speed-related. This accident information was obtained from the Crossroads program by the City of Vernon. The annual accident rate figures represent the number of speed-related accidents divided by years of accident records. The evaluation of accidents is useful as a check on the accuracy of recommended or existing speed limits. Should this review show a high percentage of accidents associated with excessive speeds, consideration based on professional traffic engineering judgment should be directed toward reducing the posted or recommended speed limit. Results and Recommendations The following Summaries: No Speed Limit Changes, New Speed Limit Postings, and Summary of Recommendations present the results of the radar survey for the selected 44 locations. As shown, the Summary of Recommendations chart presents the necessary analysis elements that in addition to the field review of a registered traffic engineer led to the recommendations indicated. 7 Locations of"No Speed Limit Changes" The Summary indicates that 44 of the 46 segments studied are recommended for no speed limit changes. The reason centers mostly on the fact that the newly measured values of the 85th percentile and the 10 MPH pace are still within the parameters of the existing speed limits. Additional factors such as the presence of horizontal or vertical curves reducing sight distance form the basis for recommendation. Therefore, the current postings should remain. The segments recommended for"No Change"are listed below: 25th Street Alameda St to Santa Fe Ave Remain posted at 30 MPH 26th Street Santa Fe Ave to Soto St Remain posted at 30 MPH Soto St to Downey Rd Remain posted at 35 MPH Downey Rd to Bonnie Beach PI Remain posted at 35 MPH Bonne Beach PI to Pennington Way Remain posted at 35 MPH 37th Street Alameda St to Santa Fe Ave Remain posted at 30 MPH Santa Fe Ave to Soto St Remain posted at 40 MPH 38th Street Alameda St to Santa Fe Ave Remain posted at 35 MPH 55th Street Alameda St to Santa Fe Ave Remain posted at 35 MPH Alameda Street North City Limits to Vernon Ave Remain posted at 35 MPH Vernon Ave to Slauson Ave Remain posted at 35 MPH North City Limits to Slauson Ave (Westside) Remain posted at 40 MPH Alcoa Avenue Vernon Ave to Fruitland Ave Remain posted at 30 MPH Fruitland Ave to Slauson Ave Remain posted at 30 MPH Atlantic Boulevard North City Limits to District Blvd Remain posted at 35 MPH Bandini Boulevard Soto St to Downey Rd Remain posted at 45 MPH Downey Rd to Bonnie Beach PI Remain posted at 45 MPH Bonnie Beach PI to Pennington Way Remain posted at 45 MPH Boyle Avenue Vernon Ave to Leonis Blvd Remain posted at 30 MPH Leonis Blvd to Slauson Ave Remain posted at 35 MPH Slauson Ave to Randolph St Remain posted at 35 MPH 8 District Boulevard Downey Rd to Corona Ave Remain posted at 40 MPH Corona Ave to Atlantic Blvd Remain posted at 40 MPH Atlantic Blvd to East City Limits Remain Posted at 35 MPH Downed Washington Blvd to Vernon Ave Remain posted at 35 MPH Vernon Ave to Fruitland Ave Remain posted at 35 MPH Fruitland Ave to Slauson Ave Remain posted at 35 MPH Fruitland Avenue Santa Fe Ave to Soto St Remain posted at 35 MPH Soto St to Downey Rd Remain posted at 35 MPH Downey Rd to Corona Ave Remain posted at 25 MPH Corona Ave to District Blvd Remain posted at 30 MPH Leonis Boulevard Pacific Blvd to Boyle Ave Remain posted at 40 MPH Boyle Ave to Downey Rd Remain posted at 40 MPH Pacific Boulevard Santa Fe Ave to South City Limits Remain posted at 40 MPH Santa Fe Avenue North City Limits to 38th St Remain posted at 35 MPH 38th St to Fruitland Ave Remain posted at 35 MPH Fruitland Ave to South City Limits Remain posted at 35 MPH Slauson Avenue Boyle Ave to Downey Rd Remain posted at 35 MPH Soto Street North City Limits to Vernon Ave Remain posted at 35 MPH Vernon Ave to South City Limits Remain posted at 35 MPH Vernon Avenue Alameda St to Santa Fe Ave Remain posted at 40 MPH Santa Fe Ave to Soto St Remain posted at 30 MPH Soto St to Downey Rd Remain posted at 30 MPH Washington Boulevard Downey Rd to East City Limits Remain posted at 45 MPH Support Explanations for "No Speed Limit Changes" The following is a support explanation for the one roadway segment that the recommended speed limit is 5 mph or more lower than the newly measured 85th percentile speed. 9 Fruitland Avenue Downey Road to Corona Avenue This section of Fruitland Avenue is a two lane roadway. The adjacent land uses are industrial and business. The speed study resulted with an 85th percentile speed of 30.0 mph and a 10 mph pace range of 20 to 29 mph. Field notes state that the roadway has gradual horizontal bends at Carmelita Avenue and Corona Avenue and several blind driveways. The sight distance is limited at these curves and driveways. With those factors, it is recommended that the existing 25 mph speed limit be maintained. Locations of"New Speed Limit Postings" One of the forty-four roadway segments is currently not posted. Again, the newly measured values of the 85th percentile speeds and the 10 mph pace range were factors used to make these recommendations. It is noted that for each case, the recommendation to post is necessary to enhance the enforcement of the recommended safe speed limit. This segment is shown in the Summary of Recommendations beginning on page I I and as follows: Pennington Wgy 26th Street to Bandini Boulevard Install New Posting of 35 mph Support Explanations for "New Speed Limit Postings" Pennington Way 26th Street to Bandini Boulevard Pennington Way is a two lane roadway. This is a newly developed roadway has no posted speed signs, moderate vertical and horizontal curves and provides access between Bandini Boulevard and 26th Street. With the 85th percentile speed of 35.4 mph and a 10 mph pace range of 27 to 36 mph, it is recommended that a 35 mph speed limit be posted for this roadway. Locations of Speed Limit Reductions At one location,the Engineering and Traffic survey data indicates a need for a speed limit reduction. This segment and reason for the recommendation is explained below: 38th Street Santa Fe Avenue to BNSF Railroad/37th Street Reduce from 40 mph to 35 mph Support Explanations for " Speed Limit Reductions " 38th Street Santa Fe Avenue to BNSF Railroad to 37th Street This section of 38th Street is a two lane roadway that travels one way eastbound. This roadway has a gradual "C" curve that merges onto and becomes 37th Street. The adjacent land use is solely industrial. With the speed data resulting with an 85th percentile speed of 36.8 mph and a median speed of 31.8 mph, it is recommended that the existing 40 mph speed limit be reduced to 35 mph. 10 SUMMARY OF RECOMMENDATIONS EXISTING RECOMMENDE 85T" 10 MPH PERCENT SPEED D SPEED PERCENTILE AVERAGE PACE OF VEHICLES STREET LOCATION LIMIT LIMIT SPEED SPEED RANGE IN PACE RECOMMENDATION-JUSTIFICATION 25TH STREET ALAMEDA ST TO SANTA FE AVE 30 30 33.8 28.7 24-33 76.8 NO CHANGE-85T"PERCENTILE 26T"STREET SANTA FE AVE TO SOTO ST 30 30 34.7 30.0 27-36 78.9 NO CHANGE-85T"PERCENTILE SOTO ST TO DOWNEY RD 35 35 36.5 30.1 28-37 61.0 NO CHANGE-85T"PERCENTILE DOWNEY RD TO BONNIE BEACH PL 35 35 38.3 34.0 31-40 69.4 NO CHANGE-85T"PERCENTILE BONNIE BEACH PL TO PENNINGTON WAY 35 35 39.4 34.9 30-39 76.7 NO CHANGE-85T"PERCENTILE 37T"STREET ALAMEDA ST TO SANTA FE AVE 30 30 32.0 27.5 24-33 71.6 NO CHANGE-85T"PERCENTILE SANTA FE AVE TO SOTO ST 40 40 41.7 37.5 33-42 62.7 NO CHANGE-85T"PERCENTILE 38TH STREET ALAMEDA ST TO SANTA FE AVE 35 35 36.6 32.0 28-37 67.9 NO CHANGE-85T"PERCENTILE SANTE FE AVE TO BNSF RAILROAD/37TH ST 40 35 36.8 31.8 27-36 69.4 REDUCE-85T"PERCENTILE 55TH STREET ALAMEDA ST TO SANTA FE AVE 35 35 38.9 33.6 30-39 67.9 NO CHANGE-85T"PERCENTILE ll SUMMARY OF RECOMMENDATIONS EXISTING RECOMMENDE 85T" 10 MPH PERCENT SPEED D SPEED PERCENTILE AVERAGE PACE OF VEHICLES STREET LOCATION LIMIT LIMIT SPEED SPEED RANGE IN PACE RECOMMENDATION-JUSTIFICATION ALAMEDA STREET NORTH CITY LIMITS TO VERNON AVE 35 35 36.4 32.2 28-37 74.1 NO CHANGE-85T"PERCENTILE VERNON AVE TO SLAUSON AVE 35 35 38.6 34.1 30-39 69.3 NO CHANGE-85T"PERCENTILE (WESTSIDE) NCL TO SLAUSON AVE(NB ONLY) 40 40 41.9 36.3 32-41 65.4 NO CHANGE-85T"PERCENTILE ALCOA AVENUE VERNON AVE TO FRUITLAND AVE 30 30 31.4 27.1 23-32 76.0 NO CHANGE-85T"PERCENTILE FRUITLAND AVE TO SLAUSON AVE 30 30 34.9 29.6 27-36 73.6 NO CHANGE-85T"PERCENTILE ATLANTIC BOULEVARD NORTH CITY LIMITS TO DISTRICT BLVD 35 35 37.7 33.1 29-38 57.0 NO CHANGE-85T"PERCENTILE BANDINI BOULEVARD SOTO ST TO DOWNEY RD 45 45 45.2 39.0 36-45 55.0 NO CHANGE-85T"PERCENTILE DOWNEY RD TO BONNIE BEACH PL. 45 45 46.4 40.3 36-45 56.1 NO CHANGE-85T"PERCENTILE BONNIE BEACH PL.TO PENNINGTON WAY 45 45 45.8 38.2 33-42 56.1 NO CHANGE-85T"PERCENTILE BOYLE AVENUE VERNON AVE TO LEONIS BLVD 30 30 32.0 27.7 24-33 71.1 NO CHANGE-85T"PERCENTILE LEONIS BLVD TO SLAUSON AVE 35 35 39.4 35.0 31-40 76.8 NO CHANGE-85T"PERCENTILE SLAUSON AVE TO RANDOLPH ST(NB ONLY) 35 35 37.4 32.9 29-38 74.7 NO CHANGE-85T"PERCENTILE 12 SUMMARY OF RECOMMENDATIONS EXISTING RECOMMENDE 85T" 10 MPH PERCENT SPEED D SPEED PERCENTILE AVERAGE PACE OF VEHICLES STREET LOCATION LIMIT LIMIT SPEED SPEED RANGE IN PACE RECOMMENDATION-JUSTIFICATION DISTRICT BOULEVARD DOWNEY RD TO CORONA AVE 40 40 42.5 36.5 32-41 64.8 NO CHANGE-85T"PERCENTILE CORONA AVE TO ATLANTIC BLVD 40 40 41.9 36.1 33-42 63.7 NO CHANGE-85T"PERCENTILE ATLANTIC BLVD TO EAST CITY LIMITS 35 35 39.8 34.8 32-41 60.1 NO CHANGE-85T"PERCENTILE DOWNEY ROAD WASHINGTON BLVD TO VERNON AVE 35 35 37.9 33.3 30-39 68.5 NO CHANGE-85T"PERCENTILE VERNON AVE TO FRUITLAND AVE 35 35 38.5 32.5 27-36 64.5 NO CHANGE-85T"PERCENTILE FRUITLAND AVE TO SLAUSON AVE (SB ONLY) 35 35 39.9 34.7 32-41 74.4 NO CHANGE-85T"PERCENTILE FRUITLAND AVENUE SANTA FE AVE TO SOTO ST 35 35 36.2 30.6 26-35 76.6 NO CHANGE-85T"PERCENTILE SOTO ST TO DOWNEY RD 35 35 35.8 31.3 26-35 73.8 NO CHANGE-85T"PERCENTILE DOWNEY RD TO CORONA AVE 25 25 30.0 24.1 20-29 67.5 NO CHANGE-LIMITED SIGHT DISTANCE CORONA AVE TO DISTRICT BLVD 30 30 34.5 29.3 26-35 69.8 NO CHANGE-85T"PERCENTILE LEONIS BOULEVARD PACIFIC BLVD TO BOYLE AVE 40 40 40.9 35.7 34-41 64.6 NO CHANGE-85T"PERCENTILE BOYLE AVE TO DOWNEY RD 40 40 40.8 35.1 30-39 64.6 NO CHANGE-85T"PERCENTILE PACIFIC BOULEVARD SANTA FE AVE TO SOUTH CITY LIMITS 40 40 42.0 36.5 32-41 71.1 NO CHANGE-85T"PERCENTILE 13 SUMMARY OF RECOMMENDATIONS EXISTING RECOMMENDE 85T" 10 MPH PERCENT SPEED D SPEED PERCENTILE AVERAGE PACE OF VEHICLES STREET LOCATION LIMIT LIMIT SPEED SPEED RANGE IN PACE RECOMMENDATION-JUSTIFICATION PENNINGTON WAY 26 TH ST TO BANDINI BLVD NP 35 35.4 29.1 27-36 56.2 POST-85T"PERCENTILE SANTA FE AVENUE NORTH CITY LIMITS TO 38TH ST 35 35 37.8 33.9 29-38 69.8 NO CHANGE- 85T"PERCENTILE 38T"ST TO FRUITLAND AVE 35/*25 35/*25 38.4 34.2 31-40 73.6 NO CHANGE-85T"PERCENTILE FRUITLAND AVE TO SOUTH CITY LIMITS 35 35 39.0 34.8 31-40 83.1 NO CHANGE-85TH PERCENTILE SLAUSON AVENUE BOYLE AVE TO DOWNEY RD 35 35 38.7 33.1 31-40 71.7 NO CHANGE-85T"PERCENTILE SOTO STREET NORTH CITY LIMITS TO VERNON AVE 35 35 38.5 31.8 28-37 58.3 NO CHANGE- 85T"PERCENTILE VERNON AVE TO SOUTH CITY LIMITS 35 35 37.9 33.3 27-36 67.1 NO CHANGE- 85T"PERCENTILE VERNON AVENUE ALAMEDA ST TO SANTA FE AVE 40/25* 40/25* 40.7 36.6 33-42 73.6 NO CHANGE- 85T"PERCENTILE SANTA FE AVE TO SOTO ST 30 30 34.4 28.2 24-33 63.4 NO CHANGE- 85T"PERCENTILE SOTO ST TO DOWNEY RD 30 30 34.5 29.1 24-33 75.0 NO CHANGE- 85T"PERCENTILE WASHINGTON BOULEVARD DOWNEY RD TO EAST CITY L IMITS 45 45 45.9 39.9 36-45 62.3 NO CHANGE- 85T"PERCENTILE *25 =25 MPH"WHEN CHILDREN PRESENT"(SCHOOL ZONE) 14 APPENDIX A ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON 1 /2014 SURVEY BY: C. BUUENDIA T TO SANTA FE AVENUE HCI DATE : 5E ALAMEDA TIME: 1 :45 PM - 2:20 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF ALAMEDA DATE OF SURVEY 5/1 /2014 85th PERCENTILE 33.8 MPH 10 MPH PACE 24 - 33 MPH PERCENT IN PACE 76.8 POSTED SPEED LIMIT 30 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 2 TOTAL ACCIDENTS 4 ANNUAL ACCIDENT RATE 1 .00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.71 ACCIDENTS PER MVM SPEED RELATED ONLY TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 7,300 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL - ALAMEDA / SANTE FE CROSSWALKS AT ALAMEDA / SANTE FE PEDESTRIAN/BICYCLES YES / NO TRUCK TRAFFIC YES (HEAVY) ON-STREET PARKING YES OTHER MANY AREAS OF RED AND GREEN CURB ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.53 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS POOR SIDEWALKS/DRIVEWAYS YES / YES (MANY) STREET LIGHTING YES OTHER SINGLE DASHED CENTERLINE ADJACENT LAND USE INDUSTRIAL / RxR RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 30 mph is within 3.8 mph of 85th percentile speed and meets CVC standards. F = Fronting, NF = Non-fronting File: 25th 2014-01 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON ATE : 5/l 2014 SURME DEY BYTREET TO SC . BUENDIA VENUE HCI TIME: 1 :45 PM - 2:20 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100 .0% 58 x 100 .0% 57 x 100 .0% 56 x 100 .0% 55 x 100 .0% 54 x 100 .0% 53 x 100 .0% 52 x 100 .0% 51 x 100.0% 50 x 100.0% 49 x 100.0% 48 x 100.0% 47 x 100.0% 46 x 100 .0% 45 x 100.0% 44 x 100.0% 43 x 100.0% 42 x 100.0% 41 x 100.0% 40 x 100.0% 39 x 99.3% 38 x 98.6% 37 x 95.7% 36 x 94.9% 35 x 89.9% 34 x 85.5% 33 x 83.3% }PACE - - -85PCT 32 x 75.4% }PACE 31 x 72.5% }PACE 30 x 60. 1 % }PACE 29 x 52.2% }PACE 28 x 45.7% )PACE - - - -MEAN 27 x 36.2% }PACE 26 x 27.5% }PACE 25 x 23.2% }PACE 24 x 13.0% }PACE - - -15PCT 23 x 6.5% 22 x 3.6% 21x x 2.2% 20 1 .4% 1 0.7% 1 0.7% 1 0.0% 1 0.0% 1 0 .0% UPPER LIMIT 10 MPH PACE : 33 MPH LOWER LIMIT 10 MPH PACE : 24 MPH 85th PERCENTILE SPEED: 33.8 MPH PERCENT OVER PACE : 16.7 % MEDIAN SPEED : 28.7 MPH PERCENT IN PACE: 76.8 % 15th PERCENTILE SPEED: 24.2 MPH PERCENT UNDER PACE : 6.5 % 2.51h 201401 i � m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� �m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� �m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� �m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� �® m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� �m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■� �m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� �m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� �m 0■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� �m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� �m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■� �m mO■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■� �m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� �m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� � m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� �m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� �m 0■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■�� m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� mI■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�>■ �■■m mI■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■�� m%%I■■■■■■■■■■■■■■■■■■■■■■■■■■■�� L'im mI■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■v ��® m■I■■■■■■■■■■■■■■■■■■■■■■■■■■■■tI� mIIIIIIIIII■■■■■ ■■■■■■■■■■■■■■■■■■■■© ism ®IIIIII■■■■■■■■■■■■■■■■■■■■■■■■■■■E� ®%IJ■■■■■■■ ■■■■■■■■■■■■■■■■■■■■�� t1,� ® mIIII■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� mI■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� i�7m ®IIIII■■■■■■■■■■■■■■■■■■■■■■■■■■■�� m%IIIIIIII■■■■■■■■■■■■■■■■■■■■■■■E:� �'1� ® ®I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� ®II%■■■■■■■■■■■■■■■■■■■■■■■■■■■ �� !® ®►IIIII%GIIIIIII■■■■■■■■■■■■■■■■■■■■■fib ®%JIIIIII/I/I■■■■■■■■■■■■■■■■■■■■■■ice �1►7® mIII►I/II■■■■■■■■■■■■■■■■■■■■■■■■■�'�7 m%JI%II►■■■■■■■■■■■■■■■■■■■■■■■■ �I.� �f�m mIIIII■■■■■■■■■■■■■■■■■■■■■■■■■■■iG� mII%%III■■■■■■■■■■■■■■■■■■■■■■■■ t►� mIGIIIIII%IIIII/■■■■■■■■■■■■■■■■■■■■�� mIIII■■■■■■■■■■■■■■■■■■■■■■ ■■■■■iG� ��®®-- mIII/IIIII■■■■■■■■■■■■■■■■■■■■■■■■tl� ®/IIIII►III■■■■■■■■■■■■■■■■■■■■■■■■tom �i�® moa►.■■■■■■■■■■■■■■■■■■■■■■■■■■■�� mrra■■■■■■■ ■■■■■■■■■■■■■■■■■■■■�� m mrrrrG nr n■■■■■■■■■■■■■■■■■■■■�.� moGn a■■■■■ ■■■■■■■■■■■■■■■■■■■■© �r.+�m mrGG■or■■■■■■■■■■■■■■■■■■■■■■■■�►� mGro■■■■■■■ ■■■■■■■■■■■■■■■■■■■■�� yam mr■■■■■■■■■■■■■■■■■■■■■■■■■■■■■tip mG►■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� ism ®I►I■■■■■■■■■■■■■■■■■■■■■■■■■■■■© ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� Silk® ®I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ��® mI■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ��m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■try m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� t+gym mII■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ��m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� �m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� �m c • - ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON /2014 SURVEY BYT SANTA FE VEN C. BUO SOTO NDIA STREET HCI DATE : 5/11 TIME: 12:00 PM - 12 :30 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF HARRLETT DATE OF SURVEY 5/1 /2014 85th PERCENTILE 34.7 MPH 10 MPH PACE 27 - 36 MPH PERCENT IN PACE 78.9 % POSTED SPEED LIMIT 30 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 2 TOTAL ACCIDENTS 9 ANNUAL ACCIDENT RATE 1 .00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.53 ACCIDENTS PER MVM SPEED RELATED ONLY TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 81550 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL - SANTE FE / SOTO CROSSWALKS AT SANTE FE / SOTO PEDESTRIAN/BICYCLES YES / FEW TRUCK TRAFFIC YES (HEAVY) ON-STREET PARKING YES OTHER MANY AREAS OF RED CURB AREAS OF NO STOPPING ANYTIME ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.60 VERTICAL CURVE NONE (slight curve e/o Sante Fe) HORIZONTAL CURVE NONE (short gradual curve at Sante Fe) LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES / YES (MANY) STREET LIGHTING YES OTHER SINGLE DASHED CENTERLINE ADJACENT LAND USE INDUSTRIAL / BUSINESS RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 30 mph is within 4.7 mph of 85th percentile speed and meets CVC standards. F = Fronting, NF = Non-fronting File: 26th 2014-02 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI DATE: 5/l ET SANTA2014 SURVEYFErAVENUE TO C. BO STRND AEET TIME : 12 :00 PM - 12: 30 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 x 100.0% 55 x 100 .0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 x 100.0% 50 x 100.0% 49 x 100 .0% 48 x 100 .0% 47 x 100.0% 46 x 100.0% 45 x 100.0% 44 x 100.0% 43 x 100-0% 42 x 100.0% 41 x 100.0% 40 x 99.3% 39 x 97.2% 38 x 95. 1 % 37 x 94.4% 36 x 91 .5% }PACE 35 x 86.6% }PACE 34 x 81 .7% }PACE - - -85PCT 33 x 75.4% }PACE 32 x 66.9% }PACE 31 x 62.0% }PACE 30 x 50.0% }PACE - - - -MEAN 29 x 33.8% }PACE 28 x 24.6% }PACE 27 x 18.3% }PACE 26 x 12 .7% - - .15PCT 25 x 9.9% 24 x 7.0% 23 x 4.2% 22 x 2 .8% 21 ix 0.7% 20 x 0.7% 19 x 0 .0% 18 x 0 .0% 17 x 0 .0% 16 x 0 .0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 36 MPH LOWER LIMIT 10 MPH PACE: 27 MPH 85th PERCENTILE SPEED : 34.7 MPH PERCENT OVER PACE : 8 .5 % MEDIAN SPEED : 30 .0 MPH PERCENT IN PACE: 78 .9 % 15th PERCENTILE SPEED : 26.4 MPH PERCENT UNDER PACE : 12 . 7 % 26th 2014-02 m■■■■■■■■■i■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ice �m mars■■■■■■■■■■■■■■■■■■■■■■■■■■■■© mi■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� m mill►■■■■■■■■■■■■■■■■■■■■■■■■■■�� marr■■■■■■■ ■■■■■■■■■■■■■■■■■■■■E� ��m ®I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■tom ®IIIIIIII■■■■ ■■■■■■■■■■■■■■■■■■■■t►� ice ® mII/II►III■■■■■■■■■■■■■■■■■■■■■■■■tl� mI/►II/■■■■■■■ ■■■■■■■■■■■■■■■■■■■■iF� i'11m ®IIIIII■■■■■■■■■■■■■■■■■■■■■■■■■■■�� ®IIIIIII/IIIIIJIIII■■■■■■■■■■■■■■■■■■■■■�:� �F�® ®III%II■■■■■■■■■■■■■■■■■■■■■■■■■� ®III/■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■ilk ism ®II%%IIIIII/IIIIIII■■■■■■■■■■■■■■■■■■�FJ ®IIIII/II■■■■■■■■■■■■■■■■■■■■■■■■■© iir7® mII/AIIIIIII►I►IIri■■■■■■■■■■■■■■■■■■® mI/I%IIIII%�JIIIII■■■■■■■■■■■■■■■■■■■t1� irx�m mIIIIAII/III/III/I■■■■■■■■■■■■■■■■■■■■■f•7 mIIIIIIII■■■■f■■■■■■■■■■■■■■■■■■■■■t! ism mrirl..■■■■■■■■■■■■■■■■■■■■■■■■■■�� mrrill.■■■■■■■■■■■■■■■■■■■■ ■■■■■� ��m mrrrr.►.o■■■■■■■■■■■■■■■■■■■■■■■■�� mrr■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� tam ®i%■■■■■■■■■■■■■■■■■■■■■■■■■■■■�i ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ t•� tip® c • • I- ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI 2D6ATTE: 5�2014 SURVEY B SOTO ED TO DOWNEY C. BUENDIAROAD TIME: 11 :20 AM - 11 :50 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY NORTH OF SIERRA PINE DATE OF SURVEY 5/1 /2014 85th PERCENTILE 36.5 MPH 10 MPH PACE 28 - 37 MPH PERCENT IN PACE 61 .0 % POSTED SPEED LIMIT 35 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 1 TOTAL ACCIDENTS 9 ANNUAL ACCIDENT RATE 0,50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.20 ACCIDENTS PER MVM SPEED RELATED ONLY TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 81900 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL - SOTO CROSSWALKS AT SOTO PEDESTRIAN/BICYCLES NO / NO TRUCK TRAFFIC YES (HEAVY) ON-STREET PARKING PARTIAL OTHER MANY AREAS OF RED CURB AREAS OF NO STOPPING ANYTIME / RxR XINGS ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.78 VERTICAL CURVE NONE HORIZONTAL CURVE SLIGHT-GRADUAL BEND AT SIERRA PINE AND WEST OF DOWNEY LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS PARTIAL / YES (HEAVY) STREET LIGHTING YES OTHER SINGLE DASHED CENTERLINE ADJACENT LAND USE INDUSTRIAL / RxR XING RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph is within 1 .5 mph of 85th percentile speed and meets CVC standards. F = Fn ng, NF = Non-fronting File: 26th 2014-03 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI DATE:ST5/1E/2 14 SURVEY BY: TO DO CNBUENDAD TIME: 11 :20 AM - 11 :50 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 511 x 100.0% 50 x 100.0% 49 x 100.0% 48 x 100.0% 47 x 100.0% 46 x 100.0% 45 x 100.0% 44 x 100.0% 43 x 100.0% 42 x 100.0% 411 1 x 98.8% 40 x 97.6% 39 x 94.5% 38 x 93.3% 37 x 89.0% }PACE 36 x 81 .7% }PACE - - -85PCT 35 x 79.3% }PACE 34 x 72.0% }PACE 33 x 70.1 % }PACE 32 x 65.2% }PACE 311 Ix 61 .0% }PACE 30 x 48.2% }PACE - - - -MEAN 29 x 37.8% }PACE 28 x 32.9% }PACE 27 x 28.0% 26 x 22.6% 25 18.3% 24 x 14.6% - - -15PCT 23 x 11 .0% 22 x 9.8% 21 x 7.9% 20 x 7,3% 19 x 6.7% 18 x 5.5% 17 x 4.3% 16 x 2.4% 15 x 1 ,2% UPPER LIMIT 10 MPH PACE: 37 MPH LOWER LIMIT 10 MPH PACE: 28 MPH 85th PERCENTILE SPEED: 36.5 MPH PERCENT OVER PACE: 20.7 % MEDIAN SPEED: 30. 1 MPH PERCENT IN PACE: 61 .0 % 15th PERCENTILE SPEED: 24. 1 MPH PERCENT UNDER PACE: 28.0 % 26th 2014-03 - AA AA AA A• R. __ . . ► CL>�Sii111 � ' • i lath ON SENSE �� m■.■.■■..■■■■■■■■■■n■■■■■■■.■■� m■■■■■.■■■■■■■.■.■■■■■■■■■■■■■■� ■rEfl m.............�..........■■■...... ®�.........■.■.................� �� m.N■..■....■■ ■■■■.■■■■.■■.■..lRR� m ................■.......■.■..� !gym ■■■■■.■■■■■■■■■■■■■■.■■..■■.■■■.� m..■■■.■..■.■■■■.■/■■.■■■■■■..■� .■�to m■■■■■.■..■.■■■■■■.■■■■■■■■■■■■!� m■/■■■■■■■■.■.■■.■■■■..■■■■■■■■r go SENSE" m■.■.■.■■■■.■■■/■■.■■■.■■.■■.■..� m.■.■.■■/■■.■..■.■■....■■■.■.■■!� SENSR" i7■■■.■■■.■.■■■■■■■■■■■■■.■.■■■■.� m.■■■■■■■■■ .■■■■.■.■■■■■■..■.■■.� .gym m■/■.■■■.■...■■■■■.■■■■.........� R{iI/I■■■.■■■.■■■■■.■..■..■.■.■■■■lRR �! 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BUENDIA TIME: 10:45 AM - 11 : 15 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY WEST OF INDIANA DATE OF SURVEY 5/1 /2014 85th PERCENTILE 38.3 MPH 10 MPH PACE 31 - 40 MPH PERCENT IN PACE 69.4 POSTED SPEED LIMIT 35 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 1 TOTALACCIDENTS 3 ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0, 13 ACCIDENTS PER MVM SPEED RELATED ONLY TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 7,650 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL - BONNIE BEACH CROSSWALKS NONE PEDESTRIAN/BICYCLES FEW / NO TRUCK TRAFFIC YES (HEAVY) ON-STREET PARKING NO (WB) / YES (EB) OTHER NO SHOULDERS (WB) / NO STOPPING ANYTIME (WB) AREAS OF RED CURB EB ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 1 .36 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS PARTIAL / FEW STREET LIGHTING YES OTHER 2 WAY LEFT TURN LANE / SOLID DBL YELLOW CENTERLINE ADJACENT LAND USE INDUSTRIAL / RxR (parallels) RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 36 mph is within 3.3 mph of 85th percentile speed and sleets GVG standards. F = Rooting, NF = No fmfing File: 26th 2014-04 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON STREET TS E2�4 SURVEY EY BY: ROAD TO BOC. BUENDfABEACH PLACE HCI DATE: TIME: 10:45 AM 11 :15 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 Y 100.0% 55 x 100.0% 54 100.0% 53 100.0% 52 100.0% 51 1100,0% 50 x 100.0% 49 x 100.0% 48 x 100.0% 47 X 99.4% 46 x 99.40/ 45 x 98.7% 44 x 98.1 % 43 x 95.5% 42 x 92.4% 41 x 92.4% 40 x 91 .7% }PACE 39 x 87.3% )PACE 38 x 84.1 % }PACE - - -85PCT 37 x 77.7% )PACE 36 x 66.9% }PACE 35 x 56,7% }PACE 34 x 49.7% }PACE - - -MEAN 33 x 40.1% }PACE 32 x 33.8% }PACE 31 x 29.3% )PACE 30 x 22,3% 29 A 18.5% 28 x 15.9% 27 x 15.9% 26 x 12.1 % - - -15PCT 25 x 10.8% 24 x 7.6% 23 x 5,7% 22 x 5.1 % 21 x 3.2% 20 x 2.5% 19 x 1 ,3% 18 x 0.6% 17 x 0.6"la 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 40 MPH LOWER LIMIT 10 MPH PACE: 31 MPH 85th PERCENTILE SPEED: 38.3 MPH PERCENT OVER PACE: 8.3 % MEDIAN SPEED: 34.0 MPH PERCENT IN PACE: 69.4 % 15th PERCENTILE SPEED: 26.8 MPH PERCENT UNDER PACE: 22.3 % gem 2014-04 m■■i■■/■■■■■/■■■■■■■■iiii■■■i■■NNI m■■■■■■ii■■■■■■■/■■■■■■i■■■■■■■Ni• Ni•[Q] m■■■■■■■■i■i■■■■■■■■■■■■■/■■■i■� tom]■ii■ii■iii■i/i■■i/i■iii■■■i/■■NNI NNIm ®■ii■■■■■■■/■■■■■■■■■■■■i■■■■■/NNI ®■■■■i■■■■■■■■■■■■■■■■i/i■■i■■■NNI NNI® m■■■■■■■■i■ii■■■■■i■/■■i■■■i■i■NNI m/■■■i■■i■■■■■■■■i/■■■■■■i■■■■■NNI NNIQ� m■■■■■■i■■■■■■i■■i■■■■■■i■■■i■/NNI Lk]■■■■■■■■■■■■■■i■■■■■■■■■i■i■■iNNI NNIm ■■■■■■■■■■■■i■i■ii■■■■■i■■■i■/NNI mI■■iiii■■■■■ ■■■■ii■■■i■i■■i■■NNI NNIQ=] m■■f■■f■■■■■i■■■■■■i■■■■■■■■■■■NNI mG■■■■■i■■■■■■■■■■■■■■■■■■■■■■■NNI NI>iQ� m■■i■i■■■i■■■■i■■■■■■■■■■■■■■■■NN mG■■■■■■■■i■■■■■■■■■■■■■■■■■/■■NNI N.i•m mG■N■■■■■■■i■■■■■■i■■■i■■■■/■/© �GII■i■/i■■■/iiii■ii■■■i■i■■i■■■i/N1 ii■m mIII■■■■■■i■■■ii■■■■■■■■■■■■■■■■irrNt mGIIII■■■■■■■■■■i■■■■■■■■■■■■i■■ifG� i��m m■i/■■ii/i■■i/■■ii■■ii■iiii■i■/ice m%■■■■■■/■i■■■■■■ii■■■■■i■■■/i■NNI NNIm �IIIIIII■■■■■■ ■i■■■■■■■■■■■■■■■■■■iC� mGGG■■■■■■■■■■■■■■■■■■■■■■■■■■■iFNI ism mG%I■■N/i■■■■i■i■ii■/■■■i■■/■/i�� mGI■■i■■ii■/iiii■i■i■■■iii■i■■■f�NtiFNtm mGiII►III■■■i■■i■i■i■■■i■iiii■■■■■© IVDU.GGGG■■■■■/ii■■■■■i■■■i■i■■■■iNNfi•�m mGIIG►IIIIG/IIIG■■■■■■■■■■■■■■■■i■i■it[.7 mGt%�I%%I■■■/i■ii■■■i■■■i■i■■■■iii i•fiNm mG►IIGGGGIi■■iiii■■■ii■i■■■■■■■■E1• mIIIIIIOIII►JG■■■■■■■■■■i■■■■■■■■i■■i■:� i1[r!m ®GIIGI/I/III■■■■■i■i■■■■■■■■i■■ii■il:i• ®GII►■■/■i■■/■■■i■i■i■/i■i■■i■■■Ei i11•® M Me m►.r nGrn n■■■■■■■■■■■■■■■■■■■■its mGGoiG■i■■■■■i■■■■■■■■i■i■■■■■■ice i•C�m mI/1IIIII■■■/i■/i■i■i■■■i■■■■■i■■i■i<� mIIG%O ■iii■■■■i/i■■■■i■i■/■■iii•6� .•[7® ®//IIIII/I■i■/i■■■■■■■■/■ii■■■i■iiiiiNl ®G1%i■/i■■i/■i■■/■i■■■■■■■■■■■■E� ice® ®GGIIIJNi■■■■■■■■i■■i■■i■■■■■■■fE� ®GIIGIIIII■■ii■■■■■■■■■■■■■i■■■■■iit/>• i11N1® mGII►I■■■/■■ii■■■■■/■■■i■■■■■■■■iG>f mGII■■■■i■■■■■■i■■■■■■■■■■■■■■■■i<►Ntit►�m mIIII/N■■/■■■■■■■■■■i■iiii■■■ii■i<rNt mI1lliii/i■i■/i■■i/■i■■■■■■■/■i■ii0 iCNtm m■i■■■■■■■■■■i■■■■■■■■■■■■■■■■■i<�� m/■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ice i<.�m ®II■■■■i■■■■■■■i■■■■i■■■/■ti■■■ii•N I�G►►Irlr/■i■i/i■■■■■ii■■■ii■■ii■iiF� itN•F37 mGi■■■■■■i■■■■■■■■■■i■■■■■■i■■■i•N mG■i■■■■■i■/iii■■■■■■■■i■i■■i■iNi• ©Q/ ®//I■■■i■■/■■■■■■i■i■■■■■■i■■■■i■i•NI ®GJGIII■■■i■■■■■■■■■■i■■■■■i■■■■■i['i ia�3 m■■/N■■/■/■■/i■■i■■i■i■i■■■i■■i• m%�IIIi■■■■■■/■■i■■■■i■■■■■■■■■■■itNti�7m ®■■■N■■■■■■■■■■■■■■■■■■■■■■■■■NNI ®IIII■■■■■■■■■■■■■■■■i■i■ii■i■■iN:1• firm ®■■i■■■■/■■■i■■i■i■iiii■■■■■■■ii• ®Gi■■■i■■ii/■i■■■■i■■■i■i■/i■i■N� iii® m■■/■■■■■■■■■/i■ii■■■■■■i■■■■■■i• mGI■■■/i■i■/■ii■■■i■■■i■■■■i■i■ir[i• ©m m■■■■■■■/■■■■■i■■■iiii■/iiii/i■NNI mII■i■i■■■ii/i■i■/i■■■■■i■■■ii■■.•� iti•m m■■■■■■■■■■■■■■■■■■■■■■■■i■■■i■NNI m■■■■i■■■i■■■■■i■■■i■■■■i■■■i■■iH)• iN•m m■■/i■■■■■■■i■■i■■■■i■■■■■■■/■■NNI fFlGi■i■■■■■■i■iii/ii■i/■i■i■ii ii1N ii�m . . ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON 2ATE: 52014 SVEY BY: C BUENDIA ET BNNIE BEACH PLACE TO URENNINGTON WAY HCI D TIME: 10:00 AM - 10:30 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF BONNIE BEACH DATE OF SURVEY 5/l /2014 85th PERCENTILE 39.4 MPH 10 MPH PACE 30 - 39 MPH PERCENT IN PACE 76.7 POSTED SPEED LIMIT 35 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 1 TOTAL ACCIDENTS 4 ANNUAL ACCIDENT RATE 0,50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0. 16 ACCIDENTS PER MVM SPEED RELATED ONLY) TRAFFIC FACTORS . AVERAGE DAILY TRAFFIC 41200 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL - BONNIE BEACH CROSSWALKS NONE PEDESTRIAN/BICYCLES NO / NO (WB) - FEW / NO (EB) TRUCKTRAFFIC YES (HEAVY) ON-STREET PARKING NO (WB) / YES (EB) OTHER MANY AREAS OF RED CURB (EB) ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 1 ,98 VERTICAL CURVE NONE HORIZONTAL CURVE NONE (Except curve onto Pennington) LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR-POOR SIDEWALKS/DRIVEWAYS NO / NO - YES / YES STREET LIGHTING YES OTHER 2 WAY LEFT TURN LANE ADJACENT LAND USE INDUSTRIAL /BUSINESS / RxR (parallels) RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph is within 4.4 mph of 85th percentile speed and meets CVC standards. F = Fm ng, NF = Non4 mVng File: 26th 2014-05 RADAR SPEED DISTRIBUTION SHEET JJ CITY OF VERNON = j CI DATE: 5/STREET SURVEY BY: PLACE TO C. 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BUENDIA TIME : 12: 15 PM - 12 :45 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY WEST OF SANTE FE DATE OF SURVEY 4/17/2014 85th PERCENTILE 32.0 MPH 10 MPH PACE 24 - 33 MPH PERCENT IN PACE 71 .6 % POSTED SPEED LIMIT 30 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 1 TOTAL ACCIDENTS 5 ANNUAL ACCIDENT RATE 0. 50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.61 ACCIDENTS PER MVM SPEED RELATED ONLY TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 41300 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL - SANTE FE, STOP - ALAMEDA CROSSWALKS AT SANTE FE PEDESTRIAN/BICYCLES FEW / FEW TRUCK TRAFFIC YES (HEAVY) ON-STREET PARKING YES OTHER AREAS OF RED AND GREEN CURB ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.52 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES / YES (HEAVY) STREET LIGHTING YES OTHER SINGLE DASHED / DBL YELLOW CENTERLINE ADJACENT LAND USE INDUSTRIAL (dense) /BUSINESS RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 30 mph is within 2.0 mph of 85th percentile speed and meets CVC standards. File: 37th 2014-06 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI 37TH STREET ALAMEDA STREET TO SANTA FE AVENUE DATE: 4/17/2014 SURVEY BY: C. BUENDIA TIME: 12: 15 PM - 12 :45 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 x 100.0% 50 x 100.0% 49 x 100.0% 48 x 100.0% 47 x 100.0% 46 x 100.0% 45 x 100.0% 44 x 100.0% 43 x 100.0% 42 x 100.0% 411 x 100.0% 40 x 100.0% 39 x 99.4% 38 x 99.4% 37 x 98. 1 % 36 x 96. 1 % 35 x 94.8% 34 x 93.5% 33 x 89.0% }PACE 32 x 85.2% }PACE 31 x 78.7% }PACE - - -85PCT 30 x 72.3% }PACE 29 x 63.2% }PACE 28 x 55.5% }PACE 27 x 43.9% }PACE - - - -MEAN 26 x 36.8% }PACE 25 x 30.3% }PACE 24 x 22.6% }PACE 23 x 17.4% 22 x 13.5% - - -15PCT 21 x 8 4% 20 x 5.8% 19 x 2 6% 18 x 1 .3% 17 x 0.0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 33 MPH LOWER LIMIT 10 MPH PACE: 24 MPH 85th PERCENTILE SPEED: 32.0 MPH PERCENT OVER PACE: 14.8 % MEDIAN SPEED : 27. 5 MPH PERCENT IN PACE: 71 .6 % 15th PERCENTILE SPEED: 22 .4 MPH PERCENT UNDER PACE: 17.4 % 37th 201406 1 • • ^ .44; r � NINE ®■ENMOM■ENOEN■EM■!1■OEtEE■N!t■■® ®■EMN1M■M■MNE11lM1OE■■■M■NN■NEO m Ul EN■O■■■■.MM■MM■!■■■1!!■■■!■■■i mM■M■MEEO■■OMM■■M■M■ME■M■■■■ONMi im "SEEN EMM■■EMEMEME■....1........i MMEM■MEMO■.M.M■M.MEMEMEMEM.EONNi wm m■EM■!■■■■N■■.■M■ME■NEEE■E■tM■■� mMEM■ME■■■■■M.MMIMMMM■M..!■OMEN i w® m■N■■M■1■■■■.■■NE■■E■.!■.■O■■■■� mMEM.M■MM■1■!■■■OM■■EN■M■!■■M■Ei wm ®■■EEMOEEEIMEOEMEMEEEEEE■EMt.E■i ®■!n■.■M1MEE M■MMMM■MO■ME■MEMi m NEON�■MEN O■■E1M■E■■■■M■■O■■■■■i mM■M■M■■■■OEM E!■■NE■■■NM■■■■■■Mi wm MOORE NM.!■MM■ENN!■E■.!■EO■!■■Mi MM■NMMMEMM■MEMM■■MEMOMME■fONONNi w® MESON E■NEE E■■■■N.MO■N■■E■E■■■MEi ®.■M■■■■E■■EE■■■■■■■ME■■■.■■■■ i w® "NONE ORoss NM■■M■■EM1EMt■■■■ME■Mi ®■■l NEON O■E■■OM.■■■MOMEMME■■N■Ei wm "Nunn NMNEE ME.■1N.MM■ONEM■E■■E■E� m■■■■■■■■■■■.M1■■■MEE■■N■!■EOOE � wm m■N■MEN NNE E■■.■ME■■EM■E■■MME■■■� m■.■■E■N■■■N■M■E■OMEN■■N■M■■N■!� wry MEMNMMNMMMME■fMtMMOOEMMOOMEEEi mEEMME■Et■EMME■MEMM■MEENo MEONEi im KMN■NN■■E!■O■M■■M■■M■■EMM■■■■MEMi mt■E■■■N■■■E OMEN■■M■M■■NNE■■O■.i wm m■■■EE OMEN MM■■ON■■O■M.MNnn■p m.MENNENEMEEOOMEMEE■la.MEME1ONEi wm "MEMO M■ENE.■M■■MEMO■M■■■■■E■■■E ■M■■■■■■■■■O■■EM■■■NOON M■■E■■i wcfl m■■EME■N■■ E■M■N■E■E■MOM■■■E■■■.EE!■■O■■i wm &MENNENMEMEOM■EENEtM■OMlEMOEM■EEi mEMOMMEEEEEnOMM■NO■EME 0 aEONEi =m m■M■NME■■■EM■E■MEM■■M■EE■ ■■■EMi m■NE ENE■■■EMONSOON M■E■■M■M■NN■.i m■EEOENI■EM■■E1ME■MEMEEEM�■NEES t�l■N.E ENE MMM SOMEONE E1EEn0lMEO■ti wm M■N■MEO■EEE■■M■N■M■■M■M■..■■N■■ mr/.■■E■■EE■■NONE■NE■.■. ■■.■N■■�� m m■■■ME■■■■O■■E■MM■■1■■!■■E■EM■■i MONO■OE■■1■■■MO■■■■0 ■t■■O■E</>f om m%1MM Na ONES E1M■MOMMENEMtMNON■MNONo f'�m KMOMMOM■N.EOEE■■N■E■■■Mt■■ME■■EN M/I/E■MEN N■■O■■■MO■M■E■■M■E■NMO.f7� Elm mIIEEM m/MNMOENMMME■M.EM■.ME■ME■EM■N■.�� it•m "OMENEEE NONE■■NE!■■O■EM■■■.EE �� CA NONE EE■■■N■MEMOS E■■E■MMEONNi �it•m MROME.■■C■OMM■■E■ME■■■M■E■EM■■��r! moo IIMENO■son E■■■MO■■■ME OMEN EN■E� ■M7® EMOOMFENEE 19MJIIM■1E■■■NEO■■MEM■■ME■■OENO■MN '� t►>• ®OOOM■■■E■■■■■■M1tE1■E! 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BO NODTO STREET TIME: 12:55 PM - 1 :30 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF 38TH DATE OF SURVEY 4/17/2014 85th PERCENTILE 41 .7 MPH 10 MPH PACE 33 - 42 MPH PERCENT IN PACE 62.7 % POSTED SPEED LIMIT 40 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 1 TOTAL ACCIDENTS 8 ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0. 13 ACCIDENTS PER MVM SPEED RELATED ONLY TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 177300 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL - SOTO / SANTE FE / JEW EL-SEVILLE CROSSWALKS AT SOTO / SANTE FE / JEWEL-SEVILLE PEDESTRIAN/BICYCLES YES / YES TRUCK TRAFFIC YES (HEAVY) ON-STREET PARKING YES OTHER AREAS OF RED CURB RxR XINGS ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.60 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES / YES (MANY) STREET LIGHTING YES OTHER 2 WAY LEFT TURN CENTERLANE ONE WAY STREET EB 38TH ST TO SANTE FE ADJACENT LAND USE INDUSTRIAL /BUSINESS RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION : The recommended 40 mph is within 1 .7 mph of 85th percentile speed and meets CVC standards. File: 37th 2014-07 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON STREET 14 SURVEY FB C O B AVENUE TO O ND ASTREET HCI DATE : TIME: 12:55 PM - 1 :30 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 x 100.0% 50 99.4% 49 x 98.8% 48 x 98. 1 % 47 x 95.7% 46 x 95.0% 45 x 93.8% 44 x 92.5% 43 x 89.4% 42 x 86.3% }PACE 41 x 82.0% }PACE - - -85PCT 40 x 74.5% }PACE 39 x 63.4% }PACE 38 x 52.8% }PACE 37 x 47 .2% }PACE - - - -MEAN 361 x 40.4% }PACE 35 x 36.6% }PACE 34 x 30.4% }PACE 33 x 28.6% }PACE 32 x 23.6% 31 Ix 21 . 1 % 30 x 14.9% - - -15PCT 29 x 11 .8% 28 x 8.7% 27 x 6.2% 26 x 5-0% P x 4.3% x 2.5% x 2.5% x 1 .2% x 1 .2% x 0.6% x 0.0%x 0.0% x 0.0% 16 x 0.0% 15 x 0 .0% UPPER LIMIT 10 MPH PACE: 42 MPH LOWER LIMIT 10 MPH PACE: 33 MPH 85th PERCENTILE SPEED: 41 . 7 MPH PERCENT OVER PACE: 13.7 % MEDIAN SPEED: 37.5 MPH PERCENT IN PACE: 62.7 % 15th PERCENTILE SPEED: 30.0 MPH PERCENT UNDER PACE: 23.6 % 37th 2014-07 MOM Rely ; �111 m.....■.■..■■■■..■..■■■■■■■■■..MOMMI m■■.■■.■■■■■■Oa■■■■■. .■.■■■■■■■ui u•m F ......■■■■.■■.■aE.E.E.■.■.■■■.SEEN m■ESEE■■.■■■.■■■.■■■Ea■.■..■■■■ui Cil ..............■............... ..............................� Cm m.ammo■■.MO...■O...E■■■M.■■..N■r m.M■.■.M.N..nE.M■..SaOE■.a..■� �m m..............................� ®.■MMMM■■M■.■■.MM■O■■...■M.■■E.u� uM■m m►I.............................tom m................■....ONE.a.■..� mIII.............................�� m.....................SEES.....I t�< 7 KnOWI..aa..a.■.■■a■.■■■■.na■■■■� m■■■■.■■■■■.■af■.■■■■ son.■■■■.NINE m■■M.MME■OMM■■■. ■ ■MEMO■■ui a■O■m m■■N. ■■MEN■■ME■aE..MEE.NEE.E■!i•>• mII►IN■■■■■■■■N■.■■.■SM=MEaEMEa.a mIIIM..�.■■■■■■■■O■■■■E■EMOMM.MNOWi m.NE■■■■■■■■■■■M■■■■■■M■■.■■■■.Ni>• E��m maIIII■■■...■.■.■■■.■NEMESES.■.■■E'N mI/I■■■■■.■■...■■.■M■■.■O■■■..■■.� DO mE■■.■E■■.■■■Sa■■■.E■■■■■1a■■■.■G>• mllaaIIII■na.■■ON■..■M.M.O■■.■■■■F� ©m m.I/II//■■■■■■.M■■■■■■■EMEM■M■■■■■ mIosom■■ME■■.■■a■■a■■■..■■■.■M■.ate maallaaaN..■.N.MO.N.O...■O■. 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BUENDIA TIME: 11:45 AM - 12:30 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF ROSS DATE OF SURVEY 6/17/2014 85th PERCENTILE 36.6 MPH 10 MPH PACE 28-37 MPH PERCENT IN PACE 67.9% POSTED SPEED LIMIT 35 MPH ACCIDENT HISTORY NO.OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 2 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH.MILES 0.00 ACCIDENTS PER MVM SPEED RELATED ONLY TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 7,700 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL-ALAMEDA/SANTA FIE CROSSWALKS AT ALAMEDA/SANTA FE PEDESTRIAN/BICYCLES FEW/FEW TRUCK TRAFFIC YES(HEAVY) ON-STREET PARKING NO OTHER NO STOPPING ANYTIME MANY AREAS OF RED CURB ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.52 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/YES STREET LIGHTING YES OTHER SINGLE DASHED CENTERLINE ADJACENT LAND USE INDUSTRIAL RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph is within 1.6 mph of 85th percentile speed and meets CVC standards. File: 38th 2014-45 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HC'I 38TH STREET ALAMEDA ST TO SANTA FE AVE DATE: 6/17/2014 SURVEY BY: C. BUENDIA TIME: 11:45 AM - 12:30 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 x 100.0% 50 x 100.0% 49 x 100.0% 48 x 100.0% 47 x 100.0% 46 x 99.3% 45 x 98.5% 44 x 98.5% 43 x 98.5% 42 x 97.1% 41 x 96.4% 40 x 94.9% 39 x 92.0% 38 x 88.3% 37 x 86.1% }PACE 36 x 83.2% }PACE ---85PCT 35 x 77.4% }PACE 34 x 73.7% }PACE 33 x 61.3% }PACE 32 x 49.6% }PACE ---MEAN 31 x 46.7% }PACE 30 x 38.0% }PACE 29 x 29.2% }PACE 28 x 23.4% }PACE 27 x 18.2% 26 x 16.1% 25 x 9.5% ---15PCT 24 x 7.3% 23 x 7.3% 22 x 5.8% 21 x 3.6% 20 x 2.2% 19 x 0.7% 18 x 0.0% 17 x 0.0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 37 MPH LOWER LIMIT 10 MPH PACE: 28 MPH 85th PERCENTILE SPEED: 36.6 MPH PERCENT OVER PACE: 22.6 % MEDIAN SPEED: 32.0 MPH PERCENT IN PACE: 67.9 % 15th PERCENTILE SPEED: 25.8 MPH PERCENT UNDER PACE: 18.2 % 38th 2014-45 0 - I ' NUMBER 0 mr■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� mr■■■■■■■■■■■■■■■■■■■■■■■■■■■■■gym tc�m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■sue mo■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� m ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� m►■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� sum m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� m■►ii■■■■■■■■■■■■■■■■■■■■■■■■■■■�� sum mii►■■■■■■■■■■■■■■■■■■■■■■■■■■■�� mii►►i■■■■■■■■■■■■■■■■■■■■■■■■■© t-gym mI%IIIJ►JIII/I■■■■■■■■■■■■■■■■■■■■■■ mIIIII/Ili/I/II/I/I■■■■■■■■■■■■■■■■■■■■■`� ��Im ®■/II/IIIIIJIIII►I■■■■■■■■■■■■■■■■■■■�1� ®III//III■■■■■■■■■■■■■■■■■■■■■■■■■© �r�%l® ®�JI/II■■■■■■■■■■■■■■■■■■■■■■■■■■L'! ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■t•� tom® mini►■■■■■■■■■■■■■■■■■■■■■■■■■�� m►Ii■rrrr■■■■■■■■■■■■■■■■■■■■■■■ice �►�m mroiiirr■■■■■■■■■■■■■■■■■■■■■■■�� mr.►�irr■■■■■■■■■■■■■■■■■■■■■■■■■sue �rr�m m►.o■■■■■■■■■■■■■■■■■■■■■■■■■■■■try miir►ii■■■■■■■■■■■■■■■■■■■■■■■■�r.� - m mrii■■■■■■■■■■■■■■■■■■■■■■■■■■■�� miiir.►r■■■■■■■■■■■■■■■■■■■■■■■■t►� EM=m ®rr■■■■■■■■■■■■■■■■■■■■■■■■■■■■�►� mr■■■■■■■■■■■■■■■■■■■■■■■■■■■■■gym ��® m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� mra■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� mom® ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ml►►■■■■■■■■■■■■■■■■■■■■■■■■■■■icy ��m ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI 38TH STREET SANTA FE AVE TO BNSF RAILROAD(37TH ST) DATE: 6/17/2014 SURVEY BY: C. BUENDIA TIME: 12:30 PM - 1:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF ROSS DATE OF SURVEY 6/17/2014 85th PERCENTILE 36.8 MPH 10 MPH PACE 27-36 MPH PERCENT IN PACE 69.4 % POSTED SPEED LIMIT 40 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 1 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM SPEED RELATED ONLY TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 7,700 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL-SANTA FE CROSSWALKS AT SANTA FE PEDESTRIAN/BICYCLES FEW/FEW TRUCK TRAFFIC YES(HEAVY) ON-STREET PARKING NO OTHER NO STOPPING ANYTIME MANY AREAS OF RED CURB ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.19 VERTICAL CURVE NONE HORIZONTAL CURVE GRADUAL"C"CURVE LATERAL VISIBILITY GOOD ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/YES STREET LIGHTING YES OTHER SINGLE DASHED CENTERLINE ONE WAY ROADWAY-EASTBOUND ADJACENT LAND USE INDUSTRIAL RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE REDUCE JUSTIFICATION: This section of 38th Street is a two lane roadway that travels one way eastbound. This roadway has a gradual "C" curve that merges onto and becomes 37th Street. The adjacent land use is solely industrial. With the newly recorded 85th percentile speed of 36.8 mph and a median speed of 31.8 mph. With that, it is recommended that the existing 40 mph speed limit be reduced to 35 mph. File: 38th 2014-46 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI STREET DATE 6/17/2014 SURVEY BY AVE TO BNSC. BUIENDIAD (37TH ST) TIME: 12:30 PM - 1:00 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 100.0% 50 x 100.0% 49 x 100.0% 48 x 100.0% 47 x 100.0% 46 x 100.0% 45 x 100.0% 44 x 100.0% 43 x 100.0% 42 x 100.0% 41 x 98.0% 40 x 94.9% 39 x 92.9% 38 x 87.8% 37 x 85.7% 36 x 81.6% }PACE ---85PCT 35 x 70.4% }PACE 34 x 61.2% }PACE 33 x 54.1% }PACE 32 x 51.0% }PACE 31 x 46.9% }PACE•---MEAN 30 x 43.9% }PACE 29 x 33.7% }PACE 28 x 24.5% }PACE 27 x 18.4% }PACE 26 x 12.2% ---15PCT 25 x 9.2% 24 x 5.1% 23 x 4.1% 22 x 2.0% 21 x 2.0% 20 x 2.0% 19 x 1.0% 18 x 0.0% 17 X 0.0% 16 X 0.0% 15 X 0.0% UPPER LIMIT 10 MPH PACE: 36 MPH LOWER LIMIT 10 MPH PACE: 27 MPH 85th PERCENTILE SPEED: 36.8 MPH PERCENT OVER PACE: 18.4 % MEDIAN SPEED: 31.8 MPH PERCENT IN PACE: 69.4 % 15th PERCENTILE SPEED: 26.5 MPH PERCENT UNDER PACE: 12.2 % 38th 2014.46 ' 1 m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� maO■■■■■■■■■■■■■■■■■■■■■■■■■■■■irJ trim o■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�i� mi■■■■■■■■■■■■■■■■■■■■■■■■■■■■■© ism m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� mar■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� .�m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m%�JII/I■■■■■■■■■■■■■■■■■■■■■■■■■■i�! ice® m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� mI/I/aI/I/IIIIIIa■■■■■■■■■■■■■■■■■■■��i i��m ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ®//J/III/II/I/II/I■■■■■■■■■■■■■■■■■■■■■S:i S:�® m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� malla///JIa■■■■■■■■■■■■■■■■■■■■■■■ice �m ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ®IIII/I■■■■■■■■■■■■■■■■■■■■■■■■■■■ice �r�® m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m►iri■■■■■■■■■■■■■■■■■■■■■■■■■■�� ism m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ice miry■■■■■■■■■■■■■■■■■■■■■■■■■■■�� i® m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ice maaaaaia■aa■■■■■■■■■■■■■■■■■s■■0 ism m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� mSII/Iaa►■■■■■■■■■■■■■■■■■■■■■■■■ice i►�m ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ice maim■■■■■■■■■■■■■■■■■■■■■■■■■■�� m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m►■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ii ism ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� mar■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� ism m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� FF�%■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ii ism ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI55TH STREET ALAMEDA STREET TO SANTA FE AVENUE DATE: 4/28/2014 SURVEY BY: C. BUENDIA TIME: 12:30 PM - 1 : 15 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF 38TH DATE OF SURVEY 4/28/2014 85th PERCENTILE 38.9 MPH 10 MPH PACE 30 - 39 MPH PERCENT IN PACE 67.9 % POSTED SPEED LIMIT 35 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 1 TOTAL ACCIDENTS 4 ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACCJMILLION VEH. MILES 0.45 ACCIDENTS PER MVM SPEED RELATED ONLY TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 61900 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL - ALAMEDA / SANTE FE CROSSWALKS AT ALAMEDA / SANTE FE PEDESTRIAN/BICYCLES YES / FEW TRUCK TRAFFIC YES (HEAVY) ON-STREET PARKING YES OTHER AREAS OF RED AND GREEN CURB AREAS OF NO STOPPING ANYTIME ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.44 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR-POOR SIDEWALKS/DRIVEWAYS YES / YES (MANY) STREET LIGHTING YES OTHER SINGLE DASHED / SOLID DBL YELLOW CENTERLINE ADJACENT LAND USE INDUSTRIAL RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph is within 3.9 mph of 85th percentile speed and meets CVC standards. File: 55th 2014-08 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON STREET 28E 014 SURVEY D YSTREET TO SC. BUENDIA VENUE HCI DATE: TIME: 12:30 PM - 1 : 15 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 x 100.0% 50 x 100.0% 49 x 100.0% 48 x 100.0% 47 x 100.0% 46 x 100.0% 45 x 98.8% 44 x 98.2% 43 x 95.8% 42 x 95.2% 41 x 90.9% 40 x 89. 1 % 39 x 85.5% }PACE 38 x 80.6% }PACE - - -85PCT 37 x 74.5% }PACE 36 x 66.7% }PACE 35 x 60.0% }PACE 34 x 52. 1 % }PACE 33 x 47.3% }PACE - - - -MEAN 32 31 x x 43.0% }PACE 30 x 32. 1 % }PACE 29 x 22.4% }PACE 28 x 17.6% 27 x 16.4% 10.3% - - -15PCT 26 x 6.7% 25 x 4.2% 24 x 2 4% 23 x 0.6% 22 x 0.0% 21 x 0.0% 20 x 0.0% 19 x 0.0% 18 x 0.0% 17 x 0.0% 16 15x x 0.0 0.0% UPPER LIMIT 10 MPH PACE: 39 MPH LOWER LIMIT 10 MPH PACE: 30 MPH 85th PERCENTILE SPEED: 38.9 MPH PERCENT OVER PACE: 14.5 % MEDIAN SPEED: 33.6 MPH PERCENT IN PACE: 67.9 % 15th PERCENTILE SPEED: 27.8 MPH PERCENT UNDER PACE: 17.6 % 55th 201A-08 • I Pi;a; • .dS' Ron MONSOON !MENEM Mm■mo■■NONE■■■■■■■■■■■■■■■■■■om® ME■■■■iOM■■N■■E■■■ME■■■■■■■■Now � �[17 mN SEEN■■EMM■■■■■EN■■SmmonsummoN F l■mass ESOEM EMM■MMMM■MMMMMMSsoon m m■■■o■■■m■o■m■■■mm■Ms■■m■m■os■m� m■MEMO■NONE■■■■■■■■ME SEEMS■MWER ■�©7 Ems■■■Mm■■S■■o■m■■o■■■■■■■■ ■■mmm pm NONE SMums�■E■MO■M■■■■su■Ss■■■� �® mS■ianEmommomm■mum■mommom�i■■■■■� m■Mums■■OEM i■m■■■■om■S MEMO S■■■ate �m ®■■ESE■■omm■mm■■■■■■woman■MEN■MONEE ERNE MEN MEN■MON■E■MEMO■MEMO Er arm pass MMm■mMMMMMMEME■NONt■omm' miMORE■OMEN EMMmMM■MMME OMEN aOMEN � iEL! ®■■is■omm■■■■■■■■■■u ■■ENO■■■mo� ®uMums ENONE■■ENO■ONE■E NONE MMEMO � Ems® MEN■■oo■■■■■■omm■■Ea�NONE■■mmm■� ®NMEMO■NONE SM■MMOMMEM■ROMES Moms � �® MEN EE■EMMaMM■MEM■Ns■ommo■mMENO■ONEE ®t■MI■■■MEN EM■■■M■■■■■MEMO■■O■■� �® mE■■■■m■o■■■■■m■■■E■E■■ONE■■■■oE m■■o ■■■om■■■mo■E MEMO aNONE SaMEN S� Eam pan■ESOM■MMSMSSMMEME■EMEMEtMEMEN� [ ]tMEMO EMORE ESEEN S0�S■SS■■aS Boom Er MEMO Da■■sa■omm■■m■■■o■iME■■M■wm■■■o� mtuE■■im■mmm■m■m■■ M■E OMEN a■ENE mmm Elm rum mM■SMi■uSMOMMEMamonsomEammmo� m■sENE■■E■■N■uENE Mums ESENE SUOEM � Elm Mm SOME■ENE SE■■mmo■■so■■O■■MEMEN© MEMO■s■■■o■■o■■NONE SMEMO■Mums OPEN mI■NEENNME■■■■■■■■M■o■■mmm■■■momm m■Mums■SEEN■ONES■NONE MNONE Smums owr. . pAr Nunn Room MORE am NNE NNE MAMUS MOON■■■■SOM■E■iEM■M■■■■am■mmsm■mmm MtNONE■NONE ■NONE■MEMO■■■■■■■MEN t�m mrrllMUS■O■ESaiMS■MOMMEssmommosi MmMORE EMEaME moos SNO■EM MEN SNONE EC' E6aEm mom■■N■NONE■■E■■■■E■m■■■OM■■M■M MORE imoms■■NNE aon■0 MEMO MEMO MEN■■M■■■EM■■■O■■■M■■N■■■M■■N■Ma MIIIIII%Im■■M■■■s■■S■■M■a■O■■S■WENt� �I>•m EMS monsoon S■E0 MOONSMSEOM■MMEM summmmomsis NNE ENNE■■EWENE moms E4�7 Spam moo III/m■■■M■■Ms■■■m■■m■■■■■■mo■m mmmm■■■M■iE ONE MEW■■■■■E■E mass EFii slfi>•m ®mOII/I//moos S0 mmSamsS■mummummo IIommummsE■ESaS■WENE moms Emoms irm ��>•® "No TIME■■EM■■N■■■■■■■o■■■mm■■■■sai n• m/I►I&%GOMON■■■NE■■NONE amoms MMEMO mm �I�m mmI/III/II/IIIIII■■■iMs■■■■■NNE■N■moms` mIAU&SE■■EME■■n■■■NONE ENONE■■NNE ECm �6f® mmmminw■■NEE■SSMm■sammmosonmm■■MC'! m%mm01m■S■mmMNoMa■m■mma MEMO■■ENE tm ■f:�Mi! m►SI/I/II■■i■o■■■■■■■MOM■■■MO■■MMOE� m%MEN■O■■N■■■n■■E moms muENoS moms fm Eim�l mIIII/IIIIIIII/►ImSEsmMso■ossomosn■ME ►NORMISSEM■EMEm■S Room EOMEN Ssmo■Eim ai1�m ®►I►IIIIJIEa■u■■o■n■i■a■w■■■■SE■■irm E3III/OIIOas %&amS■■■■■■NE■■■■■N■■O■Nim �i►�® M&SOMEmo■■■■i■■■■NEE■n■■a■■iE■ts■ mSr&a■E NONE Es■m■■■■■■M NONE■E■ENEC� Eia•m muumuu o■■MM■■■■■m■■■■m■■■N■■sNOmi■ m■■ENE iNONE■■WENM SEEN Emoms ENONE tm mmm momlusommom■■■s■■mm■m■■EMN■■■■M RM/ mOmoos Moms Emoos■SEEN mNONE SNONE SLS mmm mMMISMUM■MEM■M■m■assmoommaammsEMt' ®m►IEMOENUNN MEMO■SEEM tmms■ENOME EU mmm E■■■■M■■■E■■um■■m■■mommoE■■== mm&Wo NONE SSEEN■SEEN■■OM■aEO■■aEi• EC'am ®SmEE■M■M■■■OMEN■■■E■■ENE EOEUEf3 mIERNE■OEUMi mums Emoms ES■anEMORE ® m■■■EMs moms■■■■o■moo E■■■NONE■owe QlmNomm■■■o■■OMEN■OMEN ■■E■■■■N■umMca• mM:�m ®■■■OM■Mom■■a■ommoss■m■■■sMEN■MMNEE ®II■■ossnommaM■E■E■O■Ea MOON■uwNoS■� m■um■■■m■MOON■■N■■No■■m■■Em■■moasm E�tMonsoon m■■■ENE i■M MONSOON iSOME m� �® m■■■■o■■iM■■a■u■■■M■aa■■■mmmm■■M m■■■m■o■s ■oN■■■O■uonE■E■■■moms E� �m m ■OEM■■■i■■u■i■■NEO■■■uME■■ONaO� pat■■■■MM■■MM■Mason■M■■■no■MENE■■� E�iL7 MOOREaosENSSataa■sMEsaan■mmommor am osmammm ans moms as■ESo■maEMIK E ID ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON D 4 24 20 R ED E4 NORTH SURVEY BY: LIMI B`25TH) TO VERNON AVENUE HCI TIME: 11 :30 AM - 12:30 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF 27TH ST DATE OF SURVEY 4/24/2014 85th PERCENTILE 36A MPH 10 MPH PACE 28 - 37 MPH PERCENT IN PACE 74. 1 % POSTED SPEED LIMIT 35 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 1 TOTAL ACCIDENTS 6 ANNUAL ACCIDENT RATE 0,50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.29 ACCIDENTS PER MVM SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 6,400 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL - 25TH / 38TH / VERNON CROSSWALKS VERNON / 25TH PEDESTRIAN/BICYCLES NO / NO TRUCK TRAFFIC YES ON-STREET PARKING NO STOPPING ANYTIME OTHER NO SHOULDERS RxR XING ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.74 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS NO / NO (SB) - YES / YES (NB) STREET LIGHTING YES OTHER SOLID DBL YELLOW CENTERLINE NARROW ROADWAY ADJACENT LAND USE INDUSTRIAL / BUSINESS / TRANSPORTATION CORRIDOR (parallels on west side RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph is within 1 .4 mph of 85th percentile speed and meets CVC standards. File: Alameda 201"9 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON j_jCI DA E STREET NORTH CITY LIMITS (25C. B) TO END ARNON AVENU � j TIME: 11 :30 AM - 12:30 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 100.0% 55 x 100.0% 54 x 100.o% 53 x 100.0% 52 x 100.0% 511 x 100.0% 50 x 100.0% 49 x 100.0% 48 x 100.0% 47 x 100.0% 46 x 99.3% 45 N 98.6% 44 x 97.1 % 43 x 97.1 % 42 x 96.4% 411 x 95.7% 40 x 95.0% 39 x 93.5% 38 x 91 .4% 37 x 87.8% }PACE 36 x 83.5% )PACE - - -85PCT 35 x 78.4% }PACE 34 x 66.2% }PACE 33 x 56. 1 % )PACE 32 x 48.2% }PACE I - - -MEAN 31f x 43.2% )PACE 30 x 36.7% }PACE 29 x 26.6% )PACE 28 x 18.7% )PACE 27 x 13.7% - - -15PCT 26 X 10.8% 25 x 10.1 % 24 x 5.0% 23 x 5.0% 22 x 2.2% 21 x 0.7% 20 x 0.7% 19 x 0.0% 18 x 0.0% 17 x 0.0% 16 X 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 37 MPH LOWER LIMIT 10 MPH PACE: 28 MPH 85th PERCENTILE SPEED: 36.4 MPH PERCENT OVER PACE: 12.2 % MEDIAN SPEED: 32.2 MPH PERCENT IN PACE: 74. 1 % 15th PERCENTILE SPEED: 27.3 MPH PERCENT UNDER PACE: 13.7 % Mam azola mWirt . . � ' Q�..........�..................■� m■■NN■MIN■E■RE■NEE■■NEE■�■■■E■■Ei iFi� ®..■.........■.................� ®■MIN■NENMIN■RN■E■R■MIN■RNMIN■■N■1MIi i® m........................■.....� ®............■.........E■■MEN■M ®■■E■■EE■MIN■■E■EEEE■NEE■■■E■�7■■� ®.....N■■E■ RMI■■■E■NE■■■■NEE■■■■i i® ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■MONIE Lil■■■■■■■■■■■■■■■■■■■■■■■■■■■■MINI im m■■■■■■N■N■■■MIN■■■■MIN■ENEEEEEE■N■N■ ma■ ■■■■EE■■EEE■■■■E■E■EE■■N■■ I■ NN m is m■MINMIN■E■MIN■■MIN■■NMIENN■■■■■■■■■■r moi■�E■NEE■■■E■EMI■EEN■NMI■■■■EE■E=AEI im m■■■MIN■■■NN■■MIN■■■1N ■EENE■■■■■� mr►IEEE■■■■MI■NEN■MIN■■■RNEMEMO■■■ m ME ER ■■MIN■■A■■ m mI■N■ ■■soon NNMIN +� iim EMIT■■MIN■FEN■■■■■MINEEE■■■■■N■E■■■ EE NONE■E■ K" MENENMIN■NE N■MARE■EE cm OR■NN■EN■MIEMIMIENEE■MIENMIE■■E■EMI■Eii miMIN■MISNEE■NEE■■■NEE■NEE■■MIMIE■E�■NI ■f■•m F910■■R■■N■0■■R■EMI■MIN■■■MIN■■■■E■■�MIEI m5I■■■■■■■■■■■■■NN■■■■■■■■EMI■MIN■© ■N:�m CA&MG/TIER■■N NN■NN■N■■■E■■N■■E■■RE■E■R MOVIE ii m ®mmusIO■■■■EMIN■NEE■■■■■R■■■■E■■t►.■ ®■NE■■■NEE■MIN■A■■■■■■■■■EER NONE N[i>■ i►1♦m m/I//%II■MIN■■NEE■■■EMINEN■KNEE■ENE■NC'i mIIIIIIMI■■SNEER■EEERMI■EER■EE■RN■■EEC irrm morrirrnn■■MIN■■■■■■EARA■■■R■N`n ®ia.rran■■RE■■MIN■■■■R■■E■R■■■NNr:� Ra->■® QlI/IRIIR■■E■■E■ER■MIEN■E■■ENEE■■�F>• m us Q]NI%■SAE■NRf■NNN■■RE■E■RA■■■RNRNen ®II%III►I►J//IIIJE■■■■■ARENMIN■■MIN■RN■E■ F7 ®iI/IR■■■■EN■■■■■■■■■■■ER■■■■■■■i�N• ®I/III■■■■■■■MIN■E■■NE■■E■■■■■EMI■tom ■i�Cfl ®IIIIIIENMINNEE■ENE■E■■RE■E■ERRS■NNE• EMI/IIII■■ENEE■EER■■EN■■■E■■EME■E■ ® mn rrrro■■E■E■NNRE■■■NEE■E■■R■■EFL mnrarrr■■EMI■■■MIN■■■E■ME■■E■■EE m ]II►/%NI/IIIII■■■E■EMI■■ENE■E■■E■■NRsii mill■■MIN■FEN■■NEE■ENE■■■E■E■■■■■ m IIIIINNNNNMIN■■NNMINNNMIN■ENMI■ENN�� mIII1MIN■MI■1N■NNMI■1MI■EMIREEENEE■EN m EMIIR■■MIN■NE■■■MIN■■MIN■RE■■■■E■■■sC/! mIIE■■M■■■■■■■■■RMIN■■RN■■■■MIN■MINr� ■G! m mRR■REED■MIERENEE■■E■EEERE■■ER■■E[.� CAI■■EA■E E■■NNE■■ENEE■■■MIN■■■MIfi■■ mm moonI■■■ENE■■■■■■E■MIN■■■■■■■■■■RRsi ®IiIIIMIN■E�EER■E■■■MIN■E■■E■■■E■■■E1• ■ism mR■■■■MIN■■■RENEE■■■■■■MIN■ENEE■E�� m■■■■■■E■■■■■■■E■■■■E■■■■E■■■■EN[i� t►>•m ®I%EMI■MIN■MISMIN■■NEEMIN■NE■E■E1R■■E© ®JII■EE■■AE■MINMIN■■E■■■■NE■■■■■EENfr1• NCN•® ®I/MIN■MI■■MIMI■ ■■■■■■MI■MIN■■■■E■■■■RMIME ®I■■MI■■■EMI■■■MI■■E■NNE■■EMIMIRMI■■■iENI ti7,� ®■■■■■■ENEE■■■MIN■■RE■■■■MIN■■■E■� ®MIN■■■■■NN■MIN■E■■NNAf■R■NNNN■Ef■(►� ■R7591 mRENE■■■■■■■■A■■■E■■■E■■■■■EEEE� EMIT■■■■■NEE■■■E■■R■■■■NEE■E■■NE■ii ■■SEEM mRE■■R■■NEE■■E■E■■■■■AE■■■■■■E■� m■MIN■■■■■■■■ERN■■EASE■ENA■■■NEEi im m■■NEE■NENNMIN■NMIEEEEE■E■E■E■■■■MINES mEENEE■■■■■E■■■■■■■■NR■■■■■E■■■i ifC] mRMIN■■■■■■■■■EN■■■■■■■■R■E■■E■EMEMO!MOSSIMMUMM m■■■E■■■■■■■■■■■RNN■■■EN■■■■■EEi Elm _ . ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON 424 20 ED 14 SURVEYVERNONET BY AVENUEC. BUEND AON AVENUE HCI DATE: TO TIME: 10:30 AM - 11 :30 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY NORTH OF 55TH DATE OF SURVEY 4/24/2014 85th PERCENTILE 38.6 MPH 10 MPH PACE 30 - 39 MPH PERCENT IN PACE 69.3 POSTED SPEED LIMIT 35 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 2 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM SPEED RELATED ONLY TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 21500 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL - VERNON / 55TH, STOP - SLAUSON CROSSWALKS AT 55TH / VERNON PEDESTRIAN/BICYCLES NO / NO TRUCK TRAFFIC YES ON-STREET PARKING NO STOPPING ANYTIME OTHER ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 1 .01 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS NO / NO (SB) - YES / YES (NB) STREET LIGHTING YES OTHER SOLID DBL YELLOW CENTERLINE NARROW ROADWAY ! NO SHOULDERS ADJACENT LAND USE INDUSTRIAL / BUSINESS ! TRANSPORTATION CORRIDOR arallels on west side RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph is within 3.6 mph of 85th peroontile speed and meets CVC standards. File: Alameda 201410 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON �jCI DATE: A E E STREET SURVEY VERNON YVENUE TO SLAB END ASON VENUE � l TIME: 10:30 AM 11 :30 AM CHECKED BY: JERRY STOCK CUM ULA IVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 x 100.0% 50 x 100.0% 49 x 100.0% 48 x 100.0% 47 x 100.0% 46 x 100.0a! 45 x 99.3% 44 x98.6% 43 x 97. 1 % 42 x 95.7% 41 x 95.0% 40 x 92. 1 % 39 x 87.9% }PACE 38 x 81A% }PACE - - -85PCT 37 x 75.0% )PACE 36 x 69.3% }PACE 35 x 61 .40/6 }PACE 34 x 48.6% }PACE - - -MEAN 33 x 40.0% }PACE 32 x 35.7% )PACE 31 x 28.6% }PACE 30 x 25.7% )PACE 29 18.6% 28 x 17.1 % 27 x 15.0% - - -15PCT 26 x 10.7% 25 x 8.6% 24 x 4.3% 23 x 3.6% 22 x 2.9% 21 x 2.9% 20 x 2.1 % 19 x 2. 1 % 18 x 1 .4% 17 x 0.0% 16 x 0.0% 15 x 0.0010 UPPER LIMIT 10 MPH PACE: 39 MPH LOWER LIMIT 10 MPH PACE: 30 MPH 85th PERCENTILE SPEED: 38.6 MPH PERCENT OVER PACE: 12. 1 % MEDIAN SPEED: 34. 1 MPH PERCENT IN PACE: 69.3 % 15th PERCENTILE SPEED: 27.0 MPH PERCENT UNDER PACE: 18.6 % Alain la 201410 • .'SS:'. 4 , • . 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OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 3 TOTALACCIDENTS 10 ANNUAL ACCIDENT RATE 1 .50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH, MILES 0. 12 ACCIDENTS PER MVM SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 20,000 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL - 25TH / 41 ST / VERNON / 55TH / SLAUSON CROSSWALKS AT 25TH 141ST / VERNON / 55TH / SLAUSON PEDESTRIAN/BICYCLES FEW / NO TRUCKTRAFFIC YES (HEAVY) ON-STREET PARKING NO STOPPING ANYTIME OTHER RxR XINGS ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 1 .75 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS NO / NO (NB) - YES / YES (SB) STREET LIGHTING YES OTHER PAINTED MEDIAN ISLAND NO SHOULDERS ADJACENT LAND USE INDUSTRIAL / BUSINESS / TRANSPORTATION CORRIDOR (parallels on east side RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 40 mph is within 1 .9 mph of 85th percentile speed and meets CVG standards. File: Alameda 2014-11 RADAR SPEED DISTRIBUTION SHEET N CITY OF VERNON ALAMij CI DATE: 4/24/2014 SURVEY B EDET NORTH y Y LIMITS TO SLAUSON C. BUEND AAVENUE TIME: 9*45 AM 10: 15 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 1 x 100.0% 59 N 100.0% 58 x 100.0% 57 x 100.0% 56 x 100.0% 55 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 x 100.0% 50 x 98.8% 49 x 96.3% 48 x 95.1 % 47 x 95. 1 % 46 x 93.80/0 45 x 92.6% 44 x 88.9% 43 x 87.7% 42 x 85.2% 41 x 82.7% }PACE - - -85PCT 40 x 79.0% }PACE 39 x 71 .6% )PACE 38 x 66.7% }PACE 37 x 59.3% }PACE 36 x 46.9% )PACE - - -MEAN 35 x 40.7% }PACE 34 x 35.8% }PACE 33 x 27.2°! }PACE 32 x 24.7% ?PACE 31 x 17.3% 30 x 14.8% - - -15PCT 29 x 12.3% 28 x 12.3% 27 x 7.4% 26 x 3.7% 25 x 2.5% 24 x 1 .2% 23 x 1 .2% 22 x 0.0% 21 x 0.0% 20 x 0.0% 19 x 0.0% 18 x 0.0% 17 x 0.0% " IX 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 41 MPH LOWER LIMIT 10 MPH PACE: 32 MPH 85th PERCENTILE SPEED: 41 .9 MPH PERCENT OVER PACE: 17.3 % MEDIAN SPEED: 36.3 MPH PERCENT IN PACE: 65A % 15th PERCENTILE SPEED: 30. 1 MPH PERCENT UNDER PACE: 17.3 % Nam a 2014-11 1Sib • I 96. . 1 ®■NmE■■■■■i■■■■■■M■■i■■■■■■■Nu® momom■m■■mi■■M■N■■MEi■■■■■■■■■■� t■�rfl mEW■■■■■■■■■■m■■■■■■■■■■■■■■■■■� mm■■m■■NEWS■■■■■■■■■■ m moons KEEN■ENM■■m■■■om■■■EN■■■m■E■■■� �m mm■■Es■■s■■=■■■s■■■so■mo■■■mm■■ S■■■■■MEN Emoon U111110111 ME KEENE MEN ME So■ENS■■■■r ®■moE■■omsE■■m■■■■■■■o■m■oo■mom MEN M■o■■o■■NONE Smoon M■M■■■ESN■� �® m oslom■oomEo MEN NMEMO EOMEN sMERE sS�Ei! m■MN■■o■■■ CANN soWOMEN■MEN S■NONE■■s■■s MEMO � �m m■■■■■■mo■ FREM■K■■EESE■moon■moon SE■o■N■ENE■� sum usamossEONO MINOR/Owosso sREN■smoon MEMO moon fir® "SOME■S■■■S■■■EK■■N■Os■■■■■■soS© "MEN ■■■■■tsm■■m■o■■■man o■ONES a MERE No VON MENKE OEM MEN Sam OEM K� m um MO■NEW■■mE■ESN■■■■■■ooOs■So■/■■EG>■ Cal■■■N■■■E■■E NONE S■Mom WOMEN S■■■■� ti>■ mM■■■■■ mom s■■■■S■m MEMO s■MEN■OMEN■■■■■�Kardilmovill on NONE moon moon an an� u�m mMMM■E■■�S■S■m■■■■N■o■ss■s■s�■EuEN mmom/N■NONE s■■■■s■E■■■■■■o■■Ss0K� Eir!■m msowOK EMM/om SEEM mmass sNONE SSSooMs■MEN Sim moss■■o■■s■■ESN■Nos■S■■■oK■■■■■© mONE o■■■EMEE Oman Nmoon Eomom S■■■■� mi�m mI/I■■■Ns mom ssK■■■■■OMEN■■■■SE ERNE ■■s■■� 13125001E11■NMO■SNNS■■■N■NOONNMMiES■NCO■ mNMEE■t■■usSMEM■SMOEESN■■■ E■WM■� NE:O•m 020I/0MM0■■■■■■■■■■■■■s■NK■M■■KS<►>■ mmom ■■■mom■NONE■■E■■■s ONE SES■■� tam mNO ME EESOmmSEomOONEE■EEENEN!'S m■s■s■m■man Emus mmoms sMERE SMSME� Rim mNI/IMMMMo MEN/■■moms■ERNE mNONE E■mom■■s■■� tam as EDMM mom s■m MOON mNONE smoms ESMEN N■■■■ss■� m�l>• m "as I/PAN Ss■uonm■Som■Ssommo■momm s■sst■■■■E■■■■O■■■■ ■■MEN■■SM■K� mLim ®MMMM■o■m■■W■■■S■■s■■■■mS■■W■■■sa ®■M■s■■■ENO■■■m■o■mW■■■O■■S NONE � sL�® mMMMONA MNKKEK■sNEomK■NKNSKKSNKNi>• mEo■NM■ESN■■MEOMEMEN■E moms KBEEN ■i ®MM■So■■ ONE E■m NONE s■W■■m moms ENONE sERNE mMMOMMO■m Mono SS■■Sm■s■■o■■m■■omt�1 ®OEM som mono sNONE sNmom sumSN Room sS� ts•m ®►Momm■■■s■■■N■oSS■■■■■m■■■■■N■`m• ®EEOs■■NONE■■mom NNson S■■■mo■■■■NNm■ mEil�® "GollosS■■■■■■m■■■■m■■som■sons■SNfA! 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OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 3 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 3,700 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL - FRUITLAND / LEONIS, STOP - VERNON / 44TH CROSSWALKS AT FRUITLAND / VERNON / LEONIS / 44TH PEDESTRIAN/BICYCLES FEW / NO TRUCK TRAFFIC YES (HEAVY) ON-STREET PARKING YES OTHER AREAS OF RED CURB / AREAS OF NO STOPPING ANYTIME ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.62 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS POOR SIDEWALKS/DRIVEWAYS YES / YES STREET LIGHTING YES OTHER SOLID DBL YELLOW CENTERLINE ADJACENT LAND USE INDUSTRIAL RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 30 mph is within 1 A mph of 85th percentile speed and meets CVC standards. File: Alcoa 2014-12 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCIALCO 5A 1E 01J4 SURVEY Y C.E VERNON VENUE TO F B'UENDI AVENUE DATE: TIME: 2:30 PM - 3:30 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x i0o.00/0 100.0% 55 x 100.0% 54 100.0% 53 100.0% 52 100.0% 51 100.0% 50 x 100.0% 49 x 100.0% 49 x 100.0% 47 x 100.0% 461 x 100.0% P 100.0% 100.0% 100.0% 100.0% 99.3% 99.3% 98.6% 98.6% x 97.3%x 97.3% 35 x 95.9% 34 x 93.2% 33 x 88.4% 32 x 87.7% }PACE 31 x 82.9% }PACE - - -85PCT 30 x 80. 1 % }PACE 29 x 69.9% ?PACE 28 x 61 .0% }PACE 27 x 49.3% }PACE - - -MEAN 26 x 42.50k }PACE 25 x 32.2% }PACE 24 x 26.7% }PACE 23 x 17. 1 % }PACE 22 x 11 .6% - - -15PCT 21 x 7.5% 20 x 4.8% 19 x 2.7% 18 x 1 .4% 17 x 0.0°l0 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 32 MPH LOWER LIMIT 10 MPH PACE: 23 MPH 85th PERCENTILE SPEED: 31 A MPH PERCENT OVER PACE: 12.3 % MEDIAN SPEED: 27. 1 MPH PERCENT IN PACE: 76.0 % 15th PERCENTILE SPEED: 22.6 MPH PERCENT UNDER PACE: 11 .6 % Nc 2014-12 gas MmMh Alk AN I L � • • � _ • • • • I / EW&IMU ♦ j TMOM • • \�CU�:i3/i�l�l► - • U1�YI:��S1111►1► , ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■® ®■■■■■■■O■■■■■■■■■■■■■■■■■ ■■mN® mom m■OMEN■■■moR■■■■■■■■■■■■■■■■■■■� m■■MINI■■MORE REo■■R■o■RSRmR■ENmENr m■■■mm■■N■MREmom■■somo■o■moso■ms� mmMEMO mME■■O■mME■■■■■■■■■■■■■■■lawman SEEN ommomm ME NONE mmimmoomm PIENOM MEN Sam mammon on BORROW � rm ®..............■...............� ®.MEMO..MEN■■.■■■■■■■.■■■■■■■■■MOEN son as ONES MOSSAINUME � E� ®.........■■mm■r■mE■■m■■■■■■mNm� m■■■m■■■ONE■■r■m■■■■mm■■m■■■m■R� �® m■Nm■rmmMmrmmmmr■mNmrm■ ■m■ml7RR■� MOON■■M NONE mmr■s■■■■■ ■mm■■■■■m� �■m m■■■■■mmRmm■m■■mm■Emmm■■i■m■■Emm� mM■Nm■■M■■■■■mm■■■m■oE NONE■NONE � ■sm mR■MEmREMmoRmm■mRmRmmRRREOERRmo� mONEm■NMOENR MEN mRmRonRRNRE■ESSE m ONoM■M■mM■■■mMRo■m■■■■■■MIN■■■■■■� m■NE■■■NONE MNONE M■o■■■EM■■N■S■N� ■gym mN■■■om■M■m■■■■mmomm■■o■mR ■mo■m� mom m■mMOENn OEM MEONRENREEESE■ m ONSURE■N m■■E■■■M■■■R MEMO■■R■■■■E■■■■■■■ m m■■■■EMI m■NONE■NONE MNEON■■■■■m■o■■■■rE■ MR m■EN■■■ mM SEEN mMONO MOBOE■■■■■■■■■■■■■■■ m mS■omo■■ Im■NONE M■OM■ ■■mom■■o■■■■mm■mm■■■ m m■mo■■mER■o ■■m■mm■■mom■om■■■m■0 mR■■M■m NONE■SEEN■■■■■■■ONE■NO■■� ■gym MUSS ME mr■momMm■No NEON■■o■■■■ONE mm■m■r � l MEMO ME ■USSM■mom■NEON■■■■■■■■■■■■■■■�NONE so a an MORE moms OEM somm� Nam III■■■ ■■■■m mum■MSEEN■MO■■■m mom■■■■■ion ■f/o■m soon son m/I/■■■M NONE NMOENM SEEN■■ONE■■MIN■ t!® m!%%REREm■m■EREm■E■mmEN■mmMIS■E■■� 131ICI%IRmRONNRMOEN■moms nsommomE■ iNm m■■m■■■■NEE■■m■EMI■Mmr■■■■■■mmmov III■■■■M moms■NEON M■■■NR■oo■m■OE■� INN® ®II/IA■OEM■R■EMEmERMEOO■EEO■RMNRR� ®Mom/ISR ROSE■Bonn SOME R"ME RMEN■WAM ice® ®Irlr■■E■mMmmE■M■E■■■■mmm■■■MEMOS© ®son■MI MEMO■NONE Msoon■OMEN ■■s■■ire! 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BU ND A TIME: 2:30 PM - 3: 15 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF FRUITLAND DATE OF SURVEY 4/24/2014 85th PERCENTILE 34.9 MPH 10 MPH PACE 27 - 36 MPH PERCENT IN PACE 73.6 % POSTED SPEED LIMIT 30 MPH ACCIDENT HISTORY NO- OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 1 TOTAL ACCIDENTS 2 ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC,/MILLION VEH. MILES 0.67 ACCIDENTS PER MVMI SPEED RELATED ONLY) TRAFFIC FACTORS - AVERAGE DAILY TRAFFIC 41000 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL - FRUITLAND I SLAUSON CROSSWALKS AT FRUITLAND / SLAUSON PEDESTRIAN/BICYCLES FEW / NO TRUCKTRAFFIC YES (HEAVY) ON-STREET PARKING YES (HEAVY) OTHER AREAS OF RED AND GREEN CURB RxR XING ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.51 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES / YES (MANY) STREET LIGHTING YES OTHER SINGLE DASHED CENTERLINE ADJACENT LAND USE INDUSTRIAL / BUSINESS RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 30 mph is within 4,9 mph of 35th percentile speed and meets CVC Standards, File: Alcoa 2014t3 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON D DATE: 4 24/2014 SURVEY : AVENUE TO BU NDOAN AVENUE HCI TIME: 2:30 PM - 3: 15 PM CHECKED BY: JERRY STOCK C MMULATIVE PERCENT SPEED 20 40 60 80 100 60 100.0% 59 100.0% 58 100.0% 57 100.0% 56 100.0% 55 100.0% 54 100.0% 53 100.0% 52 100.0% 511 100.0% 50 x 100.0% 49 x 100.0% 48 x 100.0% 47 x 100.0% 46 x 100.0% 45 100.0% 44 x 100.0% 43 x 100.0% 42 x 100.0% 41 x 99.3% 40 x 98.6% 39 x 97.9% 38 x 97.2% 37 x 94,40/6 36 x 91 .0% }PACE 35 x 85.4% }PACE 34 x 81 .3% }PACE - - -85PCT 33 x 76.4% }PACE 32 x 71 .5% )PACE 31 x 65.3% }PACE 30 x 54.2% }PACE 29 x 43.8% )PACE - - -MEAN 28 x 36.1 % ?PACE 27 x 24.3% }PACE 26 x 17A% 25 x 15.3% 24 x 9.7% - - -15PCT 23 x 6.9% 22 x 4.2% 21 x 1 .4% 0x 0.0% 9 x 0.0% 18x 0.0% x1 0.0% 0.0% 0.0% UPPER LIMIT 10 MPH PACE: 36 MPH LOWER LIMIT 10 MPH PACE: 27 MPH 85th PERCENTILE SPEED: 34.9 MPH PERCENT OVER PACE: 9.0 % MEDIAN SPEED: 29.6 MPH PERCENT IN PACE: 73.6 % 15th PERCENTILE SPEED: 25.0 MPH PERCENT UNDER PACE: 17A % NV 2014.13 WOR WAM OEM r - r �� C .'ii71�''il► r - r r ' te r � r r � ® 5 • - • r •� ® 5 • - - • VEHICO 25 • oil ��■■■�■■■■�■■■■■■■■■■■■■■■■■■■■tom ��■■■■■■■■■■■■■■■��■■■�■■■■■■■■■■■� ■■■� �%■■■■■■■■■■■■■■■■■■■■■■■■■■■■e�■■� m■■■■■■■■■■■�■■■■■■■■■■■■■■■■■■�� /■gym mIII ■■■■■■■■■■■■■■■■■■■■■■■■■■■© m/I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ram l.�® mIJIIIJII■■■■■■■■■■■■■■■■■■■■■■■■■�-� mII■■■■■■■■■■■■■■■■■■■■■■■'■■■■�� ism ®III■■■■■■■■■■■■■■■■■■■■■■■■■■■�.� ®%%►►JIJ■■■■■■■■■■■■■■■■■■■■■■■■■■t'� ice® ®JIJII%■■■■/■■■■e■■■■■■■■■■■■■■■■�"i ®IiIJ%I■■■■■■■e■■■■■■■■■■■■■■■■■� Lam® ®/III►III/III■■■■■■■■■■■■■■■■■■■■■■■■t+� ®I%%%►IIII%I%■■■■■■■■■■■■■■■■■■■■�•>■ �i+■•® maI/IIIIIIIIII■■■■■■■■■■■■■■■■■■■■■■�4a mJI/II►IIII/■■■■■■■■■■■■■■■■■■■■■■■■t1! rmirii�ir►►■■■■■■■■■■■■■■■■■■■■■■cam m��i►ii�►■■■■■■■■■■■■■■■■■■■■■■ 6JII/IIIII■■■■■■■■■■■■■■■■■■■■■■■■■�� ]%%IIrJ■■■■■■■■■■■■■■■■■■■■■■■■■�� (�® m■rr■■■■■■■■■■■■■■■■■■■■■■■■■■■■ec� mir►,sir■■■■■■■■■■■■■■■■■■■■■■■■■�� sue■® mfre■■�■■■/■■■■�■■■■■■■■■■■■■■■■■icy! mr►■■■■■■■■■■■■■■■■■■■■■■■■■■■■© ssm mirrr■■■■■■■■■■�■■■■■■■■■■■■■e■■�� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�■� sue® ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON ATLADATE: 41114 BOULEVARD SURVEY BY: . UENDIA STREET TO B BOULEVARD HCI TIME: 10:00 AM - 10:30 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY NORTH OF DISTRICT DATE OF SURVEY 4/14/2014 85th PERCENTILE 37.7 MPH 10 MPH PACE 29 - 38 MPH PERCENT IN PACE 57.0 % POSTED SPEED LIMIT 35 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 16 TOTALACCIDENTS 45 ANNUAL ACCIDENT RATE 8,00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.49 ACCIDENTS PER MVM SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 56, 150 LANE CONFIGURATION 2-3 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL - BANDINI / UN-NAMED / DISTRICT CROSSWALKS AT BANDINI / UN-NAMED / DISTRICT PEDESTRIANBICYCLES NO / NO TRUCKTRAFFIC YES (HEAVY) ON-STREET PARKING NO OTHER NO STOPPING ANYTIME SHORT DISTANCE BTWN INTERSECTIONS ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.79 VERTICAL CURVE SLIGHT GRADE OVER LA RIVER & RxR XINGS HORIZONTALCURVE GRADUAL "C' CURVE LATERAL VISIBILITY GOOD ROAD CONDITIONS VERY POOR SIDEWALKS/DRIVEWAYS YES / YES STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND RXR XINGS ADJACENT LAND USE INDUSTRIAL / BUSINESS / 710 FWY ON-OFF RAMPS RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph is within 2.7 mph of 85th percentile speed and meets CVC standards. File: Atlantic 2014-14 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI ATLANTIC BOULEVARD 26TH STREET TO DISTRICT BOULEVARD DATE: 4/14/2014 SURVEY BY: C.BUENDIA TIME: 10:00 AM - 10:30 AM CHECKED BY: JERRY STOCK CUMMUI AT1VE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 561 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 x 100.0% 50 x 100.0% 49 x 100.0% 48 x 100.0%u 47 x 99.5% 46 x 98.9% 45 x 98.9% 44 X 98.4% 43 X 98.4% 42 x 97.3% 41 x 96.8% 40 x 93.5% 39 x 89.2% 38 x 86.6% }PACE 37 x 80.6% }PACE---85PCT 36 x 73.7% }PACE 35 x 65.1% ?PACE 34 x 55.4% )PACE 33 x 49.5% )PACE----MEAN 32 x 47.3% )PACE 31 x 45.2% IPACE 30 x 40.3% }PACE 29 x 34.9% IPACE 28 x 29.6% 27 x 24.7% 26 X 17.2% 25 x 14.5% ---15PCT 24 x 10.8% 23 x 8.1% 22 x 3.2% 21 rx 0.0% 20 x 0.0% 19 x 0.0% 18 X 0.0% 17 X 0.0% 16 X 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 38 MPH LOWER LIMIT 10 MPH PACE: 29 MPH 85th PERCENTILE SPEED: 37.7 MPH PERCENT OVER PACE: 13.4 % MEDIAN SPEED: 33.1 MPH PERCENT IN PACE: 57.0 % 15th PERCENTILE SPEED: 25.2 MPH PERCENT UNDER PACE: 29.6 % Atlantic 2014-14 - Ti11�l:IG*,eI4►►' \��T`ti.7�P3►U N■D.M■■...■■■■..■■■.■■..■■■..■® ®.■■nMM.nM■sNEMES■EMi■■■i■.■■■MN.. �m m■■■E■■■ MEMO.■■...■■.■■■■.■■■■.■ ■■■.E� ■■m■E ] ul MORE.. mom■.ENO■.E■■...■O..■O■....0.� �m ®■■MEN■. 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BWNAEDYROAD HCI TIME: 11 :20 AM - 11 :55 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF SIERRA PINE DATE OF SURVEY 4/17/2014 85th PERCENTILE 452 MPH 10 MPH PACE 36 - 45 MPH PERCENT IN PACE 55.0 POSTED SPEED LIMIT 45 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 6 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VIER MILES 0,00 ACCIDENTS PER MVM SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 20,500 LANE CONFIGURATION 2-3 LANES PER DIRECTION (3lanes near LA River) TRAFFIC CONTROLS SIGNAL - SOTO / SIERRA PINES / DOWNEY CROSSWALKS AT SOTO / SIERRA PINES / DOWNEY PEDESTRIANIBICYCLES FEW / FEW TRUCK TRAFFIC YES (HEAVY) ON-STREET PARKING YES OTHER MANY AREAS OF RED CURB ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.85 VERTICAL CURVE SLIGHT UP-DOWNHILL GRADE AT CREEK/WASH HORIZONTAL CURVE SLIGHT CURVE (at Soto & Downey) LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES I YES STREET LIGHTING YES OTHER 2 WAY LEFT TURN / RAISED MEDIAN ISLAND (small section) ADJACENT LAND USE INDUSTRIAL / BUSINESS RECOMMENDED SPEED LIMIT 45 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 45 mph is within 0.2 mph of 85th percentile speed and meets CVC standards. File: Bandini 2014-15 RADAR SPEED DISTRIBUTION SHEET HCj DATE:CITY OF VERNON l BANDINI BOULEVARD SORTO STVEY BREET TO DO CN Y ROAD TIME: 11 :20 AM - 11 :55 AM CHECKED BY: JERRY STOCK CUMM LATIVE PERCENT SPEED 20 40 60 80 100 60 100.0% 59 100.0% 58 100.0% 57 100.0% 56 100.0% 55 99.4% 54 98.8% 53 x 97.5% 52 x 97.5% 51 m x 96.3% 50 x 95.6% 49 x 93.8% 48 x 92.5% 47 x 90.6% 46 x 87.5% 45 x 84.4% }PACE - - -85PCT 44 x 76.9% }PACE 43 x 73. 1 % )PACE 42 x 65.0% }PACE 41 x 57.5% }PACE 40 x 55.0% }PACE 39 x 50.0% )PACE - - - -MEAN 38 x 44.4% }PACE 37 N 40.0"/0 }PACE 36 x 35.6% )PACE 35 x 29.4% 34 x 21 .9% 33 18 8% 32 x 16.3% 31 x 14.4% - - -15PCT 30 x 10.6% 29 x 6.3% 28 x 3.8% 27 x 2.5% 26 x 1 .3% 25 x 0.6% 24 x 0.0% 23 x 0.0% 22 x 0.0% 21 x 0.0% 20 x 0.0% 19 x 0.0% 18 x 0.0% 17 x 0.0% 16 x 0.0% 15 x 0,00/0 UPPER LIMIT 10 MPH PACE: 45 MPH LOWER LIMIT 10 MPH PACE: 36 MPH 85th PERCENTILE SPEED: 45.2 MPH PERCENT OVER PACE: 23. 1 % MEDIAN SPEED: 39.0 MPH PERCENT IN PACE: 55.0 % 15th PERCENTILE SPEED: 31 .3 MPH PERCENT UNDER PACE: 29A % Bendini 2014-10 o Ah �y... 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B ENDIA INI BOULEVARD SURVEY BY:DOWNEY AD TO BONNIE EACH PLACE HCI TIME: 10:40 AM - 11 : 15 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY WEST OF BONNIE BEACH DATE OF SURVEY 4/17/2014 85th PERCENTILE 46.4 MPH 10 MPH PACE 36 - 45 MPH PERCENT IN PACE 56A POSTED SPEED LIMIT 45 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 2 TOTALACCIDENTS 7 ANNUAL ACCIDENT RATE 1 .00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.09 ACCIDENTS PER MVM SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 26,950 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL - DOWNEY / BONNIE BEACH CROSSWALKS AT DOWNEY / BONNIE BEACH PEDESTRIAN/BICYCLES FEW / FEW TRUCKTRAFFIC YES (HEAVY) ON-STREET PARKING YES OTHER MANY AREAS OF RED AND GREEN CURB AREAS OF NO STOPPING ANYTIME ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 1 . 17 VERTICAL CURVE NONE HORIZONTAL CURVE SLIGHT CURVE (at Downey) LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES / YES STREET LIGHTING YES OTHER 2 WAY LEFT TURN CENTERLANE ADJACENT LAND USE INDUSTRIAL / BUSINESS / RxR (parallel) RECOMMENDED SPEED LIMIT 45 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION_ The recommended 45 mph is within 1 .4 mph of 85th percentile speed and meets CVC standards. File: Bandini 2014-16 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON CI DATE: BO LIE�VARD DORWNEB ROAD TO BONNIE BEACH PLACE TIME: 10:40 AM - 11 :15 AM CHECKED BY: JERRY STOCK CUMMULA IVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 N 100.0% 55 x 100.0% 54 x 99.5% 53 x 98,90/6 52 x 97.3% 51 x 96.3% 50 x 94. 1 % 49 x 90.9% 48 x 88.8% 47 x 872% 46 x 83.4% - - -85PCT 45 x 80.2% }PACE 44 x 77.0% }PACE 43 X 70.6% }PACE 42 x 62.0% }PACE 41 x 55.6% )PACE 40 x 48.1 % }PACE - - - -MEAN 39 x 42.2% }PACE 38 x 37.4% )PACE 37 x 32.1% ?PACE 36 x 28.3% }PACE 35 x 24.1 % 34 x 21 .9% 33 x 19.3% 31 x x 13.4% A5PCT 30 x 12.3% 29 x 10.2% 28 x 8.6% 27 X 7.0% 26 x 3.7% 25 x 3.2% 24 x 2.1 % 23 x 1 .6% 22 x 1 .6% 21 x 1 .1 % 20 X 0.5% 19 x 0.0% 18 x 0.0% 17 x 0.0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 45 MPH LOWER LIMIT 10 MPH PACE: 36 MPH 85th PERCENTILE SPEED: 46A MPH PERCENT OVER PACE: 19.8 % MEDIAN SPEED: 40.3 MPH PERCENT IN PACE: 56. 1 % 15th PERCENTILE SPEED: 31 .6 MPH PERCENT UNDER PACE: 24A % Bar ini 201416 ■■■SOME■■■■■■■■■■■■■■■■■■■■■■■® ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ MESSIER ® Ulm OEMONSOON■■ME■MESON■■■■■■■■■■MONS! 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OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 10 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 38 ,700 LANE CONFIGURATION 2 LANES PER DIRECTION, 3 LANES (near 710 Fwy) TRAFFIC CONTROLS SIGNAL - BONNIE BEACH / SUNOL 1710 FWY (SB) RAMP I ATLANTIC CROSSWALKS AT BONNIE BEACH / SUNOL / 710 FWY (SB) RAMP / ATLANTIC PEDESTRIANIBICYCLES FEW / FEW TRUCK TRAFFIC YES (HEAVY) ON-STREET PARKING YES OTHER MANY AREAS OF RED CURB AREAS OF NO STOPPING ANYTIME ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.68 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES / YES (MANY) STREET LIGHTING YES OTHER 2 WAY LEFT TURN CENTERLANE / RAISED MEDIAN ISLAND ADJACENT LAND USE INDUSTRIAL / BUSINESS / 710 FWY RECOMMENDED SPEED LIMIT 45 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 45 mph is within 0.8 mph of 85th percentile speed and meets CVC standards. 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BU NDE TO LEONIAS BOULEVARD TIME: 10:45 AM - 11 :30 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF 44TH ST DATE OF SURVEY 4/142014 85th PERCENTILE 32.0 MPH 10 MPH PACE 24 - 33 MPH PERCENT IN PACE 71 .1 % POSTED SPEED LIMIT 30 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 2 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 12,900 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL - LEONIS, STOP - VERNON / 44TH CROSSWALKS ATLEONIS / VERNON / 44TH PEDESTRIAN/BICYCLES FEW / NO TRUCK TRAFFIC YES (HEAVY) ON-STREET PARKING NO OTHER AREAS OF NO STOPPING ANYTIME / MANY AREAS OF RED CURB BUS STOPS ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.37 VERTICAL CURVE NONE (dip at 44th) HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR-POOR SIDEWALKS/DRIVEWAYS YES / YES STREET LIGHTING YES OTHER SOLID DBL YELLOW CENTERLINE RXR XING ADJACENT LAND USE INDUSTRIAL RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 30 mph is within 2.0 mph of 85th percentile speed and meets CVC standards. File: Bayle 201418 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON BOYLHCI DAATE:E 4 4/2014 SURVEY BY AVENUE VERNON VENUE TO LC. UIENDIAULEVARD TIME: 10:45 AM - 11 :30 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 N 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 x 100.0% 50 x 100.0% 49 x 100.0% 48 x 100.0% 47 x 100.0% 46 100.0% 45 x 100.0% 44 x 100.0% 43 x 100 0% 42 x 100.0% 41 100.0% 40 x 100.0% 39 x 100.0% 38 x 100.0% 37 x 98.7% 36 x 98.7% 35 x 97.3% 34 x 94.0% 33 x 91 .9% )PACE 32 x 85.2% }PACE 31 x 78.5% )PACE - - -85PCT 30 x 72.5% }PACE 29 x 63. 1 % }PACE 28 x 53.0% }PACE 27 x 44.3% }PACE - - -MEAN 26 x 36.9% }PACE 25 x 32.2% }PACE 24 x 24.2% }PACE 23 x 20.8% 22 x 18. 1 % 21 x 16. 1 % 20 x 13.4% - - -15PCT 19 x 9.4% 18 x 8.1 % 17 x 5.4% 16 x 4.7% 15 x 2.7% UPPER LIMIT 10 MPH PACE: 33 MPH LOWER LIMIT 10 MPH PACE: 24 MPH 85th PERCENTILE SPEED: 32.0 MPH PERCENT OVER PACE: 8. 1 % MEDIAN SPEED: 27.7 MPH PERCENT IN PACE: 71 . 1 % 15th PERCENTILE SPEED: 20.6 MPH PERCENT UNDER PACE: 20.8 % Boyle 201418 La m..............................� m.E■■■.M■■■■.OEM■■■■■M■■■■■■E■■■� �m m.■...■■■■...■■.■....■.■.■■■...� mEEN■■■■■N■■EM■■■■.■.■■.■■ .....� �..m m ..............................� ®..M■E■OMEN■■■■■■■■■■ ■M■EM■■■■■� �® m..............................� m■■.■....■.■...■.....■■..■......�. �m ®.............................0 ®.■■■■E MEMO■■■■■■■■■O■■■■■■■■■■� �® ®E■■M■■■E■■■■■■■■■■MIN■■■■■■■■■■� ®■■■■M■■■■■■■■■■M■■■NNE■■■■■MEN � .�.® ®MIN■.■■■.................■.....� ®■.■■■■M■■■M■■■■■■■■■■■■NE■soon � m■■■■■■■■■■■M■■■■■■■■■■■■ME■M■■ m....■.■.■■........■.■.■....OEM MEMN■■■■■■■■■■■■■■MIN■■■E■■■■■■■� m■■■■■■■■■■■■■■.■■■■■■■■■■■■N■■■� �m mEE■■■■■■■■■■■■■■■■■■■■■E■■■■■■� m■M■■■■■■■■■■■■■M■■■■■■■■■■■N■M� �m m...■........■■..........■.....� mEM■■■MIN■■■■■■..■■.■.■..■■.■■■■� �m MEM■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■EMI■■■■■■■■■MEN■■■■■■SEE ■� �m m■■■.■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■E■■■■■M■■■■■■■■■■■■■■■■■■■E■� �m m.NONE.........................� mM■■■■MIN■■■ ■■■■■■■■■■■■■ONE ■■■■� ■�[�l m■■■■E■■■E■■■■■■■■■■■■■■■■ ■■■■■� m■■MM■■■■■■■■■■SEEN■■■■■■■■■■■■� �m m■■E.■■OEM.■■■■MIN■■■■■■■■■■■■O■� m■■■M■■■E■■■■■■MEN■OMEN■■■■■MEN � �m p■OEM■■■■■ m■■■M■■■■M■MIN■■■■■■.■.■■■■■E ONE ■Em m■■■.■■■■■ MONSOON..■ ..MEN .gym "mom■■E mom■■■■■■■■■■■■■■■■■■■■■© m■■■■■■■■■■■■■■M■■■M■ ■■■M■■■mom � m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■0 ®MM■■■■■■■■■■■■■■E■■M■■■■N■■mom � O® ®GG■■■■■■■■■■■■■■MIN■■■■■■■■■■■■EMI• ®6MOMMEMI■■■ ■■■■■■■■■NEE E■■■■■■■�� ■F�® mGG■■■■■■■■■■■■■■■■■■■■■■■■■■.■© mG■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� >•m ®GII►IIIG■■■■■■■■■■■■■■■..■■■■■■■■�� "Woo II■■■■■.MIME■■■■■.■■■■■■■■■ Q7® ®I/GIII/IIG■■■■■■■■■■■■■■■■■■■ ■■■■■tom ®/IIIIMEND■M■■■■mom■■■■■■■■■■■.■■ IMM7® ®G/IGG■■■■■■■■■E■■■■■■■■■■■■■■■■tom ®G►IGGG■■.■■■■■■■■■■■■ ■■■■■■■■■■ SsM® ERGOIII/I/GG■■■■■■■■■■■■■■■■■■■■■■Ei>■ mIIGIGGGG■■■■■■■■■■■■■■■■E■■■■■■■fI� �[�m mGGGGGG■■■■■■■■■■■■■■■■■■■■■■■■t►>■ mGGGII►IG/IG■■■■■M■■■■■■■■■■■■ME■S.7 �m mGGIIG■■■■■■■■■■■■■■■■■■■■■■■■■■t'a mGGGGGGGGG■■■■■■■OMEN■■■■■E■ME■■fi� tam ®GII. mGIIJ/GGGGGM■■.■■■ME■■■.E■E.SEEN MIiia m,GI/■■■■■■NE■■■■■■■■■■■■■■■■■■■■■•� VAN GGG■■M■■■■■■■■■■■M■■■■M■■■OEN<'a ■i7m mGIIG�GG■■■■■■■■■■■■■■■■E■■■■■■■a►f mGIIGIGG■■■■MM■■■■■■NN■■■■■■MIE■■tG• ■IYrE•m ERG/IGG■■■■■■■■■■■■■■MIN■■■■■■■■■�� m■SEEN■■ENE■■■■■■E■■■.N■■M■■■■E m ®GGG■■ mG■■■■■■OEM■■M■M■M■M■■■■E■■M■■E ® ®GG■■ENE■■■■MIN■■■■■■■EN■■■■■■■■t/NMI ®G■■■■MIN■■■NE■■■■■■■■■■MIN■■MIN■■�■■ ® ®GGGI■..■■■■■■■■■■■■■..■.■■■■■MIL' m■■■■■.■■■E■M■■■E■■■M ■■■■■■■■■Ed mr.Gr..■■■MIN■■■■■■E■■■■■■■■■■■E■■t■■ mGG■■■■■■■■■■■■■■■■■■■■■MIN■■■■■ m mII■ONES mO■EM■■■■■■■MEM■■■E■■■■■■■■■■■■�■■ ©m mIIGIM■■ ERG■■■ME■■■■■■■OEM■■■■■■■■■■■■■■�� >•m EMU MEMO m■■■■■■■■■■■■■■■■EMI■■■E■■■M■■■■■t•� tam mG/IN■■■■■■EMIN■■■■■■■■■■■■■■■MIN■i�E■ ERG■■■■■■■E■■■■MIN■■EEN ■NNNN■E■■E�� Elm ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON � BOYLE AVENUE LEONIS BOULEVARD TO SLAUSON AVENUE HC DATE: 4/14/2014 SURVEY BY: C. BUENDIA TIME: 12:15 PM - 12:45 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY NORTH OF SLAUSON DATE OF SURVEY 4/14/2014 85th PERCENTILE 39.4 MPH 10 MPH PACE 31 - 40 MPH PERCENT IN PACE 76.8 % POSTED SPEED LIMIT 35 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 1 TOTAL ACCIDENTS 7 ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0. 12 ACCIDENTS PER MVM SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 143650 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL - LEONIS / FRUITLAND / SLAUSON CROSSWALKS AT LEONIS / FRUITLAND / SLAUSON PEDESTRIANBICYCLES FEW / NO TRUCK TRAFFIC YES (HEAVY) OWSTREET PARKING LIMITED OTHER MANY AREAS OF NO STOPPING ANYTIME w/rIME RESTRICTIONS BUS STOPS ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.75 VERTICAL CURVE NONE HORIZONTALCURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS POOR SIDEWALKS/DRIVEWAYS YES YES STREET LIGHTING YES OTHER SOLID DBL YELLOW CENTERLINE RxR XINGS ADJACENT LAND USE INDUSTRIAL RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph is within 4.4 mph of S5m percentile speed and meets CVC standards. File: Boyle 2014-19 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON OYLE AVENUE 4 14 2014 NVEY IS BOULEVARD TO B ENDIIA LAUSON AVENUE HCIAATE: SURVEY TIME: 12:15 PM - 12:45 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 100.0% 57 x 100.0% 56 N 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 513 x 100.0% 50 x 100.0% 49 x 100.0% 48 x 100.0% 47 x 100.0% 46 x 100.0% 45 x 100.0% 44 x 98.7% 43 x 98.0% 42 x 96.7% 41 x 94.0% 40 x 89A% }PACE 39 x 81 .5% }PACE - - -85PCT 38 x 76.2% }PACE 37 x 68.2% }PACE 36 x 60.9% WAGE 35 x 50.3% }PACE 34 x 40.4% }PACE - - -MEAN 33 x 33.1 % }PACE 32 x 27.8% )PACE 311 x 1 21 .2% IPACE 30 x 12.6% - - .15PCT 29 x 6.0% 28 x 5.3% 27 x 2.6% 26 x 1 .3% 25 x 0.7% 24 x 0.0% 23 x 0.0% 22 x 0.0% 21 Ix 0.0% 20 x 0.0% 19 x 0.0% 18 x 0.0% 17 x 0.0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 40 MPH LOWER LIMIT 10 MPH PACE: 31 MPH 85th PERCENTILE SPEED: 39.4 MPH PERCENT OVER PACE: 10.6 % MEDIAN SPEED: 35.0 MPH PERCENT IN PACE: 76.8 % 15th PERCENTILE SPEED: 30.3 MPH PERCENT UNDER PACE: 12.6 % soyiaz01a 19 • I • I 1 • v • SS..• . aQ► ii:7im11►11 ® ® T�IIIl:[Z•u11� , m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ � ■gym m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■MONIE �m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■� sum ® ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ■gym m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■s■■■■■■■■■■■■■■s■■■■■■■■■■■■■� ■gym ® ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� �® m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■ ® ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ms■■■■n■■■■■■■■■sn■■■■■■■■■■■■■ m ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ®■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� �m 0■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■� �m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ■gym m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� sum mo■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■tom mIII■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� f�m mII■■■■■■■■■■■■■■■■■■■■■■■■■■■■■tom mII■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� ism mI/I/■■■■■■■■■■■■■■■■■■■■■■■■■■■■sue moo■■■■■■■■■■■■■■■■■■■■■■■■■■■■tl•� to•m moo■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� mIIIIII■■■■■■■■■■■■■■■■■■■■■■■■■© ism mIII/ool/o■■■■■■■■■■■■■■■■■■■■■■■ice m000011■■■■■■■■■■■■■■■■■■■■■■■■■© �o♦m mIIII■■■■■■■■■■■■■■■■■■■■■■■■■■■■� mIIIIIIIIIo■■■■■■■■■■■■■■■■■■■ ■■■■■t►� f:�m moIIIIIIIIo■■■■■■■■■■■■■■■■■■■■■■■■t» mIIIIo////I/■■■■■■■■■■■■■■■■■■■■■■■■tG� mior■■■■■■■■■■■■■■■■■■■■■■■■■■■�� mioroor�ro■■■■■■■■■■■■■■■■■■■■■■E w m m/II/I►oI/IIIIII►I■■■■■■■■■■■■■■■■■■■■0 m 0000llll■■■■ ■■■■■■■■■■■■■■■■■■■■ts■ moor/IIIII■■■■■■■■■■■■■■■■■■■■■■■■ice moI/I/IIOIII/o■■ ■■■■■■■■■■■■■■■■■sons mror►000■■■■■■■■■■■■■■■■■■■■■■■ice moo■■■■■■■■■■■■■■■■■■■■■■■■■■■■i■■ No mr■■■■■■■■■■■■■■■■■■■■■■■■■■■■■gym mor ni►iro■■■■■■■■■■■■■■■■■■■■■MWEE m ®/IIII/IIo■■■■■■■■■■■■■n■■■■■■■■■■tom ®I/IIIIIIII►IIII■■■■■■■■■■■■■ ■■■■■■■■■■im m mrooro■■■■■■■■■■■■■■■■■■■■■■■■■© morarr■■■■■■■■■■■■■■■■■■■■■■■■■sue �r.>tm moo■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■�■■ m■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■o �■■m m►IO■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■© mlls■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■fin■ tam m►i■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� No MEN m m1/■■■■■■■■■■■■■■■■■■n■sss■■■■■■�� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■E m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� MEN MEMO m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■r m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m m►■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ■gym ■iiiiiiiiiiiiiiiiiiiiiiiiiiiii� miiiiiiiiiiiiiiiiiiiiiiiiiiiiii� ��m ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON BOYLHCI DATE:E AVENUE 44 2014 SURVEY BAVEN E TO C. BUEN A RANDOLPH STREET TIME: 11 :30 AM - 12:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA NORTHBOUND ONLY LOCATION OF SURVEY NORTH OF RANDOLPH DATE OF SURVEY 4/14/2014 65th PERCENTILE 37.4 MPH 10 MPH PACE 29 - 38 MPH PERCENT IN PACE 74.7 POSTED SPEED LIMIT 35 MPH / 25' ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 1 TOTAL ACCIDENTS 1 ANNUAL ACCIDENT RATE 0,50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACCJMILLION VEH. MILES 0, 16 ACCIDENTS PER MVM SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 24,350 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL - SLAUSON / RANDOLPH CROSSWALKS AT SLAUSON / RANDOLPH (sch) PEDESTRLAN/BICYCLES YES / FEW TRUCK TRAFFIC YES ON-STREET PARKING YES OTHER AREAS OF RED CURB NO STOPPING ANYTIME w/TiME RESTRICTIONS ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0,36 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS POOR SIDEWALKS/DRIVEWAYS YES / YES STREET LIGHTING YES OTHER SOLID DBL YELLOW CENTERLINE ADJACENT LAND USE INDUSTRIAL / BUSINESS / COMMERCIAL I SCHOOL at Randolph) RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommenced 35 mph is wtmin 2.4 mph of a5m percentile speed and meets CVc standards, (Northbound only) File: Boyle 2014-20 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCIBOYLLPH DAATE:E 4 14 2014 SURVEY BY: VENUE TO CAAVENUE SLAUSON B D NDIA STREET TIME: 11 :30 AM - 12:00 PM CHECKED BY: JERRY STOCK CUMM LATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 N 100.0% 52 x 100.0% 51 100.0% 49 100.0% 100.0% 48 x 100.0% 47 x 100.0% 46 x 100.0% 45 100.0% 44 100.0% 43 99 4% 42 Y 98 8% 4 98.1 % 0 x 94.4% 39 x 89.50/0 38 x 88.3% }PACE 37 x 82.71/o }PACE - - -85PCT 36 x 77.2% }PACE 35 x 71 .0% )PACE 34 33 x x 61 .1 % }PACE 50.6% )PACE 32 x 43.2% }PACE - - -MEAN 31 x 30.2% }PACE 30 x 22.8% }PACE 29 x 17.3% }PACE 27 28 x 13.6% - - -15PCT 26 x x 12.3% 25 x 9.3% 4.9% 24 x 0.6% 23 x 0.6% 22 x 0.0% 1115 0.0 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% UPPER LIMIT 10 MPH PACE: 38 MPH LOWER LIMIT 10 MPH PACE: 29 MPH 85th PERCENTILE SPEED: 37A MPH PERCENT OVER PACE: 11 .7 % MEDIAN SPEED: 32.9 MPH PERCENT IN PACE: 74.7 % 15th PERCENTILE SPEED: 28A MPH PERCENT UNDER PACE: 13.6 % Boyla 20i420 I • _ - • , • • . • � - 3Iir1;i.�iZ�1 � - • `[i':w�:I:S�1911►i�1I`115i�� ' � ,® m■■■■■■■■■■■■■■■■■■■■■■■■■■■■/■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ■gym m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■ � � m ®■■■■■■■■■■■■■■■■■/■■■■■■■■■■■■� ®■■■■■■■■■■■■■■■■■■■■ ■■■■■■MEMO ® m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■ ■■■■■■ONE m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� �m ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■ m ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ m ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ®■■■■■■■■■■■■■■■■■■■■■■■■■■moon ® m■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■NONE � �m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■ m 0■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■� �m m/■■■■■■■■■■■■■/■■■■■■■■/■■/■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■MEMO m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■ ■■■■■■■■■■MEMO■■■■■■ m m■■■■E■■■SE■■■■■■S■E■■■■■■■■■■■� mG■O■■E■■■■ ■■■■■■■■■■■■■■■■MEMO �� mI■■■■■■■S■■■■■■■■■E■■■■■■■■■■■OEM m■■ES■ES■■E■■■■■■■■■■■■E■O■E■■■t� m■■■■■■■■■■E■■■O■■■■SS■■■■■■E■Ev mII■■■■■EOO■■■■■■■■■■■■■■■■■■■■■�� m Im pG%I■■■■■■■■■■■■■■■■■■■■■■ ■■■■SEE• mG/IIII►I■■■■■■■■■O■■■■■OM■■■ME■■M m mGI■■■■■■■■■■■■■■■■■■■■■■■■■■■■�>• m■■■■■■■■■■■■■SEE■■■■■■■■■■■■MOO dim mIIIIIII/GG■■■■■■■■■■■■■■■■■■■■■■■■tom mGGII■■■■■■■■■■■■■■■■■■■/■■■■■■■Mi Efi�m mGI►I►I■■■■■■■■■■■■■■■■■■E■■■■■E� mIIGGGG■■■■■■■■■■■■■■■■■■MEMO■■M��i ®IIIIII/IIGIGIII■■S■■■■■■■■■E■■■■■■■Esi� ®IIGGGIJ►II/■■■■■■■■■■■■■■■■■■■■O■■■ii �irf® mGGIIGGGIAIG■MOO■■■■■■■■■■■■■■■■■Si>• mIIIIII/IIIIG/I■■■■■■■■■■■■■■■■M■ME■■E[� Gam ®►GGI/GG■■■■■■■■■■■■O■■■■O■■■■■EEI/i ®I►IIIGIII/■■■■■■■■■■O■■■■■■■■■■■■■tom E67�m m/OIGGIIIIGGG■■■■■ME■■■■E■■E■SEE■■Efr>• maGIIGGGIIIIGGGII■■■■E■■■■■■■E■■■■■ m ®IIII//�■■■■■■■■■■■■E■■■■■■■■■■■■■�S mGGGGIIGIIG■E■■■■■■■■■■■■■■■■NEON t%� �F>•® mGIIGI/GII■■E■■■■■■■■■■■■■■■■■■■■■E[CS mIIG/II■■■■■■■■■■■■E■■■■■■MEN ESEEM ■Ei mG/IIIGG■■■■■■■■■■■■■■■■■■■■■■■■�►iEE mf■■■■■■■■■E■■■■E■■■■■■■■■E■E■■ m mI■■O■■■■■■■■■■■■■■■■■■■■■■■■■■�� mII■■■■■■■■■■■■■■■■■■O ■■MEN■NEON �■■ ■■ gym mI/IG■/■■■■■■■■■■■■■■■■■■■■■■■■■�E• mGGE■■■■■■■■■■■■■■■S/■■■■■/SEEM m m■GG■O■■■■■■■■■■■■O■■■■■■■■■■■■�� mGEGI■■■■■■■■■■SO■■■■■■■■■O■■E■i� i7m ®III■■■■■SE■■■■■■■E■■■■■■■■■■■■iE■ ®III►III■■■■■■■■■■■O■■■■■■■■■■S■■■t�! 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MILES 0.28 ACCIDENTS PER MVM SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 22,300 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL - DOWNEY / LOMA VISTA CROSSWALKS AT DOW NEY / LOMA VISTA PEDESTRIANBICYCLES FEW / NO TRUCK TRAFFIC YES (HEAVY) ONSTREET PARKING YES OTHER MANY AREAS OF RED CURB AREAS OF NO STOPPING ANYTIME ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.65 VERTICAL CURVE NONE HORIZONTAL CURVE VERY SLIGHT CURVE (at Downey) LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKSIDRIVEWAYS YES / YES STREET LIGHTING YES OTHER 2 WAY LEFT TURN CENTERLANE RxR XINGS ADJACENT LAND USE INDUSTRIAL RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: . The recommended 40 mph is within 2.5 mph of 85th percentile speed and meets GVG standards. File: District 2014-21 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON .HCI DATE: BOOU BOULEVARD SO VNYYB ROAD TO CORONA AVENUE TIME: 12:10 PM - 12:45 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 x 100.0% 50 x 100.0% 49 X 99.4% 48 X 98.7% 47 x 98.1% 46 X 96.9% 45 x 95.0% 44 x 91.2% 43 x 88.1% 42 x 81.8% ---85PCT 41 x 79.2% )PACE 40 x 68.6% }PACE 39 x 64.2% }PACE 38 x 61.6% }PACE 37 x 54.7% )PACE 36 x 45.9% )PACE----MEAN 35 x 37.7% )PACE 34 x 30.8% }PACE 33 x 27.0% )PACE 32 x 22.0% )PACE 31 x 14.5% ---15PCT 30 x 11.3% 29 x 10.1% 28 x 7.5% 27 x 6.3% 26 x 4.4% 25 x 3.8% 24 x 1.3% 23 x 0.6% 22 x 0.6% 21 x 0.6% 20 x 0.0% 19 x 0.0% 18 x 0.0% 17 x 0.0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 41 MPH LOWER LIMIT 10 MPH PACE: 32 MPH 85th PERCENTILE SPEED: 42.5 MPH PERCENT OVER PACE: 20.8 % MEDIAN SPEED: 36.5 MPH PERCENT IN PACE: 64.8 % 15th PERCENTILE SPEED: 31.1 MPH PERCENT UNDER PACE: 14.5 % District 2014-21 11 ► / 1 ' 1 ► ' m■■■/■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■/■■■■■■■■■■■■■■� ■■gym Im m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■� �m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■M■■■■■■NONE■■■■■■■■■■■■■■■� �m ®■■■E■■■■■■■■■■■■■■■■■■■■■EEE■■ ®■■■■■■■■■■■SENNE■■■EE■■■■■■■E ® ®■■■■■■■■■■■■■■■■NEE■■■NEE■■E■■� ®■■■■MEN■■■■■M■■■MEN■ ■■■■M■■■O■E� �® mEE■E■■■■■■■■■ENEE■■■■■■■■■NEE■� m■■■■■NEE■■■■■■■■■■■E■■■■■■■■■■� ��® m■■■■■■■■■■■■e■■■s■■■■■■■■■■■E■� ma■■■■■■■■■■■■■■■■■E■■■■E■■■■■■�� ■gym mNEE■■■■■■■■■■■■■■■■■■■■E■■■■■■� mi■■■■■■■■■■■■■E■■■■■■■■E■■■■■■�� m o■E■/E■■■■■■E■■■■■■■■■■■■■■■■E■■� MIN MEMEMEMEMEMEMMEMEM EMOMMEM m m►J■■■■■■E■■■■■■■■■■■■■■■■■■■■■■�O� Emu■EOM■■■■■■OE■■E■■■■N■■■■■■E■■ m mI/I/I■■■■■■■■■■■■■■■■■■■■■■■■■■■E� m■E■■ONE■■■ ■■■■■■MO■■■■M■■■■■■■A © m mII/I■■O■E■■■■■■■■■■■■■■■■■■■■■■■iJ MIA%IIIE■■■■■ ■■■■■■■E■■■■■■■■■■■■ m mIIIII■■■■■E■■■■■■■■■■■E■■■■■■■■EEO• mIII■■■E■■■■ ■■■E■■■■■■■■■■■■■■O■■rr� i.�m M00 IIIII■■■E■■■E■O■NEENEE■■■■■■■■a m%IIIIIIII■E■E■■O■■■■■■■■E■OEE■■■■O�� mIIIIIIIE■■■■■■■■E■■■■■■■■■■■■■■■■■f7 mII■■O■■■■■■■OE■E/■■■■■E■■■M■■E■�� tam mrrrnrr■■■■■E■■■■■■■■■■■■■■■■■ice mrnrnnrrEE■■■■■ENE■E■■■ ■■E■E�•>• m o►.rr.■■■■■■■■■E■■■■■■■■■■■■■■■■■E� m■rra■■■■■M■■■■■■■E■■■■E■■■M■■MMKAI ism mir■■■■■■■■■■■■■■■■■■■■■■■■■■■■© mrrr■■■■■■■■E■■■■■■■M■■■■■■■■■■■saE m mIIIIII■■■■■■■■■■■■■■■■■■■■■■■■■■tom mIII%pIIII■E■■■■■■■MM■■■■NEE■MEMO m m is n raorr■■■■■■■■NEE■■NEE■■■■■�� mr n ai■■■■■ENE■■■■■■■■■■■■■■■■■�� m mI%/I►IIIII%■E■■■■■■■■■M■■■■■■■■E■■ice m%►IIIIIIII■■■■■■MOM■■■MEN■■■■■■■M■tl.� ■I�Gfm ®I■NEE■■■■■■■■■O■■■■■E■■■■■■■■■�� ®III/I%IIIII/ MEMO■EN■■NONE■■E■■M■�I.� mIIIEEEE■■■■■NEE■■■■■■■■■■■■■■■■Errs m►III►I■■■■■■■■■E■■■O■■■■■■NEE■■■tom m ®III►III%■■■■■■■■■■■■■■■■■■■■■■■■■E� ®rI%II■■■■■■O■■■■■■■■■EEO■■OEM■■MEN m ®rIIIIII/III■■■■■■E■■■■■■■■■■■■■■■■■tom ®/I%III%II■■■EEO■■■■■■■■■■OM■■■■■■m►� �y7�En ®%IIIII■■■■■■■■■■■■■E■■■■■■■E■■■■■ E>• E�Ir■■■■■■■■■OE■■■■■E■■■■■■■■EEEO© ® mII■■E■■■■■■■■E■■■■■■E■■■■■■■E■■�� mII■■■■■■■■■■■■■■■M■E■ ■OMEN m m■■■■■■■■■■■EEO■■■■■■■■■■■■■E■E�•� m/II/I/II■■■■■■■■■■■■■■■E■■■■■E■■EE m m/II■■■■E■■■■E■■E■■■■■■■■■■■■■E■■�� mIINEE■■■■■E■■■■E■■■■■■NEE■■EMEN m mII%■E■■E■■■E■■■■■■■■■■■■■■■■■■■■© m■■■■■■ENE■■■■■■■■■■■■■■■■E■■■■ice Elm m►.►■■■E■■■■■■■E■■■E■■■■■■■E■■■■ram mar■■■■■■■■■M■■■■■■■■ ■■■■■■■M■■■rr>! mII■■■■■■■■■■■■■■■■E■O■■■■■■■E■M m■■■■■■■■■■ ■E■■■■■■■E■■■■O■■■■■E■� O■�m m■■■■■E■■■E■■E■■■■■■■■■■■■■■■E■t•� ®MME■E■■■■M■■■MM■■E■■■■■■■■■■■■� Om m■■■■■■E■■■■■NEE■■■■■■■■■■■■■■■s•� MEMO EM■■■MO■■■■■EE■■■■■■■■■■MEN � om mII■■E■■■■■■■■■■■■■■■■■■■■■■■■■■fE■1 ®■■■■■■■■MM■M■■■E■■■■ ■■■M■■■■■■■� �■■m m■■E■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■N■■■■■■■M■■■■■MM■■■■■■■M■■MMEM! O�m m■■E■■■■■■■■■■■■■■■■E■■■■■■MM■■EMEN m m ■■■■■■■E■E■■■■■■■■■■■■■■■■■■■E� mM■■■■■■■■■■■■■ENE■■■■■■■■■E■■■� m■NEE■■E■■■■■■■■■■■■■E■■■EE■■■■� m■■■■■■■■■■■■■■■■■E■■■E■E■■■E■■■� ��m m■■■■■■■■■■■■■■■■■■■■■E■■■■■■■■� m■■■■■N■■■■■■■■■■■■■■■■■■■■■■■■� ■gym _ . . ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON �r DISTRICT BOULEVARD CORONA AVENUE TO ATLANTIC BOULEVARD (Cl DATE: 4/23/2014 SURVEY BY: C. BUENDIA TIME: 11:30 AM - 12:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF 50TH ST DATE OF SURVEY 4123/2014 85th PERCENTILE 41.9 MPH 10 MPH PACE 33-42 MPH PERCENT IN PACE 63.7% POSTED SPEED LIMIT 40 MPH 25 MPH(advisory at bend ACCIDENT HISTORY NO.OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 3 TOTAL ACCIDENTS 18 ANNUAL ACCIDENT RATE 1.50 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC.IMILLION VEH.MILES 0.19 ACCIDENTS PER MVM SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 30,000 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL-ATLANTIC CROSSWALKS AT ATLANTIC PEDESTRIAN/BICYCLES FEW I NO TRUCK TRAFFIC YES(HEAVY) ON-STREET PARKING YES OTHER MANY AREAS OF RED CURB I AREAS OF NO PARKING ANYTIME BUS STOPS ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.71 VERTICAL CURVE NONE HORIZONTAL CURVE NONE (except slight bend at Corona) LATERAL VISIBILITY GOOD ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES 1 YES STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND SEVERAL RxR XINGS ADJACENT LAND USE INDUSTRIAL 1 BUSINESS RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 40 mph is within 1.9 mph of 85th percentile speed and meets CVG standards. File: District 2014-22 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON DISTRICT 4 / BOULEVARD CORONA BY*, TO AT ANTIIC BOULEVARD HCI D TIME: 11 :30 AM - 12:00 PM CHECKED BY: JERRY STOCK (;UMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 x 100.0% 55 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 x 100.0% 50 x 100.0% 49 x 98.8% 48 x 98.2% 47 x 98.2% 46 x 97.6% 45 x 97.0% 44 x 96.4% 43 x 92.3% 42 x 85.7% }PACE 41 79.2% )PACE - - -85PCT 40 x 72.6% }PACE 39 x 66.7% )PACE 38 x 63.7% }PACE 37 58.9% }PACE 36 x 48.8% }PACE - - - -MEAN 35 x 43.5% }PACE 34 x 36.3% }PACE 33 x 29.8% }PACE 32 x 22.0% 311 x 17.9% 30 x 14.9% - - -15PCT 29 x 11 .9% 28 x 9.5% 27 x 6.0% 26 x 3.6% 25 x 1 .8% 24 x 1 .8% 23 x 1 .2% 22 x 1 .2% 21 x 0.6% 20 x 0.0% 19 x 0.0% 18 x 0.0% 17 x 0.0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 42 MPH LOWER LIMIT 10 MPH PACE: 33 MPH 85th PERCENTILE SPEED: 41 .9 MPH PERCENT OVER PACE: 14.3 % MEDIAN SPEED: 36. 1 MPH PERCENT IN PACE: 631 % 15th PERCENTILE SPEED: 30.0 MPH PERCENT UNDER PACE: 22.0 % District 201422 l� � � ► • . m■■■■■■■■■■■■■....■■MEN■■■■.■■■INNINE m.■■■■.■............■■■■■■■■■..■� �m ®■■■■■■■■■.■■■■■■■■.NNE■.■■■■■■INIMME ® m......■■■■■■■.....■■...■■.....� m...■■■■■■.......■■■■■■■........�. �m ®■■■■■■..■■...■■■■ ® o■■■.■■■■■■■■■..■.■■■.■■■■■..■.MMMMl m.■■■■...............■.■■■■■■■..� �o m■■■.■■■.■■■....■■■...■■....■■■� m.■....................... ■■■■■.� ��m m■■■■■■■■■■■■■■■■■NNE■■■■■■■■■■� m m.■.■■■■■■■■■■■■■■■■■■■■■■■■■■■.� m■■■■■■■■■..■■■.■■■■■■■■■■■.■■■�•� m mII►II.■■■■■■■■■■.■■■■■■■■■■■■■■■f�� mIIIIIIII■■■■■.■■■■■■■■■■■■■.■■■■■■L'� im mI/IIIII//%.I..■.■■■■■■■■■■■■..■■■■■i7 mII/III■■■■■■■■■■■■■■■■■■■■■■■■■■i' m mr►►rr.■.■■.■■■■■..■■■■.■■■■■■■�� mrror►o■■■■ ■■■■■■■■■■■■■■■■■■■■tom ��m mirrr■■■■■...■.■■■■■..■■■.■■■■■�� mrrr►rro..■ ■.■■■.■■■■■■■.■■■■■■ice mom mo►rr�roi►■.■■■■■■■■■.■■■■.■■■■■sm mai■■■■...■ ■■■■■■■..■.■■■■■■■■■sr� m morIIII■■■■■..■.■■■■■■■■■.■■■■■■■tom m►I■■■■■■...■■.■■■.....■■■.■■.■■�� m►IIIII�..■■■■.■■■■■■■■■■..■■■■■■ . ■■■■■�� s:�m mrra►rrrao■■■■■■■■■.■■■.■■■■■■■�� mirr n rai■■■■■■■■■■■■■■■■.■■■■■s:� m mro■.■■■■■■■■■■■■..■■■■■■■■■■■■try mooair►i■■■■■■■■■■■■■■.■■■■■■■■ice `gym mrrr■■■■■■■■■■■■■■.■■■■■■.■■■■■�� mor.rrairr■■■■■.■■■■■■■■■■.■■■■`m �Til�m mi■►r■■■■■■■■■■..■.■■.■.■■..■■■�� m iir■■■■■■■■■■■■■■■■■■■■■■■■■s■�� ism ®r■■■■■■■...■■..■■■■■■.■■■.■■■■�� mr.►►►■■■■■...■■■■■■■■■■■■■■■■■■�� sum mIII■.■....■.■■■.■■■■■■■■■■■■■■■rr� mII%I►f■■■■■■■■■■■.■■■■■■.■■■■■■■■ice ..�7m mI■■■■.■■■■■■■■■■■■■■■■■■■■■■■■.� mIII/II■■■■■■■■■■■■■■■■■■■■.■■■■■.ice L!m mro■■■■■■■■■■..■■■■■■.■■■■■■■■■MPAN mrarr■■■■■■■.■■■■■■■■■■■■■■■■■■�� r�m mr■■.■■■■■■■....■■■■■.■■■■...■■. EN mrr►■■■■■■■....■■■■■■■■■■■■■..■�� mrr■.■■■■■■■■■■■■■■.■■■■.■■■■■■rrAM mr■.■■■■■■■■■■■■■■■■. ■■■■■■■■■■ gym ��m m■■■■■■■■■■■■■■■■■■.■■■■■■■.■■■� m■■■■■■.■■■■■■■■■■.■■■e■■■■■■■■�•� �+gym m■■■■■■■..■■■■■■■■■■■■■■■.■■■■■� mr.■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� .gym ®■■■■■■■■.■■■■■■■■.■MEN.■.■■...� ® ■■■■■■■■■■■■■■■■■■■■■■■■■.■■■�� ® m■■.■■■■■...■■■■■■■■mom.■■■■■■.MMMM m■■■■■■■...■■■■■■■■■■■■■■■■■■■■�� m ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON DISTRICT BOULEVARD AT VEEP BY BOULEVARD EAST CITY LIMITS HCI D O TIME: 10:45 AM - 11 :20 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF ATLANTIC (mild-block) DATE OF SURVEY 4/23/2014 85th PERCENTILE 39.8 MPH 10 MPH PACE 32 - 41 MPH PERCENT IN PACE 60. 1 % POSTED SPEED LIMIT 35 MPH 15 MPH (advisory at bend ACCIDENT HISTORY NO, OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 1 TOTAL ACCIDENTS 2 ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.31 ACCIDENTS PER MVM SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 51600 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL - ATLANTIC CROSSWALKS AT ATLANTIC (sch) PEDESTRIANIBICYCLES FEW / NO TRUCK TRAFFIC YES (HEAVY) ON-STREET PARKING YES OTHER AREAS OF NO STOPPING ANYTIME PEDESTRIAN USE 6 It PLATFORM WALL ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.79 VERTICAL CURVE NONE HORIZONTAL CURVE SLIGHT CURVE AND BEND AT ATLANTIC LATERAL VISIBILITY GOOD ROAD CONDITIONS POOR SIDEWALKS/DRIVEWAYS NO / YES (SB) - NO / NO (NB) STREET LIGHTING YES OTHER NO SHOULDER FAST SIDE RxR XING / SOLID DBL YELLOW CENTERLINE ADJACENT LAND USE INDUSTRIAL / LA RIVER RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph is within 4.8 mph of 85th percentile speed and meets CVC standards. File: District 2014-23 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON DISTRICT 23OULEVARD ATLANTIC C A IC BOULEVARD TOEAST CITYLIMITS HCI D TIME: 10:45 AM - 11 :20 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 N 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 x 100.0% 50 x 100.0% 49 x 99.3% 48 x 99.3% 47 x 98.6% 46 A 98.6% 45 x 98.0% 44 x 96.6% 43 x 95.3% 42 x 93.2% 41 x 89.9% )PACE 40 x 86.5% }PACE 39 x 79.7% }PACE - - -85PCT 38 x 73.6% )PACE 37 x 66.9% }PACE 36 1 IX 60.8% }PACE 35 x 51 .4% )PACE 34 x 45.3% }PACE - - - -MEAN 33 x 40.5% )PACE 32 x 35.8% )PACE 31 x 29.7% 30 x 27.7% 29 x 20.9% 28 x 16.9% 27 x 13.5% - - -15PCT 26 x 9.5% 25 x 7.4% 24 x 4.1 % 23 x 3.4% 22 x 2.0% 21 x 2.0% 20 x 1 .4% 19 x 0.7% 18 x 0.7% 17 x 0.0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 41 MPH LOWER LIMIT 10 MPH PACE: 32 MPH 85th PERCENTILE SPEED: 39.8 MPH PERCENT OVER PACE: 10. 1 % MEDIAN SPEED: 34.8 MPH PERCENT IN PACE: 60.1 % 15th PERCENTILE SPEED: 27A MPH PERCENT UNDER PACE: 29.7 % District 2014-23 rRAL4noniol NOW ®■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■i® ®■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■� ■�[Q7 m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ■gym ®■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■� ®ENN■■■E■■■■■E■E■■MEN■■■■■■■■■■� �® m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ Ea � �m ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� �® CA m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■� om m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�» a•�m m►.■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� ma■■■■■■■■■■■■■■■■■■■■NEON■■■■■�� E�m mio■■■E■■■■■■E■■■■■N■■■NONE■■N■© m■■■■■■■■■■■■■■■■■■■■■■■EN■■■■■Nun iim maaa■■■■■■E■■NN■■■■■■■■■N■■■■ENN� maa.NEE■■■■■■■■■E■■■■■■■■■N■■■■■�� o■■■■■■■■■■O■■■■■■■■■■N■■■■■■■■� mar►aarr■■■■■■N■■■■■EN■■■■■■■■Er.� ��m mr.Errrr.■■■E■■■■■■■■■■■N■■■■■■■■�r� marry.■■■■■■■■■■■■■■■EE■N■■■E■■■�� m ma►.■■■■■■■■■■■E■■■■■■N■■■■■NE■■Nr� maIIIII►IIII/■■■■■■■■■EN■■■■■ENEE■■■ ® maraaall■■■■■E■NE■■■■■■■■■■■■■■■ice mIIGIIIIIIIIINN■■■■■■■■■■■■■■O■■■N■■ii� �L�m ®ally■■■■■■■■■■■■■■■■■■■■■■■■■■t! mIIIIaI■■■■■■■■■■■■■■■■■■■■■■■EEC �i�® mall%II■■■■■■■■■N■■■N■■■■■■■■■■■■t■■1 m%/Ia■N■■■■■■■NEE■■■■■■■E■■■■N■■N� iim ®aaa■■■■■■■■■■■■■■■■N■■■■■■■■■■�� ®I/IIIIII■■■■■■■■■NEE■■■■■■E■■■N■■■■G! ice® ®►II■■■■■■■■■■■■■■■■■■■■■■■N■EN■ri/� ®/a/IIIIINEE■■■■■■■■■■ ■■■■NEE■■■ice fi1•® mI/IIIII/II■■■■■■■■■NE■■■E■■■■■■■■■■�� maul/I%a■■■■■■■N■■■■■■■■■■■■■■■■■© ma/as■■E■■■■■■■■E■■■E■■■■■N■■■■NC'i maa■■E■■■■■EN■■■■■■■■■■■■■■■■■■© t►•im mII%II■■■E■■■■■■■■■■■■■■■■■■■■■■■Ei mII/II■■■■■■■■■■■■■E■N■■■■E■E■■■Nicer N■%�® mI/■■■■■■■■■■■■■■■■■E■■■■■N■■■■ri■■ mI/NE■■■■■■■■■■■N■■N■■■E■■E■E■■■�■� N■:im ® /IIII■■■■■■■EN■■■■E■■N■N■■■■■■■■�i ®aaNE■■■■NEE■■■■■■■■■NN■■■■■■E■■F� Ems® ®I■■■N■■■■■■■■■■■■■■■■E■■■■■■■■�� ®a■■E■■■■N■■■■E■■■■■N■■■■EEEE■N�■� ice® mI■■■■■■■■E■■■■■E■N■■■■■■■■■■■■�� m■■■■E■■■■■NEE■E■NEE■■E■■E■■■■■� �ENIm m■■■■■■■■■E■■■■■■NON■■■■■■■■■E■� m■■■■■■■N■N■■■■■■■■■■■■■■NEE■■■E�■ ��m ®■��■Eiii■iiiiiiiiii� miiii■iiiiiiiii■iiiiiiiiiii■iii� ■�® ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCIDOO NEY 4 ROAD 14 SURVEY BY:WASHINGTON BOULEVARD TO VERNON AVENUE DATE: TIME: 10:30 AM - 11 :00 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF BANDINI DATE OF SURVEY 4/28/2014 85th PERCENTILE 37.9 MPH 10 MPH PACE 30 - 39 MPH PERCENT IN PACE 68.5 % POSTED SPEED LIMIT 35 MPH ACCIDENT HISTORY NO, OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 1 TOTAL ACCIDENTS 2 ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.07 ACCIDENTS PER MVM SPEED RELATED ONLY TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 31 ,650 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL - WASHINGTON / VERNON / BANDINI CROSSWALKS AT WASHINGTON / VERNON / BANDINI PEDESTRIANBICYCLES YES / FEW TRUCK TRAFFIC YES (HEAVY) ON-STREET PARKING NO OTHER NO STOPPING ANYTIME BUS STOPS ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.60 VERTICAL CURVE MODERATE UP-DOWNHILL GRADE (under 26th St bridge) HORIZONTAL CURVE MODERATE 'S' CURVE (north of Bandini) LATERAL VISIBILITY LIMITED SIGHT DISTANCE ROAD CONDITIONS POOR SIDEWALKS/DRIVEWAYS YES / FEW (SB) - YES / NO (NB) STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND MANY AREAS OF NO SHOULDERS ADJACENT LAND USE INDUSTRIAL RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph is within 2.9 mph of 85th percentile Speed and meets CVC standards. File: Do ey2014-24 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON DO NE4Y R$OOAD 14 ASHIINBGYON BOULEVARD BD TO VERNONAVEN HCI DATE: I TIME: 10:30 AM 11 :00 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 100.0% 50 x 100.0% 49 x 100.0% 48 x 100.0% 47 x 100.0% 46 x 99.3% 45 x 99.3% 44 x 98.6% 43 x 97.2% 42 x 95.8% 411 x 94A% 40 x 93.7% 39 x 89.5% }PACE 38 x 85.3% }PACE 37 x 80.4% }PACE - - -85PCT 36 x 76.2% }PACE 35 x 69.2% }PACE 34 x 58.0% }PACE 33 x 46.9% }PACE - - - -MEAN 32 x 40.6% ?PACE 31 x 35.0% )PACE 30 x 28.0% )PACE 29 x 21 .0% 28 x 17.5% 27 x 16.1 % 26 x 14.7% - - -15PCT 25 x 11 .9% 24 x 8.4% 23 x 5.6% 22 x 5.6% 21 x 4.9% 20 x 4.2% 19 x 2.1 % 18 x 0.0% 17 x 0.0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 39 MPH LOWER LIMIT 10 MPH PACE: 30 MPH 85th PERCENTILE SPEED: 37.9 MPH PERCENT OVER PACE: 10.5 % MEDIAN SPEED: 33.3 MPH PERCENT IN PACE: 68.5 % 15th PERCENTILE SPEED: 26.2 MPH PERCENT UNDER PACE: 21 .0 % Do oy 201424 •• . �4P.TiM`11�1�L'll - • 'b11j1MLLP � � � . ® ■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ®■■■■■■■■■■■MEMO■■■■■■■■■■■■■■■� �m m■E■■■■MO■■■■■N■■■■■■■■■■■■■OM■■■■■ m■■EEO■■N■■■O MEN■N■■MM■■E■■■E■■E■■El �m !33■■■■■■■M■■■■■■■■■■■■■■■■■■■■■Mee■■■ ®m®■■s■m■■mE■■■■■■■■■■■■■■■■■■■■■■� gym_ MEMM M■NNEN■m■mmsomm■mmommommo� MENN■N OM■N M■MOSMEMNOS�■�� m ®■■■■■oE■■■■■■■■■■■■■■■■■■■■■■■� ®s■■■■■■■■■■■m■■■■■■■M■ ® m■■■■■■■N■■■■■■■■■■■■■■Ne■■■■■■■■■■ m■■■N■■■■N■■■■E■■o NNE■o■ m ®■■■■■■■■NEE■■■■■■■■■■■■■■■e■■■� ®■■M■■■■M■ME■■■N■NEON■NEON■■■■■� �® m■■ ■■E■N■■■■O MEN■MEMO■■■■■■NEON i, ■�® ®■■■■■■■■■■■■■■■■■■■■Ns■■■■■!7E■� m■■■moss■■■■N■■■■m■mm ■■■mmE SEEM s� �® mE■■■■■■■■■■■NE■■■E■■N■■■■■■■■■ In m■■M■■■■■■■■■■■■■■■sm■■■N■■ON■■mommmoommmo � Om moomm■■■oEN■■■■N■■■■■■mommos■■me m■■■ON■MEMO■N■ON■■o■■■N■■NN■■M■� � m mI■o mMM■■■■M■■■■M■■■■■N SOMEONE ENEON mmm m■■■m■■■■■■■■■■■mom■■■■■■■■■■■■A MOONS s■e■E■■■■■■■■NNE■■■■■■SEEN ■ # M mE■■E■■M■■■■■■■■m■M■■■■■■■■■■■ m►I■■■■■■■Mom■■■■■■■■■■N SEE■NEON t� mummm■OE■■■■■■■N■■oN■■Ns■N■■■■Mir m►J■■N■■■O■N■■■■■■■■■■o■■■■m■m■■�� rO■m mim■■N a M■■■■■■■EEM■M■■■M■ ■■■■o■NOM■ MWOMM mII■■■■■■■■E■m■■■■■■■■■■■■mm■■■f m■M■■■■m■■■EM■■■m■■oo■■■M■■MEMO t.7• SWIMMER lam■■m■ MUN■■■■ME■■ ■M■■■E NEON■MOON■OMEN =mm MQDMGI■■■■■■■■■■■■■■N■■■■■■■■■e■tom MORM■M■■Es■■m■s■m■■■N■■■■E■■O■■Mf.� MERNEM ■ME■■■■■■Em■■ mII/IIImNEE■■■■oO■■■■■E■mm■■■■■■m■�G� mEIII■■■M■■■■MO■OEMEM� tmfm cilussonsomN■■■N■■■■■■■e■E■■■N■■Mtn mrE■■■■■■■■■■■■■E NEON■■■NN■N■■■�� mr/lEm■■■t■■■■■■E■■■■N■■■EN■■E■E�� m/I►IIIN■■■N■■■■■E■■E■■■■E■■E■■N■■icy tam KlmanOII■ "FAROIons ENE■■■ME■■■E■■M■■■■■NE■ mm miosuffis m■rr■rirr■■■EN■■O■■■m ■■■■■■■M■E il►/Wm E30III%II/III■■EEm■■■E■s■NE■■■■■■OMAVEN E3600III!►■■MO■■■■■■■s■■■■■s■m■■ mimf ! m/�r/%I■■■■■ME■■■■■■■■■■s■■■■■NE[I1• mIIMGM■■EN■■■■ONE oMEMO■■■E■■■■■■ `REM mIIM■■■■■■■■■■■N■■■■■E■■■■■■■N■�O• mspArnam ■■N■■■M■■■E■■■EM■■■■■■N■ m ®IIOOM■■■N■■■■■■■■■■■■■■■■■■■■■© m►III/III///IIIII■E■N■N■■■■N■■N■■■■■■E■ti.O• �i7m mIIIIIOII/I■N■■■ON■■■■■N■■■■■■■■■N■i►1• m/IM■II■■SEEN■MEMO■■NEW■NONE■OMEN S'! inEA MUNDUG■N■■■■■■■■■■■■■■■■■■■■■■■EWME m■NONE■NONE■■■■■■■MEN■■■NE■■EN■t%>■ film m■■m■■■■■■■■■o■■■■■■s■■■N■■■■■NOS "Nomom■■o■■■■■ENE m■■■M■■■■■OMEN ire 0010m mII/Em■s■NO■E■■Oo■■■■N■■EN■■■■N■�O• m■■EN■■■oM■■MEN■■■N■■om■■■■■■■■0 ©m mE■■E■■■OE■■■■■Ms■■■■■■mmm■■■■mwoi mIIII ON■■■N■■OEM■■■E■■■MM■■■■■ENS', t'Rm ®II■mM■M■■■■M■■■■■■■■■■■■■■■N■■ice m9100■M■■■■■ ■■■NE■■N■■■■■■■■NEON E>• film ml/omo■■■■■■■eESN■■■■sN■■■■■■NO■�ili1 mIIII■■■■NO■■■■■■■■■■■■■■■O■■■E■■ tii> t'm m■■■■■■■■■■■■O■■■N■■■■Ee■■■■■■■E>1 m■■NE■■■■M■■■O ENE■■■EON■■■■■■Nm0 iTi7m ®E■■■■ON■■■ ■■■■■■■■■■■■■■■■■■■■t+� m■eE■■M■■■■■■■■■■■■N■■■■■■■■■■■�� ililm UIIEEE■ME■■■ME■■■■NEE■■■■■■■■EN■ice INANN■■MERE■■NE■■NNE■ENE■■E■ENE■■ECG MME•3il m I■■MEN■■■■■■■■N■■O■■■■■■■■■N■■ice mII■N■■■E■■■■O■■■■■■■■■■■■■■■■■■© Ei1m mII■■■■■■SON■■■MOO■■■■■■■■M■■■■■iMi mI%■EON■■E■■■■E■■■NN■■e■■■■■■M■ilk MWMMM m■EEO■■■■■O■■mm■s■■■■■■■■■■■■■■� mO■■MERE■ON■N■N■■■■eN■■■■■■■■N■� rm m■■■■■■N■m■■■■m■■■■s■■■■■■■■■■ on NNE �m miiiiiiiiiiiiiiiiiiiiiiiiiiiiii� m ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON DOWHCI DATE: 4/28//22014 SURVEY BY: BY: C. BUEND BE TO LAND AVENUE TIME: 11 :00 AM - 11 :30 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY NORTH OF EXCHANGE DATE OF SURVEY 4/28/2014 85th PERCENTILE 38.5 MPH 10 MPH PACE 27 - 36 MPH PERCENT IN PACE 64.5 % POSTED SPEED LIMIT 35 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 2 TOTALACCIDENTS 6 ANNUAL ACCIDENT RATE 1 .00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0. 17 ACCIDENTS PER MVM SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 25,350 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL - VERNON / DISTRIC / LEONIS / FRUITLAND CROSSWALKS AT VERNON / DISTRIC / LEONIS / FRUITLAND PEDESTRIAN/BICYCLES YES / FEW TRUCK TRAFFIC YES (HEAVY) ON-STREET PARKING PARTIAL OTHER NO STOPPING ANYTIME BUS STOPS ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0,62 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS POOR SfDEWALKS/DRIVEWAYS NO / YES (NB) - YES / YES (SB) STREET LIGHTING YES OTHER SOLID DBL YELLOW AND PAINTED ISLAND NO SHOULDERS / RXR RINGS ADJACENT LAND USE INDUSTRIAL / BUSINESS RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph is within 3.5 mph of 85th percentile speed and meets CVC standards. File: Do eY2014-25 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCIDOWNEY ROAD VERNON AVENUE TO FRUITLAND AVENUE DATE: 4/28/2014 SURVEY BY: C. BUENDIA TIME: 11 :00 AM - 11 :30 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100 0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 511 x 100.0% 50 x 100.0% 49 x 100.0% 48 x 100.0% 47 x 100.0% 46 x 99.3% 45 x 98.7% 44 x 98.7% 43 x 98.0% 42 x 96.7% 41 x 94. 1 % 40 x 91A% 39 x 86.8% 38 x 82.9% - - -85PCT 37 78.9% 36 x 75.7% )PACE 35 x 67.8% )PACE 34 x 61 .2% )PACE 33 x 54.6% )PACE 32 x 46.1 % )PACE - - - -MEAN 31 39.5% )PACE 30 x 30.9% )PACE 29 x 25.0% }PACE 28 19.1 % }PACE 27 x 17.1 % }PACE 26 x 11 .2% - - -15PCT 25 x 10.5% 24 x 7.9% 23 x 5.3% 22 x 3.9% 21 x 2 6% 20 x 1 .3% 19 x 1 .3% 18 x 0.0% 17 X 0.0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 36 MPH LOWER LIMIT 10 MPH PACE: 27 MPH 85th PERCENTILE SPEED: 38.5 MPH PERCENT OVER PACE: 24.3 % MEDIAN SPEED: 32.5 MPH PERCENT IN PACE: 64.5 % 15th PERCENTILE SPEED: 26.6 MPH PERCENT UNDER PACE: 11 .2 % D� ay 201a25 m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■� �m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� tttt�m m■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■ONEE m■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■� �m ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� �® ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ®■■■■■■■■■■■■■■■■■■■■ ■NONE■■■■■� ® m■■■■■■■■■■■■■■■■■■■■■■■■■■■u■■� me■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■/■■■■■■■■■■■■■■■■■■■■■■■■� �m m■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■� ma■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� ism m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� me■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� aim m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ttr� m m►■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� m■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■t�� iim mIII■■■■■■■■■■■■■■■■■■■■■■■■■■■■�iil m■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■try i7MMm m%IIII■■■■■■■■■■■■■■■■■■■■■■■■■■■ice m/■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■�■� <r!m m■I//■■■■■■■■■■■■■■■■■■■■■■■■■■■■iE mIII■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■wit !SMm Dre A■■■■■■■■■■■■■■■■■■■■■■■■■■Ei mIIIII/J■■■■■■■■■■■■■■■■■■■■■■■■■/tom iim m■IIII■■■■■■■■■■■■■■■■■■■■■■■■■■t�! mIIII■■■■■■■■■■■■■■■■■■■■■■■■■■■■i�if tifm mII1III■■■■■■■■■■■■■■■■■■■■■■■■■■Si mI/IIIIIIIIIIII■■■■■■■■■■■■■■■■■■■■■■Ei �t�m ®MAINI MAMMON■■■■■■■■■■■■■■■■■■■■iri ®(IIII■■■■■■■■■■■■■■■■■■■■■■■■■■NEE tit® m%I■■■■■■■■■■■■■■■■■■■■■■■■■■■■i7i mIIIJIII■I/JI■■■■■■■■■■■■■■■■■■■■■■<ts E►im ®I%II/JII/■■■■■■■■■■■■■■■■■■■■■■■tif ®►IIIIOII■■■■■■■■■■■■■■■■■■■■■■■ice ■t•® ®I%IIIII■■■■■■■■■■■■■■■■■■■■■■■■■Eil ®IIII►IIII■■■■■■■■■■■■■■■■■■■■ ■■■■■E�i ® m/I►III■■■■■■■■■■■■■■■■■■■■■■■■■■■Ei ®IIIIIIIIIIIIIIIII/I■■■■■■■■■■■■■■■ ■■■■■t■fit■F.i® m%IIIII/II■■■■■■■■■■■■■■■■■■■■■■■■■�.it mIIII/II■■■■■■■■■■■■■■■■■■■■■ ■■■■■L' S4■■m m�III►I■■■■■■■■■■■■■■■■■■■■■■■■■■t'� mIIII%III■■■■■■■■■■■■■■■■■■■■mom■■Eif Slim mJIII■■■■■■■■■■■■■■■■■■■■■■■■■■■Ei m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■0 E.im mIIIIIIII►JI■■■■■■■■■■■■■■■■■■■■■■■■t/i ®I/I//I■■■■■■■■■■■■■■■■/■■■■■■■■■■�i S.7 ® m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■t•E mI■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ii ism m%I/II■■■■■■■■■■■■■■■■■■■■■■■■■■■Ei mII■■■■■■■■■■■■■■■■■■■■■■■■■mom ■tE Sifm m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�>t mer..■■■■■■■■■■■■■■■■■■ ■■■■■■■■■NEW trim mO■■■■■■■■■■■■■■■■■■■■■■■■■■■■■t■E mI■■■■■■■■■■■■■■■■■■■ ■■■■■■MEMO St' ©m ®IIII■■■■■■■■■■■■■■■■■■■■■■■■■■■■tiE ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■t.� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■u tttr.�m so mi■■■■■■■■■■■■■■■■■■■■■■■■■■■■■gym mr■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� sum ENGINEERING AND TRAFFIC SURVEY u T CITY OF VERNON ll �l DATE: ROAD 14 FRUITLAND gD AVE CUB E SLAUSON AVENUE NDIA TIME: 11 :40 AM - 12:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA SOUTHBOUND ONLY LOCATION OF SURVEY SOUTH OF FRUITLAND DATE OF SURVEY 4/2812014 85th PERCENTILE 39.9 MPH 10 MPH PACE 32 - 41 MPH PERCENT IN PACE 74.4 % POSTED SPEED LIMIT 35 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 4 ANNUAL ACCIDENT RATE 0,00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH, MILES 0.00 ACCIDENTS PER MVM SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 12,900 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL - FRUITLAND / SLAUSON CROSSWALKS AT FRUITLAND / SLAUSON PEDESTRIAN/BICYCLES FEW / NO TRUCK TRAFFIC YES (HEAVY) ON-STREET PARKING NO OTHER NO STOPPING ANYTIME ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.52 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES / YES (SB) - NO / NO (NB) STREET LIGHTING YES OTHER SOLID DBL YELLOW CENTERLINE ADJACENT LAND USE INDUSTRIAL / RxR (parallel east side RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph is within 4.9 mph of 85th percentile speed and meets CVC standards. File: Do y2014-26 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCIDOWNEY ROAD FRUITLAND AVENUETO SLAUSON AVENUE DATE: 4/28/2014 SURVEY BY: C. BUENDIA TIME: 11 .640 AM - 12:00 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0 59 x 100.0% 58 N 100.0% 57 x 100.0% 56 x 100.0% 55 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 100.0% 50 x 100.0% 49 x 100.0% 48 x 100.0% 47 x 100.0% 46 x 100.0% 45 x 98.9% 44 x 98.9% 43 x 97.8% 42 x 96.7% 411 1 x 91 .1 % )PACE 40 x 85.6% )PACE 39 x 80.0% )PACE - - -85PCT 38 x 73.3% )PACE 37 x 68.9% )PACE 36 x 58.9% }PACE 35 x 53.3% )PACE 34 x 42.20/6 }PACE - - -MEAN 33 x 36.7% )PACE 32 x 25.6% )PACE 31 x 16.7% 30 x 13.3% - - -15PCT 29 x 11 . 1 % 28 x 7.8% 27 x 6.7% 26 x 3.3% 25 x 2.2% 24 x 1 .1 % 23 x 1 .1 % 22 x 0.0% 21 x 0.0% 20 x 0.0% 19 x 0.0% 18 x 0.0% 17 x 0.0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 41 MPH LOWER LIMIT 10 MPH PACE: 32 MPH 85th PERCENTILE SPEED: 39.9 MPH PERCENT OVER PACE: 8.9 % MEDIAN SPEED: 34.7 MPH PERCENT IN PACE: 74A % 15th PERCENTILE SPEED: 30.5 MPH PERCENT UNDER PACE: 16.7 % o�ay zo�a2s 'IdEYC�Y4�1�11 ...........EC.................. .....................■■■■ MEN P3 .....� �m ®..............................� ®...........................■■■� �® ®..............................� ®.......... ...........■.■■ m m..............................� m.................... ..■■■■■■■■� Om 0..............................� m............... .......■■■.■■■■� �m m..............................� m..............................� .im m.............................. � tmr.....N■■■■■■■■■■■■■■■■■■■■■■■ice ism mm m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■a■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� mIIIIIIIII■■■■■■■■■■■■■■■■■■■■ ■■■■■i.^i ��m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� mII►I►III■■■■■■■■■■ ■■■■■■■■■■■■■■■ice S.7m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� mIJ►IIIII■■■■■■■■■■■■■■■■■■■■■■■■■�� m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� mIIIIII►III■■■■■■■■■■■■■■■■■■■■■■■■tit ■■gym m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m►IIIII■■■■■■■■■■■■■■■■■■■■■■■■■■ti sim ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� 17/III►II/(/IIIII■■■■■■■■■■■■■■■■■MEMO NGi .aim m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� No MEMO �ifm m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� t�IIII%IIIIIIIIIIIII■■■■■■■■■■ ■■■■■■■■■■i[�7 ii•® m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� tIIIIIII■■■■■■■■■■■■■■■ ■■■■■■■■■■titMifm m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� 1KKI►I■III■III/NM ENE■ ■■■■E■■N■■■■■N■.[7 .Gomm m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■tttti mIIII►IIIIIII■■■■■■■ ■■■■■■■■■N■■■■■i'.it .-itm tm■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� NONE mom iil® m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■r.■■■■N■■■■■■■■■■■■■■■■■■■■■■■i►�J rim m■■■■N■■■■■■■■■■■■■■■■■■■■■■■■■� mIIIIII■■■■■■■■■■■■■■■■■■■■■■■■■■■E� m■■■■■■■■■■■■■■■■■■■N■■■■■■■■■■� m i■■■■■■■■■■■■■■■■■■■■■■■■■■■■■iO■ aim m■■■■N■■■■■■■■■■■■■■N■■■■■■■■■■� mrr■■■■■■■■■■■■■■■N■■■■■■N■■■■■�� ■•m m■■■■■■■■■■■■■■■■N■■■■■■■■■■■O■� mr.■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■�� om m■■■■■■■■■■■■■■■■■■■■■■■■■■■■N■� ®■■■N■■■■■■■■■■■■■N■■■■■■■■■■■■ice ism m■■■■■■■■■■■■■■■■NON■■■■■■■■■■■� mr■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�i iim m■■■■■■■■■■■■■■■■N■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■ m m■■■■■■■■■■■■■■■■■E■N■■■■■■■■■■� m■■■■■■■■■■■■■■■■N■■■■■■■NEE■■■ �m t�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ttn■■■EEO■■■■■■■■■■■■■■■■■■■ ■■■■■� ■itm NOR ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON FRUITLAND AVENUE SANTA FE AVENUE TO SOTO STREET HCI DATE: 4/14/2014 SURVEY BY: C. BUENDIA TIME: 1 :00 PM - 1 :30 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF PACIFIC DATE OF SURVEY 4/14/2014 85th PERCENTILE 36.2 MPH 10 MPH PACE 26 - 35 MPH PERCENT IN PACE 76.6 POSTED SPEED LIMIT 35 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 2 TOTAL ACCIDENTS 6 ANNUAL ACCIDENT RATE 1 .00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACCJMILLION VEH. MILES 0.41 ACCIDENTS PER MVM SPEED RELATED ONLY TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 117000 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL - SANTE FE / PACIFIC / SOTO CROSSWALKS AT SANTE FE / PACIFIC / SOTO PEDESTRIAN/BICYCLES YES / FEW TRUCK TRAFFIC YES (HEAVY) ON-STREET PARKING PARTIAL OTHER MANY AREAS OF RED CURB MANY AREAS OF NO STOPPING ANYTIME ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.61 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS POOR SIDEWALKS/DRIVEWAYS YES / YES (MANY) STREET LIGHTING YES OTHER SOLID DBL YELLOW CENTERLINE RxR XINGS ADJACENT LAND USE INDUSTRIAL / BUSINESS RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph is within 1 .2 mph of 85th percentile speed and meets CVC standards. File: Fruitland 2014-27 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON FRUITHCI DATE: 4/14/2 14 SURVEY FIE AVENUETO COB ND A O STREET TIME: 1 :00 PM - 1 :30 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 x 100 .0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 x 100.0% 50 x 100.0% 49 x 100.0% 48 x 100.0% 47 x 100.0% 46 x 100.0% 45 x 100.0% 44 x 100 .0% 48 x 100.0% 42 x 100.0% 41 x 99.4% 40 x 98.7% 39 x 96.8% 38 x 91 .8% 37 x 88.0% 36 x 84.2% - - -85PCT 35 x 82.3% }PACE 34 x 77.8% }PACE 33 x 69.0% }PACE 32 x 61 .4% }PACE 31 x 54.4% }PACE 30 x 44.3% }PACE - - - -MEAN 29 x 31 .6% }PACE 28 x 22.2% }PACE 27 x 15.2% }PACE 26 x 10. 1 % }PACE - - -15PCT 25 x 5.7% 24 x 1 .9% 23 x 1 .3% 22 x 0.6% 21 Ix I 1 0.0% 20 x 0.0% 19 x 0.0% 18 x 0.0% 17 x 0.0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 35 MPH LOWER LIMIT 10 MPH PACE: 26 MPH 85th PERCENTILE SPEED: 36.2 MPH PERCENT OVER PACE: 17.7 % MEDIAN SPEED: 30.6 MPH PERCENT IN PACE: 76.6 % 15th PERCENTILE SPEED: 27.0 MPH PERCENT UNDER PACE: 5.7 % Fmitland 2014-27 oho � � � • � � , � � a�:• • m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ■■■gym m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■� Mom m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■ CNN ■■■■■■■■■■ m ®■■■■■■■■■■■■■■■■■■■■■■■■■■■�■■� ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ® m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ■gym m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ■gym m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ SEEMm m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ SEAMIER ■� �m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� mi■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� SE■.m D/■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ice mI■■■■■■■■■■■■■■■■■■■■■■■■■■■■■i■� ME♦m moi■►ro■■■■■■■ME■■■■■■■■■■■■■■■�►� m it■■■■■■■■■■■■■■■■■■■■■■■■■■■■gym E■■m mIII■■■■■■■■■■■■■■■■■■■■■■■■■■■�� m►%I■■■■■■■■■■■■■■■■■■■■■■■■■■■�� tam ®i/III■■■■■■■■■■■■■■■■■■■■■■■■■■�'! ®III■■■■■■■■■■■■■■■■■■■■■■■■■■■■© tam ®►I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� m►I/IIIIII/I■■■■■■■■■■■■■■■■■■■■■■■■t►� 007® mIIIII■■■■■■■■■■■■■■■■■■■■■■■■■■L� mI%%�IIOI%II■■■■■■■■■■■■■■■■■■■■�4 ■IL''am mrrrn■■■■■■■■■■■■■■■■■■■■■■■■■�-� mivirrr■■■■■■■■■■■■■ ■■■■■■■■■■ice ■ETWANm manor.oar■■■■■■■■■■■■■■■■■■■■■■■r.EN mriii■■■■■■■■■■■■■■■■ ■■■■■■■■■■�� mllmm mi►ora►nn■■■■■■■■■■■■■■■■■■■■■gym ®■nnoo■■■■■■■■■■■■■ ■■■■■■■■■■ice mr,�m mioaaroaaooaa■■■■■■■■■■■■■■■■■■�� maona000■■■■■■■■■■■■ ■■■■■■■■■■■ram I_r.Im m►I►IIIII%I%III■■■■■■■■■■■■■■■■■■■■■Sim m►II/III►I►J■■■■■■■■■■■■■■■■■■■■■■■■ t�f INCSIm m/IIII/IIa►III■■■■■■■■■■■■■■■■■■■■■Si■■ m►IIO■■■■■■■■■■■■■■■■■■■■■■■■■■■i•� IN1■■m ma/IIII■■■■■■■■■■■■■■■■■■■■■■■■■■■E� ®II/II■■■■■■■■■■■■■■■■■■■■■■■■■�-� S�® mI■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� mIIIIII/II■■■■■■■■■■■■■■■■■■■■■■■■tom ism ®I/III■■■■■■■■■■■■■■■■■■■■■■■■■■■�� ®IIIII■■■■■■■■■■■■■■■■■■■■MEMO O■■ tam mIII■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� m■■■■■■■■■■■■■■■■■■■■■■■■■■M■■■0 mmm ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ®I■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■ tom �� ® m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ma■■■■■■■e■■■■■■■■■■■■■■■■■■■■■ �� tam ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ®■■■■■■■■■■■■■■■■■■■■■■MEM■■■■■ � �® m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ■gym Will ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON FRUITLAND jl CI DATE: 41 4/01' E SOTO STREET TO D ROAD 4 SURVEY BY:: BUEND A u TIME: 1 :30 PM - 2:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY WEST OF BOYLE DATE OF SURVEY 4/14/2014 85th PERCENTILE 35.8 MPH 10 MPH PACE 26 - 35 MPH PERCENT IN PACE 73.8 POSTED SPEED LIMIT 35 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 1 TOTAL ACCIDENTS 7 ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.19 ACCIDENTS PER MVM SPEED RELATED ONLY TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 81650 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL - SOTO / BOYLE / ALCOA / DOW NEY CROSSWALKS AT SOTO / BOYLE / ALCOA / DOWNEY PEDESTRIAN/BICYCLES YES / FEW TRUCK TRAFFIC YES (HEAVY) ON-STREET PARKING YES OTHER MANY AREAS OF RED AND GREEN CURB AREAS OF NO STOPPING ANYTIME ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.85 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS POOR SIDEWALKSIDRIVEWAYS YES / YES STREET LIGHTING YES OTHER SINGLE DASHED AND SOLID DBL YELLOW CENTERLINE ADJACENT LAND USE INDUSTRIAL / BUSINESS I RESIDENTIAL few RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph is within 0.8 mph of 85th percentile speed and meets CVC standards. File: Fruitland 2014-28 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCIFRUITEY ROD DATE: AND4/14 A014NUE SUR ES BY:VEOTR TO DO CN BUENDAIA TIME: 1 :30 PM - 2:00 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 x 100.0% 55 R 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 100.0% 50 x 100.0% 49 x 100.0% 48 x 100.0% 47 x 100.0% 46 x 100.0% 45 N 100.0% 44 N 99.4% 43 x 98.2% 42 x 97.0% 41 x 95.1 % 40 x 92.7% 39 x 90.2% 38 x 87.8% 37 x 87.2% 36 x 85.4% 35 x 83.5% }PACE - - -85PCT 34 x 73.8% }PACE 33 x 67.7% }PACE 32 x 55.51/o }PACE 31 x 47.6% )PACE - - - -MEAN 30 x 37.8% }PACE 29 x 30.5% }PACE 28 x 25.6% }PACE 27 18.9% }PACE 26 x 12.8% }PACE - - -15PCT 25 x 9.8% 24 x 7.3% 23 x 4.9% 22 x 3.0% 21 x 1 .8% 20 x 0.6% 0.0% 18 x 0.0% 17 x 0.0 / 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 35 MPH LOWER LIMIT 10 MPH PACE: 26 MPH 85th PERCENTILE SPEED: 35.8 MPH PERCENT OVER PACE: 16.5 % MEDIAN SPEED: 31 .3 MPH PERCENT IN PACE: 73.8 % 15th PERCENTILE SPEED: 26A MPH PERCENT UNDER PACE: 9.8 % FuiBand 201428 BALftei m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■� �m ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ®■■■■■■■■■■■■■■■■■■■■ ■■■NEMESES ® ®■■■■■■■■■■■■■■■■■■■■■■■■■■■�■■� ®■■■■■■■■■■■■■■■■■■■MEMO■■■■■■■� �® o■■■■■■■■■■■■■■■■■■■■■■■E■■■■■■� m■■■■■M■MM■■■■■■■■■M■ME■■■■■■■■■■� ■■gym mM■■■■■■■■■■■■■■■■■■■OEM■■■■■■M■■■■ m■■■■■M■■MM ■■■■■■■■■■■■M■■■■■■■■E� ■gym m■■■■■■■■■■■■■■■■■■■■■MM■■■■■■■■■■■ m■■■■■■■■■■ ■■■■■■■■M■■■■M■■MEMO m mo■■■■■■■■■■■■■■■■■■■■■M■■■■■■■tom m■■■■■■■■■M ■■■■■■■■■■■■■■■■■SE■ to mIIIIM■O■■■■■■■■■O■■M■■■■■■■■■■■■�i� m■■■■■■■■■■■■■■■■■■O■ ■■■M■■OM■M� S�Jm mII■■■O■■■■■■■■■OM■M■■■■■■■■■■■■ �■MI mo■■■■■■MOO■■■■■MM■■■ ■■■■■■■■■M�� Er�m III■■■■■■■■■■■■■■■■■■■■■■■M■■■■M�M� mIII■■M■O■O■■■■■M■■■■■ ■M■■■■■■■■�� ■C�m 0■■■■■■■■■■■■■■■■■■■■■ME■■■■■■■t�� m%%III■■■■■■■■■■■■■■■■■■■M NEON■M m m►.r■■■■■■■■M■■■■■■■■■■■M■■■■■■■`■• moo■■■■■■■■■■■M■■■■■■■■MM■■■■■■ram mom mEMM■■■■■■■■■■■■■■■■■■OM■■■■■■■t•� mII■■■■■■■■■■■■M■■■■■■■■■■M■■■OM�� mror.■M■■E■■■■■M■■■E■■■■M■■■■■■■E� mM■■■■■■■■■■■■■■M■MM■■■■■■■■■■MEu� �>.m m0000nnrnr.■■M■■■■■■■MOM■■M■■■�[m ®lino■■M■■■■M■■■■■■■ ■■■■■■■■■■n->■ i[�m moor�a■■■■■■■■■■■■■■■■■■MOM■■■■■�� moo■ii■M■■■■■■■■■■■■■ ■■■■■■■■■■�� [■•m moonoornr■■■■■■■■■■■■MM■■M■■■■`n monoon000►.■■■■■■■■■■MOM■■■■■■■nM■ ■ram® moro►o■■■■■■■■■■■■■■■M■■■■■■■■■�� m00000000■■■■■■■ ■■■■■■■■■■■■MMM �� ti>.m mon0000 n■M■■■■■■■■■■■■■■E■■M■�>. ma000000■■■■■■■■■■■■■■■■■■■■■■■ ice �[�® m0000■■■■■■M■■■■■■■■■■■■■■■■■■■tea■ m000000■o■■■■■■■■■■■■■M■■■■■■■M�n ■gym m000►n.►■■■■M■■■■■■■■■M■■M■M■■■■�►� moia■o■■■■■■■■M■■■■■■■MOM■ ■■M■■■® ��m mror000■■■■■■■■■■■■■■■■M■■■■■■■try m0000■■■■■■M■■■■■■■■■■■■M■■■■■■gin Mom m►�►o■■■■■■■■■■M■■■M■■■■■■■■■■■■r�� moo■■■■■■■■ ■■■■■■■MM■■■■■■■■■■■sr� ■E■•m moor�M■■■OEM■■■■■■MM■■■■■■■■E■■■ �� mo■■■■■■■■■■■■■■■MM■■■■■■■■■■■■nm �nm mII■■M■■■■■■■■■■M■■■■■■■■M■■■M■■ �� mMIIII■■■■■■■■■■■■■■■■MM■■■■ME■■■ m m■■■■■■■■■■■■■■■■■■■■■■MO■■■■■■0 mIII/o■■■MM■■M■■■■■■■■■■M■M■■■■■OEM• ■EM•m Fm m■■M■■■■M■■■■■■■■■■■■M■■M■■■■■■� mMo■■■■■■■■■■■OEM■■■■■M■■E■■■■■�� m go moo■M■M■■EEM■■■■E■M■M■■■■■■■■■■E© m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■M� �■.m m■■■■■■■■■■M■■■■■■■■■■■MM■■■■■■� m■■■M■■■■■■■■■■M■■■■■■■■■■■M■■■■� ■■gym m■■■■■M■■■■M■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ■gym ii I Loll ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON FRUITLAND HCI DATE: 4/14 201' E 4 SURVEY BY DOWNEY : AD TO CORONA AVENUE C. BUENDIA TIME: 2:15 PM - 2:45 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF EVERETTE DATE OF SURVEY 4/142014 85th PERCENTILE 30.0 MPH 10 MPH PACE 20 - 29 MPH PERCENT IN PACE 67.5 % POSTED SPEED LIMIT 25 MPH 15 MPH (Advisory btwn Cannelita+Corona ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 1 TOTAL ACCIDENTS 3 ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH, MILES 0.34 ACCIDENTS PER MVM SPEED RELATED ONLY TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 69000 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL - DOWNEY, STOP - LOMA VISTA / CORONA CROSSWALKS AT DOWNEY PEDESTRIAN/BICYCLES FEW / NO TRUCK TRAFFIC YES (HEAVY) ON-STREET PARKING YES OTHER AREAS OF RED AND GREEN CURB AREAS OF NO PARKING ANYTIME ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0,68 VERTICAL CURVE NONE HORIZONTAL CURVE NONE (bend near Carmelita + Corona) LATERAL VISIBILITY LIMITED SIGHT DISTANCE (at Carmelita + Corona) ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES / YES (MANY) STREET LIGHTING YES OTHER SINGLE DASHED AND SOLID DBL YELLOW CENTERLINES RxR XINGS ADJACENT LAND USE INDUSTRIAL / BUSINESS RECOMMENDED SPEED LIMIT 25 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: This section of Fruitland Avenue is a two lane roadway. The Adjacent land uses are industrial and business. The speed study resulted with an 85th percentile speed of 30.0 mph and a 10 mph pace range of 20 to 29 mph. Field notes state that the roadway has gradual horizontal bends at Carmelita Avenue and Corona Avenue and several blind driveways. The sight distance is limited at these curves and driveways. With those factors, it is recommended that the existing 25 mph speed limit File: Fruitland 2014-29 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI DATE: L 4ND AVENUE SURVEY UR EY B ROAD TO CORONA C BUEND ANUS TIME: 2:15 PM - 2:45 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 % 100.0 55 M5 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 511 x 100.0% 5 x 100,00/0 49 x 100.0% 48 x 100.0% 47 x 100.0% 46 x 100.0% 45 x 100.0% 44 x 100.0% 43 x 100.0% 42 x 100.0% 41 x 100.0% 40 x 100.0% 39 x 100.0% 38 x 100.0% 37 x 100.0% 36 x 99.4% 35 x 98.2% 34 x 96.4% 33 x 94.0% 32 x 92.8% 311 x 87.3% 30 x 84.9% - - 85PCT 29 79.5% }PACE 28 x 75.3% }PACE 27 x 68.1 % }PACE 26 x 60.8% }PACE 25 x 54.8% }PACE 24 x 49.4% }PACE - - -MEAN 23 x 38.0% }PACE 22 x 31 .9% }PACE 211 x 1 27.7% }PACE 20 x 19.9% }PACE 19 x 12.0% - - -15PCT 18 x 9.0% 17 x 6.6% 16 x 4.8% 15 x 3.6% UPPER LIMIT 10 MPH PACE: 29 MPH LOWER LIMIT 10 MPH PACE: 20 MPH 85th PERCENTILE SPEED: 30.0 MPH PERCENT OVER PACE: 20.5 % MEDIAN SPEED: 24. 1 MPH PERCENT IN PACE: 67.5 % 15th PERCENTILE SPEED: 19A MPH PERCENT UNDER PACE: 12.0 % Fmllland 201a29 m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� mNOON■■■//■■■■■■■■■■■■■■/■■■■■■� NN�m m ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ■gym ®■■■■■■■■■/■■■■■■■■■■■■■■■■■�■■� ®■■■■■■■■■■■■■■■■■■■■/■■■■■■■■■� �® m■/■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ m m■■■■■■■■■■■■■■■■■■■■/■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ m 0■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� �0 m■■■■■■■■■/■■■■■■■■■■■■■■■■■■■■� mNOON■■■/■■■■■■■■■■■■■■■■■■■■■■� �m m■■■■■■■■■/■■■■■■■■■■■■■■■■■■■■� m/■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■� NO�m m■■■■■■■■■/NOON■/■■■■■■■■■■■■■■� m■■/■■■■■■■■■■■■■■■■■■■■■■■■/■■� �m m ■■■■■■■■■■/■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■/■■■■� NNN�m m ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■/■■■■■■■■■■■■■■■� �m mNOON■/■■■/■■■■■■■■■■/■■■■■■■■■� ®I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� tom® mI■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� m/I■■■■■■■■■ ■■■■■/■■■■■■■■■■■■■■tom ®II■■■■■■■■/■■■■■■■■■■■■■■■■■■■■�i ®II■■■■■■■■ ■■■■■■■■■■■■■■■■ONES© Ems ® mI/JI■■■■■■■■■■■■■■■■■■■■NENS■■■■(G� mI■■■■■■■■■■EN■■■■■■■■■■■■NE■EEN■� tam ®II■■■■■■■■■■■■■■■■■■■ENS■N■■E■■�� ®►►I■■■■■■■■E■■NN■■■■■■■■■O■■■■■EE■E� tl.■♦® ®III■■■■■■■■■■■■■■■■■NOS■■N■■■■�� ®/IIIIIIIIII■■■■■■■■■■■■■■■■■■■■N■■■�►.� EL'>•® m►%%I■■E■■■■ENS■■■■■■■■■■■■■■E■t'! mI%JII■■■■E■■■■■■■■■■■■■■■■■■E■ E� NG7m mII■■■■■■■■■■■■■■■■■■■OO■S■S■E■try m%►IIIII■E■■■■■■■■■■■■■■■■O■S■■■■ E� MS■m m►%/I■■■■■■■■■■■■■■■■NEE/■■NNE■LS m%iI%rIIII■■■■■■■■■■■■■■■NN■■■NNsi ism mA III■So■EEO■■■■■■■■■■■E■■■SS■■Ei>■ mII/r/i■■■■■/N■■■■■■/■■■■■E■■■E■t-i �GS•m mpp■■■■■■■■/■■■■■■■NEE■■■■■■■■■E© m■Si II■■■■■■■■■■■NEE■■■■■■■■■■■■<N■ �C>•m ®►IIIII■■■■■■/■■■■■■■■ENEE■E■■■■■t'J• ®IJIII■■■■■■■NEE■■E■■■■■■■■■■■■NOS i'.�® mI/III/IIIIII/III■■■E■■■■■■■■■/■■■■■■ �� mI/I/II/II�iIIO■■■■■■■■■■■■N■■EEO■■N/'.� m ®IrJI■■■■■■■■■■■■■■■■■■E■EEO■■■■�� ®IIId►IIII/ISS■NEN■■■■■■■■■ESS■■O■■ ice �Ir�® ®IIIII■■■■■■■■■■■■■■■■■■N■■■■■■■■Ei ®I►JI■■■■■■■■■■N/■■■■■■■■■■■■■■ t'� fE® m■►Ir�II►I■■■■■■■■■■■■■■■■■■■■■■■■■tai ®IIII■■■I/II■■■■■■■■NNE■■■■■■■■N■■■ ice � �® m■►IIIOrINIII/IIpSS■■■■■■■E■■■■■■■■■E�F� m/I■/■N■E■■■■■■■NEE■■■■■■■■■N■■E�� m mII/IIII/II■■■■■■■■■ENE■■■■■■/■■■■■■0 m■■■■■N■SOE■■■■■■E■■N■■■N■■EON■0 ��m m■■■■■■■■■■■■■■■■■■■■N■■■■■■■■■�1• m■.►■■■■■■E■■■■■■■■■■■■■ONO■■■SNEi NG7■m mIIIII■■■■■■■■■■■N■■■■■■■EN■■■■■■E�� m/I■■■■■■■■■■■■■■■■■■■■■■■■N■■■■�i EN■m m/I■■■■■■■■■■■■E■■■■■■■■■■■■■■■N■/ ■■•]gym Ell I ! 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OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 1 TOTAL ACCIDENTS 5 ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACCJMILLION VEH, MILES 0.75 ACCIDENTS PER MVM SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 31200 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS STOP - DISTRICT / CUDAHAY / GIFFORD / CORONA CROSSWALKS NONE PEDESTRIAN/BICYCLES NO / NO TRUCK TRAFFIC YES ON-STREET PARKING NO (EB) / YES (WB) OTHER NO STOPPING ANYTIME 10pm-2am ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.57 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS NO / NO (EB) - YES / YES (WB) STREET LIGHTING YES OTHER NARROW ROADWAY / NO SHOULDERS (EB) SINGLE DASHED CENTERLINE ADJACENT LAND USE INDUSTRIAL / BUSINESS RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 30 mph is Within 4.5 mph of 85m percentile speed and meets CVC standards. File: Fruitland 201430 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON LAN AVENUE SORRO BYVENUE TO DISTRICT BOULEVARD HCI DATE: TIME: 3:00 PM - 3:30 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 511 x 100.0% 50 x 100.0% 49 x 100.0% 48 x 100.0% 47 x 100.0% 46 x 100.0% 45 100.0% 44 x 100.0% 43 x 100.0% 42 x 99.3% 411 x 98.7% 40 x 98.0% 39 x 96.0% 38 x 94.0% 37 x 93.3% 36 x 90.6% 35 x 87.9% }PACE 34 x 81 .9% }PACE - - -85PCT 33 x 77.2% }PACE 32 x 72.5% }PACE 311 x 63.1 % }PACE 30 x 58.4% }PACE 29 x 45.6% )PACE - - -MEAN 28 x 36.9% )PACE 27 x 26.20/6 }PACE 26 x 21 .5% }PACE 25 18. 1 % 24 x 12.8% - - -15PCT 23 x 10.1 % 22 x 7.4% 21 x 5.4% 20 x 3.4% 19 x 2.0% 18 x 1 .3% 17 x 1 .3% 16 x 0.7% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 35 MPH LOWER LIMIT 10 MPH PACE: 26 MPH 85th PERCENTILE SPEED: 34.5 MPH PERCENT OVER PACE: 12. 1 % MEDIAN SPEED: 29.3 MPH PERCENT IN PACE: 69.8 % 15th PERCENTILE SPEED: 24.4 MPH PERCENT UNDER PACE: 18. 1 % Fmftnd 201430 :�iiG�iPP►1► . ® ® ►1SiSi19Il1► m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ■gym m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ■gym m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■s■■■■■■■■■■■■■■■■■■■■■■■■ems �m o■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■ ■■■■■e■■■■■■■■■■■■■■� ■gym m.■■■■■■■■■■■■■■■■■■■■■■■■■■■■■nn m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� nnm mi■■e■■■■■■■■■■■■■■■■■■■■■■■■■■ ten m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� nnm m■■■e■■■■■■■■■■■■■■■■■■■■■■■■■■�� m i■■■■■■■■■■■■■■■■■■■■■■■■■■■e■n■■ nnm m ■i■e■■■■■■■■■■■■■■■■■■■■■■■■■■© ma■■■■■■■■■■■■■■■■■■■■■■■■■■■■■nn nnm m ■■■e■■■■■■■■■■■■■■■■■■■■■■■■■■v mi■■■■■■■■■■■■■■■■■■■■■■■■■■■■■nn nnm mo►i■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� mi■■■■■■■■■■■■■■■■■■■■■■■■■■■■■nm nnm miarrorr■■■■■■■■■■■■■■■■■■■■■■■ice mr�oroi►■■■■■■■■■■■■■■■■■■■■■■■ice Rim miai■o■■■■■■■■■■■■■■■■■■■■■■■■■© mir■■■■■■■■■■■■■■■■■■■■■■■■■■■■■rrnt ism mIIII/IJIIII■■■■■■■■■■■■■■■■■■■■■■G� mIII■IIIII►/iIII■■■■■■■■■■■■■■■■■■■■■I� �L'�m mIIIII■II■■■■■■■■■■■■■■■■■■■■■■■■t1� mJIII/I/III■■■■■■■■■■■■■■■■■■■■■■■ii �E�m mi.oiiirr■■■■■■■■■■■■■■■■■■■■■■�� mirrrroii■■■■■■■■■■■■■■■■■■■■■■E� nrnm mrr■e■■■■■■■■■■■■■■■■■■■■■■■■■■© marrr�r■■■■■■■■■■■■■■■■■■■■■■■■■© ism ®rrir■■■■■■■■■■■■■■■■■■■■■■■■■■ �� moon..■■■■■■■■■■■■■■■■■■■■■■■■■■�� ,�m mr■■■■■■■■■■■■■■■■■■■■■■■■■■■■■nn miri■■■■■■■■■■■■■■■■■■■■■■■■■■■�� tam mi■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ten mae■■■■■■■■■■■■■■e■■■■■■■■■■■■■n� ��m mi■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ten m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� n■■m 0 ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI DATE: BOULEVARD D PACIFIC SURVEY BY: C BU NDIATO YLE AVENUE TIME: 1 :55 PM - 2:30 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF SOTO DATE OF SURVEY 4/23/2014 85th PERCENTILE 40.9 MPH 10 MPH PACE 32 - 41 MPH PERCENT IN PACE 64.6 % POSTED SPEED LIMIT 40 MPH ACCIDENT HISTORY NO, OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 2 TOTAL ACCIDENTS 7 ANNUAL ACCIDENT RATE 1 .00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC.IMILLION VEH. MILES 0,31 ACCIDENTS PER MVM SPEED RELATED ONLY TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 12,700 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL - PACIFIC / SOTO / BOYLE CROSSWALKS AT PACIFIC / SOTO / BOYLE PEDESTRIAN/BICYCLES YES / NO TRUCK TRAFFIC YES (HEAVY) ON-STREET PARKING YES OTHER AREAS OF RED AND GREEN CURB AREAS OF NO PARKING ANYTIME ! BUS STOPS ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.69 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES / YES STREET LIGHTING YES OTHER SOLID DBL YELLOW CENTERLINE RxR XING ADJACENT LAND USE INDUSTRIAL / BUSINESS RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 40 mph is within 0.9 mph of 85th percentile speed and meets CVC standards. File: Lwnis 201431 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON LDEAOE IS BOULEVARD SURVEY BOULEVARD TO BOYLEAVENUE HCI TIME: 1 :55 PM - 2:30 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 100.0% 50 x 100.0% 49 x 100.0% 48 X 98.8% 47 x 97.6% 46 x 97.0% 45 x 95.7% 44 x 92.7% 43 x 89.0% 42 x 86.6% 41 x 85.4% }PACE 40 x 80.5% )PACE - - -85PCT 39 x 74.4% }PACE 38 x 67.7% }PACE 37 x 59.1 % )PACE 36 x 52.4% }PACE 35 x 45. 1 % )PACE - - -MEAN 34 x 37.8% }PACE 33 x 31 .7% }PACE 32 x 26.2% }PACE 31 x 20.7% 30 x 17.7% 29 x 13.4% - - -15PCT 28 x 8.5% 27 x 6.7% 26 x 6,1 % 25 x 6.1 % 24 x 3.0% 23 x 1 .2% 22 x 1 .2% 21 Ix 0.6% 20 x 0.6% 19 x 0.0% 18 x 0.0% 17 x 0.0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 41 MPH LOWER LIMIT 10 MPH PACE: 32 MPH 85th PERCENTILE SPEED: 40.9 MPH PERCENT OVER PACE: 14.6 % MEDIAN SPEED: 35.7 MPH PERCENT IN PACE: 64.6 % 15th PERCENTILE SPEED: 29.4 MPH PERCENT UNDER PACE: 20.7 % Lwnis 2014-31 'Fit; e . a - - e - - rq & 1=2 . ,5.., . : • . ► ' WON .........:..:.:....:..........� m.........:..:.:..■.:..■......:� u.m m■■■■■■■E■■■■■■■■■■■■■■■■■■■■■■� ®■■■■■■■■■■■■E■■■■■■■■■■■■■■■■■MSEi �® ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■i■■■■■■■■■■■■■■■■r MOB® ®/■■■■■■■■■■■■■SMS1■S■Si■S1■■■Si• ®■■■■i■■■■■■■■■1■■■■■■■■■■■■■■■� MM■SIFK7 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� mE■■■■■■■■■■■■■■■■■■■�■■■■■■■■■i• MESSIER m■■■/■■■■■■E■■■■■■■■■■■■■■■■�■■i• ®Ei■■i■■■Ei■■■S1■■■■■ ■■SOME■■■ Mom® mI■■■■■■S■E■■■■S■■■■E■SE■S■■E■E�S� mII■E■SSS■SS■■SSSMOESS■S■■MESS■Su■� MfiiCFl �)■SE■■iS■E1■iMSS■iMSS■SE■S■i■■■emu CIS■SE■SEi■■■Ei■MMES■Mi■■S■EE■O M■AMIK" m■■■■■■■■■E■SMES■S■iE■■■SEE■■SEMb� m1■E■■S■E■■/■BOSS■SE■■■■E■■■S■■ MOSIM an MR mIII■■■■ESOEM■M■SM■■SSE■■SS■■ESEru DII►IrkrIEMEEEi■■■■EMEE■MM■■■■/■E■Sri i - m mI%/IEEE■■E■■E■■S■■S■EESE■E■O■■SE� mI/■ESS■S■SM■■SSEM■■■1M■■SS■E■■EUE■ ME m mor►iSEE■/■Ei■M■■■■M■EE■E/E■M■iEicu m►rDior.E■EEE■■■EEE■M/E■■■i■E■■i■�,� ■tum mrrrrir.EE■EME■E■■■MEEE■MEEi■EEE�u< �naaaaL■■E/ME■Ei■■■Ei■M■■M■■iE■1�� um m■ir n■■E■E■■■■Ei■M■■i■EEE■E■EE�.ut miroaii►.or.■/■■■■■■E■■■■■■■M■Ei■MLA ��m marnn.r■■i■■E■E■■M■E■■■EEi■M■E■� mirrr�■E■iM■EE■■EM■E■SEE■■■/■E■■tu ��m III►II%■MEi■MSSS■■SMS■MSSSSMS/EE■�� IIIIIII/IIII■SS■SSS■MME■■■■■SEE■S■■i>• ��1•m ®I/III//III/■III■E■■SE■■■■■S■■SOE■■MSSS:>• ®IIIIISS■FOSS■SS■/■■S■ MS■i■■iS■■■■:r7 Qi1■® m■n■rMEEEEEEEE■u■E■■■■SS■SEEESIi m%IIIIEESESEE■E■SEE■MSMS■SEMSS■S�•7 f�m mGIIIII►/IFS■Ei■S/EM■■■E■SMEE■MO■MMIUME /II■SEE■E■■■Si■■■■SM■/S1■Mi■■■■M � MG>•® moa■■E■■E■E■■■■Ei■■SEE■MEE■■■iE■ru m nrarra■1■E■■■■■■Ei■■uE■M■E■■�u ■cam m..ME■EMEE■E■■EE■ME■EEE■■■Ei■MEEu� marrrE■■■SEE■■■■■■■■■■■■■■■■■■■ u■• MMii® mrr.E■EEE■EEEIEEE■EE■■■FEE■■■■■■iu miriiriEi■■/E■EE■M■■EEE■■M1■EE■EM�-� Mi7m mriarriEEE■EEEEEEE■MEE■1M■EMEM■E�� mrrr..■MOM■E■E■E■■■ME■EE1■■■M■E■Er�u ■r=um m►.rri■■■■EEEM■E■EE■■■■■■■EE■EE■Eu� mESEE■E■■■■E■E■■EE■EE■■EE■M■E■■u� ■gym �M►I/I■■■iE■i■■E■E■■E■■E■E■■E■MMEOPEN mII►I■■ESE■■■E■■■■■■■/■ E■■■■E■E■■■6� EC�m F3lIIEMS■SE■E■iS■■MOM■SSSESSE■S■EMISS m m■iMM■■■■E■■■FEE■■M■EEi■■E■■EEE�� mE■■/■■■■E■■■EE■■■EE■■i■■■Mi■■■Mr.� �>>m mEEE■■SEE■■■EEEEEEEE■E■■E■EE■EE� ma■■E■EE■■EE■E■■■EEE■■EE■EEEE■■�� Eaum mMEE■E■EE■EEEUE■■E■Ei■■■E■■■iE■i• m■Ei■■■■■E■ESE■■■■Ei■■1■ii■■E■■Mv. 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MILES 0.35 ACCIDENTS PER MVM SPEED RELATED ONLY TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 16,400 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL - BOYLE I DOW NEY I ALCOA CROSSWALKS AT BOYLE / DOW NEY / ALCOA PEDESTRIANIBICYCLES YES / NO TRUCK TRAFFIC YES (HEAVY) ON-STREET PARKING LIMITED OTHER AREAS OF RED AND GREEN CURBS AREAS OF NO PARKING ANYTIME / BUS STOPS ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0,48 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKSIDRIVEWAYS YESIYES STREET LIGHTING YES OTHER SOLID DBL YELLOW CENTERLINE NO SHOULDERS ADJACENT LAND USE INDUSTRIAL / BUSINESS RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 40 mph is within 0.8 mph of 85th percentile speed and meets CVC Standards, File: Le is 2014-32 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI DATE IS B0120144 SURVAVENUE: TO DOWNEY C. BUENDIA D TIME: 1 :15 PM - IA5 PM CHECKED BY: JERRY STOCK UMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 100,0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 511 x 100.0% 50 x 100.0% 49 x 99.5% 48 x 98.5% 47 x 97.4% 46 x 95A% 45 x 95,40/6 44 x 92.3% 43 x 89,2% 42 x 87.2% 411 x 86,2% 40 x 81 ,5% - - -85PCT 39 x 77,4% }PACE 38 x 72,8% )PACE 37 x 67,2% }PACE 36 x 57,9% )PACE 35 x 48,7% )PACE - - -MEAN 34 x 44,1 % }PACE 33 x 41 ,0% )PACE 32 x 31 ,8% 1PACE 31 x 24,6% )PACE 30 19,5% }PACE 29 x 12.8% - - -15PCT 28 x 10.3% 27 x 8,2% 26 x 7.2% 25 x 5,1 % 24 x 3,6% 23 x 2.6% 22 x 1 .5% 21 x 1 .0% 20 x 0.5% 19 x 0,0% 18 x 0.0% 17 x 0,0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 39 MPH LOWER LIMIT 10 MPH PACE: 30 MPH 85th PERCENTILE SPEED: 40.8 MPH PERCENT OVER PACE: 22.6 % MEDIAN SPEED: 35. 1 MPH PERCENT IN PACE: 64,6 % 15th PERCENTILE SPEED: 2943 MPH PERCENT UNDER PACE: 12.8 % Le nis 2014-32 ®ESERS■■■■■■■■■■■/■■■■/■■■■/Mu® ®■■■■■■■■MM■SOME Ef■MONSOONS■■■■ [i7 Ego/■■■■■■■n■ m■MM■■■■■Elm EOMEN EMa■■N■M■MSMON■� ww■�m m■ONE■■■■■■■■■■■■/■■■■■■■■■■■■■■■■■ m■ROME■■■■■■■■■■■■■■■■MINE■R0 M m m■■INS■■■■■/■/■■■mo■mommomm■somn� ®na■■E■M■■■■E■ME■■■■■■■■■E■■■■NRw■NlRiim m■■■MOEM■M■INS■■■■o■mo■■■■ns■■■mi COOS■NONE■■MONSOONS■■■■■■OMEN■■N E3a [ME ME■MESM■E■■■■■■■sIN■/■■E■/■■ESA ®■■■■■■■■MENOMONEEas■INSaNONE ® MIN■■■■■■MER■ us NONE■ME■■■■NE■■INS ■■■INN■■■■■ F31 PREEN S■■■■ ®■■■MEE■■RMEMNON■M■wsMEaRO■■■■/� �m ®MM■■■MIN■w ®w■S own■R■■■ERME■■■wE■■INno■■■EERE� SREiE� m■■■■M■■M■ ®o■■NONE R■■■NOM■■■IN■R■N■ONE■E■■Rr mEM■Mf Nunn Rm■m■mmmmm■mmmmmmmmmn■IN■■ m%■■MEMO■■monsoons■■son aRon EINonRR�i COME■■■MEND a /I■■■■INN■■m■■m■■S■wR MEN■■E■■■■■i■EI ©KU OMSEE■wM■■■Eww■a■om■ommO■woo■■mesh Z GEME■ER■■soma■■■■■s■NEa■o■INN■/i1i w©o MUNMEME■■■INS■■■■a■■R■■■■■■■■■■■■ice mDOMME■■■■■R MONO E■■noon■■■■■INNM m I * E■■E■wM■■■■INN■■■■■■mom■■Rw■R■o m IMONFAM■ GNOME na■■nRwoRnanaRERRa■■s■■EEi�.�i iti�m moOFAEs■■E■ mmmon■M■OMEN a■MEN■NONE s■■■■R■■�� /� m COINFARMSME■ I■musssS■■Na SEEM a■MEN assMEINM■taElwc'm m■■SE■■■■■R■■■E■■NM■N■no■s■mm■■ mr' COI/IN■E■M■moon aMEMO■NONE■■MEN s■■`� Rs%Em KBOURE■MINE■awwR■■■IN■■a■M■■■■■■■ESE• mommumM■■NONE■NONE■■MIN■■N OEM E■ai►%S MG'im KOMMOM■■OEM Rmoss■mm■mmon■mmonso mamommwM■■■■■■MONO INOMEN INEmom INM/■["� E■ice[ mMMIII/ RODEN 0■NONE aNONE a■MEN a■mom■■N�►E• ■R �m on= Emmossommsm■mms MMMMMMMM /IIIJIIM/IOF UNN■aMO■Ma■NEE asNEE ■n■■G� sK�m EMOSONM Mom aMMw■M■M■MMMM■MM■M■■M EMOMOMM&Damon no■■aEM■■aM/■■■■■i1R■ "&&nIII/OON N■■wR■■■■E■NME■E■■■R OMEN w■NEE a■/■■IN■/`E E%im "Moon■R■MER■ oIIIIImum NIXON■INN■Ra■N■■a■■■■■■■tom Elm mImmIII■■■■ MEM■■NRR SOME INOMEN INER■■IN■■s■■■■�ii tiSm UMmmIM 1&1 oa1II Mann aMEE■a■ME■a■EEm■me "MOMIII/II■■■a■■E■■■E■■wINN■■■■MO■Ni►>• ®III/Io/II/ MEMO aMORE■■o■■■■R■■■■oi:u wR�® moons IIII■m■■ FAMMEMRs■wsMEaMOENaanEwa■o■■sMEE� ili>•m Q]IJFAI/IIIIII mom■■■■■■■w■■■■/RwaN■■■INRGR■ m%I/II%MIN■■■■■■R■■■■■■■■■R■/■■■■■ ml.I.rrimw■■■■■■■■■■E■■R�R■■M/■■ER� mMER MEMO■■■E■aMOENa■■ERa■Rso No mMI.wERwn■E■Ew■n■■EEEa■ ■E■n■E■IN■a mar.NN■EN■EMM■uENEINnoEnINMR■n■N■■r■• ■cum m►.I.■■■RM■■■EwwR■■RM■a■■■Saw■■mRRv� mM■NE■■■■■■■M■■E■Ma■■■Ea■/E■M■■uu u�® mossom w■■■■mm■■Rww■wuRRw/w■alto minEwwwM■MENESEEMEaMEEwaw/M■■oni� INt+�m ®MII■MIN■■■MIN■■M■■■■■Ma■N■N■■E■■■n� ®IO■■■E■■■E■■■■■■■awn■■GRIN■■■No�s� s:S■m COIMENERNE■■EN■■ME■■NEENN■■MN■■N mum■NONE■mo■■Em■■■■■n■■aM■■■■■■�� ©m ®MSME■ROM■ COIN►AMR mom■m■mm■■mE■a■■■Ma■/■IN■n■wf�� wf�m MOONS■■■■E mom RE■■■E■E■m■■m■■■■mt ®oR■■■■■■■■o■m■n■■■■o ■■IN■N■■■MMR� �Em ®M■ME/a■ME oil■a■S INS■MMMEMEREIS No■saMEEMEan� Elm POWER N■■MEMO nw■■■■Ewa■INR■a■■w■Rim mm■■■R■R■■■MOONS■■■■■■■a■s■■Rso� m■■E■■■■■■■■■■■■■■■M■■■Ewa■E■RRiRi mR■■E■■■■■■R■MEN■■nwR■RR■s■■R■o� rm MOONS■a■ss■E■R■■■■R■E■n■■ER/■R■Rii Mimi R■RRwRR■■■R soon EmMRMm■a■RMES■■RERSIw■�m WOMEN■■■R mR■■■■■■■INN■NONE SNONE■■a■R■■R■■■� ri7 iiiiiiiiloMMEEis NONE miiiiir■iiiiiiii� �® ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON DACE 2 IC BOULEVARD SURVEY B C. B RD AVENUE NOOUTTH CITY LIMITS HCI TIME: 2:30 PM - 3:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF 49TH DATE OF SURVEY 5/1 /2014 85th PERCENTILE 42.0 MPH 10 MPH PACE 32 - 41 MPH PERCENT IN PACE 71 . 1 % POSTED SPEED LIMIT 40 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 1 TOTAL ACCIDENTS 15 ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0. 10 ACCIDENTS PER MVM SPEED RELATED ONLY TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 18, 150 LANE CONFIGURATION 3 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL - SANTE FE / LEONIS / FRUITLAND CROSSWALKS AT SANTE FE (sch) / LEONIS / FRUITLAND / 49TH / 46TH / 45 TH PEDESTRIAN/BICYCLES YES / FEW TRUCK TRAFFIC YES (HEAVY) ON-STREET PARKING YES OTHER AREAS OF RED AND GREEN CURB ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.78 VERTICAL CURVE NONE HORIZONTAL CURVE MODERATE-SWEEPING "C' CURVE (Btwn Sante Fe and 46th) LATERAL VISIBILITY LIMITED SIGHT DISTANCE ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES / YES (MANY) STREET LIGHTING YES OTHER PAINTED MEDIAN ISLAND / 2 WAY LEFT TURN CENTERLANE RXR XINGS ADJACENT LAND USE INDUSTRIAL / COMMERCIAL RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 40 mph is within 2.0 mph of 85th percentile speed and meets CVC standards. File: Pacific 2014-33 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON BOULEVARD SURVEYSANTA FYAVENUE TO COUTH BU NDIAY LIMITS HCI DATE: 014 TIME: 2:30 PM - 3:00 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 100.0% 51 x 100.0% 50 x 99.4% 49 x 98.8% 48 x 97.6% 47 x 97.0% 46 x 95.8% 45 x 93.4% 44 x 91 .0% 43 x 88.0% 42 x 84.9% - - -85PCT 411 x 83. 1 % }PACE 40 x 78.3% }PACE 39 x 71 .7% }PACE 38 x 63.9% }PACE 37 x 57.2% }PACE 36 x 44.0% }PACE - - - -MEAN 35 x 36.7% }PACE 34 x 26.5°/ }PACE 33 x 19.9% }PACE 32 x 15.7% }PACE 31 x 12.0% - - -15PCT 30 x 9.0% 29 x 6.0% 28 x 5.4% 27 x 3.6% 26 x 3.0% 25 x 2.4% 24 x 1 .8% 23 x 1 .8% 22 x 1 .8% 21 x 1 .2 20 x 0.6% 19 x 0.6% 18 x 0-0% 17 x 0.0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 41 MPH LOWER LIMIT 10 MPH PACE: 32 MPH 85th PERCENTILE SPEED: 42.0 MPH PERCENT OVER PACE: 16.9 % MEDIAN SPEED: 36.5 MPH PERCENT IN PACE: 71 . 1 % 15th PERCENTILE SPEED: 31 .8 MPH PERCENT UNDER PACE: 12 .0 % Pack 2014-33 Alk Alb Atli . , ;,, MAO► 06 \�SCfdiE'$9(ImA+ . . 1•1��i;�;SI►u1► ' � ■■■■■■■■■i■■■■■■■■■i■N■■■■■■�® ®■■■■■■■■■i■■■■■■■■■i■■■■■■■■■i■■ ER MONO!rn m ■■■■■■■■■■■■■■■■■■■�� m m.■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� mm■■■■■■■■■■■.■■■■■■■■■■■MMm■m■�� m mm■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■� �m Fi3■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m9S OEM sROME soosss■o■■■■■■■■■■■� rm m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� mmos■m■■mm■■mmoomm■■■■■■■■■■■■■� �m m■■■■■■■■■■■■■■■■■■■■MN■MM■■■■■� m■MEMO■■■■■■■■■■■■■■■■■■■■SOME ■� �m m■■■■E■mM■■Mmsm■mmMMmmmmsoMsm■mom mmm■M MEN■smm■om■o■■■o■Mom■NONE N' �Eil mm■m■■■ Mo■om■■■o■■■■o■■■No■■Ma MEMO■A �® mmms■■M ■mmoss■mm■MEmM■MEME■MMM■MMMIn arm m■■■■os NM■■■■■■M■■Sm■■■s■N Now o■■■■■■■�� Em raG■mm■■■mmm■mmmmmmmmmSNN■m■mm■m MEN■MEN E■■■■■■■■■■MEMO■■S■■■■■EMME �M�m EMEME■M■ ramos■■m■■■■■■■■■■■■MEMO■MEMO■■■�� EEm Mummer moI■■■■■M■■M■■■■■■■M Oman MKNEE M■M�� t'E•[� MOAN■E■om■oN■ommo■■■■■■S■ ■.■■N moomm■■mm■ms■omm■■oME■■■MEMO■■■�� tam mrI■■mM■S■■MSm■Mm�oM■■■■■mmSS■■�� Moog SO■■m■■■■■■■■■■■■■■■■NON■NEED• E�La mi■■■E■■■■■■■■■■■ ■■o■m■■m■m■■ommml moos■■M■o■■o■■mo■■■■E■■MON■■■■NEE EM•m moor.■r■ E■■MMM■■M■■■■■:� opera%oo E■■■■MM■■E� �l�m mmosrroi►■■■■■m■■■■■■■■MN■M■mmME■. molarli■■EM■■M■■M■M■■■■■■■■■■■■■■■� Em.m mmoss iiro■M■■mM■Mm■m■■MM■■M■■■■ s:M• mri.■mm■■■■■■■M■■■m■■■■■■■■■N■NEE �� m ®rII/II/II ■■■■■■■■■■■■■■■�� Q /AirNO MOONS RONNE■E MEN BOURN MEMNEL400 muoummmmmMM MERE M■momso■momM■momEM• Em•m mIrIII►AIMMa■■M■■■■M■■■■■■■■■M■■MMEM■ m/IrllrMrrrr■■■■■M■■■t■MOM■■■■M■o�i� fir7m "Oman Sam %MONO momm■■m■m■■■■■■NONE■■■No�►.>• �r�m mOIIIII/E■m■S■■m■■■■■■N■■M■mo■■S■oNLs moo■■■■■■■■■MON■■NS■■■■now■■o■NtrJ t/�® ®■■E■■Ms■■EMsmsmMM■■■m■mm■mmmM■t>• ®III%III■■Mm■M■■■MMMo0MmmoMsMa■■■�� EE® Q]Gar■■■■M■■■■■S■■m■■■■m■■■■■■MME■• "GoN■■m■■■■■■■M■■■■■■■■■■■ ■moms © Elm mMON■NSS■MM■MMMEMMMM■SOmsom■smote mII■smommoso■mmsm■sMEmEmosommoon�o. 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BUEND A BANDINI OULEVARo TIME: 2:45 PM - 3:30 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY NORTH OF BANDINI DATE OF SURVEY 4/23/2014 85th PERCENTILE 35.4 MPH 10 MPH PACE 27 - 36 MPH PERCENT IN PACE 56.2 % POSTED SPEED LIMIT NOT POSTED 30 MPH Advisory at curve ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 1 TOTAL ACCIDENTS 2 ANNUAL ACCIDENT RATE 0,50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACCJMILLION VEH. MILES 1 .30 ACCIDENTS PER MVM SPEED RELATED ONLY TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 51000 we need city to give us ADT for this segment LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL - BANDINI CROSSWALKS AT BANDINI PEDESTRIANIBICYCLES NOINO TRUCK TRAFFIC YES (HEAVY) ON-STREET PARKING NO OTHER NO STOPPING ANYTIME ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.21 VERTICAL CURVE SLIGHT-GRADUAL UP AND DOWNHILL GRADES HORIZONTAL CURVE MODERATE "Co CURVE LATERAL VISIBILITY GOOD ROAD CONDITIONS GOOD SIDEWALKSIDRIVEWAYS YES IFEW STREET LIGHTING YES OTHER 2 WAY LEFT TURN CENTERLANE PENNINGTON CURVES AND BECOMES 26TH ST ADJACENT LAND USE INDUSTRIAL RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE POST JUSTIFICATION: Pennington Way is two lane roadway. This is a newly developed roadway has no posted speed signs, moderate vertical and horizontal curves and provides access between Bandini Boulevard and 26th Street. With the 85th percentile Speed of 35A mph and a 10 mph pace range of 27 to 36 mph, it is recommended that a 35 mph speed limit be posted for this roadway. File: Pennington 2014.34 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON PANE IN4 2 /2 WAY S RVEY BY ET TO BANDCNBUEONDIAVARD HCI TIME: 2:45 PM - 3:30 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 x 100.0% 55 R 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 x 100.0% 50 x 100.0% 49 x 100.0% 48 x 100.0% 47 x 100.0% 46 x 100.0% 45 x 100.0% 44 x 100.0% 43 x 99.5% 42 x 99.0% 41 x 99.0% 40 x 97.9% 39 x 95.9% 38 x 95.4% 37 x 93.3% 36 x 88. 1 % )PACE 35 x 83.0% )PACE - - -85PCT 34 x 74.2% }PACE 33 x 64,9% }PACE 32 59.8% }PACE 31 x 55.2% }PACE 30 x 53.6% )PACE 29 x 49.5% }PACE - - - -MEAN 28 x 45.4% }PACE 27 x 40.7% }PACE 26 x 32.0% 25 x 27.3% 24 N 19.6% 23 x 11 .9% - - -15PCT 22 x 7.7% 21 x 3. 1 % 20 x 1 .0% 19 x 0.5% 18 x 0.0% 17 x 0.0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 36 MPH LOWER LIMIT 10 MPH PACE: 27 MPH 85th PERCENTILE SPEED: 35.4 MPH PERCENT OVER PACE: 11 .9 % MEDIAN SPEED: 29. 1 MPH PERCENT IN PACE: 56.2 % 15th PERCENTILE SPEED: 23A MPH PERCENT UNDER PACE: 32.0 % Pennington 7014 I 1 � I - 1P�i:i:+1II1�1► ® ® - �►!5'�ii `.:.ifl�3Ci► MEN �1 �® m■■■■■■■■■■■■■■■■■t1■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■ N"o m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■ERNE■■■■■■■■■■■■u3MMMMMMMMMMMM MORE mammon 0 ■� ■gym m ■■E■■■EEEOORO■■■EOO■O■■■■■■OO■� ®■■■■EO■■■E■■■NONE■■■moon EN■■■■� OO■�va m■EEO■■E■■■■■NEE■E■■E■O■■■■E■■E� mEE■E■■■■■OOE■ERNE■EOEOEOEOE■■■� ■O■�m ®OO■REt■O■EE■■■■■O■E■O■■OE■N■O■mmmm ®■■E■E■EO■■ ■N SEEN E■E■E■E■■■■EEC �® mOOEO■■E■■■■■■■■O■■■■■NE■E■N■■Or m■E■R■■■■■NC■■NEON■OO■■■■■N■■■ O■uf ®OEOO■O■■■■■E■O■■■OEEEOO■■OEEE■� ®EO■O■N■■OEO■■O■O■NEE■O■OEO■■■E� �® ®O■■■M■■=■OE■�O�O■■■■■■■■O■■■OOOu ®O■■■■■■O■O ■■■■■■■O■■DOE■EOO■■E� �® ®■t■■■O■ ■■■■■t■■■■■■■OOO■■OOO■� ®■OE■O■■OOOOE■E/tO■O■OOE■E■■■OEMINES �® t3•]■■■■■■■OOO■■OEEO■■E■E■■O■t■EEE� m■■O■O■EEO■■■■■■■■■■■■■■■■■■■■■r �m m■■OEEO■■■O■■O■■■■O■■■O■■O■O■E■� m■■■■■■■■■■O■■■■■■E■O■O■EEO■E■■■� ■��] DOE/■■O■■■■OEEEEO■OOEOE■E■O■EEE■Eu mEO■■E■E■EO■■E■OO■EEO■■E■■■■■■■ ■O■OIO■um mOtEO■■■/■■■■■E■■E■■■■■■O■E■■■■■tu m■■■■■/■■O■■■■■E■■Et■OE■■■■■ ■■■� Ohm mO■E■■OO■■NEE■EEO■O■EOOEE■O■OE■ m0■■■■■E■EN■E■■■■O■■■■N■■■■■■■■u■■I u■■m Girl■■■■O■O■■O■■O■■■■O■OO■O■OOEO■uu RUN It■MEASURERS■O■OE■■NOO EOEE■■EE■E■1OiJtl [IIII■N■OEM■=■■/■OO■■E■E■EEEO■■■■® mII■MEN■■■■■■OE■■E■■■■■�■■ONE■■�� tam "nomm■OMRSMOEMME■M SSONOOR■M■MNf?u i I/I■■■■■■■■■■■O■■O■■■■■E■■■■■■■■&MM ■G�m ®I%/III■■■O■OE■■■■■■■E■■O■■■E■■■�� mIII%IIII■S■■■■■O■■O■■■MOO■■E■■■■■MWJMM m/I//■■tSOM■OSSSESS■■■SS�SS■S■M■© mIIIfII/I►IOSO■■S■SSOOSOOOO■SSOESSSiJ• uf7m mII/IrrIIR/I■E■■■■■O■■E000O ■■■■■E■i7 No NONE S6�® mI/%OI/IIIIIII//■EEEENEE■EEE■EE■EEE■<t7 mnI1IIII►!Ga/tEE■■E■EEER■E■■EE■E■EE[:O• LS:O•m m/I/I►III/■■AEA■/■■■■■■■■■■■■■OE■O■a m/Merl/II■■NEE■■■■■■■■■E■■■■E■■■■Eu-� uL7m MEN ERNE mII■■■■■■■■■E■■■E■■■■ENM■N■■■■■■F� SG'1•® ®/IA■■O■AS■■M/EEO■A■■fO/O■O■SO■tiU• ®ItOSS■■SO■■O■OOHS■OO■O■tOOSES■uu �U•® mririE■SA■■■■■■OO■■■E■■E■■■■■OO■W7f mIIISE■■■■■■NEE■■E■■■ OO■O■ E■■■■E7 ■F:7m m►/IIII/I/GI■■■EOAE■O■A■EEO■■■■DOE■E6OM ]/I■E■■■■■■E■E■■tE■EEE■EEEE�■■MEuu ■fill mIII/I►I■■O■■ ■EEO■OE■DSO■E■SO■E■■■RNE mIIIII/I■■OO■■OE■■■■■E■■OO■O■■■■EO `um mI nr►Iril/■■■■■■■OtA■■O■■■■■■■ENWINE ■■■■■E■■■■ `O• E77m mI/IIO■■■OOE000O■u■EEfO/ftO■�■■E� m►I%I IIII■O■EMO■E1■E■■■E■■E■O■E■■t►7 7Q� ®/1.//II%■■■E■■■■■■■■■■■■■■■■■■ ■■E� �%II IIII///IIII■■■■E■■■■■■■ENEE■■■■� ■L�® mI/IIIII/I/II■O■■OAS■uA■S■OAO■■ERE■■G>• m■IIr�IIEr/Ir■■■■■■■EE■■■■t■t■■■■■EOl'.7 ■IG�im mII/■■■■■■■■■■O■OE■■■■tEEO■■■■■tom ®IIII%NA■■■■/■■■■■■■■■/■■■■■E■■■■L7 ■[7Im mO/IR■■■■■■■■■/■■E■■■E■■E■R■EN■■t'! EFloomI■E■■■■■■RANEE■E■E■R■■R■■■■�� fr7m IqlI/JSO■OS■SEO■AUOUOE■EEOS1■■R■ II■M■M■■■■■■■■■■■■■■ ■■■■■■■■N■■tau ■cJm sommom mE■MEMEMER ■■■uO■■S■MMS■Et■■MR EMMON■■fM■S■ROAS■ME/■■■ERE■■Euu u7m m■■■■■■O■■■■■■■ERE■■E■■■■■■E■N■■■u QlS■M■ON■■■■■NEE■■E■■■ ■■E000E■■■E■u �m mO■AOEO■Ot■■E■■■O■EEE■E■■■■■E■■■ m■MEM■O■■DOA■■■■O■OOOAO■■OA■■■O� �m MEMEMOMMEMEM ON mii■i�iiiiiiiiiiiiiiiiiNEiiiiiiii� �m ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HT SANTE FE AVENUE NORTH CITY LIMITS (2M) TO 38 TH STREET C DATE: 4/28/2014 SURVEY BY: C. BUENDIA TIME: 2:45 PM - 3:15 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF 25TH ST DATE OF SURVEY 4/28/2014 85th PERCENTILE 37.8 MPH 10 MPH PACE 29 - 38 MPH PERCENT IN PACE 69.8 % POSTED SPEED LIMIT 35 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 18 TOTAL ACCIDENTS 23 ANNUAL ACCIDENT RATE 9.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 1 .71 ACCIDENTS PER MVM SPEED RELATED ONLY TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 32,750 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL - 25TH 126TH 127TH 128TH 137TH 138TH CROSSWALKS AT 25TH / 26TH 127TH / 28TH / 37TH / 38TH PEDESTRIANBICYCLES YES / FEW TRUCK TRAFFIC YES (HEAVY) ON-STREET PARKING NO OTHER NO STOPPING ANYTIME NO SHOULDERS / BUS STOPS ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.44 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES / YES (MANY) STREET LIGHTING YES OTHER MANY CROSS STREETS 1 DENSE TRAFFIC (near Santefe) SINGLE DASHED / SOLID DBL YELLOW / 2 WAY LEFT TURN CENTERLANES ADJACENT LAND USE INDUSTRIAL / BUSINESS RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The rerammended 35 mph is within 2.8 mph of 85th percentile speed and meets CVC standards. File: Sable Fe 201435 RADAR SPEED DISTRIBUTION SHEET T DATE: OF VERNON NE:E 4 28/2014UE NORTH BY Y LIMITS (25rn) TO 38 BUEENDIAH STREET HC FE TIME: 2A5 PM - 3:15 PM CHECKED BY: JERRY STOCK CUMMULA IVE PERCENT SPEED 20 40 60 80 100 60 100.0% b9 100.0% 88 100.0% 57 100.0% 56 100.0% 55 100.0% 54 100.0% 53 100.0% 52 100.0% 51 100.0% 50 100.0% 49 100.0% 48 100.0% 47 100.0% 46 100.00/0 45 x 100.0% 44 x 99,40/6 43 98.2% 42 x 97.6% 411 x 94.1 % 40 x 93.5% 39 x 88.8% 38 x 87.0% }PACE 37 N 78.1 % )PACE - - -85PCT 36 x 70.4% }PACE 35 x 64.50/o )PACE 34 x 50.9% )PACE 33 x 42.6% }PACE - - - -MEAN 32 x 36.7% }PACE 31 x 32.5% }PACE 30 x 27.8% )PACE 29 x 21 .9% }PACE 28 x 17.2% 27 x 14.8% - - -15PCT 26 x 12.A% 25 x 10. 1 % 24 x 5.9% 23 x 3.6% 22 x 3.0% 21 Ix F 1 .8% 20 x 0.0% 19 x 0.0% 18 x 0.0% 17 x 0.0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 38 MPH LOWER LIMIT 10 MPH PACE: 29 MPH 85th PERCENTILE SPEED: 37.8 MPH PERCENT OVER PACE: 13.0 % MEDIAN SPEED: 33.9 MPH PERCENT IN PACE: 69.8 % 15th PERCENTILE SPEED: 27. 1 MPH PERCENT UNDER PACE: 17.2 % Sane Fe 2014-35 • � / � , � , ` ` , S � ��.•}' __ • �i i ® 1 ,7.1�t1"[1 f1411`�r 1 1 '�Jfll��Il►h�� MBER • _ - • • 25 1 , ® 1 • VEHI • 251� 1 ■■■E■■■■■■■■■■M■M■■■■■■■N■■■■■� mismiQI] m■■■■M■■■MEN■M■■M■■■M■■Y■■■■■NEMESIS MINNIMm ■■■�■�■■■■�■■■■■■■■�■■�■■■■■M■- UIMM■■ -m I9■MM■M■M■■M■■M■MAA■■M■■■■■■■o■■- I MAM■M■MM■■M=MM■MMM■■MMMM■MMMMM -" ®��■■■■■■■■■■■■■■■■■�■■�■��■■■■- ®■■■�■■■■■��■■■�■■■■■■■■■■�■■■■- -® M■MM■M■MMM■AMM■ -m ®■M■■■■■■■M■M■■■■■■■■■■■MONSOON MEMO MENIM® mM■■A■■■■■■■■■■■■■■■■■■MM■■■■■■SEES! m■■■■■■■■■■■■■■■■M■■■■■■■■■■■■■� oE� m■■■A■■■■MM■M■■■■■M■■■■■■■■■■■■� m■■■■■■■■■■�■■■■■■■�■■■■■■�■■■�� m ■■■■■■■■■M■■■■■■■■M■■R■■■■M■■E- -m■►� I�■■�■■■■■■■■■■■■■■■■■■■■�■■■■■■- ��■■■■■■■�■■■■■■■■■■■�■■■■■■■■■- -•aim �i.��■■�■■■■■�■■■■■■■�■■■■■■■■s■■m- ��■■■■■■■■■�■■�■■■■■■■■■■■■■■■■� �fiJ m�■■■■■�■�■■■■�■■■■■■■�■■■■■■■�■�_ m�■■■■�■■■■�■■�■■■■■■■■■�■■■■■■-- MMMIMm mrr■■■■■■■■■■■■■■■■■■■■MAMA■■■■© morn■■■■■■■■■■■■■■■■■■■■■■■■■■ts■ ■■r%�■c� m■■■■■■■■MM■M■M■■■M■■■■MM■■MM■A i■■■■m ►►IJ►I■■■■■■■■■■A■■■/■■■■■N■■■■■■ ©IrI/III i-.Mm mii■■■■■■■■■■■■■■■■■■A■■■■■■■■■smin "Doom■■■■■■■■■■■■■■■■■■■M■■■MM■�■�■ ■rA■m m%►II/IrI/II■■■■■M■■YA■■■■■■M■■MM■MM�10 "ConIII%%J■■■■■■■■■■■M■■■■MMMM■Mi.� ��m ®IIIIrII%■■■■■■■NEE A■■■A■■A■■■■■MM■R-Am 19Aa12 IIrI/IIrI■■■■■■■■■■■■■■M■M■■■■MMIE MWIMM mirriar■■■■■■■■■■■■M■M■■M■■■M■■M�II mrr ri El ®III/III/IIIlI/IIII/Ir■■■■■■■■■■Y■■M■■■�� mIJI/I%II/rrIII■■■■■■■■■■■■■■■■■■■M■nL•�M iWIE® m%YMr►■■■■■■■■MM■■■■■■■■M■■■■■■�-� m►rrri►►►I►■■■■■■■■■■■■M■■■'■■■■■G7■ ■IM�m mri►o■rr►■■■■■■■■M■■■■■■■■■■■■■�:� mrr■■■■M■■■■■■■■■■■■■■■■■■■■■■■�A• EIVIEm ®IIrIr.IM■■MM■■■■■■■■■M MEN■ONES■M■�� iim ®/II■■■■■■■■MM■■■A■■M■■MM■M■■MMM© mitt.IIII►IA■■■■■■■■■■■■■■■■■M■■■■M�t•! 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OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 8 TOTAL ACCIDENTS 37 ANNUAL ACCIDENT RATE 4.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH, MILES 0.36 ACCIDENTS PER MVM SPEED RELATED ONLY TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 37,600 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL - FRUITLAND / 51ST 148TH I VERNON (N) / PACIFIC-VERNON (S) 138TH CROSSWALKS AT FRUITLAND 148TH / VERNON (N) / PACIFIC-VERNON (S) / 38TH PEDESTRIANIBICYCLES YES / FEW TRUCK TRAFFIC YES (HEAVY) ON-STREET PARKING NO OTHER NO STOPPING ANYTIME NO SHOULDERS / RXR RINGS ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.81 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES I YES (MANY) STREET LIGHTING YES OTHER MANY CROSS STREETS 2 WAY LEFT TURN CENTERLANE ADJACENT LAND USE BUSINESS / COMMERCIAL I SCHOOL I FIRE STATION I CIVIC CENTER RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph is within 3A mph of 85th percentile speed and meets CVC standards. File: Sante Fe 2014-36 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI E FE AVENUE STREET TO FRUI .B ND AENUE ©ATE: 4 2812014 SURVEY TIME: 2:15 PM - 2:45 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 109.0% 59 x 100.0% 5$ x 100.0% 57 x 100.0% 56 x 100.0% $5 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 x 100.0% 50 x 100.0% 49 x 100.0% 48 x 100.0% 47 x 100.0% 46 x 100.0% 45 x 100.0% 44 x 100.0% 43 x 97.9% 42 x 95.8% 41 x 94.4% 40 x 92.4% )PACE 39 x 86.8% )PACE 38 x 84.0% }PACE---85PCT 37 x 75.7% }PACE 36 x 68.1% )PACE 35 59.0% WAGE 34 x 47.9% }PACE ---MEAN 33 x 45.8% )PACE 32 x 34.7% }PACE 31 x 27.1% }PACE 30 x 18.8% 29 x 16.7% 28 x 13.2% ---15PCT 27 x 7.6% 26 x 4.2% 25 x 4.2% 24 x 3.5% 23 x 3.5% 22 x 2.1% 21 x 0.0% 20 x 0.0% 19 x 0.0% 18 x 0.0% 17 x 0.0% 16 X 0.0%15 x 0.0% UPPER LIMIT 10 MPH PACE: 40 MPH LOWER LIMIT 10 MPH PACE: 31 MPH 85th PERCENTILE SPEED: 38.4 MPH PERCENT OVER PACE: 7.6 % MEDIAN SPEED: 34.2 MPH PERCENT IN PACE: 73.6 % 15th PERCENTILE SPEED: 28.5 MPH PERCENT UNDER PACE: 18.8 % 3arne Fe 2014-36 Iwo ►; °. 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ENGINEERING AND TRAFFIC SURVEY T CITY OF VERNON H�j DANEE F 4 AVENUE N 4 FRUITSURVLAND AVENUE TO SOUTH CITY LIMITS (57th) TIME: 1 :30 PM - 2:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF 53rd DATE OF SURVEY 4/28/2014 85th PERCENTILE 39.0 MPH 10 MPH PACE 31 - 40 MPH PERCENT IN PACE 83. 1 % POSTED SPEED LIMIT 35 MPH ACCIDENT HISTORY NO, OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 5 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACCJMILLION VEH. MILES 0,00 ACCIDENTS PER MVM SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 27,750 LANE CONFIGURATION 2 LANES PER DIRECTION - TRAFFIC CONTROLS SIGNAL - FRUITLAND / 55TH CROSSWALKS AT FRUITLAND / 55TH / 52ND PEDESTRIANBICYCLES YES / FEW TRUCK TRAFFIC YES (HEAVY) ON-STREET PARKING NO OTHER NO STOPPING ANYTIME NO SHOULDERS / MAJORITY OF SEGMENT HAS RED CURB ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0,35 VERTICAL CURVE NONE HORIZONTAL CURVE VERY SLIGHT CURVE (btwn 52nd-53rd) LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES / YES (MANY) STREET LIGHTING YES OTHER MANY CROSS STREETS 2 WAY LEFT TURN CENTERLANE ADJACENT LAND USE BUSINESS / COMMERCIAL / SCHOOL RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph is within 4.0 mph of 85th percentile speed and meets GVC standards. File: Sable Fe 201437 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI SANTE FE AVENUE FRUITLAND AVENUE TO SOUTH CITY LIMITS (51 DATE: 4/28/2014 SURVEY BY: C. BUENDIA TIME: 1 :30 PM - 2:00 PM CHECKED BY. JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 100.0% 50 x 100.0% 49 x 100.0% 48 x 100.0% 47 x 100.0% 46 x 99.4% 45 98.7% 44 98.7% 43 x 97.4% 42 x 96. 1 % 41 x 94.8% 40 x 922% }PACE 39 x 85.1 % )PACE 38 x 81 .8% )PACE - - -85PCT 37 x 72.7% }PACE 36 x 62.3% )PACE 35 x 53.2% }PACE 34 x 36A% ?PACE - - -MEAN 33 32 x 27.9% }PACE 18.2% }PACE 31 x 13.6% }PACE - - -15PCT 30 x g 1 % 29 x 7.8% 28 x 6.5% 27 x 5.2% 26 x 4.5% 25 x 1 9% 24 x 1 .9% 23 x 1 9% 22 x 1 .3% 21 x 0.6% 20 x 0.6 19x 18 x 0.0% 0.0% 17 x 0.0% 1 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 40 MPH LOWER LIMIT 10 MPH PACE: 31 MPH 85th PERCENTILE SPEED: 39.0 MPH PERCENT OVER PACE: 7,8 % MEDIAN SPEED: 34,8 MPH PERCENT IN PACE: 83.1 % 15th PERCENTILE SPEED: 31 ,3 MPH PERCENT UNDER PACE: 9. 1 % Sarrte Fe 2014-37 • • Rilfiiai . . 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OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 13 TOTAL ACCIDENTS 23 ANNUAL ACCIDENT RATE 6.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 1 .09 ACCIDENTS PER MVM SPEED RELATED ONLY TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 34,100 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL - DOWNEY / ALCOA / BOYLE CROSSWALKS AT DOWNEY / ALCOA / BOYLE PEDESTRIAN/BICYCLES YES / FEW TRUCK TRAFFIC YES (HEAVY) OWSTREEi PARKING YES, (LIMITED) OTHER AREAS OF NO STOPPING ANYTIME AREAS OF RED CURB I BUS STOPS I DENSE TRAFFIC ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0,48 VERTICAL CURVE NONE HORIZONTALCURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS POOR SIDEWALKSIDRIVEWAYS YES / YES (MANY) STREET LIGHTING YES OTHER PAINTED MEDIAN ISLAND 1 2 WAY LEFT TURN CENTERLANE ADJACENT LAND USE INDUSTRIAL / BUSINESS / COMMERCIAL RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph is within 3.7 mph of 85th percentile speed and meets CVC standards. File: Slaumn 2014J8 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI DATE:SO4 23/2014UE SURVEY BY:BOYLE AVENUETO DOC. BUE DIIA D TIME: 10:00 AM - 10:30 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.00/0 56 x 100.0% 55 100.0% 54 100.0% 53 100.0% 52 x 100.0% 511 x 100.0% 50 x 100.0% 49 x 100.0% 48 x 100.0% 47 x 100.0% 46 x 99.3% 45 Y 99.3% 44 Y 98.6% 43 x 97.2% 42 x 96.6% 41 x 93.1 % 40 x 92,4% )PACE 39 x 86.2% }PACE 38 x 82.1 % )PACE - - -85PCT 37 x 75.2% )PACE 36 x 71 .7% )PACE 35 x 67.6% }PACE 34 x 57.9% )PACE 33 x 49.0% }PACE - - -MEAN 32 x 41 .4% }PACE 31 x x 29.7% )PACE 20.7% 29 x 15.9% 28 x 13. 1 % - - -15PCT 27 x 8.3% 26 x 4.8% 120 x 4.8% x x 2.8% 2.1 % x 1 .4% X 1 .4% x 0.0%x0.0% x 0.0% x0.0% 5X 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 40 MPH LOWER LIMIT 10 MPH PACE: 31 MPH 85th PERCENTILE SPEED: 38.7 MPH PERCENT OVER PACE: 7.6 % MEDIAN SPEED: 33. 1 MPH PERCENT IN PACE: 71 .7 % 15th PERCENTILE SPEED: 28.7 MPH PERCENT UNDER PACE: 20.7 % Slaus n 2014-30 1 ► �Y • 1 • MEN rr OVA i 32 m■M■■■■■■■MEN■■■■■■■■■■■■■■■■■■MEMO! m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■w MENISCI mM■■■■■OMEN■■■■■■■■■■■■MEN■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■w �m m■■ME■M■■■ ■■■■ME■■■■■■■■■■■■■■� m■■■■■■■NMM■■■■■■■M■■■■■■■■■■■■w wm m■M■EM■■■NE OMEN■OMEN ONONE■■■■NEE■■ m■■■■■■■■OMOSS■■■■■■■■■■O■OS■■■w wm mEN■■■■ONO■■MEN■■■ONE■■■■■■■■MM� m■■■M■■■■■■■■■■■■■■N■EM■E■■■■■■w wm m■■■■■■■■■OEM■■■■■■M■O MEMO■■■■O� m■■■■■■■■■■■■MOO■■■■■■■■■■■■■■■w wm ®■E■■■■■■■M■■■■■■■■EM■■■■■M■■■O� ®MOOS■EN■■EEO■■O■■■■■■■■MOO■■■■� w® ®■EMME■MOON■MOON■mom■O■■■M■■■■■� ®■■■■■■O■■■■DOE■■■■■■■■■■BONE■Ew w® M■NNE■■ONE■■■MEME■■■■■■■■WEENM■ wM m■■■■■■■ONE■■M■■■NONE M■■■MEMO■■ wm MENNEN■NONE■■MO■■■■■■MEMO■■■■■■M� m■■■■O■■■S■■O■■■OS■■■ENS■■■■■■■w wm MME■■■O NONE E■M■■O■■■■M■M■■M■■■■■� mO■■■■■■O■■■■■■■■■S■■■■S■■■■■MOw wm Em on■■■■E■■■■■■■■■■Now■■■■■■O wM■m m■■■OM■■■■N■NONE E■■■MEN■■■O OMEN 0 mM■■■S■MMM■■M■■■■■■■■■N■■■■■■MOw MWEEM m■■MEMO■EM■■MEMO■■■NE■■■No■■■ wwm moomm■■NONE■■mom■■■■■■■■■E■■■■■sue m■■■■■■■■O■ ■■■■■■MOO■ ■O■O■■■■■■0 til•m mmMMMMN OMEN■NONE■■■O■■■■■■■ENE mmm moioM■M MEMO E■OEM■■■■M■■■■■■■■■■MI.>• M�Mm CHUMM■M■■E■■■■ME■■■M■■■OMME■■■■■mow m■■■■■■■■■■E■■■■■■■■■■■■■■■■■■■t•>• wwm momo MEMEME■■■N■■■■O■S■■ME■■■O■ M1'm mooMME■■■M■■■■■MEMO■■O■■■■■■■■O tam EE]momIIIII NONE■■■■NONE M■■■■MM■■■■■tom m%I/I/IO■■■■ON■■■■■■MOO■■■■■■■■■■t'S MICP7m momIII■■■■■■■NM■■■O■■O■■SO■ ■■O■■t"� ®►I■■■■■■M■■■■■■■■■■■■■■■■■■■■■Owl ��® mI■M■■■■■E■■MEMO EM■■■■■■■■■MOM■�O■ m%SIIIII■O■■■■■■■■■O■■■■■MO■■■OM■ �� tam ®00000000■■■NONE■■■■■M■■■M■■■■■Est mi00000■M■■■■■■■■■■■■■■■■■■■MM■�►� ■R�m usummo■■■■M■■■■M■■■■N■SO■■S■■■O■S7 mIIIIIIIIIIII■ ■M■■■■N■■O■■OS■ E■■■■ `� ��>•m ®o/I/III■■MOO■■■ME■■■O■O■■MESON■■�� moIIII/IIIo■■■■■■■■■■■■■■■■■■■ ■■■■Ott <Iw® ®IIIo►%Io■■■■S■■■■OM■■■O■■■O■■■S:� ®I►I►J%I%IIIIOEM■■■■MSOM■S■■■ ■■■O■■Li>■ Mi"® ®►IIImomumI■■■■ONE O■MO■O■NONE O■■■■i>■ E31%III/IIIII■■■■E■MOO■M■■■■■■■■O■■■■t►� OLWI91 moffiso■■■■■■O MEN■OMEN■■NONE■■■M■tom mI/IIII■■■■■■■■S■O■■■■■■MOO■■■■■■■tc� ■WRMFA m ■M■E■■■■M■M■■■■■NONE O■■NM■■■■■ti7• mII/III■■■■■■■M■■■■■■M■■O■■■■■■■■tom LMm mINONE■NONE■■■■■■■O■■O■OEM ■MMENOLi m�JII■OM■E■■■■■■■■■■■■O■■■■■■■■■E� irEEm F"MUM■■■■ME■■■O■■■O■■■■■■■M■■■■■�■• mIII/IMO■■■■■■■■■■■■■■■■■■■■■■■■■E� ��® m■M■■■NE■■■ONM■■■■■■■■■ME■■■M■■� m■■■■■■■■■■■■■■■■M■■■■■■■■■M■■■o om m■■■■M■■■■EOM■■■■M■■M■NONE NSEEN� mao..■■■■NM■■■■■■■■■■■■■■■M■■M■E�� Mom m■■OEM■■■ME■■■■■■■■M■M■MM■■■■■■� mo■■■M■■■■■■■■M■■■■■■■■■OM■■■■■�� m mE■M■■■■■■■■■■■■■■■■■■MM■SEEN■■E� mo■■■■■■■■M■■■■■■■■M■■■■■■■M■■N�w wm mO■■■■ME■■■EM■MEN E■■M■■M■■■NEON� mM■■■■■■M■■■■■■N■■■■■■■■■MMNN■■w om ®■■■■O■■O■■■■■■■■■■■■■■■■■■■■■■� @III■■■O■■■■■■■■■■■■■■■■■■■■■■■■i'J� i 141 m ■EOM■■■■■■■■■■M■■■■MOM■■■M NONE� m■■■■MMM■■■M■■MM■■■■MOM■■■■■■M■w wm m■■N■■■M MEN■■M■■■■■M■■■M■■■■NE■� m■■■■■■■■■OEM■■■■■N■M■M■■■■■■■■w wm MOM■■■MM■■■■■M■■■MM■■M■■■■■■■■■� MM■■■■■■OM■■■■■N■■■■■■■■E■■■■■■w wM m■■■■NM MEN■ME■M■■■■■M■■■■M MESON � m■■■■M■■M■■■N■M■■■■■M■■■■M■■■■■w wm m■■E■■■■■M■■■■■■■■■N■N■■E■■■■■■� M■■■■■■■■N■Y■■■■■■■■■■■■■■■■■■■w wm m■■■■■MO■■■■■■■■■■■■■EMM■■■■■■■■■� ®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■w wm ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON SOTO STREET T EE 2014 NORM BY: LIMI BUEND A(26thl TO VERNON AVENUE HCI DATE: TIME: 1 :00 PM - 1 :45 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY NORTH OF BANDINI DATE OF SURVEY 4/24/2014 85th PERCENTILE 39.5 MPH 10 MPH PACE 28 - 37 MPH PERCENT IN PACE 58.3 % POSTED SPEED LIMIT 35 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 14 TOTAL ACCIDENTS 36 ANNUAL ACCIDENT RATE 7.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACCJMILLION VEH, MILES 0.80 ACCIDENTS PER MVM SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 39,300 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL - 26th / FIRE STATION I BANDINI 137th / FARMER JOHN ENTJ VERNON CROSSWALKS AT 26th / FIRE STATION I BANDINI 137th / FARMER JOHN ENTJ VERNON PEDESTRIAN/BICYCLES YES / NO TRUCK TRAFFIC YES (HEAVY) OWSTREET PARKING NO OTHER NO STOPPING ANYTIME NO SHOULDERS / MAJORITY OF SEGMENT IS RED CURB ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0,61 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS POOR SIDEWALKSIDRIVEWAYS YES / YES STREET LIGHTING YES OTHER 2 WAY LEFT TURN CENTERLANE MANY CROSS STREETS ADJACENT LAND USE COMMERCIAL I INDUSTRIAL I FIRE STATION RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph is within 3.5 mph of 85th percentile speed and meets CVC standards. File: Soto 201439 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON SOTDAT O STRE 14 NOR TH CITY LIMITS (2 t BUOEN VERNONAVENU HCIIA E TIME: 1 :00 PM - 1A5 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 N 100.0% 59 x 100.0% 5 x 100.0% 57 x 100.0% 56 x 100.0% 55x 100.0% 54 N 100.0% 53 N 100.0% 52 x 100.0% 51 N 100.0% 50 x 100.0% 49 x 100.0% 48 x 100.0% 47 x 100.0% 46 x 100.0% 45 99.3 44 98.6% 43 x 95.7% 42 x 95.0% 41 x 91 .4% 40 x 90.6% 39 x 87.8% 38 x 82.0% - - -85PCT 37 79. 1 % )PACE 36 x 73.4% }PACE 35 x 65.5% }PACE 34 x 56.8% }PACE 33 x 54.7% }PACE 32 x 51 .8% }PACE 31 x 44.6% )PACE - - - -MEAN 30 x 41 .7% }PACE 29 x 32.4% }PACE 28 x 27.3% )PACE 27 x 20.9% 26 x 15. 1 % 25 x 24 x 10.1 % - - -15PCT 23 x 6.5%% 22 x 3.6 21 x 2.2%2.2% 20 x 22% 19 x 0.7% 18 x 0.0% 17 x 0.0% 15 x 1 x 0.0% 0.0% UPPER LIMIT 10 MPH PACE: 37 MPH LOWER LIMIT 10 MPH PACE: 28 MPH 85th PERCENTILE SPEED: 38.5 MPH PERCENT OVER PACE: 26.6 % MEDIAN SPEED: 31 .8 MPH PERCENT IN PACE: 58.3 % 15th PERCENTILE SPEED: 26.0 MPH PERCENT UNDER PACE: 20.9 % 5010 ZU14-39 "]lijlililIIl�t► ® ® \l�l((11S�S7iN1t1/ . �� ® ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■■■■■■■■■■■■■■■■■■MEASURES Mom mMMMEMEMM■MM■MM■MEN■N■NEE■■EEM■� mN■NENN■■SEEM■ENSEE■■NE■■AMEONE m m■■EM■■M■■M■■M■ME■NES■EE SEEM■■ ®■■■■■MM■■■■MMMM■E moon N■M MONSOON r �m mEMMENAMMEM■MERUNSE■M■■EsUEMNNN� "MMNM■MMMM■MENE■M Noon MMNMNNUMMN� �m ®■■N■NE■ESN■■E■MEN■NEM■S■N■■■E■EEENI ®■■■■N■■N■■U■■■■E■N■■ENM■NMNUN■� �Ffl ®■■■EEENU■U■MENM■■■■■■E■■■■■N■ us MEM■M■■■■■■OM■M moon E■E■■MMM■■� �® m■EN■E■■■N■N■■NMEN■N■N■N■■■E■■NEB FEU■■■■MMMENE ONES Emono E■M■■MEM■NEE� �® ®..MEN■NUNUMNE■MMNENNSNS■NMMl7NSIMMININ ®MNMMMMM■MME moon Eowns ■MM■■�■UNE� �® mEM■M■■■NNM■■SNMENE■■■■■■M■NM■N� m■■M■■MEANS■mass MNONE NON■■ ■■■■mommi m MMM■M■■N■M■■M■MM■M■M■MMM■M■M■ M■ME■ME■EMINEE Elm m■.............■■NNEU■NM■MM■MM m■N■■ESN■■■U■NE■M■■■EENN■■■NU■N� Elm mEMNE■ENNN■EMNEN■NMN■NMNMMEMM■U' mr■■N■NEE■■■■■MUM■■N■■■■M■E NNE■MEN tam mENUEEN■U■■■NUNNE■ARM■■E■SEEM■N� mII■■MEUEENNU■MN■REM■SEE■■NEEUNM� m mE■NE■■NN■■■N■EN■N■NNE NNNSEE■■NEB mSNN■N■■■■■■NMM■■■M■■N■■■■■■M■■SIMM Elm mII■■■■N■REM■SNN■■ENUR■■■■■■N■■ ME■■MR■■MMISME Mom mIIMUEN■NU■MMNN■NE■EMU■NSMORE E■E mM■M■■MM■MMM■M■MMEEN■■OWES■MOEN�& E■�m MENEM on ME MMMMMMMMMMKMN go mIrMEMEMUS■E■UEUE■mom■MENEMEno mr/IJ►IOrrMME■E■M■■EMM■EE■■■■■M■E■Ml►� mI■NEEE■UNN■■U■EENmono■MEN■MENU m►IMI■MM■■MEMM■■■MEN■■E■ME■EE■M■■ SE EM:.•m mI/IIIEN■■N■■E■■NNE■MEN■NN■■SEEN■Eft mIIIr/IIIUMRMMUNNRMEM■MME■MMMEMUME� Es:Elm IDIEfENMNUNNMNNNNMNE■■ENN■■M■■■ME■M■ mIIII/IIIIIIIIII►ISNN■■■■NNE■■N■■■■U■■MIR E■I�Q� ®I/III/III■■U■■■■URSE■■■EN■NEU■■EN■ MM■■N■UME� m►I/IMEEMEMM■EEMMMEMMM■EEME■■■ME■© MIUMM■M■■M■MMMM■E■■EMEMM■■■MENORMOUS! 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File: Soto 2ol4-4o RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON DOT 4/17/2014 SURVEY BY:STREET TO SOB END IA L IMITS (51th HCI TIME: 1 :45 PM - 2: 15 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 100.0% 59 100.0% 58 100.0% 57 100.0% 56 100.0% 55 100.0% 54 100.0% 53 100.0°lo 52 100.0% 51 100.0% 50 100.0% 49 100.0% 48 100.0% 47 100.0% 461100.0% 45 x 100.0% 44 x 100.00/ 43 x 98.7% 42 x 97,40/6 41 x 95A% 40 x 91A% 39 x 87.5% 38 x 85.5% 37 x 80.9% -85PCT 36 x 76.3% }PACE 35 x 66.4% )PACE 34 x 55.3% )PACE 33 x 48.(r/ }PACE - - - -MEAN 32 x 41 .4% }PACE 31 x 34.9% }PACE 30 x 28.3% )PACE 29 x 21 .7% }PACE 28 19. 1 % )PACE 27 x 15.1 % }PACE 26 x 9.2% - - -15PCT 25 x 7.9% 24 x 3.9% 23 x 3.3% 22 x 2.6% 21 IX I 1 1 .3% 20 x 0.0% 19 x 0.0% 18 x 0.0% 17 x 0.0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 36 MPH LOWER LIMIT 10 MPH PACE: 27 MPH 85th PERCENTILE SPEED: 37.9 MPH PERCENT OVER PACE: 23.7 % MEDIAN SPEED: 33.3 MPH PERCENT IN PACE: 67A % 15th PERCENTILE SPEED: 27.0 MPH PERCENT UNDER PACE: 9.2 % Soto mla o rrrrr tv 1 ZiLTAU ' - ` TIAMIN . � � mE■NE■■■■■■■■M■■EM■E■■■■■■■■■■■■� mES■■■■■■■■■■■■■■■NEE■OM■■■E■■■■� Elm m■■N■■■NONE■■MM■M■■M■ mo■■■■■■� �m m■Room■NONE■EMO■■■M■■ ■■■■■■■■� � m m■■■■■■MEMO�E■■■■■■■■M■■■■■■■ao� MEMO■■■ME■■■■■ ® ■■■■■■■■ ■■m■om■■� � m■■■EN■■■■E ■■■■■■■■N■■■■■■EMS■� m■■■■■■■■■■■■M■■REM■■■■M■omom■■■� �m m■■M■■■mom■■NEE■■■MM■■E■■■■■■■■ �m mN■■E■■■■■E■■■■■E■■eM■■■aE■■■■■mom me■■mM■■■■■■■■■■■■■■■■E■■■■■■■E� �m m■■■■■■■■■■■■■■ME■■■■■ERE■■■■■M me■■■EOM■NEE■■■■■■■eN■E■■■■■■■■� �m ®■■■■ME■■O■■■■E■■■■a■■■M■■■EMM■� m■■■■S■■■■■■MM■■■■■a■■■■■■■■■■■� �® MEMNON■■EOM■■MEN■ENE■■■M■■■MWMM ®■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■� �® m■■■E■■mass■NONE■son■■■■■■■■■■■ m■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■� em ME■■■■■■E■■■MOEN■M■■■ME■MEM■■■■ �m o■■■■■EM■■■■M■■■■M■■■M■■■M■■■■■� m■E■■■■a■■■■■■■■E■■■■■E■■■E■■aE� Elm m■■■■■■M■■■■■■■■■■ENE■■■M■M■■■ME� �i■■■■■■■■■■■■■SE■■■M■■■mN■E■■m■� �m m■■■MMM■■■S■ENE M■MMEN■■■■■■moon � m■■■■■Mm■■MOM■■■■■■SE■■■Mm■■■■■� �m m■■■■■■■ENE■NONE■■■Noma■■■■E■ m■■■■■E■■■■M■■■■■■■■■■■■NE■■E■■� �m mE■N■■■■SM■■MOON■■■■■■■■■■■■■■■� m.II■■■■■■■s■■■■■■■■■■■■■■■■■■■■��! trlm m■■■■■■■■NONE O■■Os■m■S■■a Samoan � mII■■■■■■■■■■■■■■■■■■■■■■■NREM■gym■ m[!m m■■NEN■NONE E■■a■E■■MM■■■■S■ENE mmm m0■ME■■■NM■■OMEN■■E■■■ME■■■■E■■ MME■■■■M■■■■■■mom all19�m Mouses■■Man■moos■■■N■■MM■■■EM■■ w/mm MONEON■MEMO■NONE■■■■■■NM■■■EM■■ "MOMEM■■■■■■O■■■■■■■■■■■■m■■■S■Rim■ MOWN Eomumummmm■■■MEMO■■mS■■■■■■■M■■■ mI■■■E■■■o■E■■■■■E■■■■MM■■■■ME■t>■ MIiAM ®IIIEEMOM■■■■NONE EM■REM■■■ME■■■■ mM■■■mm■■■mom■■� ism "&NOO/M ENE■NONE EMENO■moon EOMEN ®m mummumIm MOAFE■■ON■■MEMO■■■■■■■M■■iiE■ ®IIIIr►III►I►II■■■eM■■■■■M■ ■■■■■■■■■■MO■ MRRIN® MONSIN►■ENE■NONE■■■M■■■E■■■EM■■ MKINIMm m►MIIIIIIIIIM■■■■■M■E■MN■S MONSOON■■ice ®III►►IME■■■■■■■■■■■■■■■■■■■■ ■■■■■Ea• MI►,a•® EmmummIIIIIOMEN ■■■■■■O■■■■■■■M■■■■■ice ®IIIIM■■■S■■■■■■■■■■■■■■■■■ ■■■■MMM0m wromm "III■EO■OMEN a■■■a■■■■■■■a■E■■■■■ MI,® " UII►III■■EaE■■■■■■■■■M■■■■■■■O■■ ■■■m■■■■M■ mwim" m%own■■■■M■■■E■■E■■■■■■M■■M■■■E ■■EM■■■■■■■Em♦ tsm MITIOR■■■■■■■mMEMNM■MM■■■■■■MEM■■mEm• FEE& MEMMEM■ME■■■E■■■■■E■■■■■■■ME�N• t► REm EMU II%III MESON■■N■■E■■■MMO■■E■■■■■Li RUN II►UUMME■■■E■■■■■■■■■■■■■■■■■■■ii MCEEm mE MEN■M■■■M■■■OMEN■■■m■■■■M■■■E■E7 FRINFA tram ®OIII►III■■ENE■■■■■■■■■■■■■■■M■■■■■tom ®%/I■■■■■S■■■a■a■■■■■■■■■■S■■■■Eta• tam M&MMEM■a■■■SOMEONE■■■■ME■■■■M■■ mmm ®%■■E■■■■■■■■■E■EOM■■■■■■■NEE■■�� m■e■■■■■■■E■■■■■E■NEE■■■■■■■E■■t.� ��m MUMS Nm■MEN■■■■■■m■■N■■■ moos trim ®II■E■■■MEN ES■■E■■■■■■■a■NEE ■■■© E31■■■■E■■■■S■■■S■■■■■■■■■■S■■■■■r tiles® m ■■■MO■S ENE■■NONE■■■■NM■■MEMO ■■■■■■■■■M■■■■■MESON EMMONS moms No No ■� rm m■■■■■■■MONO■NONE■■■E■■■■■■■■■■� mEma■■■■■■■■mE■■■NEE■■■■■■■■E■■� �m MESON■■Mason OMEMO■NOM■■oEM■MEME� m■■O■■■■■■a■S■■■■ERE■■■■■■■■■■■� �m m■■■■■■■■NON■■■■■■m■■■■■■■EN■■■� m■■■■■■■■■■Y■■■■■■■■■■s■■■■■Ss■� �m MENOMONEE ®■■■a■■■■■■■■■■a■■■■■■e■■■■■■■E� �® ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON VERNHCI DATE: 4 ENUE17/2014 ALASURVEY BS: C. BUUENDIAA FE AVENUE TIME: 2:40 PM - 3: 15 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY WEST OF SANTE FE DATE OF SURVEY 4/17/2014 85th PERCENTILE 40.7 MPH 10 MPH PACE 33 - 42 MPH PERCENT IN PACE 73.6 POSTED SPEED LIMIT 40 MPH / 25 MPH' ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 1 TOTAL ACCIDENTS 13 ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0. 19 ACCIDENTS PER MVM SPEED RELATED ONLY TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 14,350 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL - ALAMEDA / SANTE FE CROSSWALKS AT ALAMEDA / SANTE FE PEDESTRIAN/BICYCLES YES / FEW TRUCK TRAFFIC YES (HEAVY) ONSTREET PARKING YES OTHER AREAS OF NO STOPPING ANYTIME AREAS OF RED CURB / BUS STOPS ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.50 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS POOR SIDEWALKS/DRIVEWAYS YES / YES STREET LIGHTING YES OTHER SOLID DBL YELLOW CENTERLINE NO SHOULDERS ADJACENT LAND USE INDUSTRIAL / BUSINESS RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 40 mph is within 0.7 mph of 85th percentile speed and meets CVC standards. File: Vernon 2014-41 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI VERNON AVENUE ALAMEDA STREET TO SANTA FE AVENUE DATE: 4/17/2014 SURVEY BY: C. BUENDIA TIME: 2:40 PM - 3: 15 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 x 100.0% 50 x 100.0% 49 x 100.0% 48 x 100.0% 47 x 99.4% 46 x 96.9% 45 x 95.0% 44 x 92.5% 43 x 91 .8% 42 x 89.9% }PACE 41 x 86.8% }PACE 40 x 81 . 1 % }PACE - - -85PCT 39 x 71 .7% }PACE 38 x 64.8% }PACE 37 x 56.0% }PACE 36 x 42, 1 % )PACE - - - -MEAN 35 x 34.0% }PACE 34 x 26.4% }PACE 33 x 18.9% }PACE 32 x 16.4% 31 x 15.7% 30 x 12.6% - - .15PCT 29 x 7.5% 28 x 5.0% 27 x 3. 1 % 26 x 1 .3% 25 x 1 .3% 24 x 1 .3% 23 x 1 .3% 22 x 0.6% 21 x 0.0% 20 x 0.0% 19 x 0.0% 18 x 0.0% 17 x 0.0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 42 MPH LOWER LIMIT 10 MPH PACE: 33 MPH 85th PERCENTILE SPEED: 40. 7 MPH PERCENT OVER PACE: 10. 1 % MEDIAN SPEED: 36.6 MPH PERCENT IN PACE: 73.6 % 15th PERCENTILE SPEED: 30.8 MPH PERCENT UNDER PACE: 16.4 % Vemcn 2014-41 - . . . . 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BUENDIA TIME: 2:00 PM - 2:30 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY WEST OF JEWEL DATE OF SURVEY 4/17/2014 85th PERCENTILE 34.4 MPH 10 MPH PACE 24 - 33 MPH PERCENT IN PACE 63 .4 POSTED SPEED LIMIT 30 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 7 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM SPEED RELATED ONLY TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 91100 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL - SANTE FE / SOTO, STOP - SEVILLE CROSSWALKS AT SANTE FE / SOTO / SEVILLE PEDESTRIAN/BICYCLES YES / FEW TRUCK TRAFFIC YES (HEAVY) ON-STREET PARKING NO OTHER NO STOPPING ANYTIME NO SHOULDERS ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.80 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS GOOD-FAIR SIDEWALKS/DRIVEWAYS YES / YES STREET LIGHTING YES OTHER SOLID DBL YELLOW CENTERLINE RxR XINGS ADJACENT LAND USE INDUSTRIAL / BUSINESS RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 30 mph is within 4.4 mph of 85th percentile speed and meets CVC standards. File: Vernon 2014-42 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI VERNON AVENUE SANTA FE AVENUE TO SOTO STRET DATE: 4/17/2014 SURVEY BY: C. BUENDIA TIME: 2:00 PM - 2:30 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 511 1 x 100.0% 50 x 100.0% 49 x 100.0% 48 x 100.0% 47 x 100.0% 46 x 100.0% 45 x 100.0% 44 x 100.0% 43 x 100.0% 42 x 100.0% 411 1 x 99,3% 40 x 98.7% 39 x 96.7% 38 x 95.4% 37 x 92.8% 36 x 89.5% 35 x 87.6% 34 x 83.0% - - .85PCT 33 x 79. 1 % }PACE 32 x 73.2% }PACE 31 x 67.3% }PACE 30 x 62.7% }PACE 29 x 56.9% }PACE 28 x 48.4% }PACE - - - -MEAN 27 x 44.4% }PACE 26 x 34.0% }PACE 25 x 30.7% }PACE 24 x 23.5% }PACE 23 x 15.7% 22 x 9.8% - - -15PCT 21 x 5.2% 20 x 3.3% 19 x 2.6% 18 x 1 .3% 17 x 0.7% 16 x 0.7% 15 x 0.7% UPPER LIMIT 10 MPH PACE: 33 MPH LOWER LIMIT 10 MPH PACE: 24 MPH 85th PERCENTILE SPEED : 34.4 MPH PERCENT OVER PACE: 26.8 % MEDIAN SPEED: 28.2 MPH PERCENT IN PACE: 63.4 % 15th PERCENTILE SPEED: 22.9 MPH PERCENT UNDER PACE: 15.7 % Vemon 2014-42 40 \ _ • • • _ _ _ ' • ' • • ►1�Sii1►11L�►• MOMMINIM IMT441TO • 3.��GIII�P►l� • • � ■1•Ir■® ■■■■■■■■■■■■ONE■SOME■■■■■■■■MM® m■■■■■■■■■■■NONE ■■■■■ ■■■■■■■■■■ � Ohm m■■■E■■■■■■■E■■■■■SEE■■■■■■■M■■EMINE mM■■■■■NONE E■■■NE■■■MN■■■■O■E■S� �m m ■■■■■■■■■E■■■S■■■E■■■■■■■■■M■■MOMMI m■■■■ME■■M■■■■O■ INIMMIm ®■E■■M■■E■E■■■■SEE■■E■■■SSEEE■ ■■■■■■OEM■■■■■■ MMMMI® m■■■■■■■■■■■■ESN■■■■■E■EO■E■■E■ENSIM m■SEEM■■■■■■NONE N■■■■■■E■■■■■■■� �m ®■■■■SE OMEN■■■■OEM EE■■■■■■■■M■■ NONE SOMEN■OMEN■■E■■■■■■■E■■MMNIMIN MOMMI® m■■M■■■■EM■■N■E ENO■■■■E■■■■■■E■ OEM■NONE■MO■■ MENEm ®■ON■■■M■■■■■■■ONE■■S■■■■ME■■ON M■■■MEMO■■■SEEN■■■■■■■■■■■■■■■� MENE® ®■■OEM■■■■M■■E■■■■■E■■■■MS■■M■■ m■■■■■■■■■N■MORE MOMMI® ®■NONE■NONE E■■■■■E■■E■■■■■■M■■■ ■E■■MS NONE■MEN MESSIER m■■E■■■■■M■E■■E ENO■■EEEE■■■■ONE B mS■■SOB SEEN■ENO INIMMIm mEEE■OEM■■■■■■■MEN■E■■■■■■E■MEN S mE■SSE■E OMEN■M■■■■■■E■E■■■■■■■■MINIMIN MOMMIm MENNEN■■■■■■■EOEM■ENS■■ESE■■OEM MEN■SEE SOMEN■■■■■■■■■E■■■■■� MENEm m■E■■E■■■■■■■■■■■■S■■N■■■■■NONE MEN■■■■NNMEN MMENIm mEM■EN■MEN EE■■■■■■■■■■■■O■■■M■■ ■■■N■■■EN■NONE MENEm DENONE EM■■■■■S■■■S■■S■■■■■■■■■■ MEN SE■■E■ ■NONE■■EN■■■■■■■■■■SEA MOMMIm m■■■■■■■SEE■MEMO■■■E■E■ES■E■■ ENO■■■OEM■SEEN■■M■■■■■M■■■■M■MMMMl �m m■■■■■■SEE■■S■■■■■N■■■■■■■■MEN ■■M■■■E MEN NM■■■■■■■■■■■■■■■■■■� INIMMIm mIJ■■■■■■■E■■■■ESE■■■■■■■■■■SEEN ■■■■■■OMEN■MEMO■■■■■■■M■■■■■■■INIMIN MWEEm mIEO■■■ME■■■■■■■OS■■S■MM■■■M■■■ MEMOS■MEMO■■ Mom mom■■■■■M■■■■E■■■N■■■■ENSEE■■■EfM• mIEM■■ESE■■■■ ES■m m■■SO■■■■S■■■■■MEE■E■■■■■■■SEEN mISE■■EEO■■■■O■■■M■■■■■OE■■■■MOSf�� tiM■m m►I►►III■■O■■■■■■■■■■■■M■■OMEN■■OE■E� MMEMO■■■■■■■ tMEm mIII/III■■E■■■■■■E■E■■■■MOONS■MEMO gym ®ONONE■■■■OEM■■■■ _wwm mIIO■E■■■■E■SEE■■■■■■■■■■■E■■■■NEB m■MEMO■OMEN■■■■■N■■■S■O■■■■■S■■0 MEEEm mII/Ir►I■■■E■■■E■ME■■■E■E■EEMEE Now t' mEEIISEE SOME ■■■■N■■NE■EME■■■OEM■EWEE i Kg mGIIRPAF4 ■■MEN E■■■E■■■OE■■■■■■NONE mI■■■■■MEMO OBEEN■■■■■■■■■E■■■■Ef>■ tMm MOPARR►IIIN■■O■E mom E■■■■■E■■■■■N■■fi� ®I/IE■■O OMEN■M■■■■■■■■■■■■S■■■■■© S5MM® mIrApArmIIIJ mom E■OEM■■■M■■■■■M■■ME■■�rf ®OSSEO■MEMO■■■N■S■■■■■■■■M■■■■■tcIN Mmw" ®OEI►I■■■NE■■■MEM■M■■■■O■■■■■■■■tom 191so■■■■■■■■■■NE■EM■■■■■■■■M■■EEC ■i>•® m►IIISEMMEMO■■■M■■N■SEE■■E■M■E■■EIS• mrlssmomm■■■E NONE■E■■■ ■■■■■■■■■mw// Lim mI/I/OUNGIIISEES■M■■EEE■■E■■■■■■■■ moM mom■NONE■NONE■■■■■■■■■■■■■■■ � MItiMm m%SE►I■■■■E■■■E MEN Emom■■■■■■M■■■tom mIIII■M■■■■E■■MEAN■■M■■■■MM■■M■■■■fiM■ tMm mall►Iommo■N■■E■■■■E■EN■■EE■M■■■ moommummiM■■■NM■■■N■■■■ME■■■■M■ INIMM m■■■S■ENS■■■■■■■■■■■■■■■■■■NONE ED mmommr■■■■■■■■M■M■■M■■EEM■■■■M■ �m m►In■■E■■■■■E■■■■mom■■E■■E■■mom ass&►►N■■■NONE SE■■■M■■■■■■■■■t>■ MUNEm mII► on S■MESS■SO■■E■■■E■■■■■■M■MIM msomma MOMM■■ME■■■ m EMSFAFI■■■■■■■■EEO■■■■■■■S MEN■■■■■icS■ FmommuIII■mom■N■■■■■M■■N■■■■■■■■■t►1 `MEm MrAFFAI■■■EE■■■M■■■■■■E■■■mom E■■■■�� MONSOON MEMO E■■■E■■■■■■■■■■M■■■L'> i>•® IRE I■ESE■N■MEMO■■■■■S■■E■■■mom I■EEO■■■M■■ONE N■■■O■■E■O■■■■■tI/J Imm® mNE■■■■■■■■E■■■SEE■■■■S■BONE mI■■■■S■E■E■■■■NEM■■■ ■■M■■■■■■■MOr ism fin■■■■E■■■■■■■■S■■■LANES■■E mom■■■r mII■■■ MUMMIm m■■MOM■■■■M■■■■■■■■■■■SE■mom■■E� mE■■E■■■■E■■■■■S■S■■■■E■■S■■■■■0 ■C•m m■■■■■■■■■■■■■■■■■■ESSEE■mom EE■� m■N■■■EEE■■■■■■SEE■■E■■MS■■MEMO O Om ®■■■■■E■■■■■■■■■■■■E■■E■■■■■ MEMO■■■EN■■■■■■■■■�� ® ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON VERNHCI DATE: t4V/2014 SURVEY BY: C.TO DBUEND AOWNEY O� TIME: 12:45 PM - 1 :30 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY WEST OF BOYLE DATE OF SURVEY 5/1 /2014 85th PERCENTILE 34.5 MPH 10 MPH PACE 24 - 33 MPH PERCENT IN PACE 75.0 POSTED SPEED LIMIT 30 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 3 TOTAL ACCIDENTS 4 ANNUAL ACCIDENT RATE 1 .50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0,68 ACCIDENTS PER MVM SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 107050 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL - SOTO / DOWNEY, STOP - BOYLE / ALCOA CROSSWALKS AT SOTO / DOWNEY / BOYLE / ALCOA PEDESTRIAN/BICYCLES YES / YES TRUCK TRAFFIC YES (HEAVY) ON-STREET PARKING NO OTHER NO STOPPING ANYTIME BUS STOPS ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.60 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS GOOD SIDEWALKSIDRIVEWAYS YES / YES (MANY) STREET LIGHTING YES OTHER - SOLID DBL YELLOW CENTERLINE NO SHOULDERS ADJACENT LAND USE INDUSTRIAL / BUSINESS RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 30 mph is within 4.6 mph of 85th percentile speed and meets CVC standards. File: Vernon 201443 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCIVERNON /204E SOO YB TO DOWCB ROAD 1111 RY: C. END A TIME: 12.045 PM - 1 :30 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 100.0% 59 100.0% 58 100.0% 57 100.0% 56 100.0% 55 100.0% 54 100.0% 53 100.0% 52 100.0% 51 100.0% 50 100.0% 49 100.0% 48 100.0% 47 100.0% 46 x 100.0% 45 x100.0% 44 x 100.0% 43 x 100.0% 42 x 100.0% 41 x 100.0% 40 98.4% 39 x 96.8% 38 x 95.2% 37 x 91 .9% 36 x 90.3% 35 x 87.9% 34 x 82.3016 - - -85PCT 33 x 81 .5% )PACE 32 x 73A% }PACE 31 x 70.2% }PACE 30 x 62.1 % }PACE 29 x 48.4% }PACE - - - -MEAN 28 x 41 . 1 % )PACE 27 x 29.80/6 }PACE 26 x 22.6% }PACE 25 x 20.20f6 }PACE 24 x 11 .3% }PACE - - -15PCT 23 x 6.5% 22 x 2.4% 21 IX 1 0.8% 20 x 0.0% 19 x 0.0% 18 x 0.0% 17 x 0.0% 16 x 0.0"k 15 x 0.0% UPPER LIMIT 10 MPH PACE: 33 MPH LOWER LIMIT 10 MPH PACE: 24 MPH 85th PERCENTILE SPEED: 34.5 MPH PERCENT OVER PACE: 18.5 % MEDIAN SPEED: 29. 1 MPH PERCENT IN PACE: 75.0 % 15th PERCENTILE SPEED: 24A MPH PERCENT UNDER PACE: 6.5 % Vemm 2014-43 1►l3i1ii211f►1► !Giii1111`D ' wF ■■■■■■■.■■■■.■■■■■■■.■■■■■■■■■® ®■■■■■■an Emma.■■■■■■■■■■■■■■■■■■■.■� m mMOs■MEMME■■....■■■■■..■■■..■.■ ■■■■..■■■..■■...■■■■..■.� �� m■mmomm■m■Mw■mom■■■moomm■m■■■m■ mMRM■■■■■am■■■om■■■Mm■■mm■■■mww■� rm Oman mom��0 0 mu■mmummumiNUNN� m ENUMMUMME Nunn ERNs�\�.�1�.i ®....■...■..■...■■........■.■..� ®.............NONE N.■.........� C® F31..mom..............■.......... m......SEEN...MORE.NEUROSES..■o m ®M■N■M■mom a.■.■a.■....■■■■.moon ®N■Em■■■■ME■■a■■..■■■■■m■■■■mma� F�■■■■s■ONE M■■R■M■m■■■■■■■M■■■■s m■oom■■NONE.mN■■.■M■■ .■■mm■■■smRRM� mME■EMm Eno a.man ammmmommmmmNmm 0RRm■ M Noma■E■■N.MMnoRaaMEnwo■mmwm■RRa� RRNMIF31 m■■mm■■■■■..NNE a■om■■sso■mo■■M■ m...■■.■mom.■.OMEN■so mom■■■■■.� oQ7 mmoon OMwM■■mom.MMMMMmMMEMOMMMMR m■a■....■■..■a man■wME.ammNmmmo...a� ..Sm OMONO■■..■.■■■■■■■■.■■■■■■■■■.■ m.NONE■NONE..■■■■.■■■■■■■■.■■■■� RRa■ m ■■■■■■■N■■■Emma■m.■■■M■■M■■■■■ m■moms■MEMO■■a■■■■m■m■■mm■mm■■■ m WomasmmwmmM.N■EM.m■■M.mom.■■.■mom mono■■■w NNE■■.■■■■m■mRRMo■■■■■m m m■■■ma■■■■a■■mom■■mom■Mom■No.■■ mo■m■■N moon NmaEMEM■■■■■a■■O■M■■ m m■■m■■■.NM.■■N■N■■■■■■■■■M■■R■■..R■ mM■NEM■NONE.■.■■■moo■ ■.a■■E■■■N m msom■o■m■■o■■.■aMmo■m■■mmaMESON GNOME NNONE�a■■■■■OEM■■■O■■ERNE�■� M`�m m■■m■■■■o■s..a■■.■OEM■■■■■M■■■MD mlmo■■.Nm■■ w■N■■■■■M■■N■M■MNON�1� "MEREN■EE■NE■aNNMMEMEMEMENMEN■Ms[]• "SOMME■■SEE N■a■■MMOMMM■a■MEMNONR© M..�■m "MEMOS.a.■■■.mom s■■■o■■o■■ MEMOS "SOMMENm mom N■■a■■■EON■■■■■■MNO■Ri 1 R■:�m ■■■■■■■■m■■mmmmmomm■■■■m■s■■o.nMl Wasolm ■moms Nwa■m■aa■R■mom■■■o■m© Rim ®ATOM■ a■■■ENN■N■a■■o■■omom■■■smfFm• ®III an NONE■mo■m■■■■m■■EN■■■■■.t'S Mil® mrERNEMMNMMENNENsa■MI■ENEMNM■EMR\� mMMMM■Mm■mmmMMmNM■mmRm■MRom■aMot•� mMOO&OMMm.m■■m■ommon ■■■■mom■M0 m■oo&& OM■■O■■■m■■m■■m■oom■■mms�� ®L•7m ®OIIom■■■■a■■N■■■■m■mmommm■■■m■<NO ®IIIMON E■■aNmm■■■■m■■■■M■■.oa■.�� G7® mowwanoo.■M..■o■■■■■.■■■am.■■■MMiMN mIII/ITS& &mi■■sa■■■mm■m■■a■■■■aM.�m■ ..�■m MITINIIIRMN■a■oNSM.■..MMEM■MME■E..FRE M&FUNIE■moms.momm■■mosssmm■■Mma.M[M■ wL�m MIN%OOOI/r■■■Em■aR■m■m■os■m■■■■wiKIN MG&GONSE■■mN■■MM■■■E■■■NO■■Ew■.�� .sLlm mMOMOSINMMOENNaasM.MM■■RMam■■M■SIR mlONMENMOEM.■OEN.Ma■E.MMmMME■■EME� `gym mME■■M■■■■■■■■■MR■■.■.■.■a■■No■gym■ mOME■■M■■■MN MEMBER■■■■mo■■mma■E�■ml �w•m M0000a■■■NONE m.a■■MM■■■■■M■E■M■M© ®IOffin►Tom.■■N■.■■■N■■■■ma■m■■■■.�/� �1�m mnomR.mmN moon Nma.EM■MOMM.M IME■■.f! mONQUENNE■■■Oa■■■NONE■summon w■■�'! tam ®MEMO■■■■m.so■aN■■m■o■■omom■■mm© ®II//■■m■mmo■■■■o■■moso■o■mm■■■oi:7 Ste® M ENEwawM0.■■MSMwwsmosmmmos■ow ■EMOMMw.wMmM■wNMfw�� ©M ®■■■m■■■■■a■■■■■■■MEM■■■EM■N■■ ■om■mmo■■N■■■■mm■■■oma■■■■■a■�� ® FANNER ■a■■m■M■■■■o■■om ■om■■■m■■s0a■..RENEWS■■.NONE ■� �m mmMM■ommN■aM.N MEN■m■■mom■■m■■ma..■ml m■mom■m■■■M■■a■O■■OM■■■M■M■M■■■RR.EIRRa�m mM■N■..■■.■■■■ONE■momm■■■o■mm■ar mM■■moss■■■Na■■■■■a■■■■■N■ORN■.� ..oM1fE7 miiiiirwamom NEVERMEM IMMUM miiiiiiiiiiiiiiiiii�iiiiiiiiwii�i �m ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI wASHINGTO BOULEVARD SURVEY BYO CO EAST CITY LIMITS (Indiana) TIME: 9:45 AM - 10:15 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY WEST OF ECL DATE OF SURVEY 4/28/2014 85th PERCENTILE 45.9 MPH 10 MPH PACE 36 - 45 MPH PERCENT IN PACE 62.3 POSTED SPEED LIMIT 45 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 3 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH, MILES 0.00 ACCIDENTS PER MVM SPEED RELATED ONLY TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 19,700 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL - DOWNEY / INDIANA / UN-NAMED CROSSWALKS AT DOWNEY / INDIANA / UN-NAMED PEDESTRIANBICYCLES FEW I NO TRUCK TRAFFIC YES (HEAVY) ON-STREET PARKING NO OTHER NO STOPPING ANYTIME ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.97 VERTICAL CURVE UP-DOWNHILL GRADES UNDER RxR BRIDGE (E.of Downey) HORIZONTAL CURVE GRADUALS" CURVE LATERAL VISIBILITY GOOD ROAD CONDITIONS VERY POOR SIDEWALKSIDRIVEWAYS YES / YES (EB) - YES / NO (WB) STREET LIGHTING YES OTHER PAINTED MEDIAN ISLAND / RxR XINGS NO SHOULDERS UNDER RAILWAY BRIDGE ADJACENT LAND USE INDUSTRIAL RECOMMENDED SPEED LIMIT 45 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 45 mph is within 0.9 mph of 85th percentile speed and meets CVC standards. File: Washington 2014-44 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI WASHINGTON BOULEVARD DOWNEY ROAD TO EAST CITY LIMITS (Indiana) DATE: 4/28/2014 SURVEY BY: C. BUENDIA TIME: 9.45 AM - 10: 15 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 x 99.4% 55 99.4% 54 98.9% 53 98.3% 52 98.3% 511 x 97.1 % 50 x 95.4% 49 x 93.7% 48 x 90.9% 47 x 89. 1 % 46 x 85.1 45 x 82.9% }PACE - - -85PCT 44 x 76.6% )PACE 43 x 70.9% )PACE 42 x 64.61/o }PACE 41 58.3% }PACE 40 x 50.9% }PACE 39 x 40.0% }PACE - - - -MEAN 38 x 34.9% )PACE 37 36 x x 30.3% )PACE 35 x 26.3% )PACE 20.6% 34 x 17.1 % 33 x 13.1 % - - -15PCT 32 x 11 .4% 31 x 8.0% 30 x 7.4% 29 x 51 % 28 x 4.6% 27 x 4.0% 26 x 2 9% 25 x 1 1 % 24 x 1 . 1 % 23 x 22 x 0.6% 21 x 0.6 0.6% 20 x 0.6% 19 x 0.0% 18 x 0.0% 17 x 0.0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 45 MPH LOWER LIMIT 10 MPH PACE: 36 MPH 85th PERCENTILE SPEED: 45.9 MPH PERCENT OVER PACE: 17. 1 % MEDIAN SPEED: 39.9 MPH PERCENT IN PACE: 62.3 % 15th PERCENTILE SPEED: 33.5 MPH PERCENT UNDER PACE: 20.6 % WaahlrrMn 2014. .dad ah TA LLL � � _ .. ► .- is ; i ► . . . . . �, _ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� m■■■■■■.■■■■■■■■■■■.■■■■■■■■■■■� ■gym m■m■o■■■■■■■.■mono■■■■■■■■■■■■■]MESS! m■■■■mM■■■■■■■■■■moms■■■■■■■■■■� ■gym m■■■■■■M■■EM■M■O ■■■■o■■■■ �m II■E■■s NONE■■■■■■■■■M■■■■ ■■■E.�� ®■■■■■■ONE■ ■■■■■s■■■s■■■■■ME■■� ��® ■■NE■■MEMO■m■■■M■■■■■■■NC■■■E■� m■■N■■■ME■■�.so■m■■■■■■■m■■■■■■� MEE" ®■NONE ONONE■■■■■■NEON Oonus■.■■O■OME ®M■■■■.NONE..■■m■mms.m■.■m■mm.mmm �im mENEON■■ENO.■■■■■■■E■■NMEM ■■■■■■■MMEs■■■s■■■■■EM■■EM■■■ MME3 ®■■■E■■■NEE■■■■■■■■■■■■■■■■ENE■ tip® mMENN■■SEM■■Em■■■m■■E■■■■■■MM■■ ns■■■MO■■M■M■■■MOM■ ■■■O■■■■■EO rrm•® ®MOO■■■m■O■■■ESEE■■■■M■■■■■NII■■ "Um■■■s NONE■m■■■ osso■m■■■■■■■■ mWsm•® mI/■■■■■OEM■■■■■■m■■■■nommomm■■© FOWNER SNEON■OMENS■■■■■■mm■■■■m■mmm■ EI•m mollmm■■■■■■■■■■■■■■E■■■O■■■■■■■gym• MINI■NS NEON■s■■m■■■m■■■E■■■■■■■E �M moomm■mm■■mN MEN■■■■■E■■■■NONE S■ mI■Ems■■■EN■MEN■■■■■m■■■■m■■■■■mm tcm■m msssM■.MEMO■ONE■■■M■■■■■■■ ■■■■■ DONE NNE i>•m mI/NSON.■■MINE■MO■■■Em■sm■om■soon ts m■■■■■■NO■■■■.m■mmo■■ ■■■o■■■sm■wi= MAMM moss%I■■MEN■■■■N■Now■■■■E■OOMEN SIGNS! 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MINESm SUN■■■N■■■E■■■■■S m■■oE■■M■s■O■■■■O■■E■■NEE■ ■■■■■� �m MEMO O■■M■■MME■■■Mm■■■M■■mom Elm ■■■■■■■■■YE■■■■■■■■■.■■■■■■■mom �m ®■■■O■�J■■■■■■■■■■■■■■■■■■■■■■■■� ENO■■■■■n■■■■E■■■O■■■■E■M■■■■■■■� ■�® APPENDIX B TRAFFIC RADAR CERTIFICATION RHF Inc• TESTED TO NHTSA SPECIFICATIONS / IACP CRITICAL PERFORMANCE STANDARDS Radar Repair (NHTSA) National Highway and Traffic Safety Administration. (IACP) International Association of Chiefs of Police. 16202 Keats Circle R.H-F. is a certified independent testing and repair facility. Westminster, Calif. 92683 1 TEST ID Date Received _ / Certification Number O 3 Manufacturer Mody Type (1-IV) Directional radar Same direction 2 DEVICE ID /� d / HI ❑ Yes e" No ❑ Yes (� No coin unit SIN C'' Antenna-I S/N N/A Antenna-2 SIN N/A § 2.41 § 5.4 Lows ed fork SfII„ Last daze calib. Freq. (H2) Speed (mph) Meas j' ?�G 3 TUNING FORK High speed fork S/N Last date calib. Freq. (Hz) Speed (mph) Measured (Hz) PAS FAIL CALIBRATION Lo fork High fork Fork speed (mph) 35 65 Stationary mode § 2.51 § 5.5 Disp. Speed (mph) 3 RADAR DEVICE 4 Expected. Displayed. PAS FAIL TUNING FORK Moving mode TARGET SPEED TESTS Opposite Direction (Hi fork - Lo fork) (mph) N/A (mph) N/A Moving mode TARGET SPEED Expected, Displayed. Same Direction Hi fork + Lo fork (mph) N/A (mph) N/A Ho fork - Lo fork Standard supply Antenna 1 ,� Antenna 2 § 2.6.1. / § 5.6. 1 Voltage 13.6 V Frog. GHz 7 CA Frog. GHz N/A ^ TRANSMISSION Standard supply Antenna 1 Antenna 1/l;,�Sl 5 FREQUENCY Voltage - 20% ( 10.8 V Fre . GHz Z rf' / 1! t`� Frog. GHz N/A AS FAIL STABILITY Standard supply Antenna 1 Antenna 2 volts + 20% 16.3 V Frog. GHz Z �. / 4! Freq. GHz N/A § 2.6.5 / § 5.6.5 Mfg. Spec. Antenna I Antenna 2 6 POWER DENSITY (max mW/cm) 55 Power (mW/cm) Power (mW/cm) N/A AS Fes' 7 - § 2.8 / § 5.8 Mfg. spec. LVA activates �� LVA deactivates � ,� PASS FAIL LOW VOLTAGE _510.8V 8 § 2.9.1 / § 5.9.1 A. Audio tone correlates with received Doppler signal BrYes ❑ No PAS FAIL DOPPLER AUDIO B. Functioningaudio volume-adjustment control [I"Yes ❑ No § 2.124 / § 5.12.4 Mfg. Spec. Test results 9 INTERNAL �? Z, Z PASS FAIL CIRCUIT § 2. 12.6.5 / § A. Selects only targets moving towards radar ❑ Yes ❑ No OrN.A. 10 5. 12.6.5 B. Selects only targets moving away from radar ❑ Yes ❑ No [lN.A. PASS FAIL DIRECTIONAL Stationary mode: Low speed Spec. 20 Lo spiced disp. Z G target channel (mph) Hi speed spec. 199 Hi speed disp. J 02dq § 2.12.7 / § 2. 12.8 / 5.12.7 / 5.12.8 Moving Mode Low speed spec. N/A Lo speed disp. N/A 11 LOW AND HIGH target channel (mph) < PASS FAIL SPEED DISPLAY Hi speed Spec. N/A Hi speed disp. N/A TEST Moving Mode: Low speed spec. N/A Lo speed disp. N/A patrol channel (mph) Hi speed spec, N/A Hi speed disp. N/A 12 § 2. 13 / § 5. 13 RFI TEST PASS FAIL 13 LABORATORY COMMENTS This radar device meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration. California Vehicle Code Section 40802 I TPASS ElFAIL 14 NHTSA/IACP CERTIFICATION Certified by: Date: 15 INVENTORY ❑ Fork Cert ❑ Manual ❑ 2 Ant. ❑ Remote ❑ Bat. 0 Carrying Case Other: (please list TRAFFIC RADAR CERTIFICATION RHF ��• TESTED TO NHTSA SPECIFICATIONS / IACP CRITICAL PERFORMANCE STANDARDS Radar (NHTSA) National Higbway and Traffic Safety Administration. (IACP) International Association of Chiefs of Police. 16202 Keats Circle R.H.F. is a certified independent testing and repair facility. Westminster, Calif. 92683 r3TLTNlNGF6RK D Date Rg vej ^ 3 Certifjrzti n No her el Make: Model: Model: C7 Type (I-IV) Directional radar Same direction ID Ruston Electronics KR40SP IV ❑ Yes L, No ❑ Yes PNo CiIt "° 3Sj� Antenna-I S V � �b Antenna-2 SIN 54 Low��ppeed fork S/N Last date calib. Freq. (Hz) Sped (mph) Measured?, - 6SfSy PAS FAIL ION Highs eed fork / Last date calib. Freq. (Hz) Spced.(m`h) Measm / 66 T Z MENEM Lo fork High fork Fork speed (mph) 35 - 65 Stationary mode § 2.5 / § 5.5 Disp. Speed (mph) 4 RADAR DEVICE TUN FORK Moving mode TARGET SPEED TESTS Expected. Displayed. PAS FAIL Opposite Direction (Hi fork — Lo fork) (mph) 30 (mph) Moving mode TARGET SPEED Expected Displayed, Same Direction Hi fork + Lo fork He fork - Lo fork (mph) N/A (mph) N/A Standard supply Antenna 1 Antenna 2 § 2.6.1. / § 5.6A Vol VI 13.6 V Fre . GHz Z C/, Itl7' Freq. GHz TRANSMISSION Standard supply Antenna 1 // Antenna PAS FAIL 5 FREQUENCY Vol c — = 10.8 V Freq. GFIz Z y b y Freq. GHz STABILITY Standard supply Antenna I Antenna 2 voltage + 20% V 163 V Freq. GHz Z . fdZ Freq. GHz § 2.6.5 / § 5.6.5 Mfg. Spec. Antenna 1 Antenna 2 6 POWER DENSITY (max mW/cm) 55 Power (mW/cm) Power (mW/cm) PAS FAIL § 2.8 / § 5.8 Mfg. spec. LVA activates LVA deactivates 7 LOW VOLTAGE jslu V a {V) /pi C/ PAS FAIL 8 § 2.9.1 / § 5.9.1 A. Audio tone correlates with received Doppler signal - °u�Yes ❑ No pAS. FAIL - DOPPLER AUDIO B. Functioningaudio volume-adjustment control d Yes C No § 2.12A I § 5.12.4 Mfg. Spec. Test results 9 . INTERNAL 32 Z PAS, FAIL CIRCUIT § 2, 12.6.5 / § A. Selects only targets moving towards radar 11 Yes ❑ No iT N.A. . 10 5. 12.6.5 B. . Selects only targets moving away from radar ❑ Yes ❑ No D(N.A. PASS FAIL DIRECTIONAL Stationary :node: Low speed spec. 15 Lo speed disp. f target channel (mph) Hi speed spec. 175 Hi speed disp. 1 T § 2.12.7 / § 2.12.8 / 5. 12.7 / 5. 12.8 Moving Mode Low speed spec. 20 Lo speed disp. ` p 11 LOW AND HIGH target channel (mph) PAS FAIL SPEED DISPLAY Hi speed spec. 155 Hi speed disp. r 1 TEST Moving Mode: Low speed spec. 20 Lo speed disp. 2 l/ patrol channel (mph) Hi speed spec. 80 Hi speed disp. dT p 12 § 2. 13 / § 5. 13 PA FAIL RFI TEST 13 LABORATORY COMMENTS This radar device meets or exceeds the minimal operational standards of the National Traffic Highway Safety Admin n.istratio California Vehicle Code Section 40802 XPASS ❑ FAIL 14 NH'CSA/IACP CERTIFICATION Certified by: TJ Date: I S INVENTORY 0Fork Cea Manual 11Tu Ants. ❑ Remote ❑ Bat. 13 Carrying Case Other: (please list Radar Certification Certificate of Completion and Competency DOPPLER RADAR OPERATION Nameat�i y.. Buendia . raw 111 Cl ara DOONUMU Traod nsportation . . has S=essk* conoWad a eoorse of fnsaumfon in this oparahbnolmovinvow Statlanary0opptarRaporana.is tlaeroappomptival to upYze a Doypfor ar to do* scm kio eiu vdoeAyot-mot es 7 /23/ 91 C ® Ow nEast trot a tr act sunatdtaaac at upow tnz. teoz) eos•azoo ORDINANCE NO . 1224 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF VERNON, CALIFORNIA, AMENDING SECTIONS 16. 15, 16. 16 AND 16. 17 OF ARTICLE I, CHAPTER 16 OF THE VERNON MUNICIPAL CODE TO ASSIGN SPEED LIMITS ON CERTAIN STREETS AND TO REPEAL ALL ORDINANCES OR PARTS OF ORDINANCES IN CONFLICT THEREWITH WHEREAS, the City of Vernon (the "City") is a municipal corporation and a chartered city of the State of California organized and existing under its Charter and the Constitution of the State of California; and WHEREAS, on May 11, 2009, the City Council of the City of Vernon adopted Ordinance No. 1155 to establish speed limits on certain streets in accordance with an Engineering and Traffic Survey for Speed Limits dated March 2009; and WHEREAS, Hartzog & Crabill, Inc. prepared an Engineering and Traffic Survey for Speed Limits dated June 2014 ("Engineering and Traffic Study") on behalf of the Public Works, Water and Development Services Department for the purpose of evaluating existing speed limits on various streets within the City of Vernon; and WHEREAS, the Public Works, Water and Development Services Department has recommended that the City Council accept and approve the recommendations contained in the Engineering and Traffic Study and that the Vernon City Code be amended by retaining existing speed limits on some streets and amending and adding speed limits on other streets based on the Engineering and Traffic Study; and WHEREAS, Vehicle Code Section 22357 authorizes cities to determine and declare prima facie speed limits greater than the statutory prima facie speed limit of 25 miles per hour on the basis of an engineering and traffic survey; and WHEREAS, according to the Engineering and Traffic Study, the recommendations for prima facie speed limits of 30, 35, 40 and 45 miles per hour on certain streets will facilitate the orderly movement of vehicular traffic and will be reasonable and safe on those streets; and WHEREAS, said Engineering and Traffic Study supports the enforcement of the prima facie speed limit of 30, 35, 40 and 45 miles per hour on certain streets; and WHEREAS, the California legislature has established various criteria for preparing an engineering and traffic survey and determining speed limits therein in order to promote uniformity throughout the State; and WHEREAS, Vehicle Code Section 40802 provides that radar may not be used as an enforcement tool if the posted limits are set without being justified in fact by an engineering and traffic survey; and WHEREAS, certain sections of the Vernon Code need to be amended to establish the speed limits recommended in the Engineering and Traffic Study; and WHEREAS, Chapter 4 . 1 (f) and (h) of the Charter of the City of Vernon provides that an ordinance shall amend a code or repeal any ordinance or code previously adopted. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF VERNON HEREBY ORDAINS: SECTION 1 : Findings . The City Council of the City of Vernon hereby finds and determines that all of the foregoing recitals are true and correct . SECTION 2 : Exempt from CEQA. The City Council finds that the adoption of this Ordinance is exempt from the California - 2 - Environmental Quality Act (CEQA) in accordance with Class 1, Section 15301 (c) of the CEQA Guidelines, California Code of Regulations, Title 14 . Projects exempted under Class 1, Section 15301 (c) , consist of the operation, repair, or minor alteration of existing highways, streets, sidewalks, gutters, bicycle and pedestrian trails, and similar facilities involving negligible or no expansion of use. SECTION 3 : Section 16. 15 of Article I, of Chapter 16, of the Vernon Municipal Code, is hereby amended to read as follows: Sec. 16. 15. Speed limits on certain streets - Forty miles per hour. Pursuant to Vehicle Code Section 22357, the city council hereby determines and declares that the prima facie speed limit on the following streets shall be forty (40) miles per hour: ALAMEDA STREET-WEST The northbound lanes from the northern city boundary to the southern city boundary DISTRICT BOULEVARD From Downey Road to Atlantic Boulevard 37TH STREET From Santa Fe Avenue to Soto Street LEONIS BOULEVARD From Pacific Boulevard to Boyle Avenue LEONIS BOULEVARD From Boyle Avenue to Downey Road VERNON AVENUE From Alameda Street to Santa Fe Avenue PACIFIC BOULEVARD From Santa Fe Avenue to the southern city boundary Every violation of this section by propelling a vehicle in excess of the speed limit provided for herein is hereby declared to be a public nuisance. - 3 - SECTION 4 : Section 16. 16 of Article I, of Chapter 16, of the Vernon Municipal Code, is hereby amended to read as follows : Sec. 16.16. Speed limits on certain streets - Thirty-five miles per hour. Pursuant to Vehicle Code Section 22357, the city council hereby determines and declares that the prima facie speed limit on the following streets shall be thirty-five (35) miles per hour: ALAMEDA STREET-EAST The two-way street on the east side of the railroad right-of-way from the northern city boundary to the southern city boundary ATLANTIC BOULEVARD From the northern city boundary to the southern city boundary BOYLE AVENUE From Leonis Boulevard to Slauson Avenue and the northbound lanes from Slauson Avenue to Randolph Street DISTRICT BOULEVARD From Atlantic Boulevard to eastern city boundary DOWNEY ROAD From the northern city boundary to Fruitland Avenue and western-most southbound lane from Fruitland Avenue to Slauson Avenue FRUITLAND AVENUE From Santa Fe Avenue to Downey Road PENNINGTON WAY From 26th Street to Bandini Boulevard SANTA FE AVENUE From the northern city boundary to the southern city boundary SLAUSON AVENUE From Boyle Avenue to Downey Road SOTO STREET From the northern city boundary to the southern city boundary 26TH STREET From Soto Street to Pennington Way 38TH STREET From Alameda Street to Santa Fe Avenue - 4 - 38TH STREET From Santa Fe Avenue to the BNSF Railroad tracks east of Santa Fe Avenue 55TH STREET From Alameda Street to Santa Fe Avenue Every violation of this section by propelling a vehicle in excess of the speed limit provided for herein is hereby declared to be a public nuisance. SECTION 5 : Section 16. 17 of Article I, of Chapter 16, of the Vernon Municipal Code, is hereby amended to read as follows : Sec. 16. 17 . Speed limits on certain streets - Thirty miles per hour. Pursuant to Vehicle Code Section 22357, the city council hereby determines and declares that the prima facie speed limit on the following streets shall be thirty (30) miles per hour: ALCOA AVENUE From Vernon Avenue to Slauson Avenue BOYLE AVENUE From Vernon Avenue to Leonis Boulevard FRUITLAND AVENUE From Corona Avenue to Cudahy Avenue VERNON AVENUE From Santa Fe Avenue to Downey Road 25TH STREET From Alameda Street to Santa Fe Avenue 26TH STREET From Santa Fe Avenue to Soto Street 37TH STREET From Alameda Street to Santa Fe Avenue Every violation of this section by propelling a vehicle in excess of the speed limit provided for herein is hereby declared to be a public nuisance. SECTION 6: Any ordinance, part of an ordinance, or code section in conflict with this Ordinance is hereby repealed. - 5 - SECTION 7 : If any chapter, article, section, subsection, subdivision, paragraphs, sentence, clause, phrase or word of this Ordinance or any part thereof is for any reason held to be unconstitutional or invalid or ineffective by any court of competent jurisdiction, such decision shall not affect the validity or effectiveness of the remaining portions of this Ordinance or any part thereof. The City Council declares that it would have adopted this Ordinance and each chapter, article, section, subsection, subdivision, paragraph, sentence, clause or phrase thereof, irrespective of the fact that one or more chapters, articles, sections, subsections, subdivisions, paragraphs, sentences, clauses, or phrases or words be declared unconstitutional, or invalid, or ineffective. SECTION 8 : Book of Ordinances. The City Clerk, or Deputy City Clerk, shall attest and certify to the adoption of this Ordinance and shall cause this Ordinance and the City Clerk' s, or Deputy City Clerk' s, certification to be entered in the Book of Ordinances of the Council of this City. The City Clerk, or Deputy City Clerk, shall cause this ordinance to be published or posted as required by law. - 6 - SECTION 9 : Effective Date. This Ordinance shall go into effect and be in full force and effect at 12 : 01 a.m. on the thirty- first (31st) day after its passage. APPROVED AND ADOPTED this 5th day of August 2014 . Name: Title: Mayor / Mayor Pro-Tem ATTEST: City Clerk / Deputy City Clerk APPROVED AS TO FORM: Scott Porter, Deputy City Attorney Christina R. sone, Esq. Sansone Law Firm Special Counsel to the City 7 STATE OF CALIFORNIA ) ss COUNTY OF LOS ANGELES ) I, City Clerk / Deputy City Clerk of the City of Vernon, do hereby certify that the foregoing Ordinance, being Ordinance No. 1224 was duly and regularly introduced at a regular meeting of the City Council of the City of Vernon, held in the City of Vernon on Tuesday, July 15, 2014, and thereafter adopted at a meeting of said City Council held on Tuesday, August 5, 2014, by the following vote: AYES : Councilmembers : NOES : Councilmembers : ABSENT: Councilmembers : And thereafter was duly signed by the Mayor or Mayor Pro-Tem of the City of Vernon. Executed this day of August, 2014, at Vernon, California. City Clerk / Deputy City Clerk (SEAL) 8 - RECEIVED C�VAR JUL 2 9 2014 CITY ADMINISTRATION � e ti4 LILT sM9, RECEIVED STAFF REPORT JUL 3 0 2014 DEPARTMENT OF PUBLIC WORKS, WATER AND DEVELOPMENT SERIVES CITY CLUK'S AFFlC�- _ I-3 DATE: August 5, 2014 TO: Honorable Mayor and City Council FROM: Samuel Kevin Wilson;4irector of Public Works, Water and Development Services RE: Update on the I-710 Corridor Project Recommendation It is recommended that the City Council receive and file the 1-710 Corridor Project update report and provide staff with general direction on the proposed project. Background The City continues to work with CalTrans, the Los Angeles Metropolitan Transportation Authority (MTA), and the Gateway COG among others on the proposed widening of the I-710 freeway. The initial Environmental Impact Report was circulated last year on the corridor project. Thousands of comments were received by Caltrans regarding the proposed improvements. Since that time CalTrans and MTA have been working with their consultant on modifying the project to garner community support. A community alternative has been developed. City staff is proposing to provide the City Council with an update on the status of the project at the August 5, 2014 City Council meeting via a PowerPoint presentation. Fiscal Impact The 1-710 Corridor Project is currently in the planning stage and therefore at this point in time has no fiscal impact on the City. Mobility. Environment. Community. Economy. Technology '� 71 Cb 1-710 Corridor Project Overview and Status July 9, 2014 THEPORTLA �� w� � LONG BEACH OF LOi ANOELli yATEWAY CITIES m.r,�•h.i GOWENN as 1-710 Corridor Project EIR/EIS P-11 Goals -Air Quality/Health LOS OWL" , •MobilitylO3AK[LLS ° E -Safety VERNON 0 'yy NVE11NYlp1 PORN � YELL + LL ` cuornr m E 7 says4"If i m Yvwer OIL Approach -Agency Partnership, Funding '�:�ID lr.Yf1R1] L Partners -Community-Driven Process ►AYOOMENE E -Focus on Green Technology -Context-Sensitive Design E - a � F � ■ -Funding Sources (Measure R) ° E E i - uM:a LM�EiLN Metro 3 Community Participation Framework �[EAW�47 T1�Y1418Q4 �l.T�3POf7.�[IOIS a � j� [� Vr of r{t �rl�uSiyc Tyy�, � {cmntunikypesiq� ;;, u Geulnrl+�t 5 154{� En4�IOfIrISlfITi1 SY/4i AI[OUdlrt}I r Me31kh RIsx,4ssrcyr.enk TlVf 159rr¢Y All TWG Metro 4 Draft EIRIEIS Project Alternatives NO BUILD IMPROVEMENTS Alternative 1 Alternative 6S •Planned and Committed Projects In 2008 RTIP No Build Improvements '4=_ • Enhanced Goods Movement by Rail Ter°Emtsslars AuWTAbd C-d— •Clean Trucks Program +=r w Freight Corridor • Expanded Night Gate Ops at Ports • 1-710 Pavement Rehabilitation Alternative 5A - + •Traffic Signal Coordination 1-710 Widenwq •+�Y" +A Modernize 1-710 Geornetrics TSM/TDM and ITS 1-710 Widenin • Ramp Metering 9 Arterial System Improvements • Improved Arterial Signage Modernize I-710 Geometrics TpM&FTg • Peak Period Parking Restrictions Arterial System Improvements No Build Improvements •Increased Transit Service TSMITDM&ITS • Upgraded Traffic Signals(ITS) No Build Improvements Alternative 6C ARTERIAL SYSTEM IMPROVEMENTS • Signal Timing Improvements TVlrq Frxwe •Local Arterial Intersection Improvements Alternative 6A at 42 Locations - �# Zem Emissions aimreftd GWd•noe Freght Cornaor 1-710 WIDENING # Freight Corridor ,�w •Widen the 1-710 up to 10 Lanes •Modernize Geometric Design of the I-710 WkJendiq 0-4 ir : Local 1-710 Interchanges 1-710 Widening Modernize I-710 Geomelrics Modernize 1-710 Geometrics FREIGHT CORRIDOR ArkrIN System Improvements Arterial System Improvements •Separate Four-Lane Freight Corridor TSMITDM B ITS TSMJTDM 8 ITS No Build Improvements No Build Improvements 5 What has changed . . . Using an Updated Base Traffic-Model • Revised Traffic-Forecast Assumptions • More current and detailed information on RNV constraints inform design Modernization of the freeway design has stakeholder agreement Cost and affordability will play a larger role in design • Freight Corridor access remains constrained Metro co •. � � � � }�11 F��l�i� ? � - , � � � �_ � � � � � � � �� e e � �C. w� " ti �qn - a �. �� Gi Goa � _ f v � � �� III' � . , - - - _ly � � � - � � _ � _ �� 5 ��q a a L ff i �a�a�e �.. a�■ s I �vai�� p4►�:W f � �4 V N . 7 LRevised Set of Alternatives (Preliminary) • Alternative 7* — 4-lane Freight Corridor Modernization: reconfigure interchanges and add auxiliary lanes — No Additional Through Lanes Alternative 5C* — Additional through lanes (one per direction) where needed Modernization: reconfigure interchanges and add auxiliary lanes — Truck Lane treatments where needed *Includes Support to Zero Emission and Near-Zero Emission Truck Commercialization and Incentive Programs Metro 8 $ E tiaa �� irs �` �a■ wr E LeR a3lds u3m ar�vic ewe o�rrti w anac�e 3 uAj m uJRN NJmt 4* swuso� � m--uaM-iw.-� 4uneoN�. UPM e 1 ! 1yy a 1{y 8 � klR/ElS Schedule Project Committee recommendation — RDEIR/SDEIS alternatives (May 2014) Complete preliminary design and traffic forecasts for use in updated studies (July 2014) Complete updated engineering and environmental studies of alternatives (Early 2015) Circulate RDEIRISDEIS for public review (Early 2016) • Identify Preferred Alternative (Mid 2016) • Complete Final EIR/EIS (Early 2017) • Project Approval/Record of Decision (Early 2017) 0 Metro 9 1-710 Early Action Projects Metro Led: • Completed Soundwall Feasibilty Study in 2013. • NBSSR 95% complete. • Currently in procurement are 3 Soundwall design package, with 18 month schedule: - Package 1 : Non-Freeway Walls - Package 2: Walls North of SR-91 — Package 3: Walls South of SR-91 1-710 TAC has approved a total of 7 Early Action Projects to be led by the cities or Caltrans, totaling $30.6 Million, with completion years of 2013-2019. (D Metro 1-710 Corridor Aesthetics Master Plan 90 f-T Metro 1-710 Corridor Aesthetics Master Plan AW QD Metro 12 1-710 Corridor Aesthetics Master Plan I 1111,IiiiilllllllllllIlljllll Metro 1-710 Corridor Aesthetics Master Plan yz Metro