Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Resolution No. 2015-056
RESOLUTION NO. 2015-56 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF VERNON APPROVING A CONDITIONAL USE PERMIT FOR DEDEAUX PROPERTIES, LLC TO CONSTRUCT AND OPERATE A COMMERCIAL/RETAIL FACILITY LOCATED AT 1810 25TIl STREET WHEREAS, Dedeaux Properties, LLC (the "Applicant") has applied for a conditional use permit ("CUP") to construct and operate a commercial/retail facility; and WHEREAS, the Applicant plans on constructing two (2) one- story buildings, approximately 13,835 square feet in size (building no. 1 is approximately 7,775 sq. ft.; building no. 2 is approximately 6,070 sq. ft.) (the `Project"); and WHEREAS, the site is currently vacant and unpaved with no defined drainage pattern; and WHEREAS, Section 26.4.2-3 of the Comprehensive Zoning Ordinance of the City of Vernon (the "Zoning Code") would allow the proposed commercial use in the Commercial (C-1) Overlay Zone of the I Zone, if a CUP is issued; and WHEREAS, the proposed site is located in the Commercial (C- 1) Overlay Zone of the I Zone, Industrial; and WHEREAS, the proposed site is adequate in size, shape and topography for the proposed operation and has adequate drainage, landscaping, that will be installed pursuant to the Vernon City Code; and WHEREAS, the proposed site is surrounded by industrial, distribution, and office uses compatible with the proposed use and no adverse effects from traffic, parking, noise, odors, dust, smoke, light or glare are anticipated from the proposed operation; and WHEREAS, two driveways to access the site will be provided, one along Alameda Street, and the other on 25th Street. Alameda Street and 25th Street are of adequate size and pavement type to handle the traffic generated from the proposed operation. UPS type trucks and automobiles accessing the site will share the both driveways. A traffic analysis was conducted to evaluate the traffic impacts associated with the proposed project, at the adjacent intersection. The analysis was conducted both for the morning and evening peak periods. According to the study, it was found that, traffic operations in the area will not be adversely effected by the moderate increase in traffic volumes generated by the proposed project; and WHEREAS, based on the proposed Project's building size, the amount of parking spaces required is in accordance with the Zoning Code. The Applicant will be providing one hundred sixteen (116) parking spaces, and therefore, the parking layout meets the minimum parking requirements for a commercial/retail use as specified by the Zoning Code; and WHEREAS, it is anticipated that no overflow parking onto adjacent side streets will occur; and WHEREAS, City staff has determined that the proposed site and development of the property is consistent with the applicable development standards, and therefore, all parking activities will be maintained on -site within the premises and will supply adequate parking on -site for the proposed development; and WHEREAS, the proposed Project will also be consistent with the City's General Plan upon the approval of the CUP; and WHEREAS, in accordance with the City of Vernon General Plan Land Use Goal LU-1, the proposed commercial use will not inhibit - 2 - manufacturing as the primary land use within the City; and WHEREAS, Policy LU-1.2 of the General Plan states, "Permit only those non -industrial uses, such as commercial and retail uses, which are necessary to support industry, and its employees..."; and WHEREAS, Policy LU-1.2 also requires the City to limit commercial uses to the Commercial (C) Overlay Zone, and to permit them only with a CUP; and WHEREAS, the Project is exempt pursuant to CEQA Guidelines section 15061, the general rule exempting projects that will not have a significant effect on the environment, and pursuant to CEQA Guidelines section 15332, because: (i) the Project is consistent with the City's General Plan and zoning regulations, (ii) the proposed development occurs within City limits on a project site of no more than five acres substantially surrounded by urban uses, (iii) the Project site has no value, as habitat for any endangered, rare or threatened species, (iv) approval of the Project would not result in any significant effects relating to traffic, noise, air quality, or water quality; and (v) the site can be adequately served by all required utilities and public services. Therefore, a Notice of Exemption will be filed with the County Clerk's Office; and WHEREAS, the City Council of the City of Vernon held a hearing on the application for a CUP on August 18, 2015; and WHEREAS, the City Council has received a Staff Report, dated August 18, 2015, upon which it has relied in making the foregoing recitals. 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 - 3 - finds and determines that the above recitals are true and correct. SECTION 2: The City Council of the City of Vernon further finds that all persons have had the opportunity to be heard or to file written comments to the proposed Project and after due consideration of all the evidence submitted at the public hearing determines that there are compelling reasons to justify granting a CUP. SECTION 3: The City Council of the City of Vernon hereby finds that the Project is exempt pursuant to CEQA Guidelines section 15061, the general rule exempting projects that will not have a significant effect on the environment, and section 15332, because: (i) the Project is consistent with the City's General Plan and zoning regulations, (ii) the proposed development occurs within City limits on a project site of no more than five acres substantially surrounded by urban uses, (iii) the Project site has no value as habitat for any endangered, rare or threatened species, (iv) approval of the Project would not result in any significant effects relating to traffic, noise, air quality, or water quality; and (v) the site can be adequately served by all required utilities and public services. SECTION 4: The custodian of records for the Project and all other material that constitute the record of proceedings upon which the City Council's decision is based is the City Clerk of the City of Vernon. Those documents are available for public review in the Office of the City Clerk located at 4305 Santa Fe Avenue, Vernon, California 90058. SECTION 5: Subject to the conditions set forth below, the City Council of the City of Vernon hereby approves the issuance of the CUP for the Project based on the following findings as required by Section 26.6.3-4 of the Vernon Zoning Code: - 4 - a. The lot for the proposed use is adequate in size, shape, and topography, including any required drainage and landscaping because (i) the Project will provide the correct number of parking spaces on site; (ii) the conditions imposed will ensure that the site is developed appropriately for its size, shape and topography; (iii) all components of a standard development project are included, such as a trash bin in an accessible location, and proper frontage and accessibility to nearby streets for the proposed use; and (iv) the site will be constructed to ensure the drainage and landscaping conform to the Vernon Municipal Code. b. The proposed. use will not adversely affect the interest of the public or the interests of other residents and property owners in the vicinity of the Project because (i) the Project site is surrounded by industrial, warehousing, retail and commercial uses compatible with the proposed use; (ii) the conditions on the Project ensure that the use will not adversely affect the interest of the public or the interests of other residents and property owners in the vicinity; (iii) the site is adequately serviced by nearby streets that have sufficient capacity; (iv) the amount of noise and traffic generated by the proposed use is negligible, and will not adversely affect the public, residents or property owners. C. The proposed use will be compatible with the permitted uses of surrounding and adjacent properties because (i) commercial uses may be permitted in the Commercial (C-1) Overlay Zone of the I Zone of the City with a CUP; and (ii) all required parking is provided on -site; and (iii) the conditions ensure that there will not be negative impacts on adjacent properties. d. The lot has adequate off-street parking facilities for - 5 - this proposed use, as the Project site will be supported by a one hundred sixteen (116) stall surface parking lot. Therefore, the proposed parking layout will not create an impact on neighboring properties. The site parking areas will be paved with an impermeable surface that meets City of Vernon applicable development standards. e. The use as to location, operation and design, is consistent with the City's Zoning Code and General Plan with the conditions imposed, including the City's policy considerations as to acceptable uses in the City, because commercial uses that support industry are lawful in the City, and because Section 26.4.2-3(b) of the Zoning Code permits commercial uses in the Commercial (C-1) Overlay Zone of the I Zone with the approval of a CUP. f. The proposed use is consistent with all applicable local, county, state and federal laws, rules and regulations because the conditions will ensure that there cannot be any significant impact on neighboring properties, and because no law prevents the proposed use of the property. g. The proposed use will not adversely affect the general welfare as a result of noise, increased traffic, interference with the flow of traffic, dust, or other undesirable characteristics because (i) a traffic report was prepared for this project and found that sufficient parking was being provided for the proposed operation. The traffic report determined that the level of Services (LOS) at neighboring intersections would not be significantly impacted by operation of the new facility; (ii) the Project has access to Alameda Street, 25th Street and traffic will generally travel on Alameda Street to 25th Street to the commercial facility; Alameda Street and 25th Street are of adequate size and pavement type to handle the traffic -- 6 - generated from the proposed operation; (iii) the traffic operations in the area will not be adversely affected by the normal increase in traffic volumes generated by the Project; (iv) conditions are imposed to ensure the Project does not cause excess noise or impede traffic flow; and (v) the proposed commercial/retail use will not create dust or impacts that would be undesirable in a largely industrial community. h. All of the conditions imposed on the Project are necessary to protect the public health, safety and general welfare because the conditions are limited in nature, and ensure that the property is used in the manner promised by the applicant. SECTION 6: The following conditions are imposed on the CUP and Variance. These conditions are deemed necessary to protect the public health, safety and general welfare: a. The facility shall be operated in accordance with all current codes, rules, and regulations and subject to fees as adopted by the City of Vernon not otherwise addressed by this grant of a CUP. b. The facility shall be operated in a manner that will prevent unsanitary conditions, odors or other nuisances. C. At all times, all parking areas shall be: (1) striped in a manner acceptable to the Director of Public Works, Water & Development Services; (2) paved with a concrete or asphalt concrete paving or other surface reasonably acceptable to the Director of Public Works, Water & Development Services; (3) adequately drained; and (4) kept free of potholes, dust, mud, trash and weeds. d. Servicing of vehicles, including but not limited to, washing, steam cleaning and repairing, shall not be permitted on the premises. No inoperative vehicles shall be stored on -site. e. The parking and loading areas shall be maintained - 7 - substantially in compliance with the site plan as submitted as part of this CUP application, except as otherwise approved in writing by the Director of Public Works, Water & Development Services. No vehicle parking or staging associated with the facility shall take place on any public street. f. All subject work shall be in accordance with City Standards. No changes shall be made in the site development except with the prior approval of the Director of Public Works, Water & Development Services. g. Adequate trash receptacles for the public shall be provided onsite to keep litter to a minimum. Trash area shall be maintained in effort to divert rainfall around enclosure. All litter blown or dropped on the premises or adjacent properties shall be retrieved and containerized on a daily basis. All trash containers shall have tight fitting lids. Trash in the containers shall be removed as frequently as necessary to prevent overflow, but no less frequent than once per week. h. All. commercial/retail facilities shall provide accessible restrooms for customers. Restrooms shall be provided at all times when any unit is open and shall be maintained in a clean and sanitary condition. i. All retail food sites shall comply with the California Retail Food Code construction requirements. j. outdoor display of merchandise shall be prohibited. k. Within 90 days of the approval of this CUP, a covenant which holds as one the properties located at 1810 25th Street (APN# 6302-009-908, 6302-009-921, and 6302-009-922) in order to provide required automobile parking, truck parking/loading for the buildings - 8 - on the sites shall be recorded in the Los Angeles County Recorder's office and shall run with the property until released by the City. 1. If at any time the Vernon Police Department deems it necessary, the property owner shall prepare for approval by city staff a comprehensive security plan. Said plan, may include, but shall not be limited to the hiring of a State licensed security guard to address specific security needs. M. Employees serving or selling alcohol shall complete Licensee Education of Alcohol and Drugs ("LEAD") training offered by the State of California Office of Alcohol and Beverage Control. Evidence of completion shall be provided to City Staff upon request. n. No entertainment uses are approved as part of this CUP including but not limited to dance floors, disc jockeys, and live performances. o. The property owners shall reimburse the City of Vernon any expenditure for extraordinary Police and Fire Department costs which result from the need to perform services for the site. Extraordinary costs shall include, but not be limited to Police Department overtime expenses for officers not normally on duty but necessary for duty assignment to the site to maintain community health safety, and welfare. P. The Project shall be operated in a manner that will not impede traffic on Alameda Street or 25th Street. All vehicles shall enter and exit the site in a front forward manner. No maneuvering or vehicle parking associated with the Project shall take place offsite or on the public street without prior approval from the Public Works, Water & Development Services Department. q. The Project's hours and days of operation of retail, - 9 - commercial and restaurant uses on the site shall be limited to 5:00 a.m. to 12:00 a.m. (midnight), seven days a week. r. The property owner shall post signs of a reasonable size and expense that state "Unauthorized vehicles will be towed at the owner's expense, Section 22658 CVC (Towing Company Phone (XXX) XXX-XXXX). City of Vernon Police (323) 587-5171." S. Surveillance cameras shall be installed and maintained and a two -week DVR that covers all common areas of the business, high - risk areas, entrances and exits and views all areas of the parking lot and to the adjoining streets/sidewalks. The DVR's shall be made available to the Vernon Police Department upon request. t. The applicant, owner, operator and on -site manager(s) shall comply with all applicable laws and conditions and shall properly manage the facility to discourage illegal, criminal and nuisance activity on the subject premises and any accessory parking areas which have been made available or are commonly utilized for patron parking. U. Upon request by the Vernon Police Department, the Applicant shall post interior and exterior signs advising the public of the closed circuit television cameras. The signs shall be maintained/upgraded as necessary. V. Upon request by the Vernon Police Department, "No Loitering or Public Drinking" signs shall be posted in and outside of the subject facility. Signs shall also be posted stating: "It is a violation of Section 17.7-1 of the Vernon Municipal Code to possess any open bottle, can or receptacle containing any alcoholic beverage which has been opened, or the seal broken or contents of which have been partially removed, on or adjacent to the premises." Said signs - 10 - shall be in English, Spanish and any other predominant language of the facility's clientele. W. Each occupant shall abide to all conditions set on this permit. Each occupant shall indicate in writing its acceptance and agreement with these conditions prior to occupancy. X. The commercial/retail center shall be limited to a maximum of eighty percent (800) take-out restaurant space. The remaining space may be utilized for office, commercial or retail activities. No sit-down restaurants (patrons served by waiter or waitress staff) or bars shall be permitted at this site. y. All trucks entering the property site for parking or unloading during peak hours (6:00 a.m. to 8:00 a.m, and 11:00 a.m. to 6:00 p.m.) shall be limited to a maximum of 25 feet in length. All graffiti on the site shall be removed or painted over to match the color of the surface to which it .is applied within 24 hours of its occurrence. Z. The property owner and any successors in interest shall indemnify, hold harmless and defend the City of Vernon, its officers, agents and employees from and against any and all claims, complaints or petitions for: (1) damages, losses, expenses resulting from bodily injury, sickness, disease, disability or death arising from the operation of the facility excluding therefrom any such claim resulting from the sole negligence or intentional wrongdoing of the City of Vernon, its officers, agents or employees; (2) a peremptory writ or other relief by way of injunction, mandamus, or administrative mandamus; and/or (3) legal expenses and attorney's fees incurred by the City of Vernon on behalf of any party in such actions or proceedings. The City of Vernon does not waive its right to participate in the defense of any such action. aa. Not later than twenty (20) days from the date of approval of this CUP, the property owner shall indicate, in writing, its acceptance of and agreement with the conditions herein. The CUP shall be void and of no force or effect unless such written acceptance and agreement is submitted to the City within the twenty -day period. bb. Noncompliance with any of the conditions herein shall constitute sufficient grounds for the City of Vernon to void this CUP, or take appropriate enforcement action, including citation and or fines for a. violation. - 12 - SECTION 7: 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 18th day of August, 2015. ATTEST: aria Eo Ayala City lerk / -Deputy— APPROVED AS TO FORM: Brian Byun, Deputy City Attorney Name: W. Michael McCormick. Title: Mayor / .Mayer-P-ro=-Tegr - 13 - STATE OF CALIFORNIA ) ) ss COUNTY OF LOS ANGELES I Maria E . Ayala City Clerk / D€pu-ty—E-rt-y-C-I-erk` of the City of Vernon, do hereby certify that the foregoing Resolution, being Resolution No. 2015-56, 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 18, 2015, and thereafter was duly signed by the Mayor or Mayor Pro-Tem of the City of Vernon. Executed thisTC �'day of August, 2015, at Vernon, California. (SEAL) MaLa E . Ayala City Clerk / .Deput-y--Gi-ty.--C-l.e_r-le- - 14 - ��' �. (' .�' i � � i t CITY CLERK'S OFFICE INTEROFFICE MEMORANDUM DATE: August 20, 2015 TO: S. Kevin Wilson, Director ofPublic Works, Water & Development Services FROM: Deborah Juarez, Records Management Assistant i RE: Resolution No. 2015-56 — A Resolution of the City 'ouncil of the City of Vernon Approving a Conditional Use Permit for Dedeaux Properties, LLC to Construct and Operate a Commercial/Retail Facility Located at 1810 25°i Street Transmitted herewith is a copy of Resolution No. 2015-56 referenced above, which was approved by City Council on August 18, 2015. Thank you. Attachment c: Sergio Canales Resolution No. 2015-56 q. STAFF 1ZEP®12T PUBLIC WORKS, WATER & DEVELOPMENT SERVICE DEPARTMENT DATE: August 18, 2015 TO: Honorable Mayor and City Council APPROVED BY: Samuel Kevin Wilson, Director of Public Works, Water & Development Services Originator: Sergio Canales, Assistant Planner RE: Approval of a Conditional Use Permit for Dedeaux Properties, LLC — a proposed commercial/retail facility at 1810 25'h Street A. Find that approval of the Conditional Use Permit proposed in this staff report is exempt under the California Environmental Quality Act (CEQA) in accordance with Class 32, Section 15332, "In -Fill Development Projects," because: (i) the Project is consistent with the City's General Plan and zoning regulations, (ii) the proposed development occurs within City limits on a project site of no more than five acres substantially surrounded by urban uses, (iii) the Project site has no value, as habitat for any endangered, rare or threatened species, (iv) approval of the Project would not result in any significant effects relating to traffic, noise, air quality, or water quality; and (v) the site can be adequately served by all required utilities and public services. Therefore, the Project complies with the findings listed above and may be considered exempt from the California Environmental Quality Act under Section 15332 of the CEQA Implementation Guidelines; and. B. Adopt a resolution approving a conditional use permit to allow Dedeaux Properties, LLC to construct and operate a commercial/retail facility, subject to the conditions of approval for the property located at 1810 25111 Street. BACKGROUND Dedeaux Properties, LLC (the "Applicant") has submitted an application for a conditional use permit ("CUP") to construct and operate a commercial/retail facility located at 1810 25"h Street. The Applicant plans on constructing two (2) one-story buildings totaling 13,835 square feet in size (building no. 1 is approximately 7,775 sq. ft.; building no. 2 is approximately 6,070 sq. ft.) (the "Project"). The site is currently vacant and unpaved with no defined drainage pattern. The Project is proposed to operate from 5:00 a.m. to 12:00 a.m. seven days a week. The Project is in the City's Commercial (C-1) Overlay District of the Industrial (I) zone, which allows the proposed use subject to the approval of a CUP. PROJECT The proposed Project is for the construction and operation of a 13,835 square foot commercial/retail center, consisting of two (2) one story buildings in the City of Vernon. The projected usage of the site is for eighty percent (80%) fast food (take-out) and twenty percent (20%) commercial. Operating hours for the site are 5:00 a.m. to 12:00 a.m. seven days a week. The total number of employees for the project is estimated at one hundred (100), based upon four (4) employees per shift, with a maximum number of twelve (12) businesses within the new development. Loading and deliveries will occur during nonpeak business hours. Materials for the fast food tenants will include food items, packaging, cleaning products. Materials for the commercial are to be determined and specific to the tenants, yet to be determined. The site is currently undeveloped land. The proposed site shall be paved with an impermeable surface that meets City of Vernon standards. A traffic report was prepared for this project and also found that sufficient parking will be provided at the site. The proposed site will be supported by a one hundred sixteen (116) stall surface parking lot and one (1) truck parking/loading stall. Sixty three (63) of the parking spaces are located on a separate lot, which will be tied with a covenant to the property located at 1810 25th Street for parking purposes. The parking proposed will provide adequate off-street parking and loading facilities for the proposed operation. City staff has determined that the proposed site and development is consistent with the applicable development standards. Therefore, it is anticipated that all parking activities will be maintained on -site within the premises and will supply adequate parking and loading on -site and will create no impact on neighboring properties. The proposed site is of adequate size, shape and topography for the proposed operation. Access Two driveways to access the site will be provided, one along Alameda Street, and the other on 25' Street. Alameda Street and 25`h Street are of adequate size and pavement type to handle the traffic generated from the proposed operation. UPS type trucks and automobiles accessing the site will share the both driveways. A traffic analysis was conducted to evaluate the traffic impacts associated with the proposed project, at the adjacent intersection. The analysis was conducted both for the morning and evening peak periods. According to the study, it was found that, traffic operations in the area will not be adversely effected by the moderate increase in traffic volumes generated by the proposed project. The subject site will contain one 25 foot long by 10 foot wide loading stall. The site has sufficient maneuvering room to accommodate 40-foot trucks. However, all trucks entering the property site shall be limited to a maximum of 25 feet in length during peak hours (6:00 a.m. to 8:00 a.m. and 11:00 a.m. to 6:00 p.m.), and during non -peak hours trucks up to 40 feet in length will be permitted to unload on the subject site. Trucks will only be allowed to park in the designated truck loading stall. Motorists using the surrounding street system will not experience major changes in traffic operations due the traffic generated by the proposed development. The study found that the change in Level of Service ("LOS") will not increase to a level of significance at the intersections studied. Vehicle Movements The commercial/retail facilities are expected to generate more than one hundred (100) vehicle trips on a typical weekday. Most of the vehicular traffic at the commercial/retail facility will occur around the noon hour. Trucks that will deliver/pick-up product and supplies to the proposed site will occur during the early morning hour. Peak traffic hours for the streets in the vicinity occur in the early morning and late afternoon. The commercial/retail's heavy traffic periods will not coincide with the peak hours of street traffic. The traffic study showed that there would not be any significant impacts to the operation of the neighboring intersections. Therefore, the proposed use will not cause a significant traffic impact. ZONING AND GENERAL PLAN CONSISTENCY The proposed Project will be consistent with the City of Vernon's Zoning Ordinance upon the approval of a CUP. Section 26.4.2-3 of the Comprehensive Zoning Ordinance authorizes commercial uses in the (C-1) Overlay District of the I -Zone with a conditional use permit. The subject site is located in the (C-1) Overlay District of the I -Zone, Industrial, and the Applicant has applied for a CUP. General Plan Compliance The proposed Project will also be consistent with the City's General Plan upon the approval of the CUP. In accordance with the City of Vernon General Plan, commercial uses are intended to serve industry uses and its employees and are considered an additional authorized land use within the City. Specifically, Policy LU-1.2 of the General Plan states: "Permit only those non -industrial uses, such as commercial and retail uses, which are necessary to support industry, and its employees or may be required by State Law. Limit such uses to the Commercial Overlay District, and permit only with a CUP." Thus, with the approval of a CUP, the proposed Project will be consistent with Policy LU-1.2 and the City's General Plan. CEQA ANALYSIS The proposed Project is in the (C-1) Overlay District of the I -Zone. The uses in the surrounding and adjacent properties include industrial, distribution and office uses that are compatible with the proposed operation. No significant adverse impacts from traffic, parking, noise, odor, dust, smoke, light or glare, or risk of fire, infection or explosion are expected to occur to the adjacent or abutting properties. The Project is exempt under the California Environmental Quality Act (CEQA) in accordance with Class 32, Section 15332, "In -Fill Development Projects", because: (i) the project is consistent with the City's General Plan and zoning regulations, (ii) the proposed development occurs within City limits on a Project site of no more than five acres substantially surrounded by urban uses, (iii) the Project site has no value, as habitat for any endangered, rare or threatened species, (iv) approval of the Project would not result in any significant effects relating to 'traffic, noise, air quality, or water quality; and (v) the site can be adequately served by all required utilities and public services. STATE OR FEDERAL CONDITIONS All Federal, State, and local regulatory permits shall be obtained as required for the operation. STAFF FINDINGS A CUP shall only be granted if the following findings as required by Section 26.6.3-4 of the Vernon Zoning Code can be made. Staff concludes that the following findings can be made, and recommends that they be made in the following manner: a. The lot for the proposed use is adequate in size, shape and topography, including any required drainage and landscaping; The lot for the proposed use is adequate in size, shape, and topography, including any required drainage and landscaping because (i) the Project will provide the correct number of parking spaces on site; (ii) the conditions imposed will ensure that the site is developed appropriately for its size, shape and topography; (iii) all components of a standard development project are included, such as a trash bin in an accessible location, and proper frontage and accessibility to nearby streets for the proposed use; and (iv) the site will be constructed to ensure the drainage and landscaping conform to the Vernon Municipal Code. b. The use permitted under the conditional use permit will not adversely affect the interests of the public or the interests of other residents and property owners within the vicinity of the lot in question; The proposed use will not adversely affect the interest of the public or the interests of other residents and property owners in the vicinity of the Project because (i) the Project site is surrounded by industrial, warehousing, retail and commercial uses compatible with the proposed use; (ii) the conditions on the Project ensure that the use will not adversely affect the interest of the public or the interests of other residents and property owners in the vicinity; (iii) the site is adequately serviced by nearby streets that have sufficient capacity; (iv) the amount of noise and traffic generated by the proposed use is negligible, and will not adversely affect the public, residents or property owners. C. The proposed use will be compatible with the permitted uses of surrounding and adjacent properties; The proposed use will be compatible with the permitted uses of surrounding and adjacent properties because (i) commercial uses may be permitted in the Commercial (C-1) Overlay Zone of the I Zone of the City with a CUP; and (ii) all required parking is provided on -site; and (iii) the conditions ensure that there will not be negative impacts on adjacent properties. d. The lot has adequate off-street parking and loading facilities.for the proposed use, The lot has adequate off-street parking facilities for this proposed use, as the Project site will be supported by a one hundred sixteen (116) stall surface parking lot. Therefore, the proposed parking layout will not create an impact on neighboring properties. The site parking areas will be paved with an impermeable surface that meets City of Vernon applicable development standards. e. The use, as to location, operation and design, is consistent with the general plan, any applicable specific plan and the zoning regulations of the City of Vernon, including the city;, policy considerations as to acceptable uses in the city; The use as to location, operation and design, is consistent with the City's 'Zoning Code and General Plan with the conditions imposed, including the City's policy considerations as to acceptable uses in the City, because commercial uses that support industry are lawful in the City, and because Section 26.4.2-3(b) of the Zoning Code permits commercial uses in the Commercial (C-1) Overlay Zone of the I Zone with the approval of a CUP. f. The use is consistent with all applicable county, state, and federal laws, rules and regulations; The proposed use is consistent with all applicable local, county, state and federal laws, rules and regulations because the conditions will ensure that there cannot be any significant impact on neighboring properties, and because no law prevents the proposed use of the property. g. The proposed use will not adversely affect the general welfare as a result of noise, increased traffic, interference with the flow of traffic, dust, or other undesirable characteristics; The proposed use will not adversely affect the general welfare as a result of noise, increased traffic, interference with the flow of traffic, dust, or other undesirable characteristics because (i) a traffic report was prepared for this project and found that sufficient parking was being provided for the proposed operation. The traffic report determined that the level of Services (LOS) at neighboring intersections would not be significantly impacted by operation of the new facility; (ii) the Project has access to Alameda Street, 25'h Street and traffic will generally travel on Alameda Street to 251" Street to the commercial facility; Alameda Street and 25a' Street are of adequate size and pavement type to handle the traffic generated from the proposed operation; (iii) the traffic operations in the area will not be adversely affected by the normal increase in traffic volumes generated by the Project; (iv) conditions are imposed to ensure the Project does not cause excess noise or impede traffic flow; and (v) the proposed commercial/retail use will not create dust or impacts that would be undesirable in a largely industrial community. h. The conditions stated in the decision are deemed necessary to protect the public, health, safely and general welfare. All of the conditions imposed on the Project are necessary to protect the public health, safety and general welfare because the conditions are limited in nature, and ensure that the property is used in the manner promised by the applicant. CONDITIONS It is recommended that the following conditions be set on the permit. These conditions are deemed necessary to protect the public health, safety and general welfare: a. The facility shall be operated in accordance with all current codes, rules, and regulations and subject to fees as adopted by the City of Vernon not otherwise addressed by this grant of a CUP. b. The facility shall be operated in a manner that will prevent unsanitary conditions, odors or other nuisances. C. At all times, all parking areas shall be: (1) striped in a manner acceptable to the Director of Public Works, Water & Development Services; (2) paved with a concrete or asphalt concrete paving or other surface reasonably acceptable to the Director of Public Works, Water & Development Services; (3) adequately drained; and (4) kept free of potholes, dust, mud, trash and weeds. d. Servicing of vehicles, including but not limited to, washing, steam cleaning and repairing, shall not be permitted on the premises. No inoperative vehicles shall be stored on -site. e. The parking and loading areas shall be maintained substantially in compliance with the site plan as submitted as part of this CUP application, except as otherwise approved in writing by the Director of Public Works, Water & Development Services. No vehicle parking or staging associated with the facility shall take place on any public street. f. All subject work shall be in accordance with City Standards. No changes shall be made in the site development except with the prior approval of the Director of Public Works, Water & Development Services. g. Adequate trash receptacles for the public shall be provided onsite to keep litter to a minimum. Trash area shall be maintained in effort to divert rainfall around enclosure. All litter blown or dropped on the premises or adjacent properties shall be retrieved and containerized on a daily basis. All trash containers shall have tight fitting lids. Trash in the containers shall be removed as frequently as necessary to prevent overflow, but no less frequent than once per week. h. All commercial/retail facilities shall provide accessible restrooms for customers. Restrooms shall be provided at all times when any unit is open and shall be maintained in a clean and sanitary condition. i. All retail food sites shall comply with the California Retail Food Code construction requirements. j. Outdoor display of merchandise shall be prohibited. k. Within 90 days of the approval of this CUP, a covenant which holds as one the properties located at 1810 25'h Street (APN# 6302-009-908, 6302-009-921, and 6302-009-922) in order to provide required automobile parking, truck parking/loading for the buildings on the sites shall be recorded in the Los Angeles County Recorder's office and shall run with the property until released by the City. 1. If at any time the Vernon Police Department deems it necessary, the property owner shall prepare for approval by city staff a comprehensive security plan. Said plan, may include, but shall not be limited to the hiring of a State licensed security guard to address specific security needs. in. Employees serving or selling alcohol shall complete Licensee Education of Alcohol and Drugs ("LEAD") training offered by the State of California Office of Alcohol and Beverage Control. Evidence of completion shall be provided to City Staff upon request. n. No entertainment uses are approved as part of this CUP including but not limited to dance floors, disc jockeys, and live performances. o. The property owners shall reimburse the City of Vernon any expenditure for extraordinary Police and Fire Department costs which result from the need to perform services for the site. Extraordinary costs shall include, but not be limited to Police Department overtime expenses for officers not normally on duty but necessary for duty assignment to the site to maintain community health safety, and welfare. P. The Project shall be operated in a manner that will not impede traffic on Alameda Street or 25"' Street. All vehicles shall enter and exit the site in a front forward manner. No maneuvering or vehicle parking associated with the Project shall take place o'ffsite or on the public street without prior approval from the Public Works, Water & Development Services Department. . q. The Project's hours and days of operation of retail, commercial and restaurant uses on the site shall be limited to 5:00 a.m. to 12:00 a.m. (midnight), seven days a week. r. The property owner shall post signs of a reasonable size and expense that state "Unauthorized vehicles will be towed at the owner's expense, Section 22658 CVC (Towing Company Phone (XXX) XXX-XXXX). City of Vernon Police (323) 587-5171." S. Surveillance cameras shall be installed and maintained and a two -week DVR that covers all common areas of the business, high -risk areas, entrances and exits and views all areas of the parking lot and to the adjoining streets/sidewalks. The DVR's shall be made available to the Vernon Police Department upon request. t. The applicant, owner, operator and on -site manager(s) shall comply with all applicable laws and conditions and shall properly manage the facility to discourage illegal, criminal and nuisance activity on the subject premises and any accessory parking areas which have been made available or are commonly utilized for patron parking. U. Upon request by the Vernon Police Department, the Applicant shall post interior and exterior signs advising the public of the closed circuit television cameras. The signs shall be maintained/upgraded as necessary. V. Upon request by the Vernon Police Department, "No Loitering or Public Drinking" signs shall be posted in and outside of the subject facility. Signs shall also be posted stating: "It is a violation of Section 17.7-1 of the Vernon Municipal Code to possess any open bottle, can or receptacle containing any alcoholic beverage which has been opened, or the seal broken or contents of which have been partially removed, on or adjacent to the premises." Said signs shall be in English, Spanish and any other predominant language of the facility's clientele. W. Each occupant shall abide to all conditions set on this permit. Each occupant shall indicate in writing its acceptance and agreement with these conditions prior to occupancy. X. The commercial/retail center shall be limited to a maximum of eighty percent (80%) take-out restaurant space. The remaining space may be utilized for office, commercial or retail activities. No sit-down restaurants (patrons served by waiter or waitress staff) or bars shall be permitted at this site. Y. All trucks entering the property site for parking or unloading during peak hours (6:00 a.m. to 8:00 a.m. and 11:00 a.m. to 6:00 p.m.) shall be limited to a maximum of 25 feet in length. Z. All graffiti on the site shall be removed or painted over to match the color of the surface to which it is applied within 24 hours of its occurrence. aa. The property owner and any successors in interest shall indemnify, hold harmless and defend the City of Vernon, its officers, agents and employees from and against any and all claims, complaints or petitions for: (1) damages, losses, expenses resulting from bodily injury, sickness, disease, disability or death arising from the operation of the facility excluding therefrom any such claim resulting from the sole negligence or intentional wrongdoing of the City of Vernon, its officers, agents or employees; (2) a peremptory writ or other relief by way of injunction, mandamus, or administrative mandamus; and/or (3) legal expenses and attorney's fees incurred by the City of Vernon on behalf of any party in such actions or proceedings. The City of Vernon does not waive its right to participate in the defense of any such action. bb. Not later than twenty (20) days from the date of approval of this CUP, the property owner shall indicate, in writing, its acceptance of and agreement with the conditions herein. The CUP shall be void and of no force or effect unless such written acceptance and agreement is submitted to the City within the twenty -day period. CC. Noncompliance with any of the conditions herein shall constitute sufficient grounds for the City of Vernon to void this CUP, or take appropriate enforcement action, including citation and or fines for a violation. Attachments: Conditional Use Permit Application & Supporting Information Notice of Public Hearing Affidavit of Mailing Proof of Publication 4305 Santa Fe Avenue Vernon, CA 90058 (323) 583-8811 NOTICE OF PUBLIC HEARING The City Council of 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 & Tuesday, August 18, 2015 at 9:00 a.m. TIME: (or as soon thereafter as the matter can be heard) APPLICANT: Dedeaux Properties, LLC REQUEST: Dedeaux Properties, LLC is requesting approval of conditional use permit to construct and operate a commerciah-etail facility. The proposed Project is for a 13,835 square foot commercial/retail building comprised of two one-story buildings in the City of Vernon. The site is currently vacant and unpaved with no defined drainage pattern. PROPERTY 1810 25°i Street, Vernon, CA 90058 INVOLVED: REVIEW OF: The application, maps, and supporting information are available for THE FILE: public review during normal business hours in the VernonPublic Works, Water& Development Services Department, located at 4305 Santa Fe Avenue, Vernon, CA 90058, between the homy of 7:15 a.m. and 5:15 p.m. Monday through Thursday. PROPOSED Staff plans to recommend that the Vernon City Council determine that CEQA the proposal will not have a significant effect on the environment and is FINDING: exempt from the California Environmental Quality Act (CEQA). The conditions imposed on the conditional use permit are designed to protect the environment, public health, safety and general welfare. If you challenge the granting of the conditional use permit or any provisions 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 �krnon 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: Icy Maria Ay 1 my C rk liON. rl Viol, Official Use Only ... .. ,,.;i CVPuIlt�NOg 011. 1041.410280 1 - .. .. Vernon, Department of Community Services 4305 Santa Fe Avenue, Vernon, CA 90058 Phone (323) 583-8811 Fax (323) 826-1435 CONDITIONAL USE PERMIT APPLICATION PLEASE PRINT OR TYPE SECTION 1— Project Information. Project Title: 25th and Alameda Project Site Address: 1810 E 25th St., Vernon, CA 90058 Assessor Parcel Number (APN): 6302-009-908, -921, -922 Zoning Designation: Industrial Purpose of Conditional Use Permit Application: To permit a retail site including fast food and commercial SECTION 2 — Applicant Information. I hereby certify that all the information contained herein and in the accompanying exhibits are true and correct to the best of my knowledge and belief. Applicant: (Applicant shall either be the Property Owner or Owner's Representative) Applicant Name: ❑Sole Proprietor []Partnership Contact Name: Stephen Summers Contact Address: 545 S Figueroa St #1215 City: Los Angeles Zip Code: 90017 Phone: 323-981-8295 Fax: N/A E-mail: stephens@dedeauxproperties.com (Two officer's signatures are required fir Corporation and Limited Liability Catnpanies (LLC)) Print Name: Ashok Aggarwal Title: CFO Date: 4-15-15 Signature (Applicant signatures mast be notarized): Print Name: Robert Santich Title: President Date: 4-11)5-15 Signature (Applicant signatures must be notarized): SECTION 3 — Contact Information (if different frost applicant). Name: ( i_ j Orl y Company Name: C on'e Address:( <>y � SI ,u�' City: 11,4St,DrzluF Zip Code: Phone: I 0 x) I Fax: Co l 7 Q.y4 // Relation to Applicant: `.:Engineer I lArchitect ❑Attorney ClRealtor 14f(cpresentative SECTION 4 — Property Owner Information. I am the property owner of record, of the property, which is the subject of this application. I have reviewed this application and authorize/approve of the action requested. Property Owner Name: Dedeaux P tr ISole Proprietor I IPartnership Address: 1430 S Eastman City: Commerce Zip Code: 90023 Phone: _32_a-R81-822,5 Pax: N/A YES, I hereby certify that the above named applicant is authorized to act as the property owner representative for this conditional use permit application. ❑ NO, I DON'T certify that the above named applicant is authorized to act as the property owner representative for this conditional use permit application. (Two officer's signatures are requiredfit Corporation and Limited Liability Companies (LLC) ) Print Name: Ashok Aggarwal Title: CFO Date: _4-15-15 Signature (Applicant Signatures must be notarized): 2�"-4'� Print Name: Robert Santich Title: President Date:_4-15-15 Signature (Applicant signatures must be notarizes(): �9 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California ) County of LOS V&e.LC�- ) IS r. On 4�Ylf( f ")Df5' beforeme, IJMua ecxUju; 4iyb&.ti,f g2LU Date Here Insert Name and Title of hehe Officer personally appeared �ilie.0 �EGGe+ryti;/k _� Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(8) is/ase subscribed to the within instrument and acknowledged to me that he/sbe/tNy executed the same in his/hpf/thoir authorized capacity(ios), and that by his/hpr/thy r signature($�`on the instrument the person,(s); or the entity upon behalf of which the person*acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. JAINES COWLES MOORE i nature Si CL ?�;� � COMM. #2052905 T g �- — �'��a" •" NOTARY PUBLIC�CALIFORNIAO Signature of Notary Public _ � LOS ANGELES COUNTY � My Comm. Expires JAN t A, 2019 Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Number of Pages: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Signer's Name: ❑ Corporate Officer — Title(s): Partner — ❑ Limited ❑ General ❑ Individual CJ Attorney in Fact ❑ Trustee L1 Guardian or Conservator I -I Other: Signer Is Representing: 02014 National Notary Association • www,NationalNotary.org ^ 1-800-US NOTARY (1-800-876-6827) Item #5907 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 .r.�r,�:.�rtr.�s�sT_r4n�r�s.�x-cr�sr�,Esc;oaeT:cr�,s�.vrs;c6r�tr�-zc:�s`�.r� �.:c,G��chres�,�.�;c:r�,rsr�rsr�.rs A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California ) County of LbS fi'-y-eG�--S ) On (�Y2ft_ I�, ZCC beforeme, Date Here Insert Name and Title of the O icer personally appeared (�F VLI T Sn-v-,3�nc(- Names) of Signers) who proved to me on the basis of satisfactory evidence to be the person(sk whose namem is/arse subscribed to the within instrument and acknowledged to me that he/she/thay executed the same in his/h%r/th, it authorized capacity(ies), and that by his/hbr/their signatureo) on the instrument the person(a), or the entity upon behalf of which the personX acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. JAMES COWLES MOORE a COMM. #2052905 S 0- NOTARY PUBLIC=CALIFORNIA Signature I LosANGELEs COUNTY Signature of Notary Public My Comm. Expires JAN 10, 201 B Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee D Guardian or Conservator Other: Signer Is Representing: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: 02014 National Notary Association • www.Nationa[Notary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 rr.C.c�^crur_,ciFd'>�'Mrrcr(.=.?,Gr M.cCc�sY`��trc_r,MCr-c,�s,C�Sc�'.�<c,�,r,£Sc�C1:C-G'�'r^.M6;Gs�r-cti`,cS.cX`.�'�'.e:(',cS.4CrCti^h.C(,rc;S'6 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of On /al'11.f! 15 , Lot S before me, _ -+o�L ���/ ,s 6 i.00r /liwlci.,-41') Date Here Insert Name and Title of the Officer personally appeared Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(pr whose name(, is/ue subscribed to the within instrument and acknowledged to me that he/sffe/th�;y executed the same in his/hdr/their authorized capacity(ies), and that by his/hpr/their signature0yon the instrument the personw, or the entity upon behalf of which the persons) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. .IAi E ' COWLES MOORE COMM.#2052905= NOTARY PUBLIC -CALIFORNIA Signature! C.L'T2Ly �ii Zl ? '� LOS ANGELES COUNTY Signature of Notary Public My Comm. Expires JAN 10, 20!5 Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Number of Pages: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee [I Guardian or Conservator F] Other: Signer Is Representing: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General Individual ❑ Attorney in Fact CI Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: :ce:c,`ux=<.ex,c:t-e=ccax.,r<;wcc,c=c,u,�;uc;co-.,<=vresu:e:c.:-cep.�;u;�=ce-<,�.:C>u;e;<,•=.cr4 x��>c�.c=cr.cx=c�:-cecc.Iu,u:��x,u;etie ©2014 National Notary Association • www.NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 .r.�.x_rc�,�..mTrsx-rc;cm�,�.r,�r.�:ccr�rr�z;c�cc�,cY::�rcrsc�ccfyrcrcr.�.csTr,�rcc;m�s�-c�s�.lcrcrF,c�r.�zr�tir.i A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Lcs On A?,�/_I L_ K I before me, QvpsZE ib : L ..fit-L-�e.c., Date Here Insert Name and Title of the 6eicer personally appeared ��dl � J�6� T'(C�4 Names) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(K whose name( is/ire subscribed to the within instrument and acknowledged to me that he/we/they executed the same in his/her/their authorized capacity(ie�;), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the personM acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. k,m.. DAMES COWLES MOORE WITNESS my hand and official seal. COMM. #20529g5 /Lyv R - a" NorARv aueuc•CAUROaNia Signature! ' G L3 G Los ANCeurs COUNTY - MpComm. err�,�SJAN m, 2014 Signature of Notary Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Number of Pages: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — 0 Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Signer's Name: Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: 02014 National Notary Association , www.NationaiNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 PROJECT DESCRIPTION (Attach additional sheets as necessary) Site size (Lot size). Approximately 50,104 Square Feet 2. Square footage of building(s) on the premises (including any covered structures or canopies). 3. Number of floors of construction. One (1) Floor 4. Amount of off-street parking and loading provided: a. Number of automobile parking spaces Approximately 120 Stalls b. Number of truck parking spaces c. Number of truck loading spaces 5. Proposed scheduling._ Begin construction following CUP approval 6. Associated projects (additional projects). Dedeaux Properties is an active industrial developer in Vernon. 7. Anticipated incremental development (additional phases). N/A 8. If retail or commercial, indicate the type, whether neighborhood, city or regionally oriented, square footage of sales area, and loading facilities (on attached sheet). National fast food chains, national retailers (Jersey Mike's), regional retailers such as a local bakery, coffee chain. 9. If industrial, indicate type, estimated employment per shift, and loading facilities (on attached sheet). N/A BURDEN OF PROOF The applicant is required to establish the following before submitting a Conditional Use Permit application: (Attach additional sheets if necessary.) A) The site for the proposed use is adequate in size, shape and topography, including drainage and landscaping. See attached site plan. B) The proposed use will not have an adverse effect upon adjacent or abutting properties in terms of traffic, parking noise, odors, and dust, smoke, light or glare, or risk of lire, infection or explosion. The proposed retail site is on the corner of Alameda & 25th St. The sole neighbor to this property is located across 25th St (north). Q The proposed use will be compatible with the permitted uses of surrounding and adjacent properties. The proposed retail site will provide services not available in this area of Vernon. D) The site has sufficient access to streets and highways, which are adequate in width and pavement type to carry the quantity of traffic generated by the proposed use, and that the routes which vehicles will have to follow to reach the site are adequate in width and pavement type to carry the volume of traffic generated by the proposed use. See attached traffic report. E) The site has adequate off-street parking and loading facilities. Parking and loading will be on site. F) The use, as to location, operation and design, is consistent with the general plan, any applicable specific plan and the zoning regulations of the City of Vernon and all applicable County, State and federal law, rules and regulations. The site is part of the Commercial Overlay adopted by the City. Signed-lx (ApplictCnt) ENVIRONMENTAL INFORMATION FORM Date Filed: April 21, 2015 General Information: Name and address of developer or project sponsor: Dedeaux Properties- LLC 1430 S Eastman Ave. Commerce CA 90028 2. Address of project (location): 1810 E 25th St. Vernon, CA 90058 4. 0 Y/ Assessor's Block and Lot Number (APN#): 6302-008-908, -921, -922 Name, address, and telephone number of person to be contacted concerning this nrn;Prt- Stephen Summers - Proiect Manager 323-981-8295 Indicate number of the permit application for the project to which this form pertains: TBD List and describe any other related permits and other public approvals required for this project, including those required by city, regional, state and federal agencies:_ City Commercial Overlay Existing coning district: Industrial Proposed use of site (Project for which this form is filed): Commercial Use: Retail and Fast Food Project Description. 8. Site Size (Lot Size): 50,104 Net SF 9. Square footage of Building(s): 13,835 SF (7,775 & 6,060, respectively) 10. Number of floors of construction: One (1) Floor 11. Amount of off-street parking provided: 12. Attach plans: Site Plan attached 13. Proposed scheduling: To begin following approval of CUP 14. Associated projects: Dedeaux Properties is an active Industrial Developer in the City of Vernon 15. Anticipated incremental development: None for this location 16. If retail or commercial, indicate the type, whether neighboring, city or regionally oriented, square footage of sales area, and loading facilities. National/ Regional fast food providers and retailers. Le. Jersey Mike's and local coffee/bakery. SF is 7775 and 6060 SF, respectively. Loading will occur during non -peak business hours. 17. If industrial, indicate type, estimated employment per shift, and loading facilities._ N/A 18. If the project involves a variance, conditional use permit application, state this and indicate clearly why the application is required. City of Vernon commercial overlay. Environmental Impacts: Are any of the following items applicable to the project or its effects? Discuss below all items checked "yes " (attach additional sheets as necessary). YES NO ❑ll. 19. Change in pattern, scale or character of general area or project. L 20. Significant amounts of solid waste or litter. ❑ 21. Change in dust, ash, smoke, fumes or odors in vicinity. ❑ 22. Substantial change in existing noise or vibration levels in the vicinity. 23. Site on filled land or on slope of 10% percent or more. ❑ Mp 24. Use of disposal of potentially hazardous materials, such as toxic substances, flammables or explosives. ❑ 25. Substantial change in demand for municipal services (police, fire, water, sewage, etc.) ❑ 26. Substantially increase fossil fuel consumption (electricity, oil, natural gas, etc.) ❑ ,1 27. Relationship to a larger project or series of projects. Environmental Setting: 28. On an attached sheet, describe the project site as it exists before the project, including information on topography, soil stability, plants and animals, and any cultural, historic or scenic aspects. Describe any existing structures on the site, and the use of the structures. Attach photographs of the site. Snapshots or Polaroid photos will be acceptable. 29. On an attached sheet, describe the surrounding properties, including information on plants and animals and any cultural, historical or scenic aspects. Indicate the type of land use (residential, commercial, etc.), and scale of development (height, frontage, set -back, rear yard, etc.). Attach photographs of the vicinity. Snapshots or Polaroid photos will be acceptable. Certification: I hereby certify that the statements furnished above and in the attached exhibits present the data and information required for this initial evaluation to the best of my ability, and that the facts, statements, and information presented are true and correct to the best of my CUP — 25"'/Alameda St., Vernon — Additional Sheet OPERATION REPORT: The site is currently undeveloped land. The proposed site plan is for two buildings totaling 13,835 square feet. The projected usage of the site is for 80% fast food and 20% commercial. Operating hours for the site are 5 am to�ZAm seven days per week. The total number of employees for the project is estimated at 48, based upon 4 employees per business, with a maximum number of 12 businesses within the development. Loading and deliveries will occur during nonpeak business hours. Materials for the fast food tenants will include food items, packaging, cleaning products. Materials for the commercial are to be determined and specific to the tenants, yet to be determined. The center will provide much needed services to the area, with more than ample parking provided to patrons of the center. This new development will only generate positive impacts in the immediate area. HAZARDOUS MATERIAL REPORT: No hazardous materials are planned to be stored or utilized onsite with the exception of food safety cleaning supplies. These materials will be stored in sealed plastic containers. ENVIRONMENTAL SETTING: 19, The project will provide much needed retail services to the area made possible with the zoning ordinance that took effect April 21, 2015. The development itself will complement the existing industrial and office development in the vicinity, with a mixture of textures intended to meld in to the industrial nature of the City, but also provide an inviting look to attract business owners and their employees to enjoy a quick lunch or coffee, and to utilize the services of the business that ultimately locate within the development. 28. The subject property is a stable irregular shaped parcel resulting from the construction of the Alameda Corridor. The property is currently vacant land, no structures, and plants, animals, cultural historic or scenic aspects. Photos attached. 29. The subject property is on the south east corner of Alameda Street to the west and 25`h Street on the north. The Alameda corridor splits the subject property on the west. The adjacent property to the west is vacant land. An office building is located on the north side of 25`h St. A large 35 year old multi - tenant industrial development sits on west side of Alameda Street, located in the City of Los Angeles. Height varies, typically 21' to top of parapet; varies up to 25' in some locations. The individual trellis canopy at each user bay is 4' max. in depth. The lunch court trellis canopy is approximately 10 wide typical. Building #1 (7,775 SF) has approx. 153' of frontage on Alameda. Building #2 has approx. 130 of frontage on 25`h street. Each building is set back 15' from the existing street curb. The lunch court canopy trellis is approx. 20' from the radiused street curb. � O 1 o I(AT�T S Ill a J] i -\1 j CC CC �C c cc�cc su y WO PO V \ C.�UV UQ 9V �n GUp \OiC VV T � �+O OOGUJ G G(l�lNO� b O �V C � m C - ', _Imn spe tinli. 8a�� oz aU om Off: s� -----AlamedaStre€' -- C � Amy �mA hn'. cmi }p�34�A 2ni'bnZ IUD OY �$m LqSq '.O OxuA;�YDY N c Ay 2 a 0 w W 2 K O 2 rfi r� �� IFS � IIIIII �� llllll rfi �_� ������ �. IIIIII ��_ ��� �; IIIIII W �� ll��A ti Q W ^ � _ -__ J a- �..�, ..... ¢� i � 2~ __",, _._._. ___ y h� Ullfflkyllo Traffic Impact Analysis Prepared for: Dedeaux Properties May 2015 Prepared by: `JII nl fHA PISrtw I/�IIU'�!� ICi4 t'; 6 u 4340 Von Karman Avenue, Suite 110 Newport Beach, CA 92660 Phone:949-527-3590 www.transpogroup.com 15164.00 © 2015 Transpo Group Transportation Impact Analysis Alameda Retail Center Table of Contents Executive Summary 2015 Chapter1. Introduction..................................................................................................................1 ProjectDescription................................................................................................................. 1 StudyArea and Scope........................................................................................................... 1 Methodology.......................................................................................................................... 1 Chapter 2. Existing and Future Without -Project Conditions... ......................................... ........ 3 StreetSystem........................................................................................................................ 3 TrafficVolumes...................................................................................................................... 3 TrafficOperations.. ............... _ .................... _ ....................... .. . ................... ........... ......... 7 Non -Motorized Facilities........................................................................................................ 7 TransitService....................................................................................................................... 7 Chapter3. Project Impacts... ... _ ................. ........................ ............................................... 9 SignificanceCriteria............................................................................................................... 9 TripGeneration...................................................................................................................... 9 Trip Distribution & Assignment............................................................................................ 10 TrafficVolumes.................................................................................................................... 10 TrafficOperations................................................................................................................ 10 SiteAccess Evaluation........................................................................................................ 15 ParkingAnalysis.................................................................................................................. 16 Chapter 4. Findings and Recommendations.............................................................................16 Appendix Appendix A: Turning Movement Counts Appendix B: LOS Worksheets Figures Figure 1. Site Vicinity & Study Intersections....................................................................... 2 Figure 2. Preliminary Site Plan........................................................................................... 3 Figure 3. Existing (2015) Peak Hour Traffic Volumes.. ...................................................... 5 Figure 4. Future (2017) Without -Project Peak Hour Traffic Volumes ................................. 6 Figure 5. Project Trip Distribution & Assignment.............................................................. 11 Figure 6. Existing (2015) With -Project Peak Hour Traffic Volumes ................................. 12 Figure 7. Future (2017) With -Project Peak Hour Traffic Volumes .................................... 13 Tables Table 1. Level of Service Definitions for Intersections Based on CMA Method ................ 1 Table 2. Level of Service Criteria Descriptions................................................................. 2 Table 3. Study Area Existing Street System Summary ..................................................... 3 Table 4. Existing Weekday Peak Hour Intersection Level of Service ............................... 7 Table 5. Project Trip Generation....................................................................................... 9 Table 6. Existing 2015 Weekday Peak Hour Intersection Level of Service .................... 14 Table 7. Future 2017 Weekday Peak Hour Intersection Level of Service ...................... 15 Table 8. Driveway Queuing Summary ............................................................................. 16 Transportation Impact Analysis Alameda Retail, Center_ May 2015 Executive Summary This section provides an executive summary of the Transportation Impact Analysis through a set of frequently asked questions (FAQs). ,Where is the project located and what would be developed? The proposed project is located on the southeast corner of E 25th Street and S Alameda Street in Vernon, California. The project includes approximately 10,866 SF of restaurant use and 2,717 SF of retail/commercial use. What existing public streets will serve the project and where is access proposed? S Alameda Street, Santa Fe Avenue and E 25th Street are the three primary roadways within the surrounding area and would serve project traffic. Vehicular access is proposed via three driveways, one located along S Alameda Street and two along 25th Street. Is the site currently served by public transit? The site is not currently served directly by public transit, however bus stops are located approximately''/a mile to the east and a light rail station approximately''/2 mile to the north. Howinany daily vehicular trips would the project generate and when would peak traffic volumes occur? The project would generate approximately 4,864 daily trips with approximately 283 occurring during the AM peak hour and 198 occurring during the PM peak hour. What transportation impacts are anticipated, if any? No significant traffic impacts are anticipated. What measures are proposed to reduce or control traffic impacts? The project would not result in any significant traffic impacts, therefore no mitigation measures are proposed. The purpose of this transportation impact analysis (TIA) is to identify potential traffic -related impacts associated with the proposed development. As necessary, mitigation measures are identified that would offset or reduce significant impacts. Project Description The project is located on the southeast corner of Alameda Street and 25th Street in Vernon, California as shown on Figure 1. The proposed project would include approximately 10,866 square feet of restaurant use and 2,717 square feet of retail/commercial use. It is anticipated that the project would be completed and occupied by 2017. Figure 2 shows the preliminary site plan. Vehicular access is proposed via three driveways, one located on Alameda Street and two on 25th Street. The proposed project would provide a total of approximately 120 parking spaces within two parking lots bisected by the Alameda Corridor. The parking lot to the west of the Alameda Corridor would provide 56 spaces and the parking lot to the east of the Alameda Corridor would provide 64 spaces as shown in Figure 2. Study Area and Scope The study area and scope were coordinated with the City of Vernon. This analysis focuses on the weekday AM (7:00 to 9:00 a.m.) and PM (4:00 to 6:00 p.m.) peak periods. These periods represent the highest cumulative total traffic for the adjacent street system. The study intersections include: 1. Alameda Street / Washington Boulevard 2. Alameda Street / E 25th Street 3. Alameda Street / Alameda Street Crossing 4. Alameda Street / E 27th Street 5. Alameda Street / E 38th Street — 41st Street 6. Santa Fe Avenue / E 25th Street 7. Santa Fe Avenue / E 27th Street The study intersections were analyzed for the following four study scenarios: • Existing Conditions • Existing plus Project Conditions • Forecast Year 2017 Without -Project Conditions • Forecast Year 2017 With -Project Conditions The report first describes existing and future (2017) without -project conditions in the vicinity of the project site. This includes the street system, existing and future without -project weekday PM peak hour traffic volumes, traffic operations, traffic safety, non -motorized facilities, and transit service. Future (2017) with -project conditions are then described. The project's impacts on the surrounding transportation system were identified by comparing the future with -project conditions to the future without -project conditions. Site Vicinity & Study Intersections Alameda Retail "MINI iiznust oaiNnoiv rnN eE. Q:Trojecls115115164.00 -Alameda & 25th St Retail Center VemonlGraphics115164 Graphics <Figure 1 Site Vicinity, jessical 0413011516:05 FIGURE LLI' F-� Ct Z- W O W r' 0 E Transportation Impact Analysis Alameda Retail May 2015 Methodology C'6?Y- €'qw vJa1&vz+ (PCE) i"r�€'tcv To properly assess the truck traffic generated by the existing and proposed operations of the project site against intersection capacity during the AM and PM peak commute hours, which contain primarily passenger cars, a Passenger Car Equivalence (PCE) factor was applied to all trucks generated by the proposed project, and all trucks counted on the existing traffic network. The PCE factors used in this TIA were based on PCE factors contained in the Caltrans Highway Design Manual (HDM). A PCE factor of 2.0 was applied to 2 or 3 axle medium trucks (i.e., one medium truck is equivalent to two passenger cars) such as the collection trucks and roll -off trucks. A PCE factor of 3.0 was applied to trucks with 4 axels or more including single unit and multi -trailer units. For consistency with the City of Los Angeles Department of Transportation (LADOT) analysis procedures, study intersections were analyzed for weekday AM and PM peak hour levels of service (LOS) using the Transportation Research Board's Critical Movement Analysis (CMA), Circular 212 Planning Method. The CMA method determines the volume -to -capacity (VIC) ratio on a critical lane basis and LOS associated with each VIC ratio at an intersection. The degree of congestion at an intersection is described by the level of service, which ranges from LOS A to LOS F, with LOS A representing free -flow conditions with little delay and LOS F representing over -saturated traffic flow throughout the peak hour. A complete description of the meaning of level of service can be found in the Highway Research Board Special Report 209, Highway Capacity Manual (HCM 2000). Brief descriptions of the six levels of service for signalized intersections are shown in Table 1 and Table 2 provides detailed descriptions of each level of service. Table 1. Level of Service Definitions for Intersections Based on CMA Method Level of Service VIC Ratio A <0.60 B 0.61 to < 0.70 C 0.71 to < 0.80 D 0.81 to < 0.90 E 0.91 to<1.00 F >1.00 Source: Highway Capacity Manual, Transportation Research Board, 1990. I .T Transportation Impact Analysis Alameda Retail Table 2. Level of Service Criteria Descriptions Level of Service Description A No approach phase is fully utilized by traffic, and no vehicle waits longer than one red indication. Typically, the approach appears quite open, turns are made easily, and nearly all B - _ - This service level represents stable operation, where an occasional approach phase is fully utilized and a substantial number are nearing full use. Many drivers begin to feel restricted within platoons of vehicles. C This level still represents stable operating conditions. Occasionally drivers may have to wait through more than one red signal indication, and backups may develop behind turning vehicles. Most drivers feel somewhat restricted, but not obiectionably so. I his level encompasses a zone of increasing restriction approaching instability at the intersection. Delays to approaching vehicles may be substantial during short peaks within the peak period; however, enough cycles with lower demand occur to permit periodic clearance of E Capacity occurs at the upper end of this service level. It represents the most vehicles that any particular intersection approach can accommodate. Full utilization of every signal cycle is F This level describes forced flow operations at low speeds, where volumes exceed capacity. These conditions usually result from queues of vehicles backing up from a restriction downstream. Speeds are reduced substantially, and stoppages may occur for short or long periods of time due to the congestion. In the extreme case, both speed and volume can drop to zero. Source: Highway Capacity Manual, Transportation Research Board, Special Report 209, 2000. Transportation Impact Analysis Alameda Retail Conditions This section describes existing and future (2017) without -project conditions within the identified study area. Characteristics are provided for the roadway network, peak hour traffic volumes, traffic operations, traffic safety, non -motorized facilities, and transit. Street System The following describes the existing street network within the vicinity of the proposed project and anticipated changes resulting from planned improvements. �r� ing Characteristics of the existing street system in the proposed project vicinity are shown in Table 3. As shown on Figure 1 and in Table 3, the site is in the immediate vicinity of a four - lane principal arterial and the Alameda Corridor. Table 3. Study Area Existing Street System Summary Street Posted Number of Bicycle Roadway Classification Speed Limit Travel Lanes Parking Sidewalks Lanes Alameda Street Principal Arterial 35 mph 6 No Yes No E 25th Street Major Collector 30 mph 2 Yes Yes No Santa Fe Avenue Principal Arterial 35 mph 4 No Yes No E 27th Street Local Street 30 mph 2 Yes Yes No E 361h St / E 41st St Principal Arterial 35 mph 2 Yes Yes No Source: Caltrans California Road System (CRS) Maps This section identifies specific transportation improvements that will affect the future transportation system within the study area. Based on a review of the City of Vernon 2013 — 2018 Capital Improvement Plan (CIP), one street system transportation projects was identified and is anticipated to be completed by 2017- Traffic signal improvements and Intelligent Transportation Services (ITS) connectivity is Planned at the Santa Fe AvenuelE 27th Street intersection. Traffic Volumes The following summarize the traffic volumes for existing and future (2017) without -project conditions. h-kistbyq Existing turning movement counts at the study intersections were conducted in April 2015. Intersection turning movement counts are provided in Appendix A. Existing weekday AM and PM peak hour PCE volumes are summarized on Figure 3 and were used to evaluate existing traffic conditions. ;,) r Transportation Impact Analysis Alameda Retail .F ddfur 2015 Future (2017) without -project traffic volumes were forecasted by applying an average annual growth rate to existing traffic volumes as well as traffic from previously approved "pipeline' development projects that would increase background traffic at study intersections. An annual growth rate of 1.46 percent per year was applied to the existing AM and PM peak hour traffic volumes at each study intersection. This growth rate was is consistent with the Los Angeles County Congestion Management Program's (CMP) Traffic Impact Analysis Report Guidelines.' Traffic from the following pipeline projects in the project vicinity were also included in the future without -project volume forecasts: 3305 Bandini Boulevard: Dedeaux Properties, LLC., development of 142,426 square foot light industrial building. 3250 Saco Street: CEG, development of 30,964 square foot light industrial building. 4900 Pacific Boulevard: Development of 130,204 square foot Whole Foods cold storage distribution center. ® 4620 Seville Avenue: Camfield Partners, development of 50,000 square foot light industrial building. 4901 Boyle Avenue: Xebec, development of 83,654 square foot light industrial building. The pipeline projects are consistent with the area plans (Zoning and/or General Plan) and as a result no traffic studies were required. In order to evaluate the future (2017) without -project conditions, trip generation was estimated for the pipeline projects, including a PCE estimate based on the Truck Trip Generation Study,2 and distributed to the roadway network based on existing travel patterns. Future (2017) without -project weekday AM and PM peak hour traffic volumes reflecting the background growth and traffic from the pipeline projects are shown on Figure 4. ' LA County CMP Traffic Impact Analysis Report Guidelines, December 2013. 2 City of Fontana Truck Trip Generation Study, August 2003 Existing (2015) Weekday Peak Hour Traffic Volumes FIGURE Alameda Retail rNS�, F�, Spo d HAi I kANSI'ORI A I ON LAN e, Q:IPrcjecls115115164.00 - Alameda & 251h St Retail Center VernWGraphics115164_Graphics <Figure 3 Existing Vol> jcssical 05I08/1515:27 Future (2017) Without -Project Peak Hour Traffic Volumes FIGURE Alameda Retail O II r RANSFIORTATIONCANI4E. QV rojectsMV 5164.00 - Alameda & 251h St Retail Center VemonlGraphics115164—Graphics <Figure 4 Baseline 2017,jessical 0510BI1515:28 Transportation Impact Analysis Alameda Retail Traffic Operations 2015 Based on the analysis methodology described previously, the existing weekday AM and PM peak hour traffic volumes (in PCE) were input into the LADOT CMA spreadsheet to determine the existing intersection V/C ratios and resulting LOS values. Table 4 presents the results of the existing and future (2017) without -project intersection LOS analysis for the weekday AM and PM peak hours. The LOS calculation sheets are provided in Appendix B. Table 4. Existing Weekday Peak Hour Intersection Level of Service 2015 Existing 2017 Without -Project Intersection Traffic Control LOS' VIC' Los' V/C2 AM Peak Hour 1. S Alameda StreeUE Washington Boulevard Signalized E 0.969 F 1.002 2. S Alameda StreeUE 25th Street Signalized C 0.750 C 0.781 3. S Alameda Street/Alameda Street Crossing Signalized A 0,472 A 0.504 4. S Alameda Street/E 27th Street Unsignalized C 0.727 C 0.773 5. S Alameda StreeUE 38th Street — E 41st Street Signalized C 0.716 C 0.738 6. S Santa Fe Avenue/E 25th Street Signalized C 0,792 D 0.818 7. S Santa Fe Avenue/E 271h Street Signalized B 0.626 B 0.647 PM Peak Hour 1. S Alameda StreeUE Washington Boulevard Signalized E 0.977 F 1.017 2. S Alameda StreeUE 25th Street Signalized D 0,820 D 0.847 3. S Alameda StreellAlameda Street Crossing Signalized A 0.519 A 0.539 4. S Alameda StreeUE 27th Street Unsignalized C 0.747 C 0.797 5. S Alameda StreeUE 38th Street — E 41st Street Signalized C 0.712 C 0,736 6. S Santa Fe AvenuelE 25th Street Signalized D 0.834 D 0.876 7. S Santa Fe Avenue/E 27th Street Signalized A 0.551 A 0.578 1. Level of service (LOS) as defined by the 2010 Highway Capacity Manual. Transportation Research Board. 2. V/C is volume to capacity ratio. As shown in Table 4 all intersections currently operate at LOS D or better during both the AM and PM peak hour with the exception of the S Alameda Street/E Washington Boulevard intersection. The S Alameda Street/E Washington Boulevard intersection currently operates at LOS E during the AM and PM peak hour. Non -Motorized Facilities The following describes the existing and future non -motorized facilities within the study area. Sidewalks are provided on all streets in the study area with marked crosswalks at all signalized intersections with the exception of the S Alameda crossing street. In the immediate vicinity of the site, according to the Adopted County of Los Angeles Bicycle Master Plan, March 2012, no bicycle improvements are anticipated. Transit Service The following sections describe existing and future transit service within the study area. Transportation Impact Analysis Alameda Retail 04111M Bus transit service in the study area is provided by Metro. The nearest bus stops are located along S Santa Fe Avenue at E 26th Street and E 27th Street, approximately half a mile to the east (or a 10 to 12-minute walk) from the project site. The existing project area is served by 2 transit routes that provide service throughout the Los Angeles metro area. The following lines service the project area: Line 60 Compton to Downtown Los Angeles Line 60 traverses north bound/southbound along Long Beach Boulevard and Santa Fe Avenue between Compton and Downtown Los Angeles. During a typical weekday the route operates between approximately 4:30 a.m. and 9:30 p.m. Additional Saturday, Sunday, and Late Night/Owl Services are provided. Line 760 Lynwood to Downtown Los Angeles. Line 760 traverses northbound/southbound along Long Beach Boulevard, Pacific Boulevard, and Santa Fe Avenue between Lynwood and Downtown Los Angeles. During a typical weekday the route operates between approximately 5 a.m. and 8:45 p.m. Additional Saturday, Services are provided. There are no transit service changes in the site vicinity based on available plans. Transportation Impact Analysis Alameda Retail May 2015 Chapter 3e Project Impacts This section of the analysis documents the proposed project's impacts on the surrounding street system and at study intersections. First, estimated traffic generated by the proposed project are distributed and assigned to adjacent roadways and intersections within the study area for the weekday AM and PM peak hour. Next, project trips are added to future without - project traffic volumes and the potential impacts to traffic operations, safety, transit, and non - motorized facilities are identified. Significance Criteria The City's significance criteria are based on level of service calculations using the LADOT CMA spreadsheet. The City has adopted a performance standard of LOS D (peak hour V/C less than or equal to 0.90). At intersections where the project causes a V/C greater than the acceptable LOS, mitigation of the project contribution is required to bring the intersection back to acceptable LOS or to no -project condition. At intersections operating at LOS E or F in the future without -project conditions, the project is considered to have an impact if the V/C ratio increase is greater than, or equal to, 0.02 (similar to the LA County CMP significance criteria) and mitigation of the project contribution is required to bring the intersection back to no -project conditions. Trip Generation The proposed project will include approximately 2,717 SF of retail/commercial use and 10,866 SF of restaurant use. The vehicle trip generation for the project was developed using rates from the Institute of Transportation Engineers (ITE) Trip Generation (9th Edition, 2012) for Land use #933 Fast Food without Drive -Through and Land use #820 Shopping Center. Table 5 shows the estimated trip generation of the project during the AM and PM peak hours and on a daily basis. Table 5. Project Trip Generation AM Peak Hour PM Peak Hour Land Use Daily In Out Total In Out Total Trip Rates per SF' Fast Food without Drive -Through 716 26.32 17.55 43.87 13.34 12.81 26.15 Shopping Center 240 3.88 2.38. 626 9_54 10.33 19.87 Trip Generation Fast Food without Drive -Through 7,779 286 191 477 145 139 284 Shopping Center 652 11 6 17 26 28 54 Pass-Bv Rate' Daily In Out Total In Out Total Fast Food without Drive- -43% -3,345 -103 -102 -205 -61 -61 -17.2 Through Shopping Center -34% -222 -3 -3 -6 -9 -9 -18 Net New Trips 4,864 191 92 283 101 97 198 1. Rates per 1,000 Square Feet 2. Pass -by data not provided for LU9933, data for LU 932 liigh Turnover (Sit-down) Restaurant assumed 3. Pass -by rate from ITE Trip Generation Handbook 3i° Edition, 2014 As shown in Table 5, the project is anticipated to generate approximately 4,864 net new weekday daily trips with 283 net new trips occurring during the AM peak hour, 198 net new trips during the PM peak hour. Transportation Impact Analysis Alameda Retail Trip Distribution & Assignment 2015 Project trips were distributed to the network based on existing counts and anticipated travel patterns as shown in Figure 5. As shown on the figure, approximately 10 percent of trips are anticipated to the north along S Alameda Street and S Santa Fe Avenue, 5 percent east west along E Washington Boulevard. Additionally approximately 15 percent of trips are anticipated to the east along E 24th Street and 5 percent west along E 24th Street, 20 percent of trips to the south along S Alameda Street, and approximately 14 percent south along S Santa Fe Street. Approximately 19 percent of trips would remain internal to the industrial park bounded by Long Beach Avenue and the LA River. Traffic Volumes The project traffic was added to existing (2015) and future (2017) without -project weekday AM and PM peak hour traffic volumes to form the basis of the with -project analysis. The resulting 2015 with -project traffic volumes are shown on Figure 6 and the future (2017) with - project traffic volumes are shown on Figure 7. Traffic Operations An intersection operations analysis was conducted in the study area to evaluate the existing (2015) plus project and the future (2017) weekday AM and PM peak hour conditions with the project. Intersection operations were calculated using the LOS methodology described previously. Table 6 provides a comparison between the existing and existing plus project operations. Table 7 provides a comparison between future (2017) without and with -project conditions for the weekday AM and PM peak hour. Detailed LOS and V/C worksheets are included in Appendix B. 10 Trip Distribution & Assignment Alameda Retail fttl�ti>, w WHAT TRANS ORrA ❑ONCAN BE, k/ Q:IProjacls115115104.00 -Alameda & 251h St Retail Center Vernon\Graphlcs115184_Graphiw <Figure 5 Dist & Assign> jesslcal 05/0811515:39 n rdce1ain Existing (2015) With -Project Peak Hour Traffic Volumes FIGURE Alameda Retail WHAI TRANS, OMANONGANBE QAProjeclsl15115164.00 -Alameda& 25th St Retail Center VernonlGraphics115164_Graphics <Figure 6 Existing Project Vol, jessIcal 05108115 15:40 Future (2017) With -Project Peak Hour Traffic Volumes FIGURE - — -- ---- _-- _ ----- Alameda Retail Plhlgl 'Ripp.,4 Of���!IODI CAA PC Q: Projects115N 5164.00 - Alameda & 251h St Retail Center VernonlGraphics115164_Graphics <Figure 7 Future With Project Vol, jessical 0510811516:41 Transportation Impact Analysis Alameda Retail May 2015 Table 6. Existing 2015 Weekday Peak Hour Intersection Level of Service 2015 Without -Project 2015 With -Project Intersection Traffic Control LOS' V/c' LOS' Vic, AM Peak Hour 1. S Alameda StreeUE Washington Boulevard Signalized E 0.969 E 0.972 2. S Alameda StreeUE 25th Street Signalized C 0.750 C 0.787 3. S Alameda Street/Alameda Street Crossing Signalized A 0.472 A 0.480 4. S Alameda StreeUE 27th Street Unsignalized C 0.727 C 0.789 5. S Alameda StreeUE 38th Street— E 41st Street Signalized C 0,716 C 0,729 6. S Santa Fe Avenue/E 251h Street Signalized C 0,792 D 0.806 7. S Santa Fe Avenue/E 27th Street Signalized B 0.626 B 0.636 A. West Site Access/E 25th Street Unsignalized - - A 0.585 B. East Site Access/E 25th Street Unsignalized - - A 0.290 C. S Alameda StreeUSite Access Unsignalized - - A 0.524 PM Peak Hour 1. S Alameda StreeUE Washington Boulevard Signalized E 0.977 E 0,984 2. S Alameda StreeUE 25th Street Signalized D 0.820 D 0.848 3. S Alameda Street/Alameda Street Crossing Signalized A 0.519 A 0.528 4. S Alameda StreeUE 27th Street Unsignalized C 0,747 C 0.786 5. S Alameda StreeUE 38th Street — E 41 at Street Signalized C 0.712 C 0.722 6. S Santa Fe Avenue/E 25th Street Signalized D 0.834 D 0.848 T S Santa Fe Avenue/E 27th Street Signalized A 0.551 A 0.556 A. West Site Access/E 25th Street Unsignalized - C 0.760 B. East Site Access/E 25th Street Unsignalized - A 0,330 C. S Alameda Street/Site Access Unsignalized - A 0.401 1. Level of service (LOS) as defined by the 2010 Highway Capacity Manual, Transportation Research Board. 2. Delay in seconds. 3, V/C is volume to capacity ratio. As shown in Table 6, during the AM and PM peak hour all intersections are anticipated to operate at the same LOS under existing and existing plus project conditions with the exception of the S Santa Fe Avenue/E 25th Street intersection. Under existing plus project conditions the S Santa Fe Avenue/E 25th Street intersection is anticipated to degrade from LOS C to LOS D. The intersection of S Alameda Street/E Washington Boulevard is forecast to operate at LOS E during both Existing and Existing plus Project scenarios. As discussed in the Significance Criteria section, the City's performance standard is calculated using the V/C methodology. All intersections are anticipated to meet the City LOS D standard with the exception of the S Alameda Street/E Washington Boulevard intersection but because the increase in the V/C ratio is less than 0.01 (+0.003) there is no significant impact associated with project generated traffic. r 'pl 14 Transportation Impact Analysis Alameda Retail Mav 2015 Table 7. Future 2017 Weekday Peak Hour Intersection Level of Service 2017 Without -Project 2017 With -Project Intersection Traffic Control LOS' V/Cs LOS' Vic, AM Peak Hour 1. S Alameda Street/E Washington Boulevard Signalized F 1.002 F 1,005 2. S Alameda StreeUE 25th Street Signalized C 0.781 D 0.818 3. S Alameda Street/Alameda Street Crossing Signalized A 0.504 A 0.512 4. S Alameda StreeUE 27th Street Unsignalized C 0.773 D 0.836 5. S Alameda StreeUE 38th Street - E 41st Street Signalized C 0.738 C 0.751 6. S Santa Fe Avenue/E 25th Street Signalized D 0.818 D 0.832 7, S Santa Fe Avenue/E 27th Street Signalized B 0.647 B 0,657 A_ West Site Access/E 25th Street Unsignalized - - A 0.598 B. East Site Access/E 25th Street Unsignalized - - A 0.296 C. S Alameda Street/Site Access Unsignalized - - A 0.540 PM Peak Hour 1. S Alameda StreeUE Washington Boulevard Signalized F 1.017 F 1.022 2. S Alameda StreeUE 25th Street Signalized D 0.847 D 0.875 3. S Alameda StreeUAlameda Street Crossing Signalized A 0.539 A 0.547 4. S Alameda StreeUE 27th Street Unsignalized C 0.797 D 0.836 5. S Alameda StreeUE 38th Street - E 41st Street Signalized C 0.736 C 0.746 6. S Santa Fe Avenue/E 25th Street Signalized D 0.876 D 0.890 7, S Santa Fe Avenue/E 27th Street Signalized A 0.578 A 0.583 A. West Site Access/E 25th Street Unsignalized - C 0.779 B. East Site Access/E 25th Street Unsignalized - A 0,338 C. S Alameda Street/Site Access Unsignalized - A o.431 1. Level of service (LOS) as defined by the 2010 Highway Capacity Manual, Transportation Research Board. 2. Delay in seconds. 3. Vic is volume to capacity ratio. As shown in the Table 7, all study intersections continue to operate at LOS D or better during the weekday AM and PM peak hour with the exception of the S Alameda Street/E Washington Boulevard intersection which is anticipated to operate at LOS F during all future without and with -project scenarios. As discussed in the Significance Criteria section, the City's performance standard is calculated using the V/C methodology. All intersections are anticipated to meet the City LOS D standard with the exception of the S Alameda Street/E Washington Boulevard intersection but because the increase in the V/C ratio is less than 0.01 (+0.003) there is no significant impact associated with project generated traffic. Site Access Evaluation The proposed project includes three site access locations. One right-in/right-out driveway would be provided along S Alameda Street providing access to the western parking lot. Two full access driveways would be provided along E 25th Street providing access to the eastern and western parking lots, bisected by the Alameda Corridor. All site access locations are anticipated to operate at LOS C or better during the AM and PM peak hours. A queueing analysis was completed utilizing Sim Traffic (version 9.0) at the site access driveways to review on -site queuing as summarized in Table S. ;'f„ 15 Transportation Impact Analysis Alameda Retail Mav 2015 Table 8. Driveway Queuing Summary 2015 With -Project 2017 With -Project Intersection Queues WM' Queue WM AM Peak Hour A. West Site Access/E 25th Street 49 WB 51 WB B. East Site Access/E 25th Street 63 WB 65 WB C. 8 Alameda Street/Site Access 59 WB 46 WB PM Peak Hour A. West Site Access/E 25th Street 66 WB 60 WB B. East Site Access/E 25th Street ' 73 WS 23 WB C. S Alameda Street/Site Access 59 WB 42 WB NB = Northbound, SB = SOnthbound, EB = Eastbound, WB = Westbound 1. Driveway queuing summarized for the 95th percentile in feet. 2, Worst movement. As shown in Table 8, the largest queue is anticipated at the East Site Access along E 25th Street during the PM peak hour. The queue is anticipated to be approximately 73 feet or 3 cars. Parking Analysis The following sections describe the proposed parking supply, estimated peak parking demand of the project, and parking code requirements. As required by the Los Angeles County Code, commercial uses require at least one parking space per 250 SF which amounts to 11 parking spaces. Fast food uses require at least one parking space per 125 SF which amounts to 87 parking spaces. Thus, the development would be required to provide a minimum of 98 parking spaces. Parking for the proposed project would be provided by two surface parking lots with a total of 120 stalls, over the minimum parking code requirement. The parking lots are separated by the Alameda Corridor resulting in three driveway access locations. The western parking lot would provide a total of 56 parking stalls and is accessed via a right-in/right-out driveway along S Alameda Street and a full access driveway along E 25th street. The eastern driveway would provide a total of 64 parking stalls and is accessed via a second full access driveway along E 25th Street. Findings and Recommendations Transportation Impact Analysis Alameda Retail May 2015 This transportation impact study summarizes the project traffic impacts of the proposed Alameda Retail Center. General findings and recommendations include: • The Alameda Retail Center project would develop 10,866 SF of restaurant uses and 2,716 SF of commercial/retail uses. • The proposed project is anticipated to generate 4,864 daily trips with 283 occurring during the AM peak hour and 198 occurring during the PM peak hour. • All intersections are anticipated to operate at an acceptable LOS during the AM and PM peak hour in under existing (2015) and future (2017) without or with -project conditions with the exception of the S Alameda Street/E Washington Boulevard intersection. The S Alameda Street/E Washington Boulevard intersection currently operates at LOS E and is anticipated to degrade to LOS F under both future (2017) without and with -project conditions. • The expected vehicle queue at the proposed site access locations would be less than three vehicle, or approximately 55 feet. This can be accommodated within the on -site parking lots. No significant impacts are anticipated from the proposed development. '`jF 17 w 0 CJ .�. a� c .� L �J l Dale: _ 41612015 Day: lhur day 1190 1's:1 0 1'.'I1 1237 J'r'21 0 rI 178 ro1111 11 ma: Start End AM 7:00 AM 900 AM NOON PM 4:00 PM 6:00 PM Total Ins & Outs %TM Peak flour Summary Prepared by: NIDS National Data & Surveying Services Alameda Stand Washington Blvd, Vernon Signalized 1181 1 7-1 1247 1 120 1 .... W74 I..:,. F71C 140 984 71 Project lk 155292-001 City: Vernon AM Peak Hour 745AM NOON Peak Hour PM Peak Hour 500 PM 676 j :j 0 j sj 1347 Total Volume Per Leg Intersection Turning Movement Prepared by: National Data & Surveying Services Project ID: 15-5222-001 Dav: T, Oft FW0AS;lnsaes 2 -3 City: Vernon Date: 1/16/2015 NL N1" NR SL ST SR EL ET ER VJL Or WR TOTAL LANES: 1 2 1 1 2 1 1 3 0 1 3 0 7:WAM 6 232 9 32 io) 19 13 65 13 30 153 18 769 7:35 AM 32 231 8 33 15_ 99 39 29 226 23 7:30 AM 35 213 11 25 195 29 0 105 12 ^.2 30 20a 3l 966 966 t95 AM 22 250 1 20 231 39 35 112 66 30 199 32 1961 25 250 33 36 105 50 31 191 39 961 8:15AM 8:15AM 23 217 3 8 .p 166 165 23 33 105 53 30 39 941 8A5 AM 23 159 14 99 17> 33 43 35 29 200 208 50 3nSAM 26 li9 14 57 ]fib 33 32 99 99 35 16 lA 52 870 8J0 NL NT N0. SL 4 Mo - ET ER WL w WR TOTAL TOTAL VOLUMES : 220 1J16 6J 301 1101 261 25% J86 321 209 152E 289 J366 APPR=-:s: 10,98'e 85.6]% 3.'Fl^u 15.30% JO.LO% 39.30%^ 1689^0 5J.62°/^ 23.53%^ 10.32% 2i@°/n 39J6% REAKHAP AUTVIE : Il45 01 99656 i3ollISB bdol H1: 141 6864 144;. 424 20 ! 0419 120 166E 0913' 160 1 TOTAL- 3695 0960' dEdKHRVDY�s OkAkHR FACTOR COMROL: NB 6R EB WO NB 53 EO VJB 0 0 0 0 Project ID: 15-5222 W1 City: Vernon NS/EW Streets- Al,, Intersection Turning Movement Prepared eV: National Data & Surveying Services I iWA Ckic, ;}-3 Dar- 111W3dpy Daze: 4/16/2015 NIL NT NR SL Sr SR EL ET Ni WL WT WR TOTAI. LANES: 1 2 1 1 2 1 1 3 0 1 3 0 4'OOPH 38 226 16 55 219 56 92 217 54 !6 177 95 1161 4:15 PM 30 109 22 ]2. 224 59 48 21-1 49 i5 150 37 110 430PM 14 223 17 52 171 43 45 182 52 22 170 36 1032 4:45 PM 24 23 f6 226 GO 254 22 105 37 1191 5:15 PM 31 261 230 PI 66 2.19 50 259 6 45 22 222 9] 1287 515 PM &1 211 Y1 51 212 42 47 231 45 21 212 3➢ 12.12 5:45 PM 49 220 14 63 22 21 35 255 98 24 20 30 lllP 5:95 PM 32 220 D 70 226 bl 52 255 31 33 209 90 1299 NIL fIT NR SL ST SR fL fT ER WL WT P1R TOTAL TOTAL VOLUMES : 242 1]]4 137 518 V12 990 369 1801 3>/ 196 1542 339 9453 APPROACH%o's: 11.24% 82.40% 6.36% 19.90%e 61.12% 16.48% 14g5% ]OJ8% 41,"11 9.94°/ >414",0 16.32% PEAKHRSTART'TIME j 500 PM' 1 '' ]36 942 64 i 253 812, (053 0.935: •'� ] f64 f. :: 0950 E16 '61& 1&( 09US " TDi"AL- 496a •= 6.9bi ' Y PF.pk M0.40L: PEXk11 iXCYOR: CONTROL : 5I9113N,1 HE 50 Ea VA) NB SO EB WB 0 0 0 0 Intersection Turning Movement Prepared by: National Data & Surveying Services Proj¢ ID: 15-922-001 nay: Timrsddy . N1dA Cla- 4 -> Cit, Vernon Daze: 1/16/2015 AM NS/EWShcebv ? NamNaSt I I WesObgmA Olv0 - Wasb n916rtWvd NL w NR 9- ST SR EL IT FR WL WT WR TOTAL LANFS: 1 2 1 1 2 1 1 3 0 1 3 0 7:00 AI 2 34 1 2 10 3 8 ] 1 0 12 1 81 7:15AM 9 28 2 4 19 4 2 12 3 1 9 11 99 7:30AM 4 28 2 4 12 1 0 6 45 9 9 M 9:45AM 3 22 2 3 12 0 4 2 1 4 13 9 75 8WAM 9 23 1 2 12 2 7 8 3 1 12 6 81 8:15AM 4 24 4 4 19 1 1 4 2 12. 5 85 0:30AM 5 35 1 9 23 3 2 4 ) ) 17 8 121 8:45 AM o 29 4 5 16 4 4 13 6 6 V J 116 NL M NR SL Sr 5R EI. ET ER l"ll. V✓I' 4VR TOTAL TOTAL VOLUMES : 31 223 17 33 123 18 28 56 21 ).9 101 56 742 gvRR00.cx %'s: t199°/ 8329° 6,2➢% 1897 70,69% 10.34°0 25.23% 5C45°b 24.32% 15.594b W30% 30.11°c pCAKH14START E' Af3 MI 18' fib 1 8 0..613' 14 i 16 'll i•. Ob25 1A' 54 i OTl3 : 28 T(TfA1k 362 0960: 7FAk NRvoL: PV11R 11R PAG�f0R5 ' 1i3 104, e� .. 0]90 CONTROL : Slpitallzul Nd s0 Fd 4V0 NR SR E0 Wd 0 0 0 0 Project to: 15-S222-001 City: Vernon NS/EW Intersection Turning Movement Prep.red h, National Data & Surveying Services VIIVIA(Eassw I: - Day: lbmm y UOM: 4/16/2015 NI. Nr NR si 51' SR EL ET ER V1L WF tVR 3'OTAL IANCS: 1 2 1 1 2 1 y 3 0 l 3 0 4:00P11 1 17 i 9 3 3 16 3 10 4 61 4:15 PM 1 10 1 91 2 2 29 5 2 19 5 83 0:30 PM I 15 2 H 20 2 5 13 1 2 6 2 "72 4:45 PM A 1 19 0 0 y 0 91 5:00 PM 2 9 9 0 3 19 1 6 0 3 4 5 51 5:3PPi 2 6 0 11 1 0 2 6 4 46 5:30 PM 0 J 0 9 10 2 0 A 1 Z 1 1 46 5:45 PM 1 G 0 _ 13 N 1 9 3 1 2, 0 40 P9 Ll 4VR T196A1. TOTAL VOLUn1Es : IS 9$ 32 19 12 lU 21 2 Sl APPROACH 9'os : ]4J.9% PA954e 4/6% 19,63% I3.01% ]MoR J.63% I4905% IB3P% 21b5% 52.55% 2i]I% PEAKIMSTARTTIME :f 500PM d Zfl b . 0900 10 SZ ` 3 O.II8 2 i ' 3> 0 l0 V I -0>H3 0661` TOTA49 D96i` C'EAKIIR VOLq PEANN0.FM1GCORa CONTROL : 5',9na[:,o U URNS NO So FUI W0 NB SB EH V!0 R R a Intersection Turning Movement Pre91,0d by: National Data & Surveying Services Proje ID: 15-5222-W1 Day; ThursAay Pr1CIP 81 a City: Version Data: 4/16/2019 NS/EW NIL MNR SL ST SR F.L. EI' ER WL WT 1NR "TOTAL LANES: 1 2 1 1 2 1 1 3 0 1 3 0 7:00AM 1 16 0 0 11 1 3 1 2 1 4 1 44 7:15 AM 1 ] 0 0 12 1 1 0 0 0 3 3 28 7:30AM 1 9 0 1 5 0 2 0 1 0 4 6 29 7:1SAM 2 11 2 0 9 1 0 3 0 0 1 J 39 SWAM 0 1.3 0 1 a 0 5 1 0 0 3 4 35 8:15AM 1 16 0 0 10 0 0 1 1 0 9 11 37 8:30AM 2. 11 3 3 6 1 0 1 2 0 1 2 32 8:45AM 0 8 1 3 ] 0 2 0 1 1 2 3 28 NL NT NR SL 51 SR EL Li F.R WL VM WR TOTAL TOTAL VOWMES : B 9M1 G 0 G9 4 13 ] J 2 2.2 33 ).JJ- APPROACN°/°'s: ].414'° 8J.P1% 556°0 30.0090 85.00% S.OY/° 48.15% ).5.93°6 25.93°0 3.51% 3B.G0°/ S/.89% CONTROL' Spnelpal NO 50 EB Wd N8 50 [d V'1G 0 0 0 0 Intersection Turning Movement Prepaed by: National Data & Surveying Services Pfole<110: 15-5222-001 D., Thursday PN1,'1A Clazs._ R- 13 City: Vera Dale: 1/16/2015 PM NS/EWSb- tM `,(dpniC-00.$F Nam3Aa St tVanhTglon &Vd LYnsb R9�T@Wd N0RT11P0HND 500ID@ NO �E9 TMND WC3rE0UND NL N1 NR 5L ST SR EL ET ER WL WT WR TOI AL LANES: 1 2 _ 1 _ 1 I 3 0 i 3 0 1:00PM 0 9 0 2 6 3 0 2 0 0 0 5 2/ 9:35 PM 0 D 0 0 9 1 2 0 1 0 0 1 22 1:30 PM 0 i0 0 2 6 1 1 3 0 1 1 1 26 9:95 PM 1 6 0 0 t 3 0 0 2 2 1 19 S:WPM 0 'I 1 0 6 0 2 1 0 3 0 1 20 5:15PM 0 5 0 1 1 2 2 1 0 1 0 3 16 5:30PM 0 2 0 A 5 3 9 3 0 0 0 0 16 SAS "1 0 3 1 1 0 0 0 1 1 . 0 1 9 NL NI' NR SL ST SR EL Er ER Nll. WT WR TOTAL TOTAL VOLUMES : 3 97 2 ] 3B 13 11 11 9 J 3 13 15, APPROACH%':: 200% 99.00'•/e 9.00°/ 12.01% 65.52% ).2.91% 9231% 92.31% 15.38°/ 30.93% 13.09% 56.52°/ PUKHRSARTTIME: ;509PM '19 0.6ti 05i6 OB25 > TAM 095T s -PEAI(HRvoL= Z .. PEAKI CONTROL : Slgpoh7 0 NH SS EO W0 S 50 H W0 0 0 0 0 Dale: 4/1&2015 Day: _ Thursday E 6 24th St-25th St 238 1':; 1 0 1{: 1 273 0 1 :':...: "1 07 F 56 o e 6Mrt End AM 7:00 AM 9:00 AM NOON PM 4:00 PM 6:00 PM Total Ins & Outs YTM Peak Hour Summary Prepared by: NDS National Data & Surveying Services Alameda Stand 24th St-25th St, Vernon Signalized 1135 1 u 1u r 4 1194 86 1043 i 74 ProjecVl: 15-=-002 City: Vernon AM Peak Hour 730 AM NOON Peak Hour PM Peak Hour 430 PM 85 232 1 1 0 1 :.1 377 Total Volume Per Leg Intersection Turning Movement Preparc0 by: National Data & Surveying Services PrOj= ID: 15-5222.-002 1ifWA Classes :L - B City: Vermn Day: Y urs!ay Date: 1/16/2015 NL NY NR SL 9 SR EL U ER WL V✓T WR TOTAL LANES: 1 3 1 1 2 0 0 I 0 1 1 0 7:0 AM 10 237 13 23 183 11 6 14 ) 5 27 24 S60 >:IS AM 14 254 10 21 183 8 5 13 4 6 35 24 577 230AM 12 26S 6 15 221 a 6 18 11 y 29 23 G20 7:45 AM 17 262 15 25 307 9 > 24 12 10 25 16 729 B:WAM i2 249 26 13 210 9 3 19 9 9 33 15 605 8: 15 AM 31 237 21 8 237 23 13 16 ly 3 14 y fit) 8:30 AM 14 169 23 16 218 6 U 13 J 10 10 15 513 8:15 AM 10 199 19 15 181 11 J 16 10 9 18 12 510 NL M NR 51. $t' SR EL ET ER NIL WT WR TOTAL TOTAL VOLUMES : 120 1815 133 S36 IT 81 59 133 75 59 191 136 1741 APPROACH °Poz: S.G4% 88.11°a 6.25°e 694% 88.93°0 4.13% 22.ID°a 99.81% 2B.f9% 1528% 99.90% 35.23% CONTROL : SI9iWlixM NB SB B WB 0 0 0 0 0 1 1 NB 50 R 2 1 0 0 0 Intersection Turning Movement PiRl"'d by: National Data & Surveying Services Project ID: 15-5222-W2 M, Thursday FL WA Classes i-:3 City: Vernon Date: 4/16/2015 PM NSJEW Stree[s' NomMa S( (ddllled#SL; 391h 6C•256 $t hilh ST 251h�5t N1. LIT NR SL 5F 5R R. El FR VA, WF WR TOTAL LAN(S: 1 3 1 1 2. 0 0 1 0 1 1 0 4:W PM a 256 10 40 203 10 6 24 6 0 23 23 621 4:15PM D 220 8 35 214 in 9 27 11 22 22 12. 609 4:30PM 18 226 16 4 3 228 13 8 12 12 25 V 15 668 9:45PM 21 223 15 49 258 11 11 30 13 14 V 8 670 5:00 PM 17 220 14 39 229 R 17 17 10 21 34 28 )W 5:15 PM 25 251 22 33 2.63 12 6 31 9 16 35 26 729 5:30 P11 28 227 12 43 250 8 8 35 5 15 37 22 690 5:15PM Iss 240 l5 29 Ml 17 J 30 11 2 33 30 624 NL MR SL 5i R S81)E ll II R2 Wi N! TOfpl TOTAL 112 310 B59 9 J2 8 1WL% 28 248 APPRWM"n JN1L% 82J15 5141355/V85 0.3R1% CONTROL : Slend113C11 UTURNS NS so OR W6 u l 0 1 0 0 N0 s0 ER VIR A 0 0 0 Project ID: 15-5222-002 City: Vernon NS/EW Streets: Intersection Turning Movement vrevarea by: National Data & Surveying Services Day: Tll. 0Y HWA Glass:s G' Date: 1/1612015 NL NI NO SL ST SR H. FT E'.R WL WI' WR TOTAL LANE 1 3 1 _ 2 0 0 1 0 1 1 0 ]:OOAM 0 2D 1 2 13 0 1 0 0 0 ) 6 58 7:15AM 2 31 2 2 13 0 0 0 1 1 0 5 9 I:30AM 0 30 0 2 17 0 0 0 1 0 1 2 53 7:i5 AM 1 26 3 5 15 0 1 1 0 1 4 1 GO 8:00 AM 0 22 1 2 8 0 0 0 0 1 3 1 38 8:15AM 3 32 0 2 11 2 0 2 0 0 4 4 AS 8:30AM 1 32. 2 V 25 2 2 2 0 0 11 5 80 8:45AM _ 35 0 2 2a 1 1 3 2 0 34 3 87 NIL NT NR SL ST SR Et ET ER VIL WR TOTAL TDIDLVOmMEs: 9 236 9 26 129 5 5 8 4 3 37 28 499 APPROACH'XI's: 3.5% 92.91%i 3.SA%e 1fi25% 80,63°k 3.33°0 2211% 4I.06% 23.53°/u 4A3% 54A1°/° 41.18% iPE mu StA"F E n bnO AM 4 110 4< 0893 14" 53 a, 0845 1 3 662 ,3 7. 12 9 0319` [TOTALF. 210 0885 a'FnicxavbL. PEALdDREACTOR: CDIRwL : 5poai[aJ N8 58 ES W8 NB 50 EB WS 0 0 0 0 Intersection Turning Movement Prepared by: National Data & Surveying Services Pr,ect ID: 15-5222 W2 OR, TRursday FHWP C!nsses A- CiW: vemuu Date! 4/16/2015 NL NT OR SL ST SR EL Er ER WL VR WR TOTAL LANES'. .1 3 1 A 2 0 0 1 0 1 _ 0 4:ORPM 0 17 i9 15 1 0 3 2 1 3 4 52 4:15 PM t 10 2 I 20 0 1 0 1 3 3 i 57 4:30 PM 2 23 R 12 0 0 1 3 3 3 0 56 4M3 P t 11 1 2 16 3 0 3 1 2 0 96 :15 PM 1 13 3 16 0 0 3 3 I 3 54 595 PM 1 % 0 3 10 0 0 9 0 0 2 0 32 5:PM 0 9 9 10 1 0 3 1 2 1 1 39 5:45 PM 45 1 3 0 2 2 13 1 0 4 0 2 0 1 37 SL S6R L E1 V TOTAL TOTAL VOLUMES 00 6111 1 3T6 1R 161. 11 363 APPROACH/'z 3N]L% Oib90 1T3 71 00920W31Ni .!5R0 CONTROL : SlUaIaC+I N9 513 E0 V1R NO 59 EB l9R 0 0 0 0 Projxt ID: 15-5222 W2. City: Vernon NS/EW Intersection Turning Movement Prepared by: National Data & Surveying Services Day: Tnurseay PNWA ansses s - 13 Date: 4/16/2015 NL Nf MR SL 4 SR F.I. ET ER WL w WR TOTAL IANES: 1 3 t 2 0 0 1 0 1 1 0 4100 PM 0 6 0 5 0 0 1 1 1 0 1 19 4:15 PM 0 6 0 P 0 0 0 0 0 0 1 4:30 PM 0 9 0 1 5 5 0 0 0 0 1 0 a 0 16 PM 0 9 0 2 S 0 O 1 0 O O O 12 5 W:PM O 3 1 2 0 0 1 0 0 0 2 16 5:3PM 0 1 0 1 4 0 0 0 a O 1 0 9 510PM 4 0 0 5 0 0 0 0 1 0 1 11 545 45 PM i 1 J 0 0 0 0 O O 1 0 0 t ID NL M MR SL SI' SR FL FT F.R WL V✓1 WR TOTAI. TOTAL VOLUMES : 1 42 3 9 1 41 0 0 3 2 3 1 9 110 nPPROACH-N: 2.12% 91.30% 6.5J.% 14.5a% 05.42% 0.0041° 0.wl/ 60.00% 40.00% )'/.27°n 9.W°% 63.64% PEPiFH0.'SFFf1T'nHE: XM1IP PM ��" PEgKxD�a PEnKHP FncT6k. D5&i 0712 i 05da O.iW -;. D950'.. CONTROL : StgPafi,M NB S6 ED WH NO SB CB ND 0 0 0 0 ITM Peak Hour Summary Prepan:tl by: NDS National Data &Surveying Services Alameda Stand Alameda Street Crossing, Vernon Date: 411612015 Day: Thursday M®o®= m®o®m oun e : start End AM 790 AM 9:00 AM NOON PM 4A0 PM 6.00 PM Total Ins & Outs Protect it _ 15-5222-003 Wnes 8 2s 1 City: Vemon 1]3 1312 AM W ® m 4=OF --]C Stgnalizetl ,r F-71 ED C =* 113 278 I a] AM NOON PM �nL V WB 498 F-1 AM �� NOON 933 10 I 14X 1 I 0 I e.. Total Volume Per Leg intersection Turning Movement PW,,,Ra hn National Data & Surveying Services Projmt ID: 15 52R. W3 UTy: Thu Aay (H:i1F LINcv_: A d city: Vernon OaM: 9/16/2015 AM ns/HY Streets __..t PIOMPll&SE AlamCdd35t N8n1�2 ShmKCrtsgn9 :.�AaInlY196UC¢[C{a4j2q� NL NT NR Sl. ST SR EL f:T ER WL VN VJR TOTAL LANB 0 1 0 1 2 0 2 D 0 0 0 0 7rWAM 0 85 0 29 ll3 o to D o 0 0 0 464 7:AS AM 0 107 0 25 170 0 164 0 0 0 0 0 436 2:30 AM 0 103 D 26 2&M1 0 191 0 0 0 0 0 524 7i45AM 0 124 0 T 284 0 17S 0 0 0 0 0 626 SWAM 0 109 0 26 184 0 178 0 0 0 0 0 497 8!15 AM 0 75 0 52 253 0 196 0 0 0 0 0 96 830 AM 0 63 0 31 195 0 139 0 D 0 0 D 429 8 As AM 0 78 0 36 155 0 163 0 0 0 0 0 432 NL NT NR SL ST SR :: ET PR WL WT WA TOTAL TOTALVOLUMES : 0 I44 0 365 1619 0 1406 0 0 0 0 0 401t APPROAC1196's : 0.00% IOO.00"/e 0 W% 11.07% 35.93% O.W?'a IW0Wo W O.A 0.00% HUIV/D! ADN/01 ADIV/D! CONTROL : V9na:lEeU NR SO ES WO R8 0 EO I NO 0 0 o D Intersection Turning Movement 9""U"eG by: National Data & Surveying Services Project 2D: 15-5222 W3 Day: Thursday PNwA Clilsxs'A -3 City: Vernon Dnte: 9p6p.015 LANES: NIL 0 NT 1 MR 0 SL 1 SI 2 SR a EL 2 R 0 LR 0 WL 0 %VT 0 WR 0 l'OTAL 9:W PM 0 111 0 311 107 0 161 0 0 0 0 a SIG 4:15 PM 0 &1 0 4G 189 0 162 0 0 0 0 0 583 490 PM 0 100 U 238 0 155 0 0 0 0 0 541 445 PM 0 83 0 R 210 0 179 0 a 0 0 a 541. 9W PM 0 95 a s0 222 0 193 0 0 0 a 0 560 5:1s PM 0 u9 0 IkI 212 a 181 0 0 0 a 0 583 530PM 0 112 0 62 213 0 149 0 0 0 0 0 541 5:45PM 0 1W 0 67 191 0 163 0 0 0 0 0 535 NL NM MR sL SI" SR tl ET ER VJL Wf 4VR TOTAL TOTAL VOLUMES : 0 815 0 M9 18J2 0 135J 0 0 0 0 0 4293 APPROACH l.'s: O.W$ 10OW/o ODO9% ].LU% J883% 0.00°/e O 100.M, 0.00°/ O.UUS 901V/0! TUN/0! IION/0! PEUGMId5'FART "FINES Lg30 Plk' 0`54J 0i 0834 HS, 882' 0 4 71 - 000 I. TIXPAks. � 0055 F eFAKN0.YUL: 1 R4AKNR EAL`fOA r CONTROL : Si9edlizeJ NO SH EB W0 a a O 1 a a 1 J 00 Project ID: 15-5222-003 City: Vemmi NSJEWShcets: Intersection Turning Movement PrePPred by: National Data & Surveying Services Day: Thursday ?'46J11 t„ipyv� {.Y Date: 4J3612015 NIL NT NR SL ST SR R. ET OR WL 4VT WR TOTAL. lANLS: 0 1 0 1 2 0 2 0 0 0 0 0 7:00AM 0 ly 0 4 11 0 10 0 0 0 0 0 92 ]:15 AM 0 18 0 5 10 0 17 0 0 0 0 0 50 7:30AM 0 19 0 5 12 0 14 0 0 0 0 0 50 7:45AM 0 ly 0 6 12 0 11 0 0 0 0 0 46 SWAM 0 11 0 3 6 0 13 0 0 D 0 0 33 8:15 AM 0 is 0 5 6 0 15 0 0 D 0 0 M 8:30 AM 0 17 0 5 2 0 21 0 0 0 0 0 65 8:9SAM D 1> 0 ] 16 0 15 0 0 0 0 0 55 NL NT NR SL ST SR EL ET F.R VJL TT WR TOTAL TOTALVOLUMEs : 0 139 0 90 95 0 116 0 0 0 0 0 385 APPROACH zd 0.00 %o 100.W^/ 0.00% 2si3% 1037% 0.00%100wk 0.00'/ 0.00°/0 #DN/0! NDIV10! ilD1VJ0! -PFiC -flKSY YttME i S]d0 AM 14 36 0 ,Bs D 0 0 'ViM 0.893, Rwa TOTnEd 08882. ' ceAKxR.VO4; RPAK1 kiACfoR: @ 65 `U '0855' CONTROL : 5!gpNr,A UTURNS NB Se 6U VB NB 50 CB 4'!B 0 0 0 0 Project ID! 15-5222-003 City: Veman Intersection Turning Movement Preparetl by: National Data & Surveying Services VMA A - Y Dar: Tbarsday Date: 4/16J2015 NI. NT NR SL $1 SR P1 ET ER WI. WT WR TOTAL LANES: 0 1 0 1 2 0 2 0 0 0 0 0 4:OO PM 0 10 0 12 6 0 8 0 0 0 0 0 36 4L15PM 0 It 0 .5 12 0 13 0 0 0 0 0 49 4.30PM 0 12 0 9 8 0 11 0 0 0 0 0 40 4:45 PM O ) 0 8 13 0 ) 0 0 0 0 0 35 S:OOPM 0 8 0 10 it 0 8 0 0 0 0 0 37 5:15 PM 0 2 0 I 6 0 5 0 0 0 0 0 20 5:30 PM 0 6 0 G 7 0 3 0 0 0 0 0 22 5:45 PM 0 4 D 9 4 J 5 0 0 0 0 0 R NL NT OR SL ST SR EL ET ER VJL Va WR TOTAL TOTAL VOLUMES : 0 fi0 0 74 6J 0 60 0 0 0 0 0 l61 APPROACH %a's : OWT. 1 OM/. R W4 s).A8'/o 925F/ O CpY/e 100.0W/o 0A R 0 V iLDNJO! AOIVJO! kUWA! [,PEAK•MRSTARTTIME: '43DPM OBSI: 31 0 D 0 0 ,' i 0 TOTAL PEA j10. PACTOR: 06d'n CONTROL! 5lgnali2e4 NB SB ES W13 N0 B 1 50 0 0 %, WB0 Intersection Turning Movement prepaMd ey: National Data & Surveying Services Project ID: 15-5M W3 Day: Tnwsday F96fFl 8 - 13 City: Vernon Date: 4/16/2015 AM NSIEW arec ma CC St AIa�"St NI. M NR SL SI SR E. U Di WI. WT WR "TOTAL 1»NEC 0 1 0 1 2 0 2 0 0 0 0 0 I:ODAP1 0 9 0 9 I 0 6 0 0 0 0 0 25 7:15 AM 0 4 0 1 2 0 2 0 0 0 0 0 9 7:3D AM 0 2 0 3 4 0 1 0 0 0 0 0 10 7:45 AM 0 ] 0 3 1 O 5 0 0 0 0 0 16 8:00 AM 0 - 0 2 6 0 3 0 0 0 0 0 16 515 AM 0 9 0 2 6 0 9 0 0 0 0 0 25 0:30 AM 0 9 0 2 3 0 4 0 0 0 0 0 18 0'45 AM 0 5 0 4 5 0 5 0 0 0 0 0 19 NL w NR 51. ST SR LL LT ER lIL V✓I' VIR TOTAL TOTAL VOLLWE : 0 40 0 21 34 0 35 0 0 O 0 0 13R APPROACH Ws 1 0.V1I 100,WA O.W11 31 .'W% AI.W% 0.`PM, 1003DYI. 0.00'b O.W'/o RDNi01 4DIV/0! BD1Vi0! Par"n LARZTIHe ` k95 0� 22 Oi '064 Sd 15;, 0 089R is, OsW OODO :' TfNALI OR69 PFAKiiRy0c; PFAR.NRPAOfOR :' CONTROL : 519e1111,d NA 50 LR NIR NB 50 CB P1B 0 0 0 0 Intersection Turning Movement prepared by: National Data & Surveying Services PO,ID: 15-522? 003 Day:'rhaOday FHWA cal", U- 13 City: Vernon Date: 1/16/2015 NIL A7 NR SL ST 5R R ET ER VA- VT WR TOTAL UJJiS: 0 1 0 1 2 0 2 0 0 0 0 0 4 DO PM 0 5 0 a 6 C 2 0 0 0 0 0 17 9:15PM 0 2 0 2 6 0 3 0 0 0 0 0 13 9:30 PM 0 3 0 2 3 0 I 0 0 0 0 0 15 4:95 PM 0 z 0 3 3 0 1 0 0 0 0 9 5:00 PM 0 3 0 J. 1 0 2 0 0 0 0 0 11 5:15 W4 0 0 0 2 3 D 3 0 0 0 0 0 8 Sc30 PM 0 1 0 a 2 0 3 0 0 0 0 0 A 5:a5 PM 0 2 0 0 2 0 5 0 0 0 0 0 9 NL NT NR SL ST SR EL L7 CR WL va WR TOTAL T0TAL VOLUMES : 0 10 0 1% z9 0 26 0 O O 0 0 90 APPROACH%o's : O.W% 100.00% O,W 30.96°/ 63.M% O.OW/ t.`./ O.W'/u O.CO'/o ADIV/0! ADVA0j IIOP//0! CONTROL : SI9nal,Cd NO 50 OR WN Nfi SB lR Y.�0 D D c o Date: 4/16/2015 Day: I..sd.y y a 27th St � 0 0 rD� o oo.. S1.0 End AM 7:00 AM DADAM NOON PM 4:00 PM 6:00 PM Total Ins & Outs ITM Peak Hour Summary Prepared hy: NDS National Data & Surveying Services Alameda Stand 27th St, Vernon Project It: 15 5=2 ,l CRY: Vemon AM + -5310 � 1 NOON J AM Peak Flour 715 AM NOON Peak Hour Q59 PM PM Peak Hour 500 PM 1-Way Stop (We) 312 [0 F�lo� 1 0 1 I 474 1 L Fo l .31 �� I 15 60 1 1 0 1 ;1 32 Total Volume Per Leg Intersection Turning Movement Pre"""' 6y: National Data & Surveying Services ProjaotlD: 15 S222-004 Day: TbRAday EH'wA Cl,,,, 9-3 City: Veraw Date: 4116P.015 AM Ns/EWstreel,,N3m6'f&$L L i AId SC "r 276,# ` . 2J i 7 NORTHBOUND SOUOIBOUND EASIEOUNO W551BOUND NL NI IR SL ST 5R N. a CA WL 4N VIA TOTAL TANGS: 0 1 0 0 1 0 0 0 0 0 1 0 ZOOAPt 0 73 6 10 is 0 0 0 0 3 0 15 122 215 AM 0 9S 0 4 SS 0 0 0 0 3 0 15 1so 7:30 AM 0 93 9 5 19 0 O 0 0 2 0 15 143 7 45 AM 0 93 16 9 33 0 0 0 0 3 0 19 178 3:00 AM 0 100 11 6 14 0 0 0 0 2 0 8 141 815 AM 0 66 12 13 43 0 0 0 0 4 0 8 116 6:30 AM 0 49 6 13 12 0 0 0 0. 1 0 9 90 8:15 AM 0 70 10 16 22 0 0 0 0 2 0 10 130 NL NT NR SL - SA EL ET ER NJL vT WR TOTAL TOTALVOLUMEs : 0 G99 'S ]6 183 0 0 0 0 >0 0 59 IlW APPROACH%b: OLl 69.2L l0.Bo% 29.34% J0.66% O.W'/° IJDIVIO! ADIVJO! 4DIV/0, 16.81% 0.CO'/ 83.19°0 PEAtR R satAUT , " 7kS AM . 01 396 .' 4nr Z4 0. 3 .93 6685 0000 0 ., O]61 5Y, TQfN-± 812 1 OB6D! ' a(;AkNRYOi.. PFnkH Fn OR: CONTROL : z- Way Stop (WE) UIUNNS AS 50 ED WU Ns SH Es W8 0 0 0 0 Intersection Turning Movement PrepHreU by: National Data & Surveying Services Pro7ec[ro: 15-5222-M oay: TpursaTy FNl'J..A Classes t - o City: Vernw Data: 1/16/2015 PM N6/EW 6Preots AlaTpak[Sf AIaM¢1(a SC ,ZJ�6k . 2]II15t� e NMFFI I1NO SOlT BOUND E TBXXNU WES7E(HMD LANES: NL 0 NT 1 NO 0 SL 0 5T 1 SR 0 EL 0 Ef 0 ER 0 VOL 0 %VT 1 VJR 0 TOTAL 1 OO PM 0 101 6 5 28 0 0 0 0 4 0 W 159 4:15 PM 0 6S 3 5 0 0 0 0 0 0 12 136 1:30 PM 0 100 7 35 0 0 0 0 13 0 6 16P 4:45 PM 0 76 6 S 61 0 0 0 0 9 0 4 164 S:OOPM 0 36 1 5 44 0 0 a 0 11 0 12 159 S:15 PM a 101 6 4 65 0 0 0 0 10 0 9 195 530PM 0 032 4 4 59 0 0 0 0 15 0 31 195 5:45 PM 0 90 • W' 0 0 0 0 5 0 AI 193 NL Nf NR SL 4 SR EL ET ER VOL VVr WR TOTAL TOTALVOLUMIS : 0 JOl 31 43 101 0 0 0 0 15 0 302 1353 APPROACH %'s : 0.00% 95.11% 4.23% 9.68% 90.32% O.00% 6U1V/o! 6DIV/0! NOIV/0! 42.37% OAO% 52.63% PgAKHROFFARTnME 'I, 500PM R 359 1& }T. 230.` b 0874 IXe�b •O :' 0. Os 41 0 66 0000 p502.f 7vD'FAIrz J'SZ 0.435i Pi•AIt NA VOL • pEAIfIB HltTtl0.e CONTROL: POO, Slop(WO) NO 59 EU R•0 a 0 0 0 1 0 0 NO 0 ft 0 0 1 0 0 Project ID: 15-522 004 City: Ve"w NS/EW Intersection Turning Movement Prepared by: National Data & Surveying Services H IA3-T Day: nmnJay Woo: 4/16/2015 NL w NR SL Sl' SR CL CT ER WL VT V411 l'OTAL LAN( 0 1 0 0 1 0 0 0 0 0 1 0 I:WAM 0 15 0 0 5 0 0 0 0 0 0 0 20 7:15 AM 0 19 0 0 2 0 0 0 0 0 0 0 21 7:30 AM 0 19 0 0 % 0 0 0 0 0 0 0 26 7:15 AM 0 17 0 0 5 0 0 0 0 0 0 0 22 G:WAM 0 14 0 0 5 0 0 0 0 0 0 0 19 S.15AM 0 14 0 0 3 0 0 0 0 0 0 0 17 9:30 AM 0 20 0 0 8 0 0 0 0 0 0 0 20 8:45 AM 0 16 0 0 4 0 0 0 0 0 0 0 20 NIL - NR SL ST SR CL ET ER V!L WT' N10. TOTAL iOTAt VOWMES 0 134 0 0 39 0 0 0 0 0 0 0 1%3 APPROACH %o's : O.CO°/ IOO.Wu 0.00°/a O.OW/e SOO.W'/o 0W'/o 7110! kDIV/0! ,'LIV/0! "DVW/0! RDIVA! HDN/0! PFIIIENTEfl. 'ARTRTMEe� 3%IS AM 0. 69 D' 0'SJ." q 0909 OdPJ b ;.. 0 0 0000 '0 01 0 OOOtl �; TOtALt 08501 2P0RCHkVO,.. �PEni7t(nPAttott. CONTROL : 1-W., St, (w9) No 5S ER WS NB I se I EH I Wo 0 0 0 0 Intersection Turning Movement Prepared by: National Data & Surveying Services Praje tlO: 15-5222-001 Uay: Tnaaday PNYJP CIas Sa-7 City Vernon DIM: 4/16/2015 PM NS/EWSFeets J6,l dart -MmeaSF 2]Uu Sk i>U[Sfr/ NL NT MR SL Sf SR EL R ER WL va WR TOTAL -ANES: 0 1 0 0 1 0 0 0 0 0 1 0 4A0 PM 0 9 0 0 9 0 0 0 0 0 0 0 10 4:15PM 0 19 0 0 12 0 0 0 0 0 0 0 2.9 4:30 PM 0 9 0 0 9 0 0 0 0 0 0 0 30 445PM 0 9 0 0 13 0 0 0 0 0 0 0 21 S:W PM 0 6 0 0 9 0 0 0 0 0 0 0 ]5 S: SS PM 0 6 0 0 > 0 0 0 0 0 0 0 13 530PM 0 4 0 0 2 0 0 0 0 0 0 0 Il 5:45 PM 0 6 0 0 0 0 0 0 0 0 0 10 NL NT NR SL SI' SR EL ET ER WL V/f V1R TOTAL TOTALVOLVMES : 0 65 0 0 %0 0 0 0 0 0 0 0 135 APPROAGII°%'s: 0.00k IN W11 O.OW/o O.Oo'/o 100.00'/0 0.00% 1/DiV/01 ppN/01 UOIV/01 /IDIV]01 1kONl0! IIDNl01 CONTROL : 1 `Nay Stop (WEM NB SO EB WB NB 500 EB0 0 OR i 0 Intersection Turning Movement Pre,.,ed bV: National Data & Surveying Services Project 10: 15-5222-Ml Day: murs0n F WAC! 8-13 City: VemOa DatP: 1/16/2015 AM NS/EW Btreats. } AfamT,dd SC '+ AdlgEtlji S[ � 21t115t 27h F771 NORTHDOUND SOUTHOOUND EASTWUND IML51WUND NL NT MR SL ST SR EL LT ER NIL V I WR T01TL LANES: 0 1 0 0 1 0 0 0 0 0 1 0 >:COAM 0 J 0 a ] 0 0 0 0 a 0 0 14 7:15AM 0 9 0 0 0 0 0 0 0 a 0 0 4 7.3D ANI a 3 0 0 4 0 0 0 0 0 0 0 J 7:15 AM 0 J 0 0 1 0 0 0 0 a 0 0 O O:OR AM 0 5 0 0 4 0 0 0 0 a 0 0 9 8:15 Ant 0 B 0 a 0 0 0 a 0 0 0 0 O 8:30 AM 0 9 0 0 5 0 0 a 0 a 0 0 14 3:95AM 0 5 D a 4 0 0 a 0 0 0 0 9 NL NE MR SL Sf SR EI. E7 CR WL VJT V!R V' TOTAL TOTALVOLUMES : 0 98 0 0 25 0 0 0 a 0 0 a 73 APPROACH z:: 0.00°o W000'/ 0.OWb O.DW/e 100.00A OAO% &DIV/0! aDIV/0! RDN/0! NDIV/0! 4DN/0! 4' P' HWC ART TY n E715AM, d F 0568 0000 OOCR T0IA4 PFAHHRVtiL: P2AKxk PALLOR: %. Ol 19 0,'. `. 06Y4 CONTROL : 1-W, Stop (WB) !R1 RNS NB 55 EO WB NB SB EB WB a o a a Intersection Turning Movement Prepared by: National Data & Surveying Services Project 10: 15-5222-104 Day: Thursday EMVJ.A ❑asses 8 -'13 City: Vernon Date: M1/16/2015 NL Pn NR SL 51' SR EL PT ER WI" \VT \VR 'T01"AL WIM 0 1 0 0 1 0 0 0 0 0 1 0 4:DO PM 0 2 0 0 6 0 0 a 0 0 0 0 8 4:15PM 0 3 9 0 1 0 0 0 0 0 0 0 4 4:30 PM 0 2 0 0 3 0 9 0 0 0 9 0 5 4:45 PM 0 3 0 0 0 0 0 0 0 9 0 0 3 5:00 PM 0 2 0 0 5 0 9 0 0 0 0 0 5:PM 0 5 9 0 3 0 0 0 0 0 0 0 6 5:30 PM 0 0 0 0 3 0 0 0 0 0 0 0 3 S:45M1S PM 0 5 0 0 1 0 0 0 0 0 0 0 6 NL M NR SL ST SR EL ET ER V/I- Nrt W0. TOTAL TOTAL VOLUMES : C 32 0 CS0. 0 2.0 0 0 0 0 0 0 0 42 APPROACH %'s : 0.00% 100.00'/0 0.L 100-0 , .5 ti01V/0! UO1V/0! /IDIV/0! "CP IAj. I DW/Oi LD1V/01 'PEAMNRibTARTV E 11 —500PM ,Oi', T2 d D5W b Lai 0 0.50(7 Q O Q - OOIq 0000' TOTAL` 093&: P�tIYi10.V0}: PEA1CHke6OR: CONTROL : 1-YRy SIT, (WB) NS 5B EB WB NB SN EO WB 0 0 0 0 Date: 4/1612015 Day: Thur M.y 260 1' 6:;1 0 1':k:1 320 �sr�st���®��yf•4 o �ronw- Slart End AM 7:00 AM 9.00 AM NOON PM 4:00 PM 6:00 PM Total Ins & Outs %TM Peak Flour Summary Prepare) by: National gala &Surveying Services Alameda Stand 38th St- 41 th St. Vernon 1284 0 1144 Signalized 860 28 ,.: 1167 1 71 CDC 29 :F 4015 J 39 925 Project R_ _ 15-5228005 City: Vernon AM Peak Hour 70DAM NOON Peak Hour PM Peak Hour A30 PM 2e4 I`i 1 0 1ar:1 V3 Total Volume Per Leg Project ID: 15-5222.-005 City: Vernon NSIEW Rrnets: Intersection Turning Movement P'"Rrcd by: National Data & Surveying Services i41WIA Clesse3l 3 DAY: Tl, rs y DAN,: 4/16/2015 NL NT NR 51. 9 SR EL ET ER WL WT WR TOTAL IANEs: 1 2 0 0 2 0 0 1 0 0 1 0 TWAM 3 246 1"P 2 169 Zl i) 31 tt 4 44 5 524 7:15AM 6 291 25 2 348 14 16 4s 10 1 15 8 6W 7'30 AM 4 285 12 3 182 15 19 53 11 J 35 10 634 T45AM 12 266 11 10 216 13 25 45 15 13 34 15 656 8:00 AM 8 258 9 9 162 17 76 38 4 ) 23 15 W1 8: 15 AM 6 219 5 6 209 15 30 29 12 5 12. 10 558 8:30AM 2 112 5 5 181 14 14 31 6 6 21 8 TO 8:45 AM 8 189 19 3 143 11 16 21 2 6 33 35 462 NI. NT NR is ST 5R EL 9 ER WL N? WR TOTAI. TOTALVOLUNES 1 51 190fi 93 11;1415 120 163 296 T1 49 217 86 4549 APPROACH Ws : 2,63% 92,84% 4.53°/0 2.85% 89.56% 7.59% 30.15% 55.43 % 14.42%n 1293% 64.66% 22.51% Pfkkll 3l'AFf tt(AE: >]bO AM 101& "64 4 715 d3 , " 2S ilS '; 4S ;; ,Z5 158 ,%. 38 ��" , 24M 'FalkxR4tl6. PPMF3IREAGEDIi: D.9'!5 0M7 -0872 069]: 0.920 CONTROL : 1,oTaYzed 6 8 ED W6 Nso 55s Q6 Wa � Intersection Turning Movement Pr .,d by: National Data & Surveying Services Project l0: 15-5222 WS DRY: TlI,,�Ay PWWA gasses 1- 3 City: Vernon Date: 4/16120/5 NS7EW NL NT NR SL Sf SR EL ET ER WI. w WR TOTAL LHNPS: 1 2 0 0 2 0 0 _ 0 0 1 0 6:0)PM 10 232 15 12 166 24 6 39 7 10 51 j 597 4:15PM 10 234 10 13 155 15 11 90 .l7 5 47 5 562 4:30PM 3 241 9 9 209 30 13 112 0 14 S) 5 646 4:45 PM 6 253 6 16 PI 16 ID 43 15 7 615 PM 10 253 R 16 24 33 20 23 23 43 R 623 £15 PM 515 30 267 16 155 24 9 46 12. 49 623 5:30 258 6 6 13 176 23 5 55 21 3 6 Si 3 3 593 S.95 PM 6 6 256 6 12 176 146 D 15 46 11 9 ail 7 563 NL NT NR SL ST SR EL ET LR WI. V✓i' WR TOTAL TOTAL VOLUMES : 65 1969 71 101 13BB 192 75 305 11I IDS ID4 SS 9863 APPROACH°/'s: 3.09% 93.54°/ 3.37% 6.01% 82.57% S1A2% 13797% 64.25% 21]9% 1R."S% 71.11% 1019'/° PEA 11RETARMME ; ' 430 PM ITOTN.A 29 f0i3 YQ �0443, 5L 745i 93'1 d.89G 6 : 3bS' 61.r D919 66 194 2 0,90 28 1523 n476 PEnKHA Vo6'^ PEAK xR PnmDA: CONTROL: Sgnal,ed NH 5R E5 WR NO SD EO WR D z D D Intersection Turning Movement Prepared by; National Data & Surveying Services Project TD: 15-5221-WS Day; TluirsdaY FHYJALlasrd- City; Vernon Date: 4/16/2015 PIL NT NR SL ST SR R EL M VA WT `NR TOTAL LANE: .1 2 0 0 2 0 0 1 0 0 1 0 ):WAM 1 16 1 0 12 0 0 1 0 0 1 1 33 7:15 AM 1 16 1 0 9 0 1 2 0 0 1 32 7:30 AM 0 16 1 0 16 0 1 3 0 2 3 0 42 IHS AM 0 11 0 0 16 2 0 2 2 1 2 0 36 8:00 AM 0 lJ 1 0 5 0 0 0 2 1 1 1 28 8:15 AM 0 17 1 0 9 2. 0 0 1 1 1 1 33 8:30AM 0 26 0 i 17 1 2 1 0 2 1 1 52 8:45 AM 0 22 3 1 11 3 1 3 0 0 3 2 49 NL M NR SL ST 5R EL ET ER W1 W1 WR TOTAL TOTALVOLRMEs 2 141 8 2 95 8 5 12 5 ] 13 ] 305 APPROA[H: 1.32°e 9338°b 5.30% 1.90% 90A8% 7,62% JJ..73% 54,55% JL]3°a 25.93% 48.15% 25,93% PEAKHRi AR Tn1E: , + ORAK 2` -54 3 �0 BB9 0 53 ; 2 6iKhti 2 H 2 1�.OJSU 3 7 060b ' 7O4 143I'AL 1 0920' pkHRVOL :,. ' PEAKMRKdt('oR: CONTROL : Sjbi,6r td No Se ea wR N5 B B WB 0 0 0 Project ID: 15-5222-W5 City: Vernon NSIEW Intersection Turning Movement Prepared by: National Data & Surveying Services I:HWA Clus-�-, n 7 Dm: Tne;Oday Date: 9/15/2E1S NL N1 HR SL Sf SR F.L ET ER Vol. WI WR IMAL LNNES: 1 2 0 0 2 0 0 1 0 0 1 0 9:WPM 1 13 1 0 ] 0 1 1 0 0 0 2 26 415Pi." 0 15 0 1 8 0 2 1 2. 0 1 0 30 430PM 0 11) 9 1 9 0 2 3 0 0 1 1 30 9:55 PM 0 19 0 0 10 1 2 5 2 1 1 0 36 S:WPM 0 3 1 0 12 0 1 M1 0 1 1 0 25 5:15 PM 0 5 0 2 2 0 0 3 0 0 0 0 12 5:30 PM 0 5 0 0 7 1 1 0 0 1 2 0 17 5:45 P11 0 8 0 0 2 0 2 5 0 0 0 0 17 NL NT NR 9L SI' SR FI. ET ER WL WT lNR TOTAL TOTAL VOIHHEH 1 75 5 9 57 2 11 22 1 3 6 3 193 APPROACH %'s : 1.23% 92.59% 6A 6.35% 9018% 317 2..9113% 59A6% 10.81% 2sW % 50.M% 25 W PEAK HNSTARITIMEn ' �OPM 0,6N Dnf O6Ik 6.750 TgTAd 09761 PERRMR FADfaR: CONTROL : 5;9nall' A N9 SR EH VIe rv8 5o0 M0 " i 6 a NL M NR SL ST SR EL F. ER VVL VR OR TOTAL, LANES 1 2 0 0 2 0 0 1 0 0 1 0 7:00AM 1 11 2 3 ) 0 0 a 0 0 0 0 24 7:15AM 0 5 1 0 2 0 0 0 0 0 1 0 9 7:30 AM 0 3 1 2 0 1 0 1 0 2 0 0 10 7,95 AM 0 11 0 0 3 0 0 0 0 0 0 0 14 S;WAM 0 4 1 0 4 1 0 0 0 0 1 0 11 0:15AM 0 13 0 0 0 0 0 1 1 0 0 0 23 0:30 AM 0 13 1 0 2 0 1 0 0 0 0 0 li 0AS AM 1 ) 1 1 2 0 0 0 0 C 0 0 1J NL W NR I [T F.It WL Wi VJR TOTAL TOTAL VOLUMES !1 2 6> 2 I 6 33 ). 1 J. 1 2 2 0 125 AVRROACH%'S: 2.63% M.16% 9.21°/ 11.630 80.49% 40B% 25.00% 5000°0 2800% 50.00% 50.00% O.CG% CONTROL : jigcellzi NB 50 FD WO NO B B VJB 0 0 0 0 Intersection Turning Movement Prepared by: National Data & Surveying Services Proj.t 10: 15-5222 005 Tiny: TForsday PNVJA Class... 8-13 City: Vernon Me: 4/16/2015 PM NS/ewsneets: ,AlamedaSG" NdrAeda'St ]6lfLS�ffih3C 3AIli5E-AAU`I S[ NMI HUMID 5OUiHe0UN0 SEAS OUND VJ SMUND NIL NT NR SL 5E SR EL ET ER WL WT VIR TOTAL N0 58 CB OR IANCS: 1 2 0 0 2 0 0 1 0 0 1 0 4-15PM 0 4 1 1 3 0 1 1 0 0 1 0 17 9:30 PM 0 6 1 0 5 0 0 0 0 0 0 0 14 4M5PA 0 3 0 0 1 0 0 0 0 0 0 0 4 5:00 PM 0 3 0 0 ] 0 1 0 a 1 0 0 12 5'.15 PM 0S 0 0 1 0 0 0 0 1 9 0 6 5:30 PM 0 2 0 0 0 0 a 0 0 0 0 8 S45PM 0 ] 0 0 1 0 0 0 0 1 0 0 9 NL NT NR SL Sf 5R EL Ef ER WL WE WR AL N0 58 E8 W8 TOTALVOLUMES : 0 37 4 ). 32 0 3 1 0 3 1 0 83 0 0 C C APPROACH /,'s: 0.00'/e 90.24% 9J6% 5N8% 4112% 000'0 ]5.00°/ 25A0% 0.00'/0 ]S CO% 25.ON 0.00°/ iPT,A16H %TARTT P0!, 430 PM ,0 78 .z OS28 ' O I4 tl.� 05tlS i 08 ,, 0259 2 0- 0 0b080` TEYEAL,: 36 `0.9]6 'dEAkHRVOG: PEAkiV0.PAcrtlR: CONTROL : 5i9nellKnl Date: 4/16/2015 Day: 1hurstley B1*RMM-=MW;Y*1 0 I''tj 1 08 0 1 1 83 corm P..mm. Star! End AM 7:00 AM 9:00 AM NOON PM 4:O0 PM 600 PM Total Ins & Outs ITM Peak Hour Summary Prepared by: NFOS National Data &Surveying Services Santa Fe Ave and 25th St 26th St, Vernon MEW, 1( 1' 234 !N= , 1 1195 Project 9: 15b222-003 City: Vernon 13227 AM '.. 0 1 NOON AM Peak Hour r15AM NOON Peak Hour 1260 1 PM PM Peak Hour 500 PM Signalized �u 10 82 ,. 1106 148 225 I r.I 0 I f1 521 Total Volume Per Leg intersection Turning Movement Prepared by: National Data & Surveying Services Proleot ID: 15-5221-OC6 Oay: Tn2stlay City: Vernon Date: 9i16/2013 NL NT NR SL 51 SIR Et. ET- FR VA, WT WR TOTAL LANf3: 1 2 0 1 2 0 - 1 0 1 1 0 ]:LOAM 12 289 1S 8 194 5 14 13 9 19 29 IS GSB 7:15 AM 24 321 17 5 220 3 8 11 10 22 42 16 757 2:30 AM 19 23 27 10 224 12 10 14 9 24 32 2.6 680 7vS AM 14 218 is 9 260 2 7 15 12 24 32 19 662 8:0OAM 13 239 24 12 222 3 6 16 19 26 45 2.2 652 8:IS AM 12 213 19 9 26G 32 - 12 11 30 32 20 7M 8 30AM 10 219 15 4 226 14 4 6 2 23 22 21 571 845M1 ID 238 25 11 252 15 25 3 13 26 25 20 621 NI. NT NR 5L ST SR EL CT F.R WL WT WR TOTAL] TOTAL V1 1141, : 12l 208G 152 68 1919 76 29 95 98 1 194 269 159 1 532.2 APPROACH W. 5.35% 88.021. 6.6911 3.30°b 93.02% 3.63% 29.04% 34.93% 36031,.1 31.19% 43.25% 25.56% CONTROL : Sig0WiCd NB Sd EN W13 Nd I 50 I 00 I Wd 0 0 0 0 Project ID: 15-5222-005 City: Vernon NS/EW Streets: Intersection Turning Movement Prepared by: National Data & Surveying Services oay: Tlwrsdoy PHVIA 1-3 Onto: 4/lfi/2015 NL N1 NR SI. 51 SR EL ET ER WL wT WR TOTAL IANLS: 1 2 0 1 2 0 1 1 0 1 1 0 4:W PM y8 DO 20 19 211 9 IS a4 30 23 18 12 689 4o15PM 11 264 26 4 222 3 17 40 19 13 2.3 2 684 445 PM 21 216 31 28 218 4 52 24 33 25 20 740 4:45 PM '11 285 21 26 222 2 9 9 39 13 13 22 10 6G6 5Z PM 14 259 35 16 222 11 52 19 12 13 706 5:30 PM 26 259 20 ZS 6 28 52 Al 20 30 30 15 721 )M 5:3o PM 2]. 252 30 261 267 9 21 @ 26 15 22 %61 5:45 PM 17 259 35 30 30 2S/ % 22 60 24 l5 II 8 8 Jfi1 Ni N21R S13% Sl" 5R L W `RR TOTAL 188 99 ]419 Jo 8)5.Io/9G%aPPROnCH°s: 9.Lfi .4 2.32% 39.L3a ).fi/ o 312T0iaLVOLdmS 2.J3 PEAK KRSTARiST Es e50DPM, 95 ' 973 2], a9� - 85 - i38 24 '- 62 ;,95 „ ,So 'D eE6 'D.�si ,TDIAM. 196E tl9wi EeAKHRYae s Peak HREAccDR. 14 4055 129 a9as CONTROL : SI9nnFzxl UFURNS No SS ED wa NB P m 7 0 0 0 0 Intersection Turning Movement Prepared by: National Data & Surveying Services Project 10: 15-5222 LOS Day: Thu¢day 1Bmlact. i I ] City: Ve ron Date: 4/1617015 NL w MR SL ST 5R El- ET ER WI. Va OR TOTAL IANs: 1 2 0 1 2 0 1 1 0 1 1 0 7:00 AM 0 21 1 1 20 1 7 2 2 1 11 3 75 7 is AM 4 18 7 0 12 0 0 2 1 1 5 1 51 7:30Ani 1 12 6 2 12 0 1 2 2 1 13 2 54 7:45 AM A 30 1 5 12 2 1 6 0 4 5 1 48 8:00AM 26 2. 1 12 2 3 4 2 2 8 5 68 8:15AM 2 29 2 1 i8 1 4 3 0 4 11 3 78 8:30 AM 3 29 4 5 15 0 2 4 3 3 8 6 82 8:45 AM 1 36 7 3 12 0 5 1 0 4 10 4 83 NL FIT NR SL 5T SR EL ET ER WL o7 W0. I TOTAL TOTAL VOLUMES : 13 161 30 18 113 6 23 24 10 20 71 30 539 ApPROACH°/a's: 5.V1 80.80% 13.39% 13.11% 82.48% 4.38% 10.35% 42.11% 17.54% 16.53% 5868% 7.179% . PEAKak64(ARTT3ME: 5J FAM 0.389 0667 0]50 i T��- 09R ' VFAKNRFAOLDA; 0767 CO.MOL : SiglIDl; 2M NB 5B EB WB O 6 LB I W5 a o a o Projea ID; 15-5222006 aw: VeO.R Intersection Turning Movement Prepared by: National Data & Surveying Services FHYYaI Crosses 4- 9 Day: Tfivslay DaW; 4/16/2015 NL Nf NR SL 5T SR EL ET Eli WL M WR T01'AL UNLS: .. 2 0 1 2 0 1 0 1 1 0 IWPM 3 14 ] 6 16 1 2 4 1 1 3 0 56 4a5PM 1 17 2 13 1 0 % 2 3 0 2 52 430 PM 1 ] a 2 ] 2 0 13 3 2 9 0 45 4 is PM 2 12 5 2 15 t 0 4 2 ] 2 2 54 5:00 PM 0 12 3 15 0 1 8 1 1 0 1 45 5:1sPM 1 10 6 1 1s a 1 10 1 0 3 4 sz 5:30 PM 0 9 2 1 10 0 0 2 3 1 3 0 31 5A5PM 1 5 4 2 le 1 0 e 1 0 6 3 39 NL M' NR SL ST 6R EL ET ER V!L 4Vf Y!R TOTAL TOTAL VOLOMES : 9 86 35 19 101 G 4 54 14 15 8 12 376 APPROACH %o's : 6,92% E6.15% 2G.92^/0 15.03% 60.16% 9J6°/ 5.56% y5.00% 19.44% 3L25% 43>5% 25.00% PF I¢HRSfARTT1ME: c30dPM 21 36 V.zTk OB04 J ' 0.20$O61t R,167 TE1TA1,4 ` d960 'PEgQNIt V,d4) PGKNR PADTOR : CONTROL : S1grnaltied NB SO E0 W6 NB I 56 O WO 0 0 0 0 Pmiett ID: 15-5222 W6 City: VeOO NS/EW Streets [ +1 Z Intersection Turning Movement Pre,d I, National Data & Surveying Services Dav: tuursaay 4}Im'A neues0 13 DaM: 9/16J2015 NL M OR SL SS SR a ET ER WI. WE V!R TOTAL NNFS: 1 2 0 1 2 0 1 1 0 1 1 0 ]:LOAM 0 9 1 2 13 0 2 0 0 2 3 5 32 2:15 AM 1 ] 0 3 8 1 2 0 0 3 1 9 30 7:30 AM 0 8 3 0 5 0 1 0 1 0 0 3 21 7:95 AM 0 1] 2 0 4 1 0 0 1 2.. 2 2 31 B:WAM 0 2 3 0 6 1 0 1 0 3 0 1 22 8:15AM 0 15 3 2 ] 0 0 2. 0 2 1 3 35 8:30AM 0 8 3 1 5 0 0 1 2 1 3 1 25 SA5AM 1 12 1 1 a 0 0 1 2 1 0 1 26 NL Kr N0. SI. ST SR d EI' FA R'L WI' WR TOTAL TOTALvawMEs : 2 83 16 9 59 3 5 5 6 19 10 20 22] APPROAau%'s: 1.98% SLAB% 15.M 1369% 8182 9.55 %° 31J5°/ 3125% 3%50°% 31.82% 22J3% 95A5°o MAKHRSTARCn E A x']ls AM,TOTAL R6Y2 0.6Rt 0]50 0656� 0922 t: YEAR PAC10R : CONTROL 1 SyPAL,j URIRNS NB SB EB WD NB SB R N/R 0 0 0 0 Intersection Turning Movement Plop led ny: National Data & Surveying Services Project D: 15-5222-OX Day: liu,x Py PNWA Closes Et- 33 Lity: Vemen Dale: 4/16J2015 PM NS/EWStreete Salt8T Ave 19th5(,261fl5t 251h SC261R SC NI. NT NR St. S1 SR EL ET ER WI. WT WR TOTAI- LANES: 1 2 u 1 z 0 A 1 0 1 1 0 4:OOPM 0 6 0 0 4 0 0 0 t l2 4tl5 PM 0 9 3 2 9 0 1 3 0 3 2 1 27 4:30 0 3 3 2 A 0 0 2 0 1 0 2 12 K4545PM 0 4 2 0 3 0 1 1 1 0 0 0 12 5: D9 PM 0 2. 0 4 0 0 0 0 1 0 0 11 5 is M 0 2 2 1 3 9 1 0 1 1 2 0 3 10 3P 59 PM 5 5 .1 1 0 1 1 1 1 1 2 20 Srt 5 PFt 4 a 0 G 0 1 6 0 O 0 1 2 _ i 10 NL ar NR 51. ST SR EL ET ER WL Wf VIR TOTAL TOTAL VOLUMES : 1 37 10 9 37 1 3 8 S 10 4 10 135 APPROACH %o's : 2.W% A.08% 20831% 19.15% 78.72% 2..13% 18.7 % 50. 0% 31235% 41.67% I6 7% 41.67% CONTROL : Sigrahz¢ NO so SO V03 NB 50 EO V8 0 0 0 0 Datr. 4116/2015 Day: Thyt day 27th St 123 1(. :.1 0 1U':1 68 M®© ovmix, Start Ertl AM 7:00 AM 9:00AM NOON PM 4:00 PM 0'.00 PM Total Ins & Outs TTM Peak Hour Summary Prepared by: NIDS National Data & Surveying Services Santa Fe Ave and 27th St, Vernon 0 Sigealind Project It 15-5222-007 City: Vem00 13822 AM o INOON AM Peak Hour 715 AM NOON Peak Hour 1317 PM : PM Peak Hour 500 PM 1143 1 1199 1 51 1 , 1 OOC 16 1215 1 5 0 100 1':ii1 0 1;ii1 20 Total Volume Per Leg Intersection Turning Movement Prepared by! National Data & Surveying Services Project TO: IS-5222-007 Day: TDur,oay FH WA C1,,.1 3 City: Vernon Date: 4/16/2015 AM NS/EW Stroots: S21ptfFe ql'e 17 Santa Fegr>< - TJtN SF 2)WSf NORTNWUND 50U WUND FA5TWUND WFSTE'pUND NL LT NO 51. S1 SR EL FT F.R WL V✓f WR TOTAL IANE9: 1 2 0 1 2 0 0 1 0 0 1 0 ]:ROAM 3'1 .315 0 11 212 6 5 0 1 1 1 3 S69 7:15 AM 0 361 J 12 292 12 0 S 5 0 1 1 700 730AM 11 313 11 22.0 10 ' 0 1 2 0 3 589 7:15AM 12 '.69 d IB 265 ]l J. 6 0 2 1 J 613 B:WAM 16 d67 6 9 250 16 5 6 1 3 1 ] S90 8:15 AM ID 301 6 1, 279 20 1 2 3 1 1 1 648 8:AM 9 24 4 5 9 3 1 3 2 1 1 5 8:45 45 AM 9 2]9 3 It 256 256 15 1 3 6 0 0 1 59191 NL OR S.L A S.R FL - EL? L WR TOTAL TOTAL 93 9 01 11 1 2 2R3 I1 fi 20 4822 nPPRoi s 3.]%N8% . 9615%40% 501% 3]30 % % 2.22/ PEA@HRSTARCTIME - gJFSAM $0 lO7b 6p 0.900 ITOTAL( 'TFe 1X. lU, : Y ;. 3 E8 d2Hs. 6636-' Z492' : •0090+ PEAkx0. VD4i. PEAIfHR FAEfDR; 43 S2[02fi OBW CONTROL : Sl9ral'¢M NB 55 EB WB 0 0 n 0 0 NO 50 CB WO 1 0 0 0 Project lo: 15-5222- W) City: Vernon NS/EW Intersection Turning Movement Prepared by: National Data & Surveying Services M11ACIassv 1- 3 Oav: T LU day Date: 4116/2015 NL NT NR SL ST SR EL F.T M WL WT WR TOTAL IANES: 1 2 0 1 2 0 0 1 0 0 1 0 4:W PM 3 297 3 9 259 2 8 2 10 4 4 ) W8 1:15 PM 7 279 3 9 245 2 8 1 5 6 1 11 58Z 4:30PM 8 293 1 6 249 6 14 1 9 5 1 12 605 4 45 PM 4 2118 1 9 252 6 5 0 4 1 0 11 541 5:WPM 5 316 0 1 Z19 ] 14 1 15 6 2 18 EW 5:15 PM 4 297 3 1 260 > 10 2 5 1 3 4 597 5:30 PM 5 260 0 4 27S 6 12 0 J 5 6 0 593 5:45 PM 1 269 1 3 300 5 20 0 5 5 3 6 618 NL S26 R V/ W T3L AEI% TOTAL OM 32 -I. 2 5%.1 4 6 J ZS ]I ] APPRZS. 80N11 1E2I9% 36E81 A 5N% . NR'STARI G: > 00'PM 1i42 '.ri: .0.9Ut 9 105¢ 75 ,61�- 3. 32 u83" 0800 t9 19 ;i 36 Oh8L1 TOTAL; 240 0.978 Y P�kAI(ILRVO$ 9 ' Pea" ttFAEYnxx CONTROL Jna Elm No SS ES WB B H 0 !B 0 9 a 9 Prolect ]O: 15-5232 CW City: veTW NS/EW StraaS i 9 Ut Intersection Turning Movement Pranaren T, National Data & Surveying Services Day: TAwxaay EHYJVQlll54-9 DaW; 1/3612015 NL w NR SL ST SR EL 0 ER WL W1 WE TOTAL IALPS: 1 2 0 1 2 0 0 1 0 0 1 0 7 WAM 1 23 0 0 21 1 1 0 0 0 0 0 17 D15AM 0 10 0 0 10 0 3 0 1 a 0 0 36 730AM 0 16 0 0 15 1 2 0 1 0 0 0 35 745AM 1 13 1 0 17 a 1 0 1 0 0 0 39 8:00AM 2 32 0 0 17 2 1 a 0 0 0 0 59 8:15 AM 1 33 0 0 2.0 1 3 0 0 0 0 1 59 830AM 1 38 A 0 18 2 3 0 1 0 1 1 66 8:45 AM 0 33 0 0 16 i 8 0 2 0 0 1 61 NL NT OR SL Si SR EL CT F.R VA. WI' VJA TOTAL TOTAL VOLUMES : 6 206 2- 0 138 8 2l- 0 6 0 t 3 392 AMPM1OACH%'a; 2.60% 9626% 0.93% 0.00/a 94.52% S.aB°.5 ]8.5>% 0.00% 21A3°/ 0AW1° 25.W% Fi.00% PEAKHR5VARTTTMEs .{713 2@I1RFfRV01.: 3. {.AiZRR KACIbh: 0.610 6.8fi8 6625O.IXG: Bs§D CONTROL : Ogrlyi4d NB 5B EB WB B SB IA \4B 0 0 0 0 Intersection Turning Movement Prepared hy: National Data & Surveying Services Project 10: 15-5d22--002 Day: Thursday vawa. clalrs i -% City: Vernon Date: 4/16/2015 NL Nr NR SIT Sf SR E1 ET OR V& WT WR TOTAL LANES: 1 2 a 1 2 0 0 1 0 0 1 0 4:w PM 1 20 0 1 A6 1 3 1 A 0 0 2. 46 415 PM 1 23 0 0 28 0 1 3 1 1 0 0 53 4:30PM 1 1B 1 a 17 0 0 1 0 0 0 2 37 4:45 PM 0 14 0 0 22 2 2 2 0 0 0 0 42 5:wPM 0 15 0 a 17 9 1 0 0 0 1 0 3B 5:15 PM 1 16 0 0 16 0 1 2 1 0 1 0 38 5:30 PM 1 13 0 0 19 0 0 0 0 0 0 0 33 5:45PM 0 9 1 1 VI 0 0 0 0 0 0 0 2.5 NL NT Nil SL 5T SR fl ET ER WL WI' VIR TOTAL TOTAL VOLUMES: 5 125 Z 2 149 % B 2 3 1 2- 1 315 APPROAOI%o's: 3J9% 94J0% 1.52°u 1.7% 91.30°a 4.43% M.91% 38.69% 16.6%% 1429% 28,52°/ 52.11% PEANIHAVARTiIME: ?50PM 7.' 5} 1 t OeY1 1 66..i -0 a.fld� '2"1, 2 1 03}3 0. 2 - DSar n TOTALS 131 i 0918 f PfAkflAvbi PPAKNHEAsrad 1 CONTROL : 5plmiizvil N13 50 ES NB NB I SB EB WB a o 0 0 Project 10: 15 532E-601 OR, Vernon NS/EW Streets g ;" Intersection Turning Movement Pr"""'d by: National Data & Surveying Services FH WA C125,, B- 13 Dav: lbundVY Dnte: 9/16/2015 NL M NR SL ST SR EL C. ER WL Wf WR 101'AL LANES: 1 2 0 1 2 0 0 1 0 0 1 0 7I00AM 0 9 0 0 13 1 0 0 1 0 0 25 %:1S AM 2 9 0 0 9 3 t 0 2 1 0 0 21 7:30AM 2 S 0 0 S 0 1 0 1 0 0 1 18 9:aSAM i 17 0 1 5 1 2 0 1 9 0 0 20 0:00AM 0 11 0 0 ) 2 2 B 0 1 0 1 21. 8:15AM 0 14 0 0 > 2 3 0 0 1 0 0 27 6:30 AM .1 11 0 0 I 1 0 0 1 0 0 0 21 BASAM 1 12 0 0 9 0 1 0 1 _ 0 .l 2.6 NL M NR SL 51 SR EL EF ER VJL l`/f N/R TOTAL TOTAL VOLUMES : J 91 0 1 62 lU I1 0 G 5 0 3 196 APPROACH %°'.: 7.14% 92.85% C f/o 1.37% &1.93% 13>0% G9]1°n O.OUY "'.6 62.SW/° 0.0?'/ 3>.SO°u PFAKHz3{TA0.F1TME- d215AM 5 fb 0 " t 26 ! b 0694 0.6dR' @ IX 0833 OSW '. TOIAV �0.890 VOL [ PEAKHIX KAZTOR CONTROL : Sgn h1 cd NB SO EB WB Intersection Turning Movement Preparc0 by: National Data & Surveying Services Project ID: 15-5222-007 UnYV: T 1111,1 v City: Vernon Date: 4/16/2015 PM NS/EWSbmRA SanmFeAHl 5?HYa FeAelt 22NSt 410 NL M NR SL SF 5R EL ET ER WL W1 OR TOTAL LANES: 1 2 0 1 2 0 0 1 0 0 1 0 4M PM 0 5 0 0 2 0 0 0 0 0 0 0 12 4'15PM 1 6 0 0 > 1 0 1 1 0 0 0 12 4:30 PM 0 6 0 0 6 0 0 0 0 0 0 1 13 4:45 PM 0 G 0 0 3 0 0 0 0 0 0 0 9 5:00 PM 0 6 0 0 5 0 0 0 0 0 0 0 Il 5:15PH 1 2 0 0 6 0 0 0 0 0 0 1 10 5:30 PM 0 6 0 0 8 0 2 0 0 0 0 0 1G 5'R5 PM 0 6 0 0 10 0 0 0 0 0 0 0 16 NL NT NR SL ST SR EL ET ER WL V/1' WR TOTAL TOTALVOLUNES : 2 43 0 0 52 1 2 1 1 0 0 2 104 APPROACH %'s: 4.M% 95.56% OM, O.OM, 98.11% 1.B9% 50.000' 2.5.00'0 25.00% O.OW/o OCO%500.00% CONTROL : S1B,N,i l NB 55 EB WB f ° Z, L U fu Q o 0 z� o! o' y' 7 O ._. 0 0' 0 00rn NF0 O L a op'rn rn_ AJ C Q -Ne , -�e -'% -,z r m r fu (U N N N a' a a+a Q'� 1•L' •L; �I �I 4n LO O o N N 7 O U O (U a v¢¢ Q O¢ a O Q a a¢ Q¢¢¢ 0 a a¢ Q z z z z z z z z z z z z Z z z z z E � N � U E 4 a I I I I I I O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E m U 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 u m o w W U 0 a 0 0 0 U U O 0 co Q¢ U Q Q Q Q o.o t .3 tM N O y (T n cq V' Un n N n n W cq ip LP V1 n r1 M w V W d O W W U 0 Q Q U U U U U 0 m Q a O] ¢ Q Q Q 16 m J E E c7l m U O O O O O O O O O O O O O O O O O O O O O W W 0 0 0 Q U U V U U o m Q Q m Q Q Q Q N m O n ID d' Lq n O O O O O O O O O O O O O O O O O O O O -o cn °� s c� c2S df _ ro d$ v dd$ d$ d$ s N N dS VI O V) N V) V) [n V) M > Q W j a W N U) O in cn [n [n N m cn 'O N u E v E E E v E (n m s u u s u u s E E u s s Q a Q a m )n r N 1 L�rl Q Q N Q tt V) N U) M W U) LLl (n (n (n w (n w U) W U) w (n W V) w U) U) 6 *-) N M CMACalc - Critical Movement Analysis Calculator LJAWT01- Hmr.a of Plammg antl Lard Los )vd.,menl "• InFersec[OnNo l -. 2015E%ISRNG Critical Phasc: 3 2015__ ... r PRWECIEO Am Len�tQnth 1 CUMUL4TNE -OA--SE Critical Phases: 3 2035,WITH _ PROIECI Io _Otis To al 2015,WAl1TRAPFIC MIPIGATION Critical Phases, 3 Nodh/South Street: S Alarnecla SE octa : 1425 Rolm It1It it Capacity: 1425 nlp AM 191 92 283 Capacity: 1425 East/Wesf Street Signal System:2 to: It JON'tj Signal System:2 cent PM 101 97 ._198 Signal System:2 E ttyashing4an Hivd v/<rnloNw: 7 % at v/c re0uctian: ]% "1, AM 0 0 0 v/c induction: ]% Analysis Date 06/05/2016 0,,VA Phasing: 0 _0._00_%,i Opposstl Phasing: 0 Can 2 PM 0 0 0 -lane Opposed Phasing: 0 alums lane +Amb.'. +Area =Totallrmm loan +Proiectme =lameTaitzal nVolumi "cardlame lane AM Peak: 8:00 AM Volume larcs Volume Growtlt' Projects Volume laces Volume Volume Volume larws Volume Volume Volume lanes Volume left 1 150 150 0 : 1 150 150 5G 5: -. 155 1 155 0� '155 1 155 Il,ThNSV�- ") 0 I 0 0 v 0 0 0 0 n° I Thu t",im saV 16 2[ 584 { 1168 2[ _ 584 10/ —' 81 1176 2[ 588 0' 1176 2� 508 r F Th RIP te<I: soh 0 0 tl o P Right Megatm�_sav_ 1 7a 0 0 75 51 80 1 D 0 80 1 0 z`r Shared 0 0 01 0 0 0 0 .re L Left 2 11 - 256 0 '..- 256 1,_,_,._256 6 256 1 256 - 0' 256 I 256 bumdslo�oa: .5G a` o a o 1", _.-... - o o � o 0 p I Thru.ExruruRW, 2 899 450 0'; 899 2 450 lM'A 18i 9'17 2 459 0. 2 917 459 �1 Th-id Pmieusk sots 0 0 0 0 ah: _ 0 0 - 0 0 'a Right Mnlgimd:_soar ca 1 750 52 1 'I50 52 -' Oi 150 1 52 0- 1 150 52 4, Shared 0 0 U 0 G°-° 0 0 0 a ICR 1 195 195 0. f .19b 195 o% 0�. '195 1 195 0- - 'I 19b —'195 a �. tt TlcE/e nTors: 0 0 0 0 a 6'. 0 0 0 0 o- '@ru:E hnn9aas 2 490 245 0 2 A90 245 0 °I 0' 490 2 2.45 Or 2 490 245 T Th IdP icacdaan 0 0 0 0 0 °. 0 0 0 0 row Rghtmtttw_. s0i lu{ 1 221 146 0 I� 1 221 116 , '10'1 231 1 153 0; 231 'I 153 Shared 0 0 0 0 ob� 0 0 0_ O �r Lef[ _. d/1 1 271 � i 271 2/I a. b • l 10� 281 1 2D1 0, 261 7_81 r 0 _ 0 0 , 0 0 0 0 o� inn t un9.5as r f h h II92 2 r _ _ 440 a __ 2 692 `[ - 446 O G- 0! 892_ 2 ' 445 - -0 0 I- 7 892 446 - ...L IU Pr",0um as m 0 0 0 0 as: 0 0 0 as R htMe're1 sws --.. 149 '1 21 0 '149 1 2'I oya=. U' 149 1 2at 0. 1 149 2'1 S ared! 0 0 0 0 0%, 0 0 0 0 Critical volumes: North -South: 840 North -South: 840 North Soolh: 844 North -South: 844 East-West 641 East-West: 6=11 EastWe),L 541 EestWost. 641 Total: 1481 Total 1481 Total: 1485 Total: 1485 volumemapaaty (v/c) ratio: 1.039 1.039 1.042 1.042 We loss ATSAcadluslmem: 0969 0.969 0.972 0.972 Level of Seinlee(LOSt E E E E Y K U J C h 1 1 I°I e A- I emame _ .::, rMMr._...n�m,..y,,,.�c..Pv.m�,., Change in v/p due to pretc6h 0.003 Aek altermiigarlon: 0.003 sn,, K, m a:-w: ra n . ». nawd"pal mo aaoor ny xrr nioaso" Slgoifcaolly impacted? NO Fully milgeletl? (`J//a PM °00"� r-""e +Amh,:, «nrva =Tact tarot +Lord-, Teal Lane Adi"eled Total "ne PM Peak: 4:30 Valum ranr.5 Volon G=bli Proec6 V.IT lams VnWan Wmar, Volun lurxs Volume Volume Volume lanes e Volume .n 1, Left 108 1 108 0 108 1 100 5h 5 1'13 1 113 0' 113 113 c-1 t1ThNj( TEQk 0� 0 0 0 0^. 0 - I 1hrd r Inq 5w/, '1093 2 54y O 1D93 2�547 10/- 0:, 1102 2[ _- 551 0' 1102 2[ 551 L t- TI-Rl Pruimt vt Ewi U 0 �. I 0 0 n,; : 0 0 0 0 o r' RghtM09etm sas -_. _. I/ 1 0 a77 5i 82 1 2 0 82 1 2 Z •$' Shared 0 0 0 0 0',; I 0 0_ `) 0 a t. Left _ 300 1 300 -- 1 0 300 7 300 0', U' _ 300 '1 300 -- 0; 300 1 300 - ° 0' LF it! 5LS R7� 0 9 ', it 0 0 0, t 0 0 0 0 9 n I Thluillawr 1017 2 509 J'. 10'17 2 S09 to°' 10i 1027 2 514 0: '1027 2 514 RIP i lM:5a/ O O '� 0 0 )/„ 0 O 0 O 'oJ N LLMug tal:sas 218 I '110 0- 218 1 110 10 0j 218 1 110 0�,. 218 'I'IO m1-- Shared 0 0 0 V 0 0 Left --- 215 I 215 0 215 1 215 0° 01 215 1 215 0 - 215 1 215 v ItrhrLO RTn 0 0 0 0 0 0 0 _ 0 0 o- Th u r e 9 sai 983 vl ' 497 0 983 2 492 0, - 0''. 9D3 2 - _ 492 -=- 0- 903 2 492 ,��- Th R!P I�t I Sri% 0 o a 0 0, 0 o o a n1ti Right Mlumtw Ear, 21fl 165 0 219 1 '16o s 51 224 '1 168 r 0' 224 IGD Shared 0 0 0 0 0'h. 0 0 0 0 v r IeR .. __. 154 '1 '154 0 154 1 154 --._ G t 5: 159 'I 159 - Oi 159 I 159 - s�cTo1� 0 0 0 o u -0 o O o 0 0 • Ti nua"t 95io : 847 2 424 0 847 2 424 a s 847 2 424 0�. 847 2 424 q.t.. fit RIP l ra: sots 0 0 0 0 a s 0 O O 0 m v Right miagatem Sol - _- 228 '1 76 0' 22C 1 /6 as'I _ 0: 2.26 1 76 0,� 226 1 76 Shared 0 0 0 0 as'.0 0 _0 0 Critical volumes: North -South: 847 _ North South 847 North South: 851 Narlh South: 851 EasLNlest: 645 EaeL West: 646 En,,Lwnsl: 651 Eost-West: 651 Total: '1492 Total: 1492 Total: 1502 Total: 1502 VolPmelcapaclty(v/c) ratio: 1.047 1,047 1.054 1.054 vie less n'I'sne,ajustmene 0.977 0.977 0.984 0.984 Le�ol or semme (Los): E E E _ E 11K VJ tE. I 1191'A 1. I Chmar,it v/o due to pari 0.007 Ark aftermill Mism: 0.007 oovaoProrzuas¢oay n/uen Im>son Sfgntficanlly imparted? NO Polly irrigated? N/A CMACalc - Critical Movement Analvsis Calculator I, Bmeauof Plmu and Lnnd Uso Development It C N 2 2015,E%ISTING Cnlical Phases. 3 _2015, PRO]EC(EO Anuien Gr h C gvt_ NMULATNE BASE C4dcal Phases: 3 2015,WRNPRWECr - In out .$pt� 2015,WRHTflAFF1CMRIGATION Cridrnl Phases: Nerth/South Street S Alameda Sk capacity: 1425 from dFll6J!'. Capacity: 1425 um AM 191 92 283 Capacity: 1425 Cast/Wcst Street Signal System: 1 N: it it it IF Signal System: 1 c oL PM 1.01 97- _ _198 5,eul System: 1 @ J_4kh St/E25Sh St v/c rtdudion: 0% at 0.00%q',. v/c reductlon: 0% Tan AM 0 0 0 °/e'eU`Kti°¢ 0% �- NlalySis Da[e O610v/9015 Opposed Phasilg: 2 O=ToV Phasill9 2 c P PM 0 0 ..._..__ 0 -'- OpIusW Phasing. 2 Blume Who +Aem. a =Total Were + Tonal Avolumd luml wee AM Pedk: 7:30 AM Volume lanes Volume roje GrowNl Pro e[b Volume caws Volume Volume Volume Volume woes Wnce Volume VOLimc Volume can¢ Volume -o Left _ 1 80 80 _.___ 0 1 80 ___-.. 80 6i 86 1 - 86 __. 0. 1 86 86 - Lt4lh N/BNJOR 0 0 C 0 0 0 0 0 0 a t Thru ex l 0: 7su 1350 3 450 0 '1350 3 450 +' g'', 1369 3 453 0!. 1359 3 453 h Th R PI.JJwlw: 75% 0 0 0 0 0 0 0 0 o P RighlMit Salel 15% 1 82 55 0` 1 82 55 3J/ 0� 82 1 32 0� 82 'I 32 z'i" Shared 0 0 0 0 0, 0 U 0 0 ,o L. Left 96 1 96 0 : 1 96 96 ro { 3f3: 134 1 134 0 1 134 134 }- Lt Ill6/e2T0R 0 0 0 0 0 =. D _0 0 0 1 fh I r eu 1 re., 1I{ 1162 607 0 1 1162 607 1 Oj 1162 1 607 0"', 1 7162 607 �`1 Th RO gecc�d. sou 1I 607 1� 607 ],. 1I_ 607, 1f 607 'off lu9hkmugalm s_c_u_ 52 0 0 0 62 0 0 0= 01 52 0 0 0'': 52 0 0 to^I- Shared 0 0 1, 0 0 J..! 0 0 0 0 34 0 0 0 0 34 0 0 5 01- 34 0 0 0 0 34 0 ?1, R�Th E/9 RToR: 0 0 0 0 Oa 0 0 0 0 '- The ax do smi, 83 0 0 0 83 0 0 15, 29 112 0 0 0! 112 0 0 rm, 'm Ri Nojedol: 50V. 0 0 0 0 OTM; _ ... 0 0 0 0 uI l Ri9`itMugm�l SPA 0 0 0 19 0 0 c 0' 49 0 0 OI, A9 0 0 {` Shared _ 49 166 'I 166 p 1 195 1 195 r' eft 1 36 36 0 I 1 36 36 131/1 1 30', 66 '1 66 0' 66 '1 66 E7 1191tWD RTok, 0 0 0 0 OS 0 0 0 0 0- "Ihnrrx- a 9: timv .n 0 128 '1� 0 0 0 128 0 15, b: 13G 0 1� 0 233 Oi 1 0 130 1� 0 233 �,� mRfPy 11amr 5' Ri9hPm ut tcd.;aw 0 216 BB 01' 1I_ 88 0 216 88 0, :0t,� 91 97 0 97 ) 97 0 97 }' Slwod 88 0 0 0 0 Di, 0 0 0 0 Critical Volumes: Nmlh-South: 687 North -South; 687 Nodh-South; 693 NoW, South: 693 East-West: 382 Cost West: 382 East-West: 423 E'asFWesC 428 Total: 1069 Total: 1069 Total: 1121 Total: 1121 vdumeRapaclty(Wl,)mit.: 0.750 0.750 0.787 0.787 v/c less ATEAC adpinmeln: 0,750 0,750 0.787 0.787 Level of Servlee(LOS)I C C C C PROTECT IMPACT zee..,a=•sn,�<o,.,a.<mce+;r.-=�.= Change in We due to protect: 0.037 Av/c aAerm4galioa: 0.037 001daped 2eo5ae7 by KPn Aumhon Significantly impxtad9 NO Fully mitgated7 N/A 4:30 PM Coin Lome +Amu.'',I I Area =Total Lm +Pm;ec Toml Adjusted Total cane PM Peak: Volume canes Volume Growtlr; Pro M Volume Wme, Volume Volume Volume lanes lane Volume Valnme, Volume lands Volume .-, v LeR ..— 91 1 91 0 91 1 91 90 1 90 ..__._ 0'' 98 1 __- 98 �� Lt 111NIR RTOJh 0 0 '. 0 9 ( 9 0 0 0 a i Thin lWil, 1136 3 378 0 1'135 3 378 9 1144 3 381 O 1, 1144 3 381 5 t" Th dP i tv 7s% 0 0 ! 0 0 ) 0 0 0 0 `o r RlghLnll,'ed 75% __ 83 1 12 0 83 1 12 33 I O1 83_ 1 0 0,. fl3 1 0 a •1� Bharrd 6 0 0 O.0 0 9 0 0 v L. IeR 225 1 225 ,) 225 1 225 20 201 245 1 245 0 245 1 245 0 0 0 0 0 0 1 r 0 600 n I Thru r 1 9 smu 1149 1 '1 600 0 1149 1 _600 M 1149 1 1 600 600 14, .1149 1 666 „d 'in RIPyeued:sWA 600 7 _600 I e of RighLlal9alm set, 0 0 (' L 50 6 U ', 01 50 0 0 0t 50 0 0 m Shored 0 0 0 0 0 6 0 0 0 0 _ Left 42 0 0 0 47_ 0 0 0; 0' 42 0 0 0: 42 0 0 '� J. Ll Th E/@2TolE U I) 0 0 0/ 0 0 0 0 o _.• Thru'. ESnUilij. Sell 134 0 0 01 134 0 0 USG 1J'' 149 0 0 0'. 149 0 0 rT Thld ucd:5 , 0 0 0 0 Oh 0 0 0 u m� {• RghtmlOmwl SM 5hacvl G3 0 1 0 239 0 63 10 1 _-. 0 239 OS u/ 0_' .a3 0 0 ___-0 254 0�, 63 0 1 0 254 Left B8 95 0 30 32 '156 120 01 27 156 120 11 0 0 0 o� Th1u Using: g: 148 0 0 48 148 0 IS 8 156 1I 25 0! 156 � 257 L 1 ,mi r 239 I _ 239 91 W9bt n ugxea smi 6 91 0 91 0 91 20 u 10.; 101 0 101 0' lot 6 101 _ Slimed 91 0 0 I _ 0 0 0 0 0 __....- 0 0 Cnlical Volumes: _ NonlnSoulh; 691 North -South: 691 Nodh-South: 698 NorVi-South: 698 East -Well: 478 Cast-Wasl: 478 East-West: 511 Fa9t West: 511 Total'. 1169 Total: 1169 Total: 1209 Total: 1209 vowmemapadty (vro)ralio: 0.82.0 0.820 0.818 0.848 vm less ATsnc m,u,u.ul: 0.820 0.820 0.848 0.848 Level of semiee(Los): D D D D PROTECT IMPACT nrieaia ,. ..,. n..-1 m +_r..n Clonge In vle due to protect: 0.028 Av/calfermiligatbn: 0.028 0evdoPsd 2.11om uy Ken&I,N n 3iyniffeantly impaeled7 YES Fully mitigated? NO CMACalc - Critical Movement Analysis Calculator R....nni Pl mad land flee Dmikipment `•"•• Tntersfcti00 No.3 2015, E%ISTING Cd[iral Phases: 2 _- 201G,,PROJEClED Ambient crw¢M1 '; CUMULATIVE BASE Critical Phases 2 2015,WITH PROIER In Ouq ftal 2015,WIIH TRAFFICMITIGATION Crilical Phases: 2 North/South Street; 5 Alamftla St Capacity: 1500 from: RRleR i, CapazitY'. 1500 Tin AM 191 92 283 Capacity: 1500 Fast/West Sheet Signal System: I to: of p,s !, Signal System: 1 Gen. t _ PM 101 97 198 _ __ 99nal System: 1 S Alameda 5t v/c reducGom 0% at 0.00%-: vlo aduodon: 0% TIP AM 0 0 0 We mluet.: 0% Analysis Date 05/05/2015 Oppasetl Phasing: 1 Opposed Phasng: 1 ern R PM 0 0 _ __ 0 -lax Opposed Phasing: 1 coums Lang +Amn. +A.� =Tohl Lane ..P ion =T.1..-...... Adia:eed Total lane AM Peak: 7:30 AM Volume lanes Volume Growlfa Pro' ds Volume Lani Volume Volume Volume bolus Volume Volume Volume tarns Volume a Left 0 0 0 i 0- 0 0 0 b !` 0 0 0 O B RTOR: 0 0 0 0 a t Thru 6e%una: mr 0 0 0 0 C 0 J3„ lI 04 0 0 C (,); 0 0 0 S h ❑iWro)m+i. W1 0 0 _ 0 0 0 0 0 0 o r Rghtntul miss 0 0d 0 0' 0 (` 00 0� J 0 0 Oi 0 0 0 z "(' Share-- 0 0 0 Cml, 0 0 0 O .� Lett _ t 212 212 — 0 I _,.. 212 212 121 224 1 - 224 0' 7 224 224 b' L[lli5/s a14H 0 o 0 0 0 0 0 U l 711111 ENsdng:Ove 0 0 0. 0 0 C 33%; 0 O 0 0'. 0 0 0 ts i 'ih-ru Pmica.:mi (1 0 C 0 U,c�J' 0 0 0 0 o✓ Right m'U'ded m® 0 0 0 - D �) 0 0 nod [ Oi 0 0 0 0l 0 b 0 m -E- Shared 0 0 0 0 0 0 0 0 left .._..._._ 903 z 497 0: 903 0�0 0' 903 ..4� 0. 903 0 _497 It Ti EJO RTOJP9 0 0 nb� -_-0! �— Ihm l u U mr 0 0 0 0 0 0 0 c;/, 0 0 0 0!_ 0 0 0 N r ointe,l. mu 0 0 0 0 0,. _: 0 0 0 0 ,n ,a R n pl t ILH: M ga -_ _... 0 0 0 0 0 0 0 Oil 01� 0 0 0 0', 0 0 0 sn Sn 0 0 0 ° m3 H a __ 0 0 Left 0 0 0 0: ',, 0 0 0 msi 0! 0 0 0 0! 0 0 0 tt Th WLQRJOQ 0 0 0 0 ob 0 0 0 0 IhruiBlair: 03r, 0 ° 0 1 0 0 0 0 06 ' 0! 0 0 0 0j 0 o 0 c_ 0 o mi a o 0 0 w� nh hC lugxrcl: ws 9 0 0, 0 0' 0 0.' 0 0 0 0 0 0 0',I 0 0 0 Critical Volumes: North South: 212 North-SONh: 212 Nerlh-South: 224 North -South: 224 East-West: 497 East-Wosl: 497 East-West: 497 East-West 497 Total: 709 Total: 709 Total: 721 Total: 721 VolamelcaPaciry(v/c)ratio: 0.472 0,472 0.480 0.480 VIC less ATSAC adjustmen: 0.472 0.472 0.480 0.480 Level of service(LOG): A A A A 11KO-LI-T 11v1I'AC t nienemm-.....n.., ..,,.m,,,�,vnem,>xas�o:� oeu�_r+.:�,v' Change in We due to pejert: 0.008 Av/o altermAl9al 0.008 nwn't,Klrm n�.e n omaoP.a'»s xaor ny l<enn,Tdron $ignifmanlly impmtetl7 NO Fully lndigaleA? N/A PM counts Lille Amu.; +A— =Total rome +Project TPLel Lane Adii Total lane PM Peak: 4:30 Winne Lanes Volume Gmwth'Pro cots Volume Laces Volume Volume Volume lanes Valumu Volume Volume Lanes Volume _ left u o 0 0 0 uo:. 0' 0 0 0 U' 0 n LC-T1tNIB [ifOR, 0 C 0 U'e - _i 0 0 r O O a P Ihraia'mir, mi O O p' 0 0 U as% 0! 0 0 O 0- 0 0 0 -Oo-Rinrolcelwl: mu 0 0 O 0 Om, 0 0 00 `o P Rgnrm l0amm ow ._._-..._ 0 0 O J 0 0 O z-F- Shared 0 0 O 0 me 0 0 0 0 Lett _.._. 330 1 0 no __ 0 3300 t —_ 330 1 ' 3 343 - 0 343 1 _43 t" Lt IT/SJB RTOR, 0 0 D 0 r_ 0 0 0 0 0 t 3hrtl f t 9 as 9 0 9 54G 0 ). 1 'C fh ROP1.11alt ab 0 0 0 0 0 0 oRg1CIIpg Nn: mo ..._... ..- 0 O O i ) T 0 0 I 1' 1) 0 0 (1, 0 O 0 �'k• Shared U 0 0 0 0 0 0 0 0 1 Let ___ - 615 2 _ 428 .0 0 I 815 2 _ 448 0� 01i 8'15 _ 0 �111 0'. 8'15 449 ___ - . �= LL III fLd CLIQIl: 0 D 0 0% I -- mnl�Lx'u q: ms 0 0 0 0 0 0 0 0'. 01 0 0 0 0' 0 0 0 RI Th 1 �W. : O 0 0 0 o e -__. 0 0 0 0 Rlgh:MhU, m'O% -- --- 0 0 0 0, 0 0 0 U � Oj 0 0 0 - 0' 0 0 0 Shared 0 0 ! 0 0 m-6 0 0 0 0 v rt 0 p 0 0 0 0 971 ! 0 0 O 0 0 0 r Lt in wle RTroa....._. 0 0 o •._. Th u:E I ffmis 0 0 11 0 0 0 0 ffo pl 0 0 0 0 0 0 0 Ih RIP ,eacd, mr 0 0 0 0 mm re IagUmlgitel: On 0 0 0 0 0 0 0 OY,-- 0; 0 0 0— 0 0 0 0 }' Shared 0 0 0 0 0111 0 0 0 O Critical Volumes: _ North -South: 330 Nodh-Soule: 330 - Noth South: 343 Nardi South: 343 East -Well: 448 East-West: 448 East-Wosl: 448 East-West 448 Total: 778 Total: 778 Total: 791 Total'. 791 Vmmneleapant,(v2),mim 0.519 0.519 0.528 O.S28 vk less ATsnc adjaslment 0.519 0.519 0.57.8 0.528 Level of Service (Los): A A A A P K U J L I- I 1 M P A(- 1 Change in We duo to project: 0.009 Au/c anmmugatbn: 0.009 owroPou 2oU5¢1oo>1, uen Nmisaon 91gnlgcanlly impadeA? NO Fully mllgaled? N/A CMACalc - Critical Movement Analysis Calculator Offl, - Inters Ct on No 4 2015, EXISrING C'Rical Phases 0 2015r PRBJECfEO AmbigtSrtrvrYh I - CUMUTATNE BASE Crtical Phases: 0 - 2015, -- WITH PROIER In QU,I; Total — - 2035, W3TH TRAFFIC MITIGATION Critical PhaS,o;0 North/South Street: 5 Alameda St Capatlly: 1200 fanfann RrtIN Capacity: 1200 Thn AM 191 92 283 Capacity: 1200 I asY/West Street' Signal 5ystem:l [o: 21F1F1f signal System: l l=crt ..-__ PM 101 97 198 __. Signal5yslem:l It27Yh 54 v/c reUuctim: 0% at:0.o%i v/c reduction: 0/ mP AM 0 0 0 a/c rMudim: 0% Analysts Date 06/05/2015 Opposed Phasing: 0 : Oppose) PhaLmJ: 0 Gen y PM 0 _ _ _0_.,,.,-0_ OplwseU Phasing: 0 Caunm ram +Arab. +Arcs =Tohl ta ou 4Pmjttt =Total Won,Atljustal ToU4 lane AM Peak: 7.15 AM Vown lanes Volume GrovMl prefee,, volume larms Volume Volume Ian s, Volume Volume Volume Woes, Volume �-, Len 0 0 O ° 0 ° 0 ____yolume o;. 0 i ° o 0 0,1 0 0 0 Lt nINB� 0 0 0 0 0; 0 U = U 0 a° t Thu;u'[ng: o-n 581 ° - 0 581 ° ° 63- 544 ° -� 0- 644 0 0 ;T F m RlP t.cc% 1 [ 625 1 �25 0 , _ _ 1 686 :, 1 686 `a P lEghpntlg ted:0, U A4 0 °; 0 A4 0 0'r, 0` 44 0 0 O r A4 U 0 ShareU 0 0 0 VI 0 U 0 0 o Left ¢ rnE tL� ;� 0 24 1 [ 0 160 0 J 24 1 [- 0 _180 - 0 0 0 01 24 0 1 � 0 '192 0 24 0 1 L 0 902 g l Thm:UeUm, do o 156 0 0 0 156 0 33%; 12': 188 o o 0, 0 '168 a y�4 Th-R1111m l:mu 0 ° ° 0 _. 0 0 0 0 of RghlM lgate4 mA... ° 0 0 U C .0 0 1" OBI 0 0 0 Oi 0 0 0 m-i, Shared 0 0 f U ?�: 0 0 0 U Lett -__.._. (1 0 0 0 ° 0 0 5;—_._ 0 0 0',. ° 0 0 c'l LI Th F 8 ITO& 0 6 ° ° f -'[ 6 0 0 ° o— u",'r f ng,W ° 0 0 ° 0 0 0 g% 0 0 0 0 ° 0 ° 0 Nl' Th R(r "dol: Oeo 0 0 0 0 ou. 0 0 1 0 0 1el Right Dal au 0 U 0 0 0 0 0 (l;j OJ 0 0 0 Shared 0 0 0 0 a ,! r Left a - -- 0 '10 0- 0 0 '10 0 0 0 10 0 0 0 0 10 0 r 5Y IC Th w/H nrpg 0 0 0 0 0,: 0 0 0 0 o— 'fhm F sl g or, 0 0 0 0 0 0 0 0/' 0 0 0 0 ° 0( 0 ° 0 m L ThRIP iecrshWA 0 0 - 0 0 06 __ 0 0 0 0 mro 57 -_ 0 57 0' ----- } ffiateAu 67 10 67 ), Critical vol.pre,s_ North -South: 805 No,d)Soulh: 805 North $ouch: 880 Noclh-Soulll: 880 Cost 6/ Ea51-West: 67 CasFVJest 87 East Wost 67 Total' 872 Total: 872 Total: 947 Total: 947 vmuroes,eity(Or),un,: 0.727 0.727 0.789 0,789 vi less ATGAC aajuslmaoc 0.727 0.727 0.789 0,789 Level of Service (LOS): C C C C P R u J E C I 1 let R A C oneaa xi+1o;..r�,�n.x..,, _„o��..o.ee��r�-v»a Change inv/G due to projact 0.062 Av/c apermitigalmn: 0.062 rt-1,sue ,An ,v ov,noP�a zoos¢mv by An rams on Slgnilicanlly impacted? YES Fully mlgaled7 NO Comes on. +Aneb.� +Area =Total lane +Project Total rem, AajustN Toter lane PM Peak: 5:00 PM Volume lams Volume Growth'Pro ecS Volume Wms Volume Volume Volume rnmes Volume Volume Volume lanes Volume .ta h Lett -- - 0 0 0 0 0 0 0 IV 0 0 ° C 0. 0 0 0 ItTnNe T I; ) 0 U ( __ I r f- 'l lao rx ti9 mi In 1I:we 0 439 0 1 � 0 0 439 0 1 ) 4a4 � 39l 3A' 476 0 1 0 488 0. 473 U 1 0 ..0 488 er a¢vl. mm 16 0 _454 ° 7 15 0 ) 0 15 ' �— 0 0 16 0 0 Shared - 0 0 0 t, Left 17 °� ° °I 1/ 0� 1 0 336 0� 17 0� 1 318 0 0. 17 o 1� U 34.0 l- 4Ih5/A RTOR:- r "I g: mn 318 1 0 335 0 318 0 — 0 _ 33,01 13; 33'I 0 331 O 0 L'•4 ., ThR +n j avc rvti 0 0 I 0 0 1Y 0 0 0 0 'o J RightMllginal: W, --- ° 0 0 °' ° U U of o 0 0 OI (1 0 0 +- shared o o 0 0 r, 0 0 LeR _ 0 0 7 0 O n O1 O 0 0 °' U 0 0 Oc-y LI If 0 0 Om! 0 0 0 0 �-- ThncE-roq: red 0 D 0 D� 0 0 U OS 0-',. 0 0 0 Oi 0 0 0 6� Th-Rrpolmme: mA 0 0 0 0 Obl _, 0 0 0 0 sl l RI ht Mtg,tea: mi g o, -- D 0 0 0' ': 0 0 0 On I 0 0 0 0 0 0 0 0 {' Shmed 0 0 0 0 0 0 0 0 0 or left '--.. 4'1 0 0 0 41 °/ 0 41 0 0 ° 0.1 0 0 r•l Thfi wLo 0 0 II, 0 0 qua 0 U 0 0 0.. 0 0 „- Tn m m rted: di, a 0 0 0 R Iuwrn,VLn D4 66 0 0 0 66 0 0 n'b' 0' 66 0 0 °'' 6G 0 0 ShareU 107 1 10/ 0°6. J 107 I 10-1 Criliral Volu ro,s: North-Soulh'. 789 North South: 789 North -South: 836 North South: 836 Fall -West '107 East-Wosb '107 Eiist-West: 107 Easl-WuM: 107 Total: 896 Total. 896 Total: 943 Total: 943 V.Wuuelcapoahy(Vdo) raun 0.747 0.747 OJ86 0.786 vic less ATSAC adjustment: 0.747 0.747 0.786 0,786 Leval of Servloe(LOS): C C C C V K V j 1- L 1 1 v! P A L 1 10-so, . .,.e,. nik.. .-..� rc<•,% ,.,. Change In v/c due to project 0.039 Av/t atermitigalbn: 0.039 ;,r�ns.,a-, mmlapM aooszmT in, t<nn SiAnifwanly impecledY NO Frilly mitigaled7 NSA CMACalc - Critical Movement Analysis Calculator Bumeu of Plannin8 enE Lent Use DavebPmenl 01(a — rsc nNo. 2015, ENISTNG Critical Phases 2 _. 2015, PROJEREO /m,Q_IertGrooth i CUMUlATWE BASE Critical Phase,:Z 2015,WCrHPROIERont In -� 1, Total 2015,WRfITRAFFIC MITIGATION Carol Phases:2 ,In North/South Street: s nlantada s4 Upa[ja: lsao room unluol t'apaaty: lsoo Trro n11111i4 191 9z zaa capa[Ily: 1560 East/West Street Sgnal Sys[em:l to Rtt1fR= 5:9na15ystom:l Gc,t PM 101 97 198 Sgnal Systetml E 415E 54/E }gqh St v/c rMudion: 0% at 0.00%'. v/c mdatipn: 0 % Ton AM 0 0 0 v/c nYlucLiw: 0°/0 ..__. _ ... -_.. Nwlysnsis Date O6/05I2015 Opposetl Phasing: 2 opposN Phasing: ] Gent -._jest PM 0 0 0 Opposetl Phasimy 2 AM eoemlu Lam, +Amin. +Mea =Tool lane +Pre -Tom; dame Adimood Taml lams AM Peak: 7:00 Volume Lanes Volume GrowlM1 Pro 2s Volume lanes Valoom Volume Volume faller Volume Volume Vnlumc laiws Volume 9'I Left - 1 32 32 1 32 32 0 , (7 32 1 32 0 1 32 32 { LLThN(50.TOR: O a C _ 0 0, 6 a 0 0 n° 1 Th u r n I air 2 1286 456 0' I, 1286 7 456 b 5t3! 134E 2 475. 0, '1344 2 475 $ H ThR1n i.00:WA 1 456_ 1 456 06 1 475 1 475 `o r' Right mu Jitter oar 82 0 0 0: -__ 82 0 0 ?"""` 0' 82 0 a 0, 62 0 0 ^F' Shared 0 C 0 0 )ry: a 0 0 0 c t. Left t 37 37 0 1 �37 37 0 " 0 37 1 37 0- 1 37 37 l- ¢fry SIg RTOR, 0 0 0 0 )h 0 0 0 0 a l Thru r of np ear 2 857 429 0 2 429 867 .o/ _ 28; 685 2 443 0� 2 885 443 $.4 ThRtrrjectra saM 0 0 0 0 J, 0 0 0 0 J 9 C ape ea smh. �.k 1 70 30 0 70 1 30 ON, ; 0 70 30 0! 70 1 30 Share I ? 1 LCR 79 0 79 0 79 0 f9 0h: 0' 79 0 79 0: 79 0 79 Ihl hFao RTGR: 0 0 0 0 oi6- a 0 0 0 o-' n, P i;ong: o3e Th 196 0 0 0 U 0 196 0/ _ 0' 'I96 0 0 0. U 196 0 A 1Tft{V 1 tel: an 0 0 Ur 0 d=.__._- 0 0 0 0 I`u'1 Rghervl e9rtM: as -- J2 0 52 0 : 52 0 c; 0 r a7 0 57 0: 57 0 ---52 {' Slwrcxl � 1 317 1 - 'I 321 n 0 b 1 � 377 7 327 r Left n - 37 0 37 0 30 3/ 7 n 0 37 0 37 0 0 37 37 umWiR�og U o 0 0 e 0 0 0 0 TI'll'ai,ml Wh a i75 a 0 a a 175 9" o'., 175 U ) U, a 175 0"•t- m Th RIP je[t l.ai 0 0 a 0 G" 0 0 a 0 $' w he n,n t�: ai ca 12 0 _ 42 0- 0 42 h7 _--259 ovd 0 42 - -254 0 o 42 _ 42 ._ Slwrvl 254 1 0rvs':. 1 1 254 Gntical volumes_ North-SOulh: 493 North -South: 493 North-Soull 512 Neflh 5oulh: 512 Last Wasl: 58'1 FasFWasl: 581 East-West: 581 East-West 581 Total: 1074 Total: 1074 Total: 1093 Total: 1093 vminmelcapamty (v2)ratio: 0.716 0,716 0.729 0.729 Vol less ATSAC aajurnnem: 0.716 0.716 0.729 0,729 LCVEI pI SENIeC (I.OS): C C C C FKUJ I Cl11Pl V AC l Hllemema amc_o„os�-.m._m,_, a�,:,nn,m+m.�am:�.y Change in We due to pmkd: 0.013 Av/e allermilgalion 0_013 nlmpn W..,m m.. s+'o omnoPw 2ooszooT uy K<e mini¢mm 8ignUenlly imparted? NO Fully mitgaled? N/A PM Cennts lane +AmL.: +Arne =TaUl lane +pmefeet Tomt lame Ad ma,,J Tom[ I'me PM Peak: 4:30 Volume Um,, Volume Gro,Ah Pro'ecK Volume tares Volume volume volume Lanes Volume Volume Volume weer Volume Left .. 29 1 '--_29- 0 29 11, 29 t,., 0.,� 29 1 29 0'' 79 1 _ 29 I`ll It ❑IN aRT R: 0 0 0 0 0 0 0 4 a I Thm'e lump: Cole2 '1145 397 0 t145 2 397'"]/'_-- 30, 1175 2 407 U' '1175 2 407 P 1 Th RIP leteaT ore 1 397 1 397 1 407 1 407 o r, Rghtl4ugnmm ai 48 0 0 0 45 0 0' 45 0 0 OI 46 0 0 z„I„ Shared 0 0 T t a, , 00 0 0 [- Left 57 I0 57 60 . I 57 0 S7 1 57 LI mSBtn, 5. 0 0 0 0 �. i) C 0 0 I r l Th[ e'I q sae B63 2L rd27 0 858 2 A2/ _ o/ 291, 882 2[ 441 - f 882 2� 441 t i n,Ripmjuctel_0% o o o o of. 0 o u 0 ,d ,,` Rghtm uJateu: ,ay" 95 'I TI 0 95 '1 71 J" - 0� 95 1 71 0- 95 1 79 Shared 0 0 0 0 0"' 0 n o Left-49 0 49 0 49 0 4J nA 0,1 49 0 49 0'. 49 0 49 D c =. It rgELTsn... 0 U L 0 0 n°a 0 o j 0 0 o- mitt. rx'ting-a/., '196 0 0 0 195 0 a ow' --_ 0: 195 0 0 0� 195 0 0 rl RI P fectem olk 0 0 0 0 mw 0 0 0 0 w{ CJltnl: Ort, . 65 0 0' 65 0 65 o', 0 65 0 -- 0'. 6S 0 _ 65 Sighed 365 1 309 0% 1 365 309 1 3U9 r n---- left 76 0 75 0 -6 / 0 /6 0h 01 7G 0 76 0!. 76 0 76 �T tVVLq RTQR CnV 0 0 0 0 0/ , 0 0 0 0 - rh u'.t'nng. oY 200 U 0 0. 2.00 0 0 0" 0: 200 0 0 0. 200 0 0 "� tl awojecWl: am 0 0 0 0 oA U 0 0 0 of t. Rthen nyetN_a/ J 0 28 '� 28 0 28 0b' _ ;. 0` 28 0 2.6 0, 2E1 () _ 26 s � - Sharma 28 I� 304 0- 1 300 obi 1 304 I� 304 crikat volumes: N.nh-South: 456 North -South: 456 Nof9+Saulh: 470 North Sough: 470 Fast -West: 613 East Went: 513 East -Were 613 F_aon Wes l: 613 Total: 1069 Total: 1069 total: 1083 Total: 1083 Volume/.paaty(Vro)mtio: 0,712 0.712 0.722 0.72.2 /c less ATSAC adjmstmene 0.712 0.712 0,722 0.727_ LrV6 of Smvloe(Losl: C C C C Change in v1c due A pmlect 0.010Av/caftrhrtgalioo: 0.010 011.mpN 2.01 1of Nem NmMron Significantly impacted? NO Fuliymiligated? N/A LA'11 CMACalc - Critical Movement Analysis Calculator d 0 1 Bwivaafmurringand Lan Use uveopment__ u Zntersectinn No. 6 2015, E%ISTING CtticM Phaacs 3 3D35 PROLE CfEO Ambie t G mrN CIIMUTATWE 645E C'tiral Phases: 3 2015 WIT"PROTECT Ln .. _ CAA total 2015, WIT" TRAFFIC MITIGATION Critical Phases: 3 North/South Street S Santa Fe Ave Capacity. 1425 frone ft44lt ? Capacity: 142.5 Tr,, AM 191 92 283 Capacity: 1425 East/West Street. Siynel System:1 to 40IN< signal System:1 c,I PM 101 _97 198 Sgnal Syslem:1 E 25th St E 26,1, St v/n reduction: 0 % at 0 00 0'. v/C induction: 0% p AM 0 0 0 v/C rtxls ipn: 0% Analysis Date e6/051201 5 Opposed Phoning: 0 Opposed Phasing 0 C n 1 PM 0 -- - 0 0 ---La opposed Phasing: 0 Counts Lane +A b rvArd =Tool la fProjec =Total ne Adlmmd Tehl lane AM Peak: 7:15 AM velpn,¢ Lnet vulnme G.Pru v6 volume lams Vida., entente volume lazs vonme volume VON— lams volume a� Let 37 1 87 U 87 1 87 I6i. 30. 117 1 0,: 1 117 117 _._... �•1 LL Th NLBRrok t) 0 q tJ U 0 0 0 0 1 min rxet g too°w ? 1930 f 666 0 1330 �— 660 Oj 1330 2 665- 0' 1330 2� 666 D Th R(Pmalel: t00% 0 0 c,,, I] 0 ' 0 `o r ILghtntietcd: Inn% 139 '1 3 0. 139 0 �;! 0! 139 3 0� 139 1 3 ...- 0 0 l) 0 0 .o v. Lek 1 G1 61 0 1�61 01 0 81 1 _61 0. G1 1 61 C' ❑Tq�Tp3, 0 0 0 0 G 0 0 0 a I Thu [vnno. lW°/° 2 1146 573 0 2 t 1146 573 v Of 1146 2 573 0'. 2 1146 0 573 0 r-, 4 Th RtP I"cmd: LW% 0 0 { 0 0 5 _. : 0 0 o oaatee„loon 47 1 0 0 y 47 1 0 1t/ 211 66 'I 8 0' 66 'I 'm `}' S.hlrccnl 0 0 0 C 0,. 0 (1 D 0 Lek 50 1 __50 0 50 1 -._ 0 11/ .10,. 60 1 .___60. 0. 60 I� 60 _._ I ... J. AtThemm_Og 0 0 0 0 orb _' U 0 0 U n-- 'fhru'Fxs6ng:'i5n 87 0 0 0- 87 0 C st4:_-5: 92 0 0 0! 92 0 '1 0 Th RlPlctra: 15% 1 166 1 165 o11s __.15 1866 180 set l R9htMe0 R.vl s% 79 0 0 0 79 0 0 1G,b 94 0 0 0 0, 94 0 0 { Shunned - 0 0 0 0 0„ 0 0 r left 1 6 13G 1'3G 13� 0 136 136 Q: 136 IB80 _.. L J RL o„" or Tlnutwe 50' 27.2 9f p 0 222 0 - I 0 353 CIII c ; "10! 232 0 1 0 363 0 232 0 0 �63, m Th Ri Prgettxlws 353 _ umttd:emn, 131 01i 13'1 01 '13'1 0. 131 p i 5lar�l 0 0/. 0 Crdical Volumes: North South: 726 Nold, Sough: 726 Norlh-South: 726 North-Soutln 726 EasbWesc: 403 East-West 403 East West 423 Fast-W,,3L 423 Total: 1129 Total: 1129 Total: 1149 Total: 1149 Volomaf opacity (vm) rake. 0.792 0.792 0.806 0.806 vie less ATGAC adjustment: 0.792 0.792 0.806 0.806 Leval a servmo(Ii O C _ D T D P ROI ECT IM PAC mm,ee.e tms�am.a se= o.,., rv+++nu'xny nu.,o,.:,w,.anpu,_r.,:w+�� Change in We din to pligi 0.014 Av/c allermAIllpn: 0.014 w CovanP.rzoa; 2odr ev ecn alma on Significantly lmpavlvd7 NO Fully mitigated? NSA Coin Wiw +Am).i +Area =TObI Cann +Project Total lam.' Adjusted Total Wee PM Peak: 5:00 PA vnlnm¢ moll volume cmwthl ere entente lams vmnn,c volmm� rA.n. Lams vnlamc volume vmumO Wuss VOW c v1 left 86 1 Be 0t �, 86 1 Be 16%.i 16 102 1 102 0,. '102 1 102 _..._...._ hm'ExOrRa4l0o% a 2- 589 a. .— 0 2� 0 589 0 2L _ 0 589 o L t 1178 2 589. 0. 11 /8 0. 1178 0'.. 1176 0 0 F m alp oleo: llp% 0 l r ns 0 0 `o r� IbghtnA tnted:AM% 111 1 87 0 17t 1 87 J_— Of 171 1 8p 0'' 171 1 87 z "'r Shand 0 0 0 0 �'f. _ 0 0 t. LeR 'I24 t 17.4 n 124 1 , — 124 1"•'.. 0 124 1 124 —0 p, _ 174 1 124 . 1-" "fh SJBmoR, .. _ 0 0 0 0 �, 0 0 0 I Thn I t to too°k 1130 2 566 0 '1130 2 560 � 01 1'130 2 555 0, 113U 7 666 �d Ih R�P aMl lac% 0 0 --� 0 J = - 0 0 J D of fight Minted LW% 32 1 0 0 32 'I 0 tun% 11i_ 43 1 0 0, 43 1 0 ��{- Shared 0 0 0 0 w=� 0 0 0 0 teR 92. 1 02 U 9� 11 103 1 103 0 103 103 �1. Lt ThF Bnrrt,� 0 0 U 0 0% _ 0 0 0 0 296 0 0 - - 0 29G 0 0 % - 5 301 0 1L — 0 411 `- 3U1 0 I� 0 —. 41'I m� mWPojectm.)5% I� 391 t -_391 0% m w r 0� 0 ) / 10 1 0 0 0, '184 re - .... .. 0 Q 0 0 r Left. Left 8d 1 64 0 84 1 64 oh 01 84 4 84 0 II4 80 w-1 r LLThW BRT 0 , 0� 0 0 0 0 o- r - n t tM^r c '17S 0 0 0 125 0 0 ° ' b+ '130 0 0 0' 130 0 i 0 214 rn Rlnr s«om. swu 1 209 209 o l- _1 1 214 � t RightnItadt�� 50vs 84 0 0 ! 0', fl4 0 0 0/1 0� 84 0 0 01 84 0 0 s — - Shared 0 0 0 0 Ohf 0 0 _ 0 0 Critical Volumes: North -South: 713 Narlh-Soulh: 713 10101-SCuth: 713 North -South: 713 East-West 475 fast-Wesl: 475 Edo[West 495 East -Worst 495 Total: 1188 Total: 1188 Total: 1208 Total: 1208 Vohunalcapndty(Wn) reu,. 0.834 O.834. 0.848 0.848 v/e less nrSAC adjuslmonC 0.834 0.834 0.848 0.848 Lovel of Gervlce(LOS): D __ D D D P ROI E C I IMPACT Fdmm na ..A ...... _ -.a„, _., % w.*,.b Change in v/c due to project 0.014 Av/c aAormiligaUon: 0.014 P—clopvl 2605a007 4 seen Ntrns°e Significancy impacted? NO FullyarAigaled? N/A CM ACalc - Critical Movement Analvsis Calculator &.DW- v,nu.:. _.- No. ]_ -- 2015, EXISTING Critical Phases 2 — 2015, PROJECTED Anibschl (1pwtM1 j --- CUMWATWE VASE Crilil PhaSns: 2 2015, — WITH PROJECT In Quit - _. I otal 2015, WITH TRAFFIC MITIGATION Critlwl Plrasec 2 _In[ereeckion No.ftlVSouth Street: S Santa Fe Ave Capacity: 1500 fmm: It It It It 6pacity: 1500 Trip AM 191 92 283 Capsoly: 1500 E Sheet Signal,tWon: 1 to: i0INh4', Signal System: 1 6ce I PM 101 _. 97 _ . 198 Signal system: 1 27thst E 272h Si v/c letluctiac 0 % aC O.Oo/_; v/c reduaiom 0 % nlp AM 0 0 0 v/c reduction: 0 _. Analysis Uate: 06/05/2015 Opposed Phasing: 0 Opposed PhaSilg: 0 Geli 2 PM 0 _ 0 - 0 Opposed Phasing: 0 Counts L,x: +Amb.i +Ara -Tool +Projc[t _Total Lne Ad-1— TWiI tam: AM Peak: 7:15 AM vowm lanes vnlun e GrowNi rro' c[s volnm Lry volum I..e volum vaWm Lnez vonlma volume volunre Lms volume o f left __ 64 1 G4 0 64 1 64 g 0 G4 1 as 0 sa 1 64 i I t nt N(_6 RTOR- 0 0 0 a I I 0 0 0 0 Thnl t l 9 mm a 1 1503 766 i 0 1503 1 766 t 3pl 1533 1 781 0 1533 1 781 Th lam:w/ 1 766 1 766 1 780 _. : 1 781 or' Rhtmly td wi Righ28 vl 7 28 0 0 0 28 ) a 0'. 0 28 •' sha 4 Left 53 1 53 I 0 63 1 3 g 0�' 53 11 53 --0 0 53 1 _ 53 S L- ItTil aPT R: 0 0 0 C 0 0 0 l rh u'.r-nag: oh. 1 1232 650 0, ! 1232 I fi,+8 tb/', 15` 1247 1 666 OI 1 1247 666 Il RIP ie Uad: V/ 1 658 1 658 , ;', 1 666 1 666 Right bru"ha_m/ 0 84 0 ! 0 0 84 0 �' 1. 84 0 0 0 84 0 0 m.}. Shaped 0 0 ,. a ) r, a 0 0 a -T Left . 0 47 47 0 0 47 AI ad (e -: 0 47 0 47 0- 47 0 47 1. fn t7s RTOFS (7 0 0 0 0 0 0 0 'o . Th,f t ooe ) 0 2- 0 D 0 22 0 0 0', 22 0 0 0, 0 22 0 ,�. Th Rp 1-ctev ow, m 0 0 0 0 0,. 0 0 0 0 Ili, w9hxF ugolN m rughtuSholetl 0 26 0 28 0 28 0 26 0' 01 28 0 28 0 28 0 28 { 97 'I 97 0=, 97 'I 97 r' Left 0 13 '13 0 0 '13 13 ob O4 13 0 '13 0''. 0 13 13 a 7 li ntww�e ¢fig. 0 0 0 (7 bo 0 0 0 0 Thru r l n: m/ 3 0 0 0: 3 0 0 d/. 0? 3 0 0 0i 3 0 J -L lit RlP j w: om r0� 0 0' 0 0% 0 0 0 0 01 a hLMIJ t�:oss t 9 `<--_.... 0 _ 24 0 i 0 24 - 2A p/ O- 24 0( 24 Oi a 24 24 Shared 24 I 40 1 10 0i. 1 40 1 40 Critical Volumes: North-Soultr. 819 North. South: 819 North South 834 Norh-South: 834 East-West 121 Izast-West: '121 East-West: 121 EesbWest: 121 Total: 940 Total: 940 Total: 955 Total: 955 Volume/capacity (vi) Wiv. 0.626 0.626 0.636 0.636 is less ATsnc adjustment 0.626 0.626 0,636 0.636 Level of Service (Los): B B B B P R O J E C I 1 M P A C 1 r.lainm : Change in vSs due to pmlect 0.010 Av/c allermitigation 0.010 nvvuope'l sees-zoay by urn Allhill, Sgnlfiraply allotted? NO Fully mitgated? N/A Counts L nc IAmb., +Area =Total Lac +Projhct Tatol Lrc AdjutMd This, Lm: PM Peak: 5:00 PM vmnme Lna' voume Growth Pra" c volume Lzs vawmc vnlnme vownm Lms volume volume Voume Lms vowm- ^y let 7.2 1 22 -... 0 22 I -- 22 0 22 1 92 0i 22 1 22 _. c. Lt Th 0 (7 0 0 G "r 0 0 0 0 o I n l rs lip, Wis. n ru E-*ng: m/ 1308 1 657 0. 1308 1 607 b vi _ 16 1324 t 665 0': 1324 1 665 P m ItLo 1 <led: mu 1 657 1 557 0; - 1 666 1 665 o r' R9hsM ugatN_rv/.,_ 0 0 0 6 J 0 Ov,, - 0; 6 0 0 0 0 F Shield 6 J , ) 0 0 - 0 .a L Left 11 1 11 0 11 1 11 a:;_ C7!:, 11 1 11 0'. 11 1 11 b rTh S(D RTO tj_i-- J_ n , 0 g l Ifru Ellitups,m/ 1273 1( 653 0 1273 1 653 1596 15j 1288 1 661 0 1268 1IIF 66'1 i 4 T RIP t 7 ors c 1 653 1 = 653 c_ 1 661 I 661 of Rght Mugsm: rot __._.._ 33 0 0 33 0 0 1:� l 01 33 3 OI, 33 0 0 Shared 0 0 0 J (7 r) 0 0 Left _._.. 71 0 71 0 /1 0 /1 ad' f 01 - !1 0 7'I 0'. TI a '7'1 �L L ItTh PJn.LtL a 0 0 0 0 0 ulcs rim: m/ 7 0 0 0- .7 0 0 oh! 0 7 0 0 0 7 C 0 5' fh RIP j tea: VA 0 0 0 0 OW 0 0 0 0 w� rught Irtillat.d.0 - --- 34 0 34 I 0 34 0 34 g, OI 34 0 34 0:. 34 0 34 '{- Shared 'I 112 1 112 g, 'I 112 1 112 I a Left - -- '17 0 17 0 17 0 17 0°/ 1 O'. 17 0 9 7 0: 17 0 17 LL1Ilywa 311QR.- 0 0 0 0 anal -, --- 0 0 : 0 0 — Oucudog: ai 23 0 0 (7j a 0 06 7.3 0 0 0' 23 0 0 I Rll ),xAM:W 0 0 0 0 oi, �; 0 0 0 I7 �1 WghtMlgeleh we 0� .39 + 01 39 0' 39 01 38 0; 39 0 39 33 _.. 79 0 30 1 _. 79 ill I 79 I _ 79 Critical Volumes: North -South: 675 Noun South 675 Nor1h-South: 683 North-Soultr, 683 East-West 151 East West: '151 East-West: 151 East-West 151 Total: 826 Total. 826 Total: 834 Total: 834 vowm-/capacity (v/c)relio 0.551. 0.551 0,556 0,556 v/a less ATSAC adjuslmem: 0.551 0.551 0.556 0.556 Level of seesce(Los): A A A A PROJECT IMPACT r'arnarne: .n. ...• :n'n_e o, ., _v �:..,r Change in oo due to project'. 0.005 Av/caltermitgalion: 0.005 o-007 ovemPm 2msaaoy by u•.i AlmAsan 6ignificanlly llnpacletlP NO Fuily mdgafed9 NSA v.u, LAY CMACaIc - Critical Movement Analysis Calculator nn,eau nl Plannin and I. Id usa oavataomeat Intersection No.B 2015, EJ(IST/NG Crld[al Phases:0 . ID35, PROJECTED Ambie [G vsll � CUMULATIVE BASE Critical Plw5e5:0 2015, _— WITH PROJECT In OUY _.�. Total �._ 2035, WITH TRAFFIC MITIGATION col Phases:0 ........ __. North/South S[reeC Site Access West G aotY : 1200 P from: i<tHHs I Capacity: 1200 nin AM 191 92 283 WpacitY: 1200 ..__._ Last/West SU.t: Signal System:I to: IFRC411 Signal Sytem:I Gent PM 101 97 198 Signal System:l E 254h St u< a/c redtiw: 0a/o at 0.00%; v/c ietludion: 0% hi, AM 0 0 0 v/c reduction: 0% Analysis OTte 00105/2015 OpPusLyi Phasing: 0 Opposed I'hasirg: 0 Gan 2 PM 0 _ . 0 ... 0 ....hire Oppo:cxl Phasing: 0 Goums faaa .F Amb.' +Are+n =Tatar ianc +Po t =Twl AajusR Tatr Inns AM Peak: 7:00 AM v Vaiam Wacs vaun GrvwW: Pro' d5 e voian tortes voiam Vowm ei vaium a Ia volume Volume Volume lams Gown left _- 0 0 0 0 0 0 0 301 30 0 0 0 0 30 0 KTh NLFRrog 0 0 0 0 r s 0 0 0 0 cv I g:ap% 0 0 D 0 0 0 0 W,j Ol 0 �. H 'III Rf 1 ted:5wa 0 0 0 0 05j _ I 0 0 0 0 o r RI hlsl upultvl Eca U 0 0 - U - 0 0 0 ev 31 31 0 0 01 0 31 0 z ^F' Shared -_.. 1 0 1 0 Li. 11 61 1 69 o Left0 0 0 f J 0 ° 0 t, I ' 0 0 0 0 0 0 0 b• Lt ThSe T R: 0 0 0 0 0s -�i 0 0 0 0 �d 'Ilion C I9IWA 0 0, 0 0 '�. U 0 1 0, 0 9 0 �I 0 U 0 ,., •-I 'fh Rl Pmlmed sere 0 0 U >'„ ......_', 0 0 0 0 o✓ Rghtwdgomd snn 0 0 1 0 i 0 0 fi 0 0 l) 0 0 mx shared L 0 0 0� 0 0 > Si 0 0 0 0 Left 0 0 0 0',, 0 0 0 0 0 0 0, 0 0 0 cr'l• Lf Th F/S RTPR_. 0 0 0 0 m+ .. __.0.. 0 0 0 U 'o— ThgF sum:5wb a 261 0 0 - o r 0 251 1 - D ob: 0a} Ili 280 0 'I 0 — 328 0'' 2a0 0 1 0 -_ 328 �-V TI R(P 1 rW YUWb 1[ 2S1 _261 -- ull Right In uq wa. sn% 0 D 0 0 ! 0 0 0 on 48 40 D 0 0• Q8 0 0 {- Shared Urr 0 0 0 0%, U 0 0 0 .a r Left - wWugR: 0 0 _0 252 0 0 0 I L 0 2s2 0 g� 44 44 U I[ 0 313 0 AQ fl 1[ 0 m It Th JQR0 L -' _-0 o• Thm L t O 9'62 0 0 207 0 / 17� 269 0': 2.69 0 N• TIt RtP of ledawm 0 0 0 0 0/ 0 0 dtiulM: smr, 0 0 0 0 ° 0 0 ma,', 0�� U 0 0 0' 0 0 0 slareit Gunnel Volumas: Nepal 0 North Saulh: 0 though South 51 North-Souill: 61 Eaet WuM: 513 Fast -West 513 Gast -West: 641 East-West: 641 Total: 513 Total: 513 Total: 702 Total: 702 Velameicapacily(v/c) raffia: 0.428 0.428 0.585 0.585 ,an less ATSACad)oslmem: 0.428 0.428 0.585 0585 Level of service (Los): A A A A Y K U J LU I lull F A U I Fiimmoo... . .... Change in v/c due to project. 0,157 Av/e allermitgalion: 0.157 oorao-1 InISIMy Mrce. A,Ohi as 6ignir"only impeded? NO Fully miigated? NSA 5:0o PM courts Lnc +Am6., +Aru =YOGI Wrw +Project Tobl Inrw Adjart Tokd lane PM Peak: Worn.lams Valome GroL Pro'cis Volume lanes Volume Volumo Vulume Lan¢ Volume Volume Volume Lams Volume 0 U 0 0 0 26' 26 (1 0 0' 20 0 0 0 0 C 0 0 0 0 g l ThruiSuoug swi 0 o D ,r 4 0 0 0 0 0 D 0': 0 a 0 „ P nr tttF �tttw. sros 0 0 0 0 3/. _ ��.i -0 0 l9 miadsc.,, 0 0 0 0 0 0 0 IG 25{ 25 0 - 01'� 25 0 C� -5'1 �' h Shared 1 0 0 1� 51 _ '1 .� Left 0 0 0 0 0 0 _ 0 ur 0 U 0 0 01, 0 0 0 } It -tis Rfog 0 9 0 0 P/ 0 0 0 0 a 'Illai :.Jos 0 0 0 0 0 0 1 0,i 01 0 0 0 0 0 0 0 A Th RlPusj 'auu so% 0 0 0 J J 6i I D 0 0 U o J lil(ICMu Iv so°m. J Sic - 0 O 0 - 0 0 / I 0 f) 0 0: 0 0 0 eu+ Shared 0 0 U 0 I 0 0 0 0 Left 9 0 0 0 !. o 0 0 a 6 ;— 0'1 0 0 0 0 U 0 6 �1- Ltlh, ___..._ [ D RT2m. 0 0 0 0 0, U U 0 0 'n-- p Thus r o sev 442 0 0 _ 0 442 0 _. 0 gG P 8;. - 450 0 0 0 450 0 1 0 477 w�, Th Rln I t sms I 442 _ 1�49 I 47% _. ur �' Poyhpnnl IN sws 0 0 0; 1 U 0 (1 0� 27. 27 0 0 0'.. 27 0 0 �- slla� 0 D o o o f%� o o o D left 0 U 0 U, 0 0 0 0' 26 2.G 0 0 0'. 26 0 0, nr 3340 334 011� ado. 0 334 oL 24 35f1 0FJ0o 0 35(i ,334 O 4, �� 0 0 0 U�' 0': U 0', 0 > Sl aired Cull Volumes: North -South: 0 North -South: 0 Nortil-South: 51 North-SOLIIII: 51 r Int-West' 770 Fast -West: 776 East West: 861 Fast -Weal: 861 Total: 776 Total: 776 Total: 912 Total: 912 Vowmetrapadty(v/c)ratio 0.647 0.647 0.760 0.760 oc less ATSACaajustmerd: 0.647 0.647 0.760 0,760 Level of Service (LOS): B B C C P KUJ tC I 1 NI t'AU I slmnme: rw,.�im�r,"..r,as.,rynr Ge a,r..evsn_r .r..n Change in v/c due to pmjJ O. 113 Add oRermilgalion: 6.113 mr1nrv,ivm srwe's oavemP �rzopsgipr ey uaawasl:on 61yn1fiwoUylmpadod? YES Fullymiligaladl NO LAI=, CMACalc - Critical Movement Analysis Calculator Bum.of Planein, r d Wed hill Beveloymonl .., •� 11 G Intersection Np.9 2015, E%ISTING Critical Phases: 0 2015r PRO3 ECTED AIDbdenj GRn�ml ) CIIMULcTWE BASE Critical Phases: 0 2015 WITH PRWECT 111 2015 WITH TRAFFIC MITIGATION Crdical Phases:0 _,. North/South Street: Site Access Easy _......_.tree..... Capadty: 1200 from: 1fa RPi Glpacity: 1700 If Ill AM 191 _-_Pull;Total 92 283 Glossily: 1200 _.._.... Edst/Wa5[$treet: Si9wI5y4em', 1 to: ItR II I<- Sigaal System: 1 henA PM .._..M 101 97 ...tre0 198 _e .___0_ Si9nal5ystem: 1 F 254h SYree4 v/c r eduction: 0 % at O.D%i v/c Iedlution: 0 % Tdn A 0 We reduction: 0% Analysis Date: 06/05/2015 Opposed Phasing: 0 '�. Opposed Phasing: 0 Gen 2 PM D 0 0 Opposed PhasirH): 0 AM Peak: 7:15 AM e°ume Larm +ool +Ned lu +poljme Total _ to /WjuYG Total lane Volume Lanes Volume GrowNi Projects lameTram! Volume larwz volume Volume Volume lanes Volume Volume Volume Ian¢ Volume LOt 0 0 0 0 0 J 0 51! 51 0 0 OF St 0 0 �'J _t-PrNBRT Rr 0 0 0 0 VIL 0 0 0 a to I Thll uotlwl--sous -Dl 0 0 0 0" j 0 0 0 o� D,' 0 0 a _.. 0' 0 0 0 K P R(P )ectmauu 1 0 1 0 1 35 1[ 35 o h Risl " guou: sate 0 0 0 o- 0 D 0 a%; -_._, 35` 35 U 0 0, 0 35 0 Shared 0 0 0 0 0'S; 00 0 0 "m t. Left tree_ 0 0 0 0 0 Oi 0 0 0 O'. 0 0 0 � l- ¢Th 5LR10,La 0 0 0 0;.1 0 0 0 0 g L Tht th'Yg sea a a 0 U� 0 a C "- -' 0 a U 0 0, 0 0 0 .y ^i ThR0 i.Ied:IV 0 0 0 0 t', 0 0 0 0 aJ R,ghemugated so_w 0 a 0 0 a 0 0 0;, �' 0 0 0- 0 a 0 1e•{-. Shared 0 0 0 0 0 0 0 0 Left 0 0 U U "0 0 0 0"/' 0; 0 0 0 0; 0 0 0 �1• Lt Th1B RrOR,........ a 0 0 0 Oh' (1 U 0 0 �— "mN{L "ling: sees 26t a D a. '., 261 0 0 0 -6i 255 D D Oi D 255 D 2l 'fh Rln ii,tel: 5mi" 0 0 0 0 0,"; _ 0 0 0 0 ail Right Del sr, 0 0 a ''. a 0 0 0 0 56i 5. �G 0 0 0'. 56 0 0 �' Shared 0 0 0 0 0 0 0 0 0 Left _ 0 0 a 0 0 _ 0 0 0 51 ', — ai -a 0 0 0'. -- c 0 'i 0 ,- / jr Lt Th W B RT R: 1 L 25?. I[ 252 0 I[ 313 1[ 313 o— ThrWFWIm Schs 252 0 0 0 252 0 0 0% COL, 262 a 0 0''1 2C>2 a 0 ;n A- Th RIP )erred: Will 0 0 0 0 6%1 0 0 0 0 int Rlght Nbgatud: 50% ' 0 0 0 0 0 0 0 a,: _J 0. 0 0 0 0, 0 0 0 �' Shared 0 0 0 0 0a, 0 0 0 0 Critical Volumes: hlorlh-8oulh; 0 Nprlh"Sou;": 0 North -South: 35 Nil SCUIl1: 35 Ees6Wea1: 252 15as[.Nlest: 252 12m,L'Ar l; 313 East-WosL 313 Total: 252 Total: 252 Total; 348 Total: 348 V°lemehealel(wc) ratio: 0210 0,210 0.290 0.290 is less Al' SAC adjustment 0.210 0.210 0.290 0.290 Le"'dof selves (Los): A A A A PROJECT IMPACT r?me°m°'. orange in vie due to project; 0.080 o/carternifieaihon 0.080 evvmvm 2M'IscrP lry Kee mocls°e Sipnilicanlly impacted? NO Fullymitigated? N/A PM Peak: 4:00 PTV) G°un6 lane +And., I Area _Teral Lan' +Proeot Total torte Adjusts TOW Ia ne Volum o la nes Value u Gummi Pro is Volume to Lau¢ Value Volume Volume lams e Volume m Volume Volume m Lours Volume Left �- -- 0 J 0 0 0 0 0 " 47'. 47 0 0 O� 47 0 0 ;mot II rn NIB ftTOR 0 0 - o o b: a a �, a 0 a j Tllrara Bng: e% 0 0 0 ,� i 0 0 0 t%ti �,, 0 0 0 O; a 0 0 E I' Th R0 njesed. sell 1 0 1 0 wa 1 [ 30 - 1 J 30 `o r' ought nlug rsl Sces -_ a 0 0 0 a 0 0 30, 30 0' 60 0 0 ^h Shared 0 0 (' 0 OiL'' 0 0 0 0 a L Left 0 0 0 0 0 0 0 l,t r' 0 0 0 0: 9 0 tl b- Lt Th sLaroar 0 0 0 0 0': .). a 0 0 0 0 p l n-1 Till,, t'ry:eeer 0 D 0 0 0 0 0 0, 0 0 0 0! 0 0 0 Th R(n h tee s0% 0 0 0 0 fi0 0 0 0 RgltNlgRnl sre 0 0 0 r 0' 0 a 0 ., —� 0 0 0 0 0 0 0 m t Shared - 0 0 (1 1 1 0_ 0 0 -°1• Lell - a 0 0 0 a 0 a 1 r 0'. a a 0 - 0; a 0 0 Lt IhUGRem. 0 0 0 0 ws! 0 0 0 0 o— Ihru,F'fog: 50% 442 a 0 0 44'l_ 0 0 06: 1' 443 0 0 O 443 0 a 1Ny TT Rp steam: 5066 0 0 0 0 0"' �' 0 0 0 0 wl PoghVn ugatW _sms a 0 0 0 a 0 a 0si 32�� 32 0 0 0; 32 a 0 j Shared 0 0 0 0 07+� o 0 - 0 0 "m Left 0 0 0 0 0 0 0 all"0 291 29 0 0' 29 Lf rh`NIBRTOR. 1 3& I t � 634 0'/ 1 FGCB 11 368 o,L 'Th u_HI'mblg: Cork 334 0 - 0 0 334 0 0 07u 3'! 337 0 0 0'. 337 o o Th lU,n rfectm:sau a 0 0 0 0%'. 0 0 0 0 Rgltnlbgatm smI 0 0 0 0 0 0 0 0% - _0-�,, 0 0 0 0 0 0 0 0 0 0 0 wl' 0 0 0 0 Critical Volumes: North -South: 0 North -South: 0 NOI11h-South 30 North-Soulh: 30 East-West: 334 East-VVosC 334 Em;-VVesC 366 East-West: 366 Total: 334 Total: 334 Total: 396 Total: 396 VolameleaPadty(Wil) raeo: 0.278 0.278 0.330 0.330 io loss ATSACa l,ruMee: 0.278 0.278 0.330 0.330 Level orservma (Los): A A A A PROJECT IMPACT 111°vmv'. :rY.,.u- _ n"ev.,m ,y iw,.,o�r. cfe.ry.e Change in v/e due to proles" 0.052 Mkieffermitipatiolc 0.052 .,1,N scal bP lmn Signiticenlq impacted? NO Fullymillgated? N/A LATCMACalc - Critical Movement Analvsis Calculator n.na lenad 0nv 't Rur.m dPl ebomen[ Interse0ljon N0. 10 2015, EXIMNG 2015, PROJECTED CUMULATWE BASE 2015, WUH PROJECT 2035, WITHTRAFRC MITIGATION North/South Shffk: Gtlhcal Phases 4 Alnbient GaMita Critical Phases': 4 to Q tt _ Total Critical Phases 4 S Alameda St Capacity 1375 Imm: l<ft Nit '', Capacity: 1375 Ten AM 191 92 283 Capacity: 1375 EasUtNest Street Signal System: ! ex 1polela Signal Sysmar. t Ge,t I'M 101 97 198 Signal System: ! Site Access v/c rvtlucUore O% aL 0.00%'; v/c letludion: 0% TriP AM 0 0 0 v/c leducEon: O% _ Analysis Date O6/052015 OPPoaJ pilava g: 3 -... - OdAnmd Plmtilg: 3 fa, J PM 0 _ 0 0 Opinsed Phasing: 3 7:45 Gonna Lane Amb. +Ares =Toni lane A. =Tom! wne Adimoustvolume Totalvolume lax AM Peak: AM Volume lanes Volwne GrowtlY Pra" ds Volume Imms Valnme Voluectme Volume Volume toms Volume Volume Volume larvs Volume LeR 0 0 0 0'� 1 U 0 5%i ° D 0 - °1 0 0 0 �i LtTh�Aim 0 0 0 0 0,! 0 0 0 0 A I lhro Dicing: tam 607 0 0, 607 0 0 to _35i 572 ° 0= 572 0 h lh all i tm: Igor% 1 G07 1 „_ 1 670 1 733 `o P Right M igntW sm_m 0 0 0 0 ° ,607 0 /'- 98= 98 0 0 63; 0 161 0 z'$ Shared 0 0 ''i 0 0 0 0 0 0 a L. Left 0 0 0 r) O 0 n, 0 0 J 0: 0 O 0 It TIlS B/ 0.TOR: C Thni,i.sure. tedA 0 0 0 D- (7 0 0 10/, O1r 0 0 0 0= 0 0 0 'rh ol'sj«tea: trot 0 0 0 0 6;6' 0 0 0 0 sws 0 0 0 p. 0 0 1 u, °' 0 ° ma` Sharedorate,! 0 0 e 0 0 _°� 0 ) 7---Left _- ° ° o ° o 0 o e„I U D ° ° U o o a ,a rL Lt ThEg RTOR 0 0 0 0 Oa : 0 0 0 0 0 0 Tl C.ialm, 513et 0 0 0 0 0 0 0 ron 0'. 0 0 0 0, 0 0 0 S' T,Rl Pro;Mlsl: 'Des,0 0 0 0 0%'. _ 0 0 0 0 lug aghLM untm:_50_u_ 0 0 0 0 0 0 0 A 01 0 0 0 0! 0 0 0 9ur_d 0 0 0 0 0/ 0 0 0 0 !" Left_ 0 0 0 0 0 0 0, a 1t Th W 0 T R: 0 0 0 0 0 - IM, ro t wt 0 0 0 0 0% 0 0 0 0; 0 0 0 m Th RiP j lea 5T/, 0 0 0 0 g,1 k 0 0 , 0 0 >L d'htnlgmN sOnt y 0 1 0 0' 0 1 0 02,: 50i 50 1F 50 .15: 65 I[ G5 }' Shared 0 01 0 01 0% 0 0 0 0 cr-fHeal Volumes: North -South: 607 NorthSoulh: 607 NedhSoulh: 670 Nonh Soullr. 733 Eash`N.l: 0 Easl-West: 0 East-West: 50 Ensl-We.sl'. 65 Total: 607 Total: 607 Total: 720 Total: 798 Voh,melcapacgy(v/s) ram: 0.441 0.441 0.524 0.580 v/c less ATSAG adjustment: 0.441 0.441 0.524 0.580 Level of Sovice(LOS), A A A A K K U J L- l-I 1 IVI N A I_ I nlnnemn_ .... ......a+r�:r.,,.,7�.xa or-a,ecu.:u_u..c„ Change in v/c due to project: 0.083 dv/e altermNgation: 0.139 e�denna v2nutimo> by iK. alan.00n� Significantly impacted? NO fullymifgateA? N/A 5:09 PM Gonna lane 'F Amh.:: +nrca =rnm1 ra„e +Protect Tuml lax Adjusted! Total lax PM Peak: Volume lams Valnme GrnwW Pr.j,. Volume lanes Volume Volume Volume lanes Volume Volume Volume wee, Volume n Left ..._.__. o 0 0 n :, o 0 0 sr l 0 a 0 0, 0 U 0 `i ¢ n, Nta alpg'. a o u n o,t o 0 0 0 m mru'L rg 50% I ' n 475 0 0 0 479 0 _ o Ieti _23, 456 0 ° _ 0 456 0 ° (^ Th Iit P oJecel. ,fML 1 [ 479 11 _479 e �'._- 'I L 513 513 lb o r 9hpl "weel 5a1 0 0 0 0 U 0 0 5/, 5�; SY ( 0 °' 51 0 0 z `F' Shared 0 0 0 0 o-;I 0 0 0 0 .0 4 Left _ 0 0 0 t) 0 U 0 °- 0 0 0 (-' It Th SL0 RTOR 0 0 fl 0 9 ) C ''. G 0 n l ship:CesniSM 0 0 9 0. 0 0 0 ID/:' ..._. 01 0 ° ° 0� 0 0 0 5i Th-Rlwaluc�l:5o=i 0 0 - 0 0 0 D 0 D o•l RightNtgatcd 50'/ � 0 0 0 ` 0' 0 0 0 r` O 0 0 U O` U 0 0 `n -b Shared 0 0 0 0 u..,; 0 0 0 0 left ......._._. ° 0 0 0 ° 0 0 one 0�OF 0 ° U 0 0 �� Lk Th FiE RLOiq. 0 0 0 0 0% a ° o— Thru iEx'eWia: Sot 0 0 0 0_ 0 0 0 J%', 0'. O 0 ° 0.1 0 0 0 'n Z' n,-Rrmiedreaawr 0 0 0 0 O%'. __-_.: 0 a 0 0 1� eghr e tgated sue,0 0 0 0 0 0 0 /.- 0',' 0 0 0 0', 0 0 0 {' Shaled 0 0 ] 00 0)h 0 0 0 0 � r Left 0 0 0 0 0 0 0 5% 0! 0 0 0 0:0 D 0 0 0 0%: -.. 0 0 0 0 o•-- Thlry l:'Ong: jTA D 0 0 0 01. 0 C 0 i 0 0 esen: sons _ 0 _ _a 0 0 s 0� 0 39. 39 .1 [_ __3— 0! 39 1 39 i 51 Tta tl11 0 0 ° 0 0 ar 0 0 0 0 Critical VOlufnes: Noth-South. 479 North South: 479 North -South: 513 Noel' -South: 513 East -west 0 Easl-Wesl'. 0 East-West: 39 Eird West: 39 Total_ 479 'Total 479 Total: 552 Total: 552 Volumehapaoiry (ese) ratio: 0.348 0.348 0.401 0.401. We less ATSAG adjusimeel; 0.3A8 0.348 0.401 0.401 Level of Sam(Los): A A A A P K UJ tC1 I PAUI Change in v/c due to pegacl: 0.053 Ask anormlgalinn: 0.053 oP..aence 20n100i by K<n shim,- Signikoenllylmpacted? NO Fullynti6galed? N/A 4� C '0 a O' z� o O' N O' O o 0l 0 pM 00 Oi0 00 Ol O L N I, o p M M H; CY) O a �. T-A ". m m fu M 0-Q- a c o ,fa U L. 9 fL o Q LO I I N N C O U O (6 a� I E E CO 0 U 12 Q m U 0 0 0 cu a) U VJ ^o W J C 9 ¢¢ p p¢¢ p p a a¢ a a¢ a p¢ Q a a m z Z Z z Z z z Z Z Z Z Z Z Z Z Z Z Z _ E 0 w :E 4 a O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E N u O O r1 N O O t0 M O O O O O d O O O O O O O O O O O O O O O O O O O O 0 0 tL w O a Q 0 u u m 0 m Q¢ u a ¢ a Q a N In N W Lt'1 N n O to 'i LD N O f� M W O) tD O] O ti I n N > j O O m O� Lq Lq W m Il rl� W OR LD Lq M ..... _._.._.- v o w w v o¢ a u u u u o❑ m¢ a m¢¢¢ a m v E L) -( ti O O O O O O O O O O O O O O O O O O p w w u o Q¢ U u u U u o m¢¢ m a¢ Q¢ N C O O O O O O O O O O O O O O O O O O O O amo¢ a Q a. ¢ d Q a¢ m¢ m Q m¢ o_ ¢ m¢ m M di m of N d$ C6 df N N N N ro C6 m Ln m m N Ln a w ¢ w N M O w N 0 N M (U N N V) a)U) (n fn U M U M N U d E L n E s E E E ¢ L¢ E¢ Q N Q d' V1 N V7 N ,y� N ♦-� N ¢ x.+ m w V) w Ln (n m w V) w In w m w (n w (n w M (n Z O CMACalc - Critical Movement Analysis Calculator :, WinJ,� IDterset[OnND.l 2015, E%ISTING Crlllral Phase : 3 .2037PRWECTEDCUMULATNE Ambient Rh 'i, -- BASK Crtc l Phases: 3 201>WIIlIPROJECT g Out, — goeteI 201>,WIIHTRAFFIC MITIGATION Cut.1 Places: 3 N ... -- N arauth St S Alameda 5Y Al GpPaciLY: 1h25 bmt It 1Mflt It ', Capacity: 1425 I^n AM 191 92 283 CaPaziLY'. 1425 Fast/West StreeC Signal 5/s!em:2 [. Ikll IFNj St9na15ystum; 2 Gent PM 301 ,97 _198 St9ma15yslem:2 E Washioglon Blvd v/creduction: 7% C 1.46%i Y/c reauctiom 7% Inp AM 0 0 0 v/c reducaiem 7% Awlysis Dale OG/OSI2.015 OPPOscd Phasing. 0 opposed! PhasimJ0 ron i PM 0 0 "-- - 0 Opposetl Phasing: 0 AM Peak: 8:00 AM coun Volum lams n Leue volume IAnb,, GrowWl +Arco Pro' =Toral Volume lanes VolumeVolumeValmn IP.jVci Tmal lanes Volms Adjusted] Valum e To.l Volume lames Lune Volume 1500 4 155 1 155 56 5( 160 1 160 0 160 t 160 e a c I 4 Lt Th LB RItL 150 0 0 _0 I ThatLsn g 50% 11G0 21 584 341- 31 1205 2�. _G03 ar. 81 1213 2(_ 607 0- 1213 Q� 60p L- P 'm R(P lr<Ra_amr 0 0 l -0 0 0'+ d 0 0 `o r' Rgnwlpuled sa_ro 75 1 0 2 77 i 0 5+ 5 62 1 0 0 82 1 0 2.4. Sha etl 0 0 0 0 0 0 0 0 a L. Left 1 256 256 25 8 1 264 ---- 264 r o 01 264 1 264 --- 0' I 2G4 264 ---- --- - }- Lt T115B RTOR. 0 0 0 0 C 1 0 0 0 ro t to"'U1,beF smm 2 899 450 26; 17l 942 2 471 ;0 %: 18 8; 980 2 ASO Oi 2 990 480 a d Th ainup tat smm 0 0 : 0 0 _._.: 0 0 - :) 0 o ✓ Po9h mly>ue smm --'- 1 150 52 4i 1 154 54 Oi 164 1 54 0 154 1 54 '°•d-• Shared 0 0 0 0 - (7 0 0 0 Lett 1 195 '195 .._.._., G ' :,, I 201 701 __.- 0e 0' 201 t 201 - 0. I 201 201 -- 1. It Tr E(B RTOR: __.. 0 6 0 0 0� 0 'o— '(hn r'mtinnami 2 490 ?.A5 11 2 28 264 m----.' o: s7_0 7 2.64 0; 2 628 7_fih N fh-IU Prolecled:,wm 0 0 1 _- all, 0 0 0 0 m wl Rghphtlg mn corm - 1 22'I 140 / 9' 737 Q ,1u0 10. 20."7 1 167 O1 1 2A/ '167 N1��0ow 0 0 0 0 0 r L R 1 27I 2'71 6 ' -- I 7/9 279 v/ 101 789 1 7.09 0. 289 I 289 r (' O -a d61 2I A61 It Usinly 892 21 4AG 76 3} 921 7� 4fi11 - 06 0 921 7� 0, 9>1 - - Th ofPmeam smm 0 0 0 0 o u 0 a 0 o Rlgh[nt bgoLed rmu - 149 1 2'I - ,I,'' 1 153 71 ohi 0°; 153 '1 21 0:- 1 153 21 _- Shared -- 0 0 0 0 0 0 0 0 Critical Volumes: North -South: 840 North Saulh: 866 Nonh South: 870 North -South: 870 East4Vmsl: 641 East-Wosi 661 Fast-Wosl: 661 East-West: 661 Total: 1481 Total: 1528 Total: 1532 Total: 1532 volumelespacily (v/c) ratio: 1.039 1.072 1.075 1.075 vm lees Al SAO adjustment: 0.969 1.002 1.005 1.005 Level of S,,h,e(LOS): E F F F I maoamm p—',"Atm1 Change in v/c due to project: 0.003 Av/m allerm'Iligat'nn: 0,003 ao.ammroze01a001 le esu Nlmis. Slgnifiaanliy impecled7 NO Fully mdlgaled4 N/A GO1nm� lame '14 1, 4Arca =Todt Lou �t Project Toted Land, AdustrG Tobl lam: PM Peak: 4:30 PM Volume lance Volume Grow. Pro c6 Polume '.mes Volume Volume Volume Lams Volume Volume Volume lams Volume left _ 108 1 106 S 91 120 1 120 56 5 125 1 125 0. 125 1 125 ;'4 -_ ItThNLBRTT 0 0 j 0 0 _-b72 w_ 0 0 � 0 7� 0 576 0 I a Thru!Win 5A/ g 1093 2I 547 — 32; 18' 1143 2 1nm 9 1152 z 57G 0; 1162 .- ,'-.; 1- Thal Pmlemvtamm 0 0 - 0 0 0 0 0 `o r Rlgh hllnamvl sv/ 77 1 0 2- 79 1 0 A,, t 5j 84 1 2 0' 84 1 2 shaven --.. 0 0 0 0 u,' 0 1 300 t 1 309 0l, ' 0' 309 7 309 -- 0'. 309 1 [_309 .._._. ....-..- u Tha/B aro6�_ 300 o 0 9 309 -.-.. 0 0 1 a 0 0 a° l lhr `E' [ J 5mr 1017 2 509 30 4'I 1051 2 525 10 11: 16G1 2 530 0,. 1061 2 530 �..{ Th lit Pr01 ma. sou 0 0 0 0 0 0 0 0 of Rlghthlugetcc_sm_m 7.18 'I 110 G, 224 'I 113 or 0',; 274 - 'I 113 0, 224 1 113 On, 1- - Shared U 0 0 ) ,h'.. U D 9 0 215 6 271 22' 0 7TI 221 27. 221 �- L[ 0 Erj rnt 0 0 0 1 0 07, 0 0 0 0 'o— n Ihu tembm:euds 903 2 d92 79 3 1015 507 0, -----, 0, 1015 2� 507 0, 1015 21 507 -NT Th RIP 7 tea: 5VA 0 0 0 0 0, 0 0 0 0 n°l ul� Riglt Mlg lod e0a, 71�— 1 165 b 3 ?78 1 168 5r 233 I 170 0: 233 1 '170 Shard 0 0� 0 0 0�_-_._. 159 164 IT 1Gh 160 .k r -.� BRiOm/< '154 a 159 0 0 0 0 o mRhlx 847 ) 424 25 iA' E96 2 __.- 448 Or ago 7 hA0 01 896 2 448 m rh R,Nojo mhl bmo 0 0 0 0 0,0. 0 0 0 l7 '79 at_ s ILgh[mlgazmamm - - 226 'I 76 7 t 233 'I 70 oh, 0' 233 1 79 0'. 233 1 } shard 0 6 0 n o,Si 0 0 0 0 Critical Volumes: North -South: 847 _. Narlh Sclllll: 880 North-SOO, 885 Nc h-South: 885 East-Wesl', 646 East-West: 669 East-West: 671 East-West: 671 Total 1492 Total: 1550 Total: 1556 Total 1556 v01umolos iry(v/c)ratio: 1.047 1,087 1.092 1.092 /c less nrsnc aaluatmam: 0.977 1.017 1,022 11022 level or sen•ieu (Los): E F F F P R V J C l- T 1 M P H 1. amo- ....,,..n.urn,T+�,naae,.q�;rw..o-Frn�.r«e-m 'Xu Change in V/c due to projed: 0.005 nV/callerm7gu0n: 0.005 nV1pN h,, SIn1M sto n o�Bu„r,l zoos z0m uyrcm nlmnlsnub Signifcomby impaled? NO Fully millgated4 NSA CMACalc - Critical Movement Analvsis Calculator I t E N 2 2030, EXISTING Critical Phases: 3 „201), PRO]ECTEOCGMGLATNEOASE Nnhient Grom[h — Crilical Phases: 3 -- 2017,WIIR In PROJECT OutTotal 2017, War" TRAFFIC MITIGATION Critical Phases: 3 NorM/South Street S Alameda 5[ Capacity: 1475 from AF It RIk Capacty: 1425 inP AM 191 92 283 CapadN: 1425 . __ _. __ Cast/West Street Stgnal5ystem: 1 [o: Itk41t '1 Stgtwl5ystem: 1 Gcil PPt 101 97 198 Signal system: 1 @2Ath St/E25th St v/c reduction: 0n/o a[: 1.46%'i v/c mduction: D% grip AM 0 U 0 v/c iMuctian: Dn/o Fl lalysis Date 06/05/2015 0pposed Phasing: 2 Opposed Phan, 2 Gc,> PM., 0 -0 - 0 Oppo.d Phasing: 2 !aunts Wne +Amb +Ama =Total Wne +Project Total AVjaaMlume Tahl W� AM Peak, 7:30 AM Vob me Woes Volumm Growth .Pro ects Valnmc lams Volun volume m Volnme !ants W Volume Volume Volume W Volume l Left 1 so 8D __. 2 82 1 r - 42 I 61 88 11-. .._iS8 0' 86 ___FSE{ �-1 LGTh NIa Ri Olt. 0 0 0 0 0 0 t 0 0 z, t Thru t t n 7s= 1350 3 450 40 4'. 1394 3 465 a g!. 1403 3 A6� 0j 1403 3 468 s, h Tin RIP 1 ted 75% C (l 0 0 C o r Ri9htn ul IM Is/ - II2 7 55 2 1 b4 56 33% 0� 84 1 34 Oi 1 84 34 z^h Shared 0 0 0 0 a 0 0 0 1 96 96 3 1 99 99 n 381 137 1 137 0 137 1 137 t' Lt1NKQj TO$ 0 0 0 0 0 0 0 0 Th u t Ing 50%, 1 F 1162 607 34 26: 1 1222 638 Oi 1222 1 638 Or 1 1222 638 'rh RIP ye[t4d:50°% 11 607 1 630 1 6388 1 638 e Right NdgaNC ,m, I r• 0 o) 0 2 0 54 0 r: J; 54 O 0 ) 0 54 0 0 In -!-- Shared _ 0 0 0 0 0 0 0 0 Left 34 0 0 1 311, 0 0 o D''', 36 (1 0 01. 35 0 0 Lt Ulf US RToR:. 0 0 0 0 C^ 0 0 0 0 fhlu c'r, nac o 0 83 0 21 0 85 0 1/ 29''� 114 0 0 01, 0 11A 0 . T Th R{P 1 tm ,lHb 0 0 ',, 0 0 g^ 0 0 0 1 Right ntg t d sa^r - 49 0 0 --- 1 0 �o _.._ 0 0/ 0^ '0 _— - 0 0 r 0 �0 —0 {• Shared 1 166 I : 1 171 a^ I� 200 'I 200 _ r' Left - 36 1 36 1 : 1 37 37 a1 �— 30'. 67 '1 67 0' '1 6/ 67 v 0 0 0 0 0 0 U 0 0 Thu cebng.--stem 0 120 0 4 0 132 ( 0 s oFl 3 140 0 �. _ 0 0� 0 140 0 m Th RU ctm ge: sar 1 a,i8 1 227 a Righ[rcUore ta sn� 0 88 ).1 0 91 "a m, 9: 100 0 100 0i' 100 a 100 Shared 68 0 0 81 0 0 Nzi 0 0 t Critical Volumes: North -South: 687 mrth-South: 720 North South 726 Noiih-South: 726 Fast Wr,st 382 East-West: 393 East West: 439 cast -West: 439 Total) 1069 Total: 1113 Total 1166 Total: 1165 vommelcapaWy(V/C)miles 0.750 OJ81 0.818 0.818 VI] less ATSAG adpmlmenr. 0.750 0.781 0.818 0.818 LoVrl at Sc,,lce(LOS): C C D D PROJECT IMPACT lulrpnme , _ ._ c„a... Change ln v/c dno to pmjecb 0.037 Av/eallerml7lgalion: 0.037 oevenn^a z000aomgl<^n mmnlnnn Signilicanllylmpaclsd? YES Fullymiggated? NO counts Wmx +AmL.'. +Area =Total Wrm +Vrotccf Total Adjia1N Total Wne PM Peak: a:3o PM Volume Wnes Volume GrovNt'. Pro' Volume Wms Volume Volume Volume Wru WceVolunro Volnme Valulne Wma Volume Lett _ fl1 it —91 3 94 1 94 / 7� 101 1 101 0� 101 1 101 LLlhN�O& 0 0 0 D 0 0 0 0 a "RI I '9 o M% 1135 3 378 331, 2711 1196 3 398 0- 1204 3 401 0, ' 1204 3 401 i P' Th-Rl ejea,v.7s% 0 0 1 0 0 0 0 0 0 or' Right Pt Inn, 17sas 63 '1 12 1 6G 1 17 3^ ' Oj 85 1 0 0` 85 1 0 + Shared 0 a2" 0 0 o., D 0 0 0 o t. Left 225 1 225 71 232 1 232 20 20 252 1 252 1), 252 1 252 i- It nlrsla R rQR. 0 7 0 0 0 0 0 0 I Thru T t n Ww '1149 1 600 34 /1 PI90 1 621 0 1190 i 621 0 1'190 1 629 u '1h RIP 1 t,,sov 1 600 i 629 / - 1 62'I 1 621 oj RIgltn M9,1tM 51 50 0 0 t. : 51 0 0 91 51 0 0 O! J1 U 0 mk Shored O J U 0 g•6, 0 0 0_ 0 Celt 42 U 0 I 43 0 0 0 0l 43 0 0 0 43 0 0 c.J. Lt lhCa R - 0 0 0 0 c/ 0 0 -, 0 0 ��-- ThnC es unpamr - 134 0 0 41 138 0 0 I e 15: 153 0 0 0� '153 0 0 p n, Y "n, RI P 1 etas: swn 0 0 0 0 a s _ tl 0 1 0 0 m tut Right '!oaten aya G3 0 0 2 G5 0 0 g; 0'1 65 OjI 85 0 0 4Shl d 1 239 1 246 ),� 1 261 28'I d Leh _ 95 1 95 96 t30 1 130 01 160 1 130 T L[ fh V I 0 0 0 0 u 0 0 0 0 o-L ThJut 9 sou 148 0 0 0 0/ 160 0 ,I 0 'LBA 0 1G0 0 IL 0 'd60 i'h Rl1 t 1 SUS, I 239 74� -t g/ (_ L- L Righe PIl9 and bTr'/ s OI 91 94 0l J4 A l 10' 'IOh 0 04 d 104 0 104 s 6h:ve(I 0 0 a 0l U 0 _0 0 C(Rical VOILIMOS: North Sol"' 691 North South 714 North South 721 North South 721 Fast -West: 478 East-West 492 Fast -West 525 East-West 525 Total: 1169 Total 1206 Total: 1246 Total: 1246 vowmemapacay (urc7 ratio: 0.87.0 0.847 0.875 0.8.75 •Wo less ATSAC adjustment. 0,820 0.847 0.875 0.875 to.]ar Se,Inn(LOS): D D DI D r ra tla EC r 1of PAC r Change in We due to pmjeel: 0.028 We ape,nnfigation: 0.028 oevooPnl zees'-zwr dy Icon nlmnrson 3ignifwanlly impected4 YES Fully mitigated? NO LAI- CMACalc -Critical Movement Analysis Calculator Intersection No 3 2015, F)3S NG Critical Phases: 2 _ 201>, PROJECTED Aml lent Gra Ah j CUMULATIVE BASE Crylical Phases: 2 201> WIIH PRWER In _ 0 t 0tal 201> WIIIi TRAFFIC MIIIGpTION Calicll Phases. 2 _ North/South Street: 5 fllameda 5¢ Canaciry: 1500 from, crolta', opacity: 1500 Trip AM 191 92 283 Capacity: 1500 dodpctem: 1 to; r, l46 Signal5yslem: 1 cons PIA 101 97 --� 198 ^0 Signal System: 1 5 AlaGst d. S S F1lameda St a/c v/c reduction: 0% at 1.46°0� v/c rcvludim: 0% rtiP AM 0 v/c re<hKtim: O% Analysis Date: 0610512015 Opposed PM1asiny: 1 _-_-_ OPPos'-rl Phasiny1 Gen 2 PP1 0 U 0 OOposM PM1asing: 1 Camr6 tarry +Arab.: +Area =Total Lamm +fumimt =Total lane Adju dal Towl Lou. AM Peak: Tao AM valaare Lams Volume GmuThi Pro aV Volume Lau. Vamna Valame Wamo Lore, Vamme V°wme V.I.... Lr,c VPlumo a} Left _ 0 0 0 �. ! 0 0 0 on 0! 0 0 0 01 0 0 J ItThD Iia9R:. 0 6 :. 0 J i 0 0 0 0 a' tivp e r IJ Wm , 0 0 0 0 9 0 33h 0!: h Th RiF im a: wd, 0 0 : ( 0 0 ovy ( 0 0 a 0 o r Rlgh¢MulJalerl ow 0 0 0 0 0 0 0 I' i0 0 0 0 0; 0 0 0 Shared 0 0 0 0 0 0 i 0 0 t. Lett 1 212 212 6 244 1—_..744 J .12' 256 1 256 0, 256 1,__256 f' ¢ Th sl6 RTGrc ) (1 0 0 a _ i 0 0 ', C 0 ( TI.... tlny!Wk 0 0 0' 0 9 0 33% 01 6 9 0 a. 0 0 0 ce ,1 Th-Rl Prajecled: P4 0 0 �1 0 0 fi9'i j 0 0 0 0 of RighLN gyareU: wa - 0 0 0 : 0 0 0 U I' r O[ 0 0 0 0 i D J (1 Shared 0 J 0 0 15; 0 0 Left _-_........ 2 003 497 m - 27 2 930 L-- 511 as - 0'. 930 2 511 -.._.— 0'. 2 930 -- 511 �11• LFTh yB UQR 0 0 0 0 WA 0 0 0 0 b — Th u1Fx' uny: Wr 0 0 0 0 0 J- 0 0 0�'. 0 0 0 -�-V "nI Rl Projeael: Gw 0 0 0 0 0 0 0 a o'. 0 0 0 0 0 a'l R h MA ledla>r S 9 5 _ _--. 0 0 0 ,, 0 0 0 a�' 0 0 0 0, 0 0 0 { Shared 0 0 0 0 o-6 �� 0 0 .__.... 0 r Let ............. 0 0 -0 0 0 0 0 0 a 0: 0 0 0 0 0 0 0 r" I t u, w B I RTOR- 0 0 0 0 0, _ 0 0 0 0 a Thnl am": bw 0 0 0 0 0 0 0 P 0� 0 0 0 0 0 0 0 �.L ThRIPm W:oA 0 0 0 0 d= — r 0 0 0 0 wl Right MnyaVV: T% 0 0 0, I U 0 0 0U 01 0 0 0 Oi 0 0 0 S Shared ._...._. 0 0 0 Crilical Volumes: North -South: 212 North 50ulh: 244 North Smith: 256 NOrlbSoulh: 256 Gast -Wort: 497 End -West 511 East-West: 611 Easl-West: 511 Total: 709 Total: 756 Total: 768 Total: 768 volamarcaprioty(v2) ratio: 0,472 0.504 0.512 0.512 We lessn'rsnc aajuslment 0.472 0,504 0.512 0512 LOVm msarvme (Los): A A A A P K U J E C I 1 M P A C t nw-.rn.NRz;„am„c.k,a.,ars,a,rulr,ataFmne.m r. enlvl Change inv/e due to jergarl: 0.008 Ov/o alter mil'galwn: 0.008 N°rI,m 1.5.1c7 by K. 11W r, Significantly impacted? NO Fullymltlgeled? N/A 4:30 PM Cmmn Lne +Amb., +Area =Total _a— +Project Total Lane Adjustal Total larw PM Peak: Volume Lrxs Volume GrowthProects Volume Lry Volume Volume Volume Lucy Volume Volume Volume rams Volume a} Left O 6 1 6 0 lI V o Thn ll: sT J: W/ 0 0 I, ° 0 0 �% 0 U 0 0 Th PoP ] lea: o94 0 O 0 0 T., `a r' RightMugatm: WA 0 0 D 0 7 0 9 Ol 0 0 10 (/, rl 0 0 z ^F' Shared 0 0 0 7 011 1 0 0 0 0 Left _ -- 30 1 330 10 347 1 — 347 L 13; 360 'I 360 0'. 380 1 360 I- uTIIS/a I�TDrt g 5 0 0 t ,) 0 U 0 a l flaul Due,, Wh 0 � ➢' 0 -0 0 JJk v f) 0 0,' 0 0 0 Ell LI-Rlpm7eawl: lyd 0 0 0 0 0r6i 1, 0 0 0 0 0j Bight lnbgatW W_d_ 0 0 0 0 0 0 r 01 C 0 D 0 0 9 mti- SltTral 0 0 0 0 a'a 0 0 _ 0 D -1 Left 6.1b 2 448 74 639 __ 2 461 o=hl Oi 839 2141331 0� 839 7. 461 c-?- IIIIIyeL� 0 0 0 D Ok: 0 0 0 0 0— Th u',c Ilhd: ws 0 0 0 0- 0 0 0 :. 0'1 0 0 0 0.', 6 0 U 'N y' Th-R{Pm-ta): Wb 0 0 0 0 mt, 0 0 0 U INl RghtNugild Wi, 0 0 0 0 0 0 0 c,;-- 0' 0 0 0 01 0 0 0 ' Shoed 0 0 0 0 J,'. 0 0 0 0 ar Left 0 0 0 01 0 0 0 Oj 0 0 0 01 0 0 0 �Y It111ALB RTT9L 0 0 0 0 0u i 0 0 0 0 0�- Thrwe-rnu:M 0 0 0 0 0 0 0 0,1 .__0 0 0 0 0�` 0 0 0 „.� Th ail , lal Wi 0 0 0 0 0; 0 0 0 0 ?� Rght'Irlwoh wm 0 0 0 0 0 0 0 0% 0i 0 0 0, 0 0 0 Shared 0 0 0 0 0%, Gifical r/ LIMOS: _ North -South: 330 _ .__._ North -South: 347 NOdh,SOUIh: 360 North -South: 360 East-West 448 Earl -West: 461 East-West 461 East-West: 461 Total: 778 Total: 808 Total: 821 Total: 821 Volume/capacity(vro)ralio: 0.519 0.539 0.547 0.547 Vm less A'rsACadjuslmem: 0,519 0.539 0.547 0.547 Level or sarNoe(LOS): q A AlA PROJECT I M P A C L Change in VIC due to prejecl: 0.008 AV/0 aflermiCgaRM: 0.008 oo.d°nnlzass-uwt by um mwuyoa Signilicaulty ilnl>aded? No Fully mitigated? N/A CMACalc -Critical Movement Analysis Calculator r.cinticurnNO^4 015,E%ISBN Critical 0 Phlic 2ll _ _nmbyl M ETEU CUMULATIVE BASE Crtical chases 0 201] _ WRH PROIER In .Out . Total 201]�WITH TRAFFZCMRIGATION Critical Plusses: 0 Nort. S Alameda St : 1200 rmm: RJ;CJk Capacity: 1200 T`m AM- 191 92 283 Capacity: 1200 _ _..__ Cast/West Street Slgnal5ysfim: 1 to OIkIH � Signal System t cry 1 PM 101 _ 97 198 &9na1 5ys[em: 1 E 27tfl St v/c rcvludiws 0% oI at I /_"_, v/c reduchon: 0"/o nm AM 0 0 0 v/creJuctlon: 0% Analysis cratic 00/0$/2075 OCom rhasn OV"lume OVpaSetl Phasing: , OVpT Ph 0 'rural AM Peak 7. 15 AM comuns Vel m c La Lane +Aura IAma Growtlr Pro =rota? I., Loch? V"utm¢ =Tolml rural lairs laity V me na)maa Volume sing ` l.. vmmmc 0 1',� .I U O 0 0 01 left _ 0 0 U 0 0 ) 0 0 3 ItTM' RCORI 0 0 0 0 ( i Ihm E l m mu 061 0 0 625 1/ 4 602 0 1 U 647 3 631 865 ( 0 665 J 0 710 s ♦•' ThR(P 1 Low 1 _ 0 o r' RI htMl Id er/ 9 ° 0 44 0 t 0 45 O 01 46 0 0 45 0 Shared 0 0 0 0 0 Rc — — It 24 0f 18 1 25 0 1 O 219 I' r 0 c6 0 1 223 3 0 25 0 1 U 723 l-' _ TlrsJe arQg' 0 _ _ �) The."W/n z' U t56 J 5 2G'i 0 987 t .a, 12', 199 0 0 0, 0 199 0 -n1 RIY tCtaL Rfi 0 V O O 0 0 of R9htMlgmea WA O 0 fl. ( O U U G 0 ll O �: 0 0 0 m •.F snared —...... 0 U 0 0 0 >°"t `)'i 0 o J 0 It 0 0 0- 0 ul. LcI 11 FlBRO; 0 0 i 0 0 Yt I 0 0 9 0 o— Th. 'F rel":c°/v 0 0 0 0 '', 0 0 0 os, 0! N'y rh Ripude,red. ore. wl Rsaran: 0'i h 0 0 0 0 J 0 O a 0j 0 0 O 0 ! 0 (1 0 — - { Shrecd 0 0 0 0 0 Obi 0 0 0 0 .w r left 10 0 0 0 'i 10 0 0 w' Ol 10 0 U 0. 0 10 0 cam. It nUl to RTO$; 0 O O 0 0� p 9 0 0 0 0 0 0 Or 0 0 0 lh RIP iectti: o^r 0 0 0 J o'S _0'' 0 0 q Mja ow ��-- 57 0 0 ? 69 o _ o o°N pi ss 0 ---s� 0�' s9 _as - Shared .1 67 1 69 ON. 1 Critical Volumes: Noili-South: 805 North -South: 859 North -South: 934 North-SOulh: 934 Fast West: 61 EGst-Wlicl: 69 East-Wesl: 69 Cast-Wesl'. 69 Total: 872 Total: 928 Total: 1003 Total: 1003 vommelcapacity(V2) ratio: 0.727 0.773 0.836 0.836 vm less MrSAG adjusarmnc 0.727 0.773 0.836 0,836 Level of Service(LOS): C C E Flmlmmc. erro.rswsmmmVlChange io v/c duo to pm; 0.063 A0. mpluritgzlleic 0.063 o"Vamnsa 2ee5¢om ny xrr Aumis"P Significantly impacted? YES Fully mNgzled? NO Go""" r-m^m +nma., +n.ci =root lane +rmt<ce curer? laity na;usom Tmtl IaM PM Peak: s:oo PM Volume !secs Valum_ Gmwtli. Prm eah Volume lanes V"lum e Volume Volume Lanes Vmlum lira Volumelanes Valumc 'i left r U 0 : 0 0I 0 0 10 0_ 0 0 0 _ o I Jll eF ung: reu 439 1 tl 0 454 13 77,- 479 0 0 _ U 494 3sa 'e ..... 34',,: 513 U 11 0 - 526 0 '. 513 J t � U 528 5 (- `o r• Th afr led: o°i R9htnlug,ted: uw-... 16 0 O 0 IS '� 0 15 0 0�, 15 0 Shard 0 0 1 0 ,. 0 L. Left _ 17 0 ) 1 18 5 1 � _ U 352 0"' ` Oj 18 O I ( 5 365 0. 18 ) 1 366 � F ItTilti arolz 1 335 _ - l Il nl l' f 9 0'/ 318 11 0 9 /, 334 O 0 34 io '13 347 0 J 0 347 U 0 1 0 I) tiJ Right MlWated: au J f- J 0 '7 Ica 0 0 O f1 O (IF", 0' O 0 0 Ot, 0 0 0 T1-1 c _; elhge RTgg p 0 (1 0 0 a1: 0 0 0 0 �— mua'rg Wh 0 o O 0 0 0 0 0; 0' - m RlP of rc do M, J 0 0 0 0" 0 0 0 U 16'l In Right Mlgalg,: 0% 0 0 0 0 0 D 0 U'�, : O U 0 0 O' 0 0 0 {' Sia ed -- 0 O 01: 0 0 0 U ,m r LeR 41 0 0 1 42 0 0 0„ 0 42 0 0 42 00 C t hW1G Grog 0 0 0 0 __ t 0 0 Ors n l r ism U3n 0 0 0 01 0 0; ° , in rh R F I`ctauw 0 0 0 0 a o ..0. O 0 0 0 m t. aOh�Inl lm: mr 66 2 '', 66 o....-11id 1�..._-i 0'' 66 0 . .._0 1 '107 0� _G8 10 1 110 Crilical Volumes: North-SOlhil: 789 North South: 846 North -South: 893 Mirth South: 893 EWskivest: '107 East-West: 'I to East-West: 110 East-West 'I10 Total: 896 Total: 956 Total: 1003 Total: 1003 vmlummeoludry(vm) rium 0.747 0.797 0.836 0.836 We lmss ATSAC idfuslonaft 0. 747 0 797 0.836 0.836 Level of Service(Los): C C D D Y R V I l l I 1 .1 1 n �. r ra,n"I�m _.aoas remq FryvelIDl Change in uk due to pajecl: 0.039 AV/c allernlfgatim. 0.039 ommrmal2.1"ace ey xnl nvinu"n Significanlly impeded? YES Fully mlligatie? NO A CMACalc - Critical Movement Analysis Calculator ?..� ,y •.'. Bureau of Planning and Land Use Development Intersect"an No.S 2015,EXISanuNG Cdtical Pion. 2 301J, PROJECPEOCUMULITIVE Amb'hntjrnnth Critical Phases: 2 BASE 2017,WITN PRO]ER In Got Total 2017, WITN TRAFFIC MITIGATION Critical Pleases: 2 Norlh/South Street: S Alameda 54 Capacity: 1500 form: exult i Capacity: 1500 TRIP AM 191 92 7.83 Capacity: 1500 East/West Street Signal System:1 to: If U'II/t '�, Signal System:I co PM 101 97 ,198 Si9nul System:I E 41st St/E 38th St v/c reductim: 0 % at 1,46% V/c reduction: 0 % I'lP ADS 0 0 0 We ast ictiw: 0 Analysis Date 06/05/2015 OPPosetl Phasing: 2 —__ i Opposed Plloumi 2 can J PM 0 ". 0_ _____p OPPosetl PhaSir,g: 2 counts lama IAmb.i +Area =neural loan +Prolmit =Total tarn, AEimMI Tmzl I:waa AM Peak: 7:00 AM bs Volume nVolume i . GravMPro Volume bes or VoI,em Volume Volume lanes Volume Volume Vnlume fans V. name 01 Left _ 1 32 32 1 1 33 33 C, 0 33 1 33 0 33 1 33 1-J 0Thp RTOR. 0 0 0 0 t C 0 0 0 y l Th u t t l Peo 1286 2� 456 38 6 1330 21 471 W% 58.. 1388 2 491 U' 1388 2� 491 �, P TI RIP Jr<tec me 1 456 1 471 Al _ _ 491 1 l 491 o r, Rlghtmlulale_d, Do 0 82 0 ? 0 84 0 ""+ 0'. 84 0 0 O 0 84 0 Shared 0 0 0 0 u'S' 0 0 0 0 37 1 33 p � .. 38 2 43 38 t _ 36 RTOR 2L. 450 0 0 f l s, s. D57 429 2a 17! 899 30 28 8I 927 O 927 2 64 431 ,.. d RIB b. RgIri NIJ cd sa 1 70 30 2 72 0, 72 0. 2 31 N� shared 0 0 0 9 c�, 9 0 0 -J Lett 79 0 79 2 0 81 8'I ub OI 81 0 81 0: 8'I 0 81 aJ ¢Ii�ga RroR: 0 0 + 0 0 Oh__ � 0 0 0 0 Thor Praise tam 0 '19G 0 81 0 202 0 D o f 0i 202 0 U U: 0 202 0 p �-' Th R{P jerlal: Co, 0 0 0 0 0 0 0 0 (r; I Rgla nt ugalea mi _. .. 52 0 02 2 54 � ..54 ...337 ,; 0? 54 �. I 11 14 0' � S4 0 54 { Shared - t 327 1 0,„� 'I� 337 t 337 r left -... 0 37 37 1{ J8 0 38 0 01. 30 0 38 O!, 38 0 38 looK 0 0 D 0 0 ._ _ 0 0 0 0 3a. 175 G. I 7D0 U 180 U! 180 m RIP o7eclal:a% 0 0 0 0 0 0 0 0 0 on R9hteal"w:_ose_ A7 0 42 1. 43 0 43 o-ul U!I A3 0 `43 0'. 43 0_ 43 } Shared - 1 254 'I 261 0-h' 'I 261 1 261 Critical Volumes: North -South: 493 North -South: 510 Norlh-South: 529 North-80u1h: 529 East Wnst: 581 East-West: 598 East-West: 593 E9sl-Wesl'. 598 Total: 1074 Total: 1108 Total: 1127 Total: 1127 Valumacapacity (vi) ratio: 0.716 0,738 0.751 0.751 VA, less AISAC adjustment 0.716 0,738 0.751 0.75L Level al SCNICC(LOSL C C C C 1' It V 1 17 1 11 1 Ivl Y A 1. 1 Change in v/e due to palrcl: 0.013 nv/oaltermAgatlon: 0.013 oaaapw rzmswm In, nee NuaRoe Slgnifieanlly impedetl7 NO Fully miggeletl? N/A 4:30 PM comma larra I Amg.i, +Area =Taal fame +Project natal Inn¢ Adluate4 Total lane PM Peak: Volume fans Volume GmVAh Peems Volume Iamrs Volume Volume Volume lams Valume Volume Volume lanes Volume .p`1 Left _ 29 29 1 30 1 30 s 01 30 1 30 0. 30 1 30 { It rr{NLLtT2a_: 0 0 ) D 0 0 0 0 l hru t me J tam 1145 2 397 34 19'I 1198 2r 415 W`X, 1 30j 1228 2 425 0 '1228 2 425 5 h TI RU I tan 397 1 I 415 0_ 1 425 1 425 o r, RI httlu amd.ai g 46 0 0 1 4G 0 0 46 0 0 0�', 40 0 0 Shared Ot___-0.. 0 Left -- 57 2 59 59 1 69 0 59 1 50 e b- Lt fh S/B RfOR 0 0 0 GA 0 0 0 0 o l )hur to smi g 053 ) � 427 25 8� 886 2 2 443 J0, _ i9�. 915 2 45II - 0. 915 2 460 E'd Th Ril I, o o � o a 0. Rlgh`et ugmw 50 i 95 70 3; 9II 1 73 t .�i I' 99 1 73 O'6 98 'I 73 -b- Shared 0 0 ],� 0 0 _ 0 0 -1 IeR _ 49 0 c IJ - o0 0 50 u �'. Ot 50 0 a0 Or 60 0 50 ¢ThCo/ nmor,. 0 0 0 0 DY! 0 0 0 0 exrng: av 195 0 0 6 201 0 0 0--_-0 201 0 0 U. 201 0 0 ry �: 'fh RhP 1 tad: mi 0 0 0 0 0"" 0 0 0 0 wl Po9htftoy...e: am �� 65 0 65 2, r G7 0 67 oc Oj G7 0 G7 U", 67 0 67 -{ Shored 1 309 I 'i 318 avi 1� 3'18 11 398 r LeR _ 76 0 76 2 78 0 /6 as 0 78 0 78 0 78 0 78 "r Lt Rlugn Rr 0 0 0 0 D., _ 0 0 0 0 b— Ibru IX l u aio 200 0 0 6 20Ce 0 0 D 5 0, 7_06 0 0 0'. 7_06 0 0 m.�. 'I to 1 bvto% 0 0 0 0 Dv 0 0 0 0 y t R nLnll tab 9 ya ao 28 0 28 __--_- I 29 0 - 29 0 5 0-. 29 0 29 OI 29 0_ 29 slv nerd 1 304 1 ` 313 )"a 1 313 _ 1 ( 313 cmucal Volantes: North -South: 456 Norih-8oulh: 473 Nedh-South: 487 North -South: 487 cost West:613 East-lainsC 631 Eaast-West: 631 East-West: 631 Total: 1069 Total: 1104 Total: 1118 Total: '1118 Vmumemapacity(vim) oun: 0.712 0.736 0.746 0.716 v/c lrnas Al SAC adjustment: 0.712 0.736 0.746 0.746 Level of Service(LOS): C C C C 11R V J ttr 1 1Iv1 I'A t. I cer<,o,no. - mmm.�.o. -r =:ado=+Av+,.oe-r�.btm, Change in iab due to prljgation: ajacl: 0.010 Ass oflera0,010 o..=,Isa,afon,�,.. oovmonan zaxtia,rov In, Fenn Ntdacom $gnifwantly ingtacled4 NO Fully mifigaletl? N/A " CMACalc - Critical Movement Analysis Calculator 6_ C to�CaP� Am( CP/RO`p CTED CUMULATIVE BASE Critical Pluses: 3 _ 201] _ WITH PROIECf In - ut ,Seal 2D17, WITH TRAFFIC MITIGATION Crilmo Phases: 3 Nor l�e Feteet: Aire V�l 75 it Capacity. 1425 the AM 191 92 283 Capacity 1425 - EasyWes[Strect. Sir Signal System: to: r! Signal system: I Genl PM 101 97 19B Signal System: I - c 25th Sit - 261h SS �. v/c redectlm: 0 % aL 1_.nb_/. v/c redmxhrm: 0% ac m+n AM 0 0 0 v/creluctim: 0e/a .....-._. .. Flnalysis OaLe: 06/0512015 (lppo�l Phasing: 0 Opposed PM1atin9: 0 (,en z PM rt 0 0 utl Phasin OPpn g' 0 `lu lane +An4 +Arw =Tnbl ra +nch -T�l lair Adilvt1 Tatalhim. lane AM Peak: 7:15 AM Volume raelcs Volunm GravN,Pro" Volume Lnmws Vol Volume Volume lams Vulwne Yolume Volume tams Volume Lae v ----- 1 87 a7 3 90 '1 90 150 301 120 1 120 (� 120 1 - 120 �' ItTj BRTOR.. 0 0 1 0 U 0 i 0 0 n 0 n I Ihru E'l g IDS; 1330 21 6-6-5 39. 8[ 1377 2[ _ 689 [)4 1377 2[ 689 0; 1377 2[ 689 u �^ Th RLPmledcN-.1C09A 0 0 U -_ 0 0 0 9 o P RlSht rn ugatcL lW% 1 139 4 143 0 30 ll 1 01 143 0 () 01 143 3 Shed 0 p I t. Left 1 61 61 - 2 1 G3 — 63 O 63 1 63 0' 1 G3 63 — 0 1— Lr ns/D�oR-- 0 0 0 II -- - 0 0 0 g l "rhru C r g trek 2 1146 573 34 49 2 1229 614 r 2 '1229 2 614 0 1229 2 614 0 ;, •i 1 h RI rr� ecmm. tm% 0 9 9 0 0 J o f RmhUn l9atnl: Lor% 47 '1 0 1 48 1 11 5--- 21 j 69 1 8 0' 1 69 8 ii m� Shared 0 0 0 ys1 0 9 0 left 50 1__ ��. 1 �I 1 _ al 11 10! 6'1 1� a1 0. at 61 T'J Ix fh PLO RTOR. 0 0 0 0 a 0 0 0 0 a� th u F tt I vs% 0 III 0 3 0 90 0 b �I 9 95 0 0 (i; 95 0 0 `3� vt mrt mtls% 1 166 1 1/1 a� 1 191 1 191 � 9 0 III D 0 IG 1C 96 D 0: D 96 D 4- Shc ( 0 0 0 0 0, 0 0 0 R 1 136 14D 140Le 0 01 140 (J 1 40136 1409 T Tl' eR R 0 0 a t F ihtp, 5o% 0 222 - 0 /. 229 0 - 0 'IOi 7_39 0` 0 239 0 Fh RI r IC,tM. smu I [ 353 i [ 363O�L 1� 373 I�373 v L RghCMLgmM Sw/o D 131 D 4; - 0 '135 -_ D C,, 0- '135 0 6 0'. D t36 O `• •} Sham 0 0 - 0 0 0.,. 0 0 0 0 Grilisel Volumes: North+South: 726 Nm V,South: 751 North -South: 751 roc ttF30l1t11: 751 East -Wash: 403 Taal-WosL 4'I5 East-West 435 Gast-Wosl'. 435 Total: 1129 Total: 1166 Total: 1186 Total: 1186 Volumescapacity(vh) ratio: 0.792 0.818 0.832 0.832 v2 less AtSAC challmenl. 0.792 0.818 0.832 0.632 Level of soNice(Los)- C D D D Yllunmme. . .h"„ew1�.v....yrwn �...,hn�me..ovw�+r�+earwrml Change in v/c due to pmjocf 0.014 Au/o altermilge6on: 0.014 PeloyanmItanl w.w ow<+or2e xoos2my Wham miml:on Si9nifcanl'ry impacted? N0 Fully milkdalcd? N/A count, Lamm +Amh:l +Aral =Tobl Lam- +ProjoO, Teml Imm Adiu,ted Trot Lamm PM Peak: 5:00 PM Volume lams Volunm Growth Pra' ais V.Wlai, tamxs Val Valumu Volume Lanes Volume Volume Volume lanes Valumc -o "r left 86 1 86 3 89 1 89 t k 10 1 105 0 '105 1 105 c .y i Lt I h N/B RTOR. m U 7 0 589 2 �- S32 t k 0 2� 2 632 U 2[ 632 n it.. ae g s 1178 35 r ell 1264 01. 1'I05 264 0 0 Oy 1264 J 0 F- a h l l hime n o n ) k o r' Right list IWIA 171 1 87 5 1'/6 1 00 Or 176 p 90 0< 176 1 90 i 'r I. kred 124 1 _ 124 4 176 t — 120 s 0, 128 1 128 128 1� '128 _- a b - ItIh5BRTOR 0 0 _ 0 0 > 0 0 ° 1 0 fhr, l o- I ,. twr 1130 2 - 065 33 9 1772 2 586 " Oi 1172 7 - 586 0 2 586 5 •{ ❑ R11 o acm1: mo% 0 9 0 r 0 C 0 of eglit tt9Jlm, Voic 32 1 0 1 33 1 ) tt%,. 1'Ii 44 1 OBI 44 1 0 m •{- 5lnretl 0 0 0 J k 0 0 0 P IeR 92 'I 7 9 3- 95 1 9c ttk ..),, ios 'I 100 106 1 106 al- uTI, Br�droR- 0 0 0 6 or,1 o o �, 0 n n- ln"CFxihyg75n 296 0 9 305 0 t) J 3'10 0 � -� 423 0 310 0 1 � 0 423 l Th iev li,L 75% 1 � 39'I I 1 [_ _403 G _ � I Isll R IGwc of �s9a A J 9.1 0 D 3 98 0 0 1.> 113 0 113 Shared 0 0 0 0 r, 0 0 0 le6 84 _8d 2 eg 1 � __. 8G g . 0. 86 1 866 -- 0- 86 1 8G 6 'n ..._. ItThWIBKO�(. 0 0 0. 0 go 0 0 i;k ❑m1 Ex-dng�SW/ I26 0 0 4 129 0 0 5 .: o`' 1(34 0 0 0, 1 0 0 N.L mRIPactau: sD9b 1 209 I 215 Co -._— 220 1 220 �- R9her lgertNaar 84 0 0 2 SG 0 0 0; 0� II6 0 0 0. 86 OB 0 0 '•� Shared 0 0 0 0 0> 0 _ 0 0 0 Critical Volumes: North South: 713 NothSoulh'. 750 Nerth South: 759 Nodh South: 759 laal-`Nast: 475 East-West 489 GashYVest: 509 East-West: 509 Total: 1188 Total: 1248 Total: 1268 Total: 1266 Vmememapacio(vk) ratio: 0.834 0.876 0.890 0.890 vro mss NFSAC adjustment: 0.834 0.876 0.890 0.890 Level of Strace(LOS): D D D D L M Y H 1. 1 =uenvm + .nssm ss ..�a,�r r•nx �= veo-orNl Change in v/c due to protect: 0.014 Ark afltflitl'igatlan: 0.014 oovmoPelzmsalroTey Icon aI"j-oo Significantly Impacted? NO Fully milgaled4 N/A LAWT CMACalc - Critical Movement Analvsis Calculator 0-0 11 Bureau of Plannng and Lana Use Ocva on No7 lot 2015, EXISTING Counel Phase 2 - 2017, PROJECTEDCUMULATNE A_ mbye [Growth I _-- BASE Cristo! Phases: 7. 2017 __. WRH PROJECT In Oil Tonal - 2017, WUH - TRAFFIC MIIIGATION Cn6cal Phases: 2 .-InFerse<k North/South Street: S Santa Fe Flue Capacity. 1500 rmm IP 68 R Caparily: 1500 T11, AM 191 92 283 Capacity: 1500 EasUWest Street. Signal Syslem:I ss a4fl,Pi signal System:1 Gent Ph. 10l 97 198 5:9nal Syslem:1 E 27th St v/c redudion: 0% F LAG%i on v/ensla.t: 0% TMp AM 0 0 0 v/C reduction: 0% Analysis Date, Date. 06106120115 opposed Phasing: 0 opposed! phasing: 0 Cr 2 PM 0 0 0 Opposed Phasing: 0 Counr; sane + m + red -Torol la Project Total �re Adjusted Total or AM Peak: 7:15 AM Volume Wines Volume Growth P Volume lams Vnlu volnmc vnlumn Wms v c vnlun a volume lures volun¢ -Left 64 1 04 2 66 0 60 0 06 60 W 66 1 0 66 6 i Lt Th NIB RTOM 0 0 0 — 0 1 807 1J 807 a I Thru Anne, mm 1503 11 766 44 8�� 1555 1I 792 1dti 30� 1585 1 f 807 0 1585 11 807 h Th R'P Jrxsd m I ` 766_ 1 792 0 -._ 0 o r Rtght Hulgaev: au _ 0 2© 0 1 0 29 t 0,,. O' 29 0 0 Q: 29 0 O 0 Shared 0 O 0 0 J o'. O O 4 LeR 53 1, b6- 2 55 1 65 TAI 01i 55 t 56 Ot'. 55 1 55 Lt ThSLtLTPIl; 0 0 0 0 r.= 0 U 0 0 a 1 Thrwt'd Jtm/ 1232 1 658 36 49; 1317 1 702 16. 15 1332 1 709 0; 1332 1 1 709 709 Th-RI P feu I: my 658 1 702 d . 1 709 t lir htmu atcd_wn oJ J g 0 84 0 2 0 86 0 =,—'� 0' 86 0 0 01 0 66 U mk- snared ... 0 0 U 1 . 0 0 1 laR 6 41 1i, 48 0 48 0%: 0; 48 0 48 0, , 48 U 40 �1. Lt IhF)B_RXRD 47 0 0 0 0 U'h __... 0 0 0 0 o- Ti ra::autino: GAI 22 I 23 23 0, 0 23 U 0 0 :N1 Ih RIP ected:W 0 0 0 0 0,- __.0� 0 0 0 29 tit Rtghetnt0 tel:ors - -- 0 28 28 1 U 29 29 0b 0 t 29 0 29 Q- i 79 'I 100 Jl l Shared 'I 9'7 1 100 , -=----- 1 100 Left _ 0 13 13 - 0' f1 13 19 H 0, 13 0 13 18 0 0 13 0 �T R-TliwOB 0 0 0 0 ),_ - 0 0 0 0 r- Thru'l#adng:V 3 0 0 0,. 3 U 0 dv; 0'. 3 0 0 0'j 3 Th RV Je<tcm: sec °rl 0 0 ''. 0 0�_25 _ 0 0.._. 0, __ 0 0LL: _ 0 0 0� 0 25 R19hCnllgvted: aA -- - 24 0 24 1 20 0; 75 01 25 - 1 41 Shamtl 1 40 I 1 41 O,� 1 41 Critical Volumes: Nonh�South: 819 North-Sonlh; 847 North -South: 862 North -South. 862 Fast -West: 121 Easl-West: 125 East-Wesl: 125 East-West: 125 Total: 940 Total: 971 Total: 986 Total: 986 volurn0o..... 1, Fv )ratio: 0.626 0.647 0.657 0.657 vm less Al' SAC adjustment: 0.67.6 0.647 0.657 0.657 Level of Service (LOS): 13 R g 13 raonomc ,, tra.n,.-�,tt.,�k-.r�wzeon�aomM r�-�Iwt Changeinv/c dnelo pmjeet 0.010 Aek after mil'gafdn: 0,010 ov,doxd za0a,1.7 uy Pnn mtde.on x. Signifwaullylmpaded? NO Fully millgated? N/A Counts sane +amb.'i +Area =Total late +Project Total farm Adjusted Total wre PM Peak: 5:Oo PM Volun to lanes Volunne Growth! Pro' c6 Volume Lannon Volume Volun VolumeLanes Volume Volume Volunm tams Volume a Len _- 72 - - 1 23 1 93 0 23 1 23 Q 23 1 23 0 c-j It 011L0 RT4R 0 U 0 _ 0 0 0 1l 1- n I ❑m t nt g 09/ 130II 1 657 3D 48` 139-1 1 700 16 �011 1410 I 11 708 708 0' 1410 1 700 [ m Rrro,-t,d 09a 1 657 1 700 `o r' Ri hC Ptugated: By 6 0 0 0 6 Cot, 01, 6 0 0 0' 6 0 0 z'{^ Slwretl 0 0 0 U _ i) a O O .a 4 Left 1 11 0 1'I 1 11 and 0', 11 1 11 0' 11 1 110 f.. 5/Bi, 91 0 0 0 0 0 0 „ $ l 0`/ fhr t tx' r J, roA '1273 1 r 663 3/ 9; 1319 1 677 1 r 10 '1334 1 684 Q', 1334 1 I -L Th Rlr ! lm. ao 1 653 1 677 1 680. 1 684 604 '0 Right mmgataE am 9 33 0 0 1 34 0 0 I Q! 34 y 0 0 3q 0 0 m =t-- Sba eJ el 0 0 I ) 0 0. _ 0 0 0 0 Left 71 0 71 2 73 0 /3 0 ,: Oi -3 p 7� 0 73 /p 0 0 0 0 0,/. _ 'o-- fhn r u B: Un 7 0 0 0 7 t 0: 7 0 0 0' 7 0 0 Th lien I ten au 0 0 0 0 0 -._...0i 0 0 0 0 0 35 ut� RRtt pm to Bee J 34 0 34 1''. 35 0 3v m/ - 35 0 35 OBI 35 '115 Shared _--- 1 '112 0 1 1'15 1 r Left _ 17 0 '17 1 18 0 18 d, 0 10 0 18 0 16 0 18 a c.� r- RTh VI BRTO}j, 0 0 0 0 0, 0 0 0 0 �- Thru Been,_09 23 0 0 I 24 0 0 0 0: 24 0 0 0 74 0 0 0 �.L m t Rr Rlv j Led ma 0 0 0 - 30 0 - 0 0, 0 Ot ..-_ 0 40 40 0� 9 90 --, g lTt I_e°k -. 39 I 40 - O� 40 1 01 01. 1 81 Shared 61 9%i t _ Clinical Volumes: North -South: 675 North South: 712 North -South: 720 North -Sough: 720 East -Well: 15'1 Easl-West: 155 East-West: '155 East-West: 155 Total: 826 Total: 867 Total 875 Total: 875 Vern.'lcapacity(es) role 0.551 0.578 0.583 0.583 vle loss AT SAC adjnem.enc 0.551. 0.57A 0583 0.583 Level of SeNlce(I OS): p A A A rno,a omx.ns av-. a.an•� .a.:m..va o.�.'..:-r�,+�tan Change In v/c due to projeuC 0.005 Av/oallere ili9atiort 0,005 un+dopwmos-'mo'io-1 zmt mmnaon Signiarantlyimpacted? NO Fully rnd'paled? N/A a CMACalc - Critical Movement Analysis Calculator Bureau of Pl -0 tlland use ucvolmppoom Intersecko MO.B_- 2015, MSIr1NG Crl'eal Phases 0 2017 Pg9j!pgED _ m LGovrth -._ CUMUI/ki SASE critical cal Phasss 0 — 2IFM 017 -. W PROJECT in Out Tgtal - 2017, WIIM - TRAFFIC MITIGATION CnTical PhasYs 0 _ North/Scam Street Site Access West Capacity: 1200 rmm vault', c pony: 1200 Tun AM 191 92 283 capacity: 1200 FleiRwesk Street: Signal System', 1 no Jtln R Ik Signal System: l G'uI 1`111. 101 97 _198_ Sgnal System: 1 E 25th It v/c reduction: 0 % at 146% VA reammem 0 / lip AM 0 0 0 do reauctmn' 0% Malysis Ua[e 06/05/2015 Opposed Phavr19 0 oVMsed vlraan9:0 e P PM, 0 0 - . _ 0 opposed Pha ng. C aas �re +Anb. A =Torn la +Pmjec[ Tabl la AdVifte TWI lane AM Peak 7:00 AM Vol 01 Volume Growth P o c6 je Vom Ua Volum Volume Volume lams Volume VolumeValum c tarps Volume sc tefk - - - 0 ( 0 0 .'. 0 0 30; 30 (1 L 01, 30 0 J 0 0 �{ RTh N/B RTORt 0 0 0 (` " ......._ 0 0 n l Thru�tx'l gawk 0 0 0 Oi ° 0 0 0 ° 0 o s h i11Ripmjet 50r o 0 o 0 n `o P R9hCMt9ated N°u 0 0 0 0 n 0 0 0f 3.(�I 31 0 D. 31 0_ 0 Sharetl 1 0 _ 1 0 1 (— 67 1 61 a t, left 0 0 0 0 0 0 0 l fLi 0 `e 0 0 0 0" tL 0 0 0 0 6 R ❑t B RTOR 0 0 0 0 C S _.D� O lllrll t 'II J SlP/ J O 0 li 0 ) 0 0 a 5-1 ThR(Prmladxt. s'wr J 0 0 0 0', pJ Right Mmglued: smn 0 0 C t, 0 0 0 r. �J' 0 0 0 0 r) G 0 0 C ��- Shared --- 0 0 0 0 0 tl -1 tea 0 U 0 0 I 0 0 0 0' U 0 0 Or O 0 __.. _ r -k. It BRT 0 0 0 U a' _._0: 0 0 0 0 5 o Thru Floated g smr Hurt 0 26 0 ��_-269 288 1 336 0 288 �� 336 Ilr Rj la tee wr 261 Oh 0 O m, ILghtl miug led sour w` 0 0 0 0 r 0 48 U 0 0 48 0 { Shared 0� 0 Left — _ =�'� _ 0 0 0 0 0 0- 0, 441 44 0 0` 44 0 1� 0 920 tt-1hP `Ngra TT A:- 1 252 200 1) 320 .. 'o IhILI I' F g:5M 0 ?59 0 / 0 759 - 0 IAa ' T C 27.E 0 0 I U, 0 27G D 0 0 nt RIP 1 ma 50 0 0 0 0 0y �. , 0 0 a 7 L RI 11t11191ee 5091 U 6 0- N 0 9 OSi 0' 0 6 N 0 N 0 dared 0 0 0 0 0 0Ne 0 0 Critical Volumes- "Im Ul-South: 0 North-Soulil: 0 Nmth-South: 61 North South: 61 East-West. 513 East-West: 528 Eesl-West: 056 East-Wesl: 656 Total: 513 Total: 526 Total: 717 Total: 717 volumcicallndty(Ole) ratio: 0.428 0.440 0598 0.598 v1c less ArsAc adjustment: 0.428 0.440 0.598 0.598 Level of Snlvice(LOS): A A A IMPACT A PROJECT Fllamamc ruH.i..,.urovxeNyav„cao� uarJ�w� Change in cat due A renct 0.158 Av/oallormillgelion: 0.158 vro usuroc�s-w..�aex; .... 1 ooa, rn.xemNmm:oa 6lgnllicantly impacted? NO Fully miltjeled? NSA PM Peak: S:oo PM Comes Volume Lanes lame Volume .Appi , ArcT ti Woectr =Toter veto o laiws W ne Vamme +Project Vuwme Tula) volume Urree Lone Volume Aa;ladixel Volume ToVg Volume lances lane Volume n 1 Left - O 3 0 I) 0 0 ) I 2G7 2G 0 G'. 26 0 0 0 0 Lt ThN/S�$- J J ) 0 0 ') IhILIX e l 0% 0 3 J 0 1 0 r ) G 0 0 Th Rl l j hW. SaSG 0 () v '_ _ 0 (1 D :> r' R9htM uralmsow 0 9 0 0 0 0 25'- 75 - 0 ..- 5'1 IL 25 ) _ 51 a „F, Shard 1 0 1 9 1 V left D 0 0 0 0 0 L) (}. 0 0 0 tis I[@S10 RTOIL j7 0 0 J 0, _ ` , r l IT.... r i v g spur 0 0 0 0 `� t) 0 ° 0, 0 i TtRIP I l l row 0 0 0 '� 0 rognrnl ugalm swr 0 I 0 n 0 0 O. 0 0 0 es �-. aed_ r 0 o e 0 6 0 tR e ° 0 ° 0k n 0 0 U o 0 0 �- rB n�_. It Ilr LAT2. 0 0 ! _OBI U 0 0 fill" Upopirw50g, 442 0 - 0_ 13 455 0 0 O a Ut 463 0 Q_ 0 463 0 _0 490 �� Th Ru I «e:ITI, 1 442 1 15a 9 0 - 40Q 0 0 0 ml R ht Nw tW swr 8 g 0 0 0 0 0 2r,, 7.7 0 Oi 77 ., Stated 0 0 0 0 0 —_ (1 0 0 0 0 0 2G: LG 0� — 394 0� >� 0 I� 0 394 t[Th 1nRTo¢;... I� 33a 1 �340} ter' � -- A Thru r l I1 souF 334 0 0 10 3M1 0 0 368 0 36II 0 Ih Rlv 1 tea: - 0 0 ne Rlghtnfl ted Stet 0 0 0 0 0 U 0 0 0 0 0 lJ-: 0 Shared o a__4 0 Critical Volumes: Wall Sleigh 0 North -South: 0 North -South: 51 tJorlhSoulir 51 East-West: 776 East-West: 799 East-West: 854 East-West 884 Total: 776 Total: 799 Total: 935 Total: 935 volumemapaity a4c) men 0,647 0.666 0.779 0.779 vie less ATSAC mprsrmerd 0.647 O.666 0.779 OJ19 (,ever or Servioe(LOS: B B C T C PROJECT IMPAC rraan ,w+. .m.:,.mm .,.�_y., an.N��I'^n Change in Ne due to project 0.113 Av/callermiligalron: 0.113 l .eau cwa-tart ny NmeNl Sigailie aptly impacted? YES Felywilillod? NO CMACalc - Critical Movement Analysis Calculator L AS, .: �. caaem ern tee nwm„�., Loh No g v 2015,E%ISTING Cr Hwl P"Ifl 0 _.?Ol] PRO]ECI'ED AptJLeIltCeilh j COMOLATrvE BASE Critaal Ne.:0 2017 WRN PROIEut In O�iC To al 201], WITl1 _.... TRAFFICuees 0 Itical PM1as'es'.0 ION .Int-q- Nor-Da/South Street Side Access East capedly. 1200 frecor Il IHNt Capacity: 1200 'rip AM 191 92 283 capacity: 1200 LastlWerstreet. Signal SyroopI to. ##erk Signal Sy9em:1 cep PM 101 97 _198 Signal System:I E 25th St Peel v1cled.Lor: 0% an v/c relparao. 0% InP AM 0 0 0 v/cretxfter.0 _ Anahysls Date: 06/05/2015 OpWpid PhasirrJ: 0 Opposcvl PM1adn9: 0 eel i PM O ,0_ O Opposed Phe,irr:0 counts Imre +Amb +Aw =Total lac +Project =Total Anne A Total tarrc AM Peak: 7,15 AM Volume lades Volume GrovNil Pro cts e nes Volumla Valuc m Volume Valonm lanes Volume V-pri— Volume Volume lanes Valemc l eR 0 0 0 ° J 51 51 0 of p 0 I[ThN OR10R 0 0 0 0 0 _ ° 0 a l Th u r 6t d so^v C D 0 0 0 ° 0 I >> 0� 0 ° 1� 1)� 35 r) ° ° r' ThRIPeleetod-smr 1 0 1 0 _ 0 a o a r' Rght l4ogater sa_n 0 ° 0 ° .- 0 0 0 0 35t. 35 1) �' 3e Shared 0 0 1 0 0 0.,- 0 0 0 0 .o t Left 0 O 0 1, ° 0 ) 0} 0 0 0 ° 0 ° 0 .__ - 1' I t Th 0 0 0 0 0 0 0 0 i,TOaa n l lhru r,,rr'tnamu 0 0 �d 'IT R�n jta l stsa 0 0 0 0 0 0 D 0 aJ RghtMll t t soh ° 0 ° ° Shared 0 0 0 ( �'� 0 0 _ lent ° 6, o 0 0 0. 0 0 0 o� LC Ih ElO RTOR_- 0 0 ,. 0 0 Os 0 0 0 0 o— Thm'l'xIch, 5VI 261 ° ° 0 269 ° ° g„, _61 263 0 0 0', 263 0 0 0 0 T RI air ] umdswr 0 J 1il 0 0J., _ 0 0 �l Ryhtnt tg tma_a^ 0 0 0 0 0 ° 0 0= 6' r� 56 0 ° 0; 56 0 0 _s {' Shared 0 0 0 0 0 ° — ° m r Left ° 0 0 0 0 (7 0 d 01 51 320 0 151 1 920 7 Lt Th w n RJga 11, 252 11 759 0 1 0 0 o— m ru t smr Th 0 2.52 0 / 0 259 ° 10 209 0 0 OI 269 0 0 TI1 IN Nej,,,ork 5V, n 0 0 0 .e L R9h.`l, ugaled.sau 0 0 0 ° '. 0 ° ° OI 0 ° ° o: 0 0 0 Shared 0 0 0 0 de,: 0 0 0 0 Critical Vehicles; North -South: 0 North, South'. 0 North -South: 35 NorthSoulh'. 35 East-West 252 East-West: 259 1-asF1,11CM: 320 Eesl!Nest 320 Total: 252 Total: 259 Total: 355 Total: 355 Vnlunlelcapatlly(v/e) rain: 0.210 0.216 0.296 0.296 v/u less ATSAG aajuslment 0.21.0 0,216 0.29C 0.2.96 Leval of service (LOS): A A A A Change In v/c Ave to pried: V 0.080 Av/eaRelictItatb¢ O.�t00 u s,w ownoPmzolusom lri act AnMsvn Significantly impxlcA? NO fully milgalotl? NSA Counts lane IA.b.5 +Area =Total lane +Project Total lar,e Adjusted Total terra PM Peak: a:oo PM volom lanes Volume Gmwtli'' Pro'tt4 velum hats¢ volume volume volume torus volume Weep: Value- later Volume R 0 tl 0 0 0 47 47 0 47 L'1 LCThN(e RTOR; 0 - 0 U 01 r i Thuo Dear, Sam rl 0 0 J 0 C 1 30 1 m 5 F rh al P.rj,porsms 1 D 1 J _ 1_ RPubN aT rd sa [, e^h 0 0 0 p 9 0 0 30* 30 ° ° 0, 30 0 0 Sh trod ) L I 0 I —0 � ) h' ItII, SIB R1QR J 0 1, m I lhrwr'l s ° ^( Th lit Projeraw/ p 50ca 0 0 p.l R9 LMgmnl: l5WA 0 L 0: 0 ° ° Slv�reri 0 0 v 0 ..6' 0 let 0 ) ° 0 0 0 0 0 ° 0 0 0' 0 0 0 ... �L tt rh e5ltttm. 0 o—' rhm�C+ u l wr 442 ° ° 13 -i 155 0 0 0 ' ., 456 ° ° O 456 0 0 III Rc,Prul 1a1.5➢i6 0 0 Vrl RghtNI oatwl_50em 0 0 0 0. 0 0 0 32! 32 0 0 01- 32 0 0 {- Sharcel 0 0 0 0 0'h, 0 0 0 0 t Left f 0 0 0 D CI '- ?° 0 0 _.. _- °; 29 0 0 -. t . __._ ='r It Th w/E RfO. 0 1� 3341 1� _ 3M g.,_ - 1� 376 7� 37 6 b— lhrulslug: rwu 0 334 0 0 10 344 0 0 0 ,. J '' 347 0 0 0' 347 0 0 V,!-, ThRfP ltttmt5W6 0 0 0 J C,, __; , l .... 0 0 . Rghintlortl:SaA ° 0 0 0 ° 0 0 os ° 0 0 01 ° 0 0 snarcd 6 0 _o o t°r 0 6 9_ o Critical Volumes: Natlh-South: 0 _ Norlh-Sonth: 0 Neill, Solph; 30 Notch Soolh: 30 East-West: 334 Ezs4West: 344 East -Wool: 376 Last -West 376 Total: 334 Total 344 Total: 406 Total'. 406 Volmnt¢ePacay (v/ry raga: 0.278 0.287 0.338 0338 vie less A'rsAC id,11porol: 0.278 0.287 0.338 0.338 Leval of servlre(L.OS): A A A A camenme lI'l- ea;111.1611 Charge it WC due to project 0.051 Ackallermtlgati.a O.OSl oov Ir,,er IDd3.Ytrl/ el ueu mcohrl. sigoilearlly impacted? NO Fully m9igated? N/A CMACalc - Critical Movement Analysis Calculator a lleunIntctorseio anion N .a1e0w.�y 0 2015, WSTING Critical Pluses 4 2017PROJECTED nfiient[ nM1 CUMULATIVE BASE CrRical Phases:4 2017 WITH PR03EU In 191 Out 92 Toilet — 283 2017, WITH TRAFFIC MITIGATION Cn[iwl Ph ses:4 Capacity: 1.375 North/South Street S Alameda St capacity. 1375 fromn uG1<I tepaiy: 1375 Inn AM Fast/West Street. Signal Systamol [o IF 1FrzRl signal System:l ".[ PM 101 __97_ 1918-, S9na15ystem:l Site Access ucdon: v/c rcd0% at 1.46%' v/c reduction: 0% n AM 0 0 0 V/c eduction: 0% -....-- .-. -.-.- Analysis Date 06106/2015 Opposed nin sc 3 OPposW Phasing: 3 [ ) PP1,.., 0 __1- _ _ 0 0 and Phase PPn 1: C..is Lane +Amp +n =Tuner Ia l ea Tabg m ndi +ea Tobl Inns AM Peak. 7 45 AM Nolan° rams Volume GmwlM1. Pm e. V. me mum Volume Ingenue V01ume Wrw Ventne Valume Polume lads Volume LoIC 0 0 0 01i 0 0 0 S, 0 0 0 �t 0 0 0 0 a� c I1 ThN 0 0 0 0 (1 0 0 _ vaing 5 I err a t J ac 607 0 l') 18 4 629 0 - 0 m 0 35 594 1 692 594 1 692 „ F• T'b RIP m lIX1 ,wi 1 60' 1 629 0 'V 'o 1 RighCHIg tW Sea 0 0 0 U 0 ) 0 6h 98 98 D U l 98 0 0 v „F, Shovel 0 D r1 0 0 Left 0 0 0 0 9 0 0 01 0 0 0 01 0 0 0 �- U ih s/B RTOR: 0 0 0 0 0 J 0 0 a l It E'rrs0% 0 (11 0 0 0 0-.-. 0 0 0 0 0 ThRinrecolk sun 0 0 0 0 0.; _ 0 0 0 0 0 oJ R19htMtJ+md 5dro 0 0 0 0 0 0 0 0 0 0 Shared 0 0 0 rI 0 a 0 r Bfhgo 0 0 0 0 0 1)0 0 0 0 0 0 0 0 0 0 cl Lt fcTCR......._ 0 0 0 0 _ --...� 0 0 0 �— 'Ihry FxKdngaO>u 0 0 0 0 ! 0 0 0 0/ 0 0 0 01 0 0 0 0 'ts Th-Rinrojoame;we en 0 0 ! 0 0 Oc, 0 0 0 0 0 wz w9lt suQuace. 5twi 0 0 0 0 _ 0 0, 0 0 0,, 0 0 0 { Shared -- 0 0 0 0 0• 0 0 e[ 0 0 0 0 0 0 e - 0', J 0 0 0, 0 0 0 a ...- �T It NI WIB RT R� p 0 0 0 0 a�> 0 0 0 0 0 0 o— thatF atl�:5a=/ 0 0 0 01 0 Es 'Ih RIP lev,dtale 0 0 0 0 0, 1 50 50 L Rgh"liv :see .._ 0 1 0 0 0 50.'. 50 0' 50 U '} Shared 0 0 0 0 06- Critical Volumes: North-Sculh: 607 NoIft3outh'. 629 North -Sough: 692 Noah -Sough: 592. Lest -West: 0 East-West: 0 East-West: 50 East-West 50 Total: 607 Total: 629 Total: 742 Total: 742 Voluma1'ens.dy(v/°) nalue: 0.441 0.457 0.540 0.540 vs, less ATSAcacuslosel 0.441. 0.457 0.1540 0.540 A LevOlft Scv,,.°(Los): A A _ q c IT i M O A l' T nuon.nie ,nu oam- .Iw,.w s..r�-.: o..w. .:uu�lsl Change In too due to project: 0.083 Av/o allermBigalke: 0.083 paves... Y.up5.211, oy um nnaa[son Signirlcanly inputted? NO Fullymitgaled? N/A eooib ran0 +Anm.! +Nei -mbl I,— +nr01ert Tobl Lane AalasmA Total m.c PM Peak: 5:00 PM vmum manes Volume Growth'Pro is vn1hun0 lane Volume volume v0wme lams volume volume toume Laaaa volume left 0 J U 0 0 0 0 0 0 0 0 0 9 0 01 ;-4 It rl LaTgd;�.._ o c a 0 0 0 0 0 n j Thrd o: u 0 0'F 479 ° 0 14 77r, 520 0 'I --'- 0 0/- -23I 497 0 0 5.51) 0` 497 0 1 554 F 'm Ru o,9dw roe 1 479 - —: 1 0 .� `r• Poyhtrl temea: saw 0 0 0 0 0 0 1 y`1 57l 57 0 0 0j 67 0 z-I- Shared _-_ 0 0 0 0 ill lt 0 0 0 0 [. �a _ - 0 0 0 0 0 0 s q o 0 0 0 0 0 0 ItTh $[a RTQ 0 C 0 0 o f Th u r u 9 s0% 0 0 0 0 10 0 0,n 01 0 0 0 it 0 0 0 ,--i na Rmrajarwt 0 0 0 ,o% 0 0 0 0 -F E19h6Hh1med 50_i, 0 C 0 17 0 0 ) 0;' 0 0 0 Left 0 0 00'.. 0 0 0"": . 0 0 0 0. 0 0 0 0 0 n 0 o 0 Cx&9ng:so% 0 0 0 0 .. 0 0 0 0., 0{ 0 0 0 0°: 0 0 a 0 le T, RP,1ted.506' 0 0 o o a o wl R19httloa t.d 5ceu 0 0 0 0 0 0,. 0 0 9 0, 0 0 U Shared 0 0 0 0 0 0 0 0 0 r Left o 0 a 0 0 N �: 9 0 U �. U 0 0 `2 cr Lt Th We LRT[2¢_..., _ U U O 01 0 0 0 O O 0 O o o•- AUF'Tg5T% 0 0 0 0 0 0 0, 0 0 0 0 0', 0 0 0 �.� ll n,Rln IKt d.5re- 0 o o 0 0 mo 0 - 0 - o 0 w a, Rlghtmvia4v1. rove 'I 0 0 0 I 0 0e':. 39 39 1 3fl 0,' 39 1� 39 } shared 0 0 0 0 0 0% 0 0 0 0 Critical Volutnes_ _ North South 479 North South: 520 NorllNSouth: 554 North -Sough: 554 East-West: 0 E:ast-West: 0 East-West: 39 Fast -West: 39 Total: 479 Total: 520 Total: 593 Total: 593 v0mmdc.Padb (12°) true: 0,348 0.378 0.431 0.431, arm less ATSAG adjustment: 0.348 0.378 0.431 0.431 Level of Service (Los): q A A n r T A JI,,vrne. _ ..., M,=a yQn Change in v/c doe to project v 0.053 A-,/c altermBpalion: 0.053 oovaopW 2rucaeot)'/ ny lcv. /uTcnlson Sgoifi ei impacted? NO Fully mAgated? N/A STATE OF CALIFORNIA ) COUNTY OF LOS ANGELES ) ss CITY OF VERNON ) I, Sergio Canales, Assistant Planner of the City of Vernon, do hereby certify that on Tuesday, August 4, 2015, mailed a copy of Notice of Public Hearing, to be held on August 18, 2015, regarding a Conditional Use Permit for Dedeaux Properties, LLC located at 1810 2511' Street, to the interested parties and agencies on the attached list,Ibb United Statgs Mail with postage. Date: d lv% �t Serg Canales, Assistant Planner A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of the document. State of California ) ) ss County of Los Angeles ) On /A/,uGLS1 4 C/ 1 before me, M G1 V i €'y-1 17, .i s to , notary public, pel'sonally appeared Sergio Canales who proved to me on the 1i is' of satisfactory evidence to be the person(s) whose names) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in hisAier/their authorized capacity(ies), and that by his/hen/their signature(s) on the instrument the erson p (s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. 4305 Santa Fe Avenue Vernon, CA 90058 (323)583-8811 The City Council of 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 & Tuesday, August 18, 2015 at 9:00 a.m. TIME: (or as soon thereafter as the matter can be heard) APPLICANT: IDedeaux Properties, LLC REQUEST: Dedeaux Properties, LLC is requesting approval of conditional use permit to construct and operate a commerciaYretail facility. The proposed Project is for a 13,835 square foot commerciaYretail building comprised of two one-story buildings in the City of Vernon. T'he site is currently vacant and unpaved with no defined drainage pattern. PROPERTY 1310 25"' Street, Vernon, CA 90058 INVOLVED: REVIEW OF: The application, maps, and supporting information are available for THE FILE: public review during normal business hours in the VernonPublic Works, Water& Development Services Department, located at 4305 Santa Fe Avenue, Vernon, CA 90058, between the hours of 7:15 a.m. and 5:15 p.m. Monday through Thursday. PROPOSED Staff plans to recommend that the Vernon City Council determine that CEQA the proposal will not have a significait effect on the environment and is FINDING: exempt from the California Environmental Quality Act (CEQA). The conditions imposed on the conditional use permit are designed to protect the environment, public health, safety and general welfare. If you challenge the granting of the conditional use permit or any provisions 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 �krnon 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: Maria Ay h dy C rk Easy Peel® Labels Use Avery® Template 51600/8160T' J 6302-009-041-044 DEDEAUX PROPERTIES LLC 1430 S EASTMAN AVE# 2ND FLOOR COMMERCE CA 90023 5117-017-015 OCCUPANT 25115 ALAMEDA ST LOS ANGELES CA 90058 5117-017-015 OCCUPANT 2551 S ALAMEDA ST LOS ANGELES CA 90058 5117-017-015 OCCUPANT 2721 S ALAMEDA ST LOS ANGELES CA 90058 5117-017-015 OCCUPANT 2751 S ALAMEDA ST LOS ANGELES CA 90058 5117-017-015 OCCUPANT 2987 S ALAMEDA ST LOS ANGELES CA 90058 5117-017-015 OCCUPANT 3187 S ALAMEDA ST LOS ANGELES CA 90058 5167-006-032 OCCUPANT 2009 E 25TH ST LOS ANGELES CA 90058 5167-006-034 OCCUPANT 2444 S ALAMEDA ST 2ND FLOOR LOS ANGELES CA 90058 A Bend along line to I Feed Paper expose Pop-up EdgeTM b 5117-017-015 ALAMEDA 24TH STREET LLC 954 20TH ST #A SANTA MONICA CA 90403 5117-017-015 OCCUPANT 2521 S ALAMEDA ST LOS ANGELES CA 90058 5117-017-015 OCCUPANT 2707 S ALAMEDA ST LOS ANGELES CA 90058 5117-017-015 OCCUPANT 2731 S ALAMEDA ST LOS ANGELES CA 90058 5117-017-015 OCCUPANT 2931 S ALAMEDA ST LOS ANGELES CA 90058 5117-017-015 OCCUPANT 3131 S ALAMEDA ST LOS ANGELES CA 90058 5167-006-029 OCCUPANT 2009 E 25TH ST LOS ANGELES CA 90058 5167-006-034 CL PROPERTIES VIII 110 E 9TH ST #A753 LOS ANGELES CA 90079 5167-006-034 OCCUPANT 2444 S ALAMEDA ST LOS ANGELES CA 90058 ® VERY@ 6240Tm i A 1 5117-017-015 OCCUPANT 2501 S ALAMEDA ST LOS ANGELES CA 90058 5117-017-015 OCCUPANT 2541 S ALAMEDA ST LOS ANGELES CA 90058 5117-017-015 OCCUPANT 2711 S ALAMEDA ST LOS ANGELES CA 90058 5117-017-015 OCCUPANT 2741 S ALAMEDA ST LOS ANGELES CA 90058 5117-017-015 OCCUPANT 2937 S ALAMEDA ST LOS ANGELES CA 90058 5117-017-015 OCCUPANT 3137 S ALAMEDA ST LOS ANGELES CA 90058 5167-006-029,032 ADVANCED COMPUTER EQUIPMENT INC 4460 WILSHIRE BLVD #708 LOS ANGELES CA 90010 5167-006-034 OCCUPANT 2444 S ALAMEDA ST 1ST FLOOR LOS ANGELES CA 90058 5167-006-811,812 SOUTHRN PACIFIC TRANS CO 1400 DOUGLASST OMAHA NE 68179 5167-006-902,903,916,919,924,927/009- 5167-006-909,910,917,920,925,928/009- 5167-006-926/6302-009-922,924 912,914,920 911,913,917 ALAMEDA CORIDOR TRANSPORTATION L A CITY LONG BEACH CITY AUTHORITY 111 E 1ST ST PO BOX 570 1859 E 25TH ST LOS ANGELES CA 90012 LONG BEACH CA 90801 LOS ANGELES CA 90058 Etiquettes faciles a peler ; A Repliez a la hachure afin de www.avery.com Utili5ez le abarit AVERY@ 51600/8160""c ' Sens de n,c 1-800-GO-AVERY ' 9 i charoement reveler le rebord Pop-up y t Easy Peel® Labels A bend along line to I�`�%��l/® 6240TM: Use Avery® Template 51600/8160TM Feed Paper expose Pop-up EdgerM 5167-015-063 6302-009-016 6302-009-016 JONG U BYUN 1900 1950 E 25TH ST SER OF OCCUPANT 2203 S ALAMEDA ST 9300 WILSHIRE BLVD #470 1900 E 25TH ST LOS ANGELES CA 90058 BEVERLY HILLS CA 90212 LOS ANGELES CA 90058 6302-009-016 6302-009-017 6302-009-017 OCCUPANT ZENITH REALTY CORP & SPRUCE REALTY OCCUPANT 1950 E 25TH ST CORP 1980 E 25TH ST LOS ANGELES CA 90058 9454 WILSHIRE BLVD# 707 LOS ANGELES CA 90058 BEVERLY HILLS CA 90212 6302-009-017 6302-009-026 6302-009-026 OCCUPANT GAUTIER LAND CO OCCUPANT 1990 E 25TH ST 2511 HUNTINGTON DR 1921 E 27TH ST LOS ANGELES CA 90058 SAN MARINO CA 91108 VERNON CA 90058 6302-009-028 6302-009-028 6302-009-028 ALAMEDA AND 27TH STREET LLC OCCUPANT OCCUPANT 807 E 12TH ST #401 1820 E 27TH ST 1840 E 27TH ST LOS ANGELES CA 90021 VERNON CA 90058 VERNON CA 90058 6302-009-028 6302-009-028 6302-009-038 OCCUPANT OCCUPANT SEVEN J INVESTMENT CO 1842 E 27TH ST 1844 E 27TH ST 1122 EL CENTRO ST VERNON CA 90058 VERNON CA 90058 SOUTH PASADENA CA 91030 6302-009-038 6302-009-038 6302-009-038 OCCUPANT OCCUPANT OCCUPANT 1823 E 27TH ST 1855 E 27TH ST 2622 ALAMEDA ST VERNON CA 90058 VERNON CA 90058 VERNON CA 90058 6302-009-039,040 1890 25TH STREET LLC 501 SPECTRUM CIR OXNARD CA 93030 Eticluettes faciles a peler A Repliez 6 la hachure afin de i www.avery.corn rill:--- i_----,.a« nvoov® c�un®io+anmc i Sens de 1_Rnn_Gn-pVFRY Easy PeelO Labels i A send along line to ❑ AVERY@ 5160 i Use AvcryO Template 51600 Feed Paper expose Pop-up Edge7m j City of Huntington Park Planning Department 6550 Miles Avenue Huntington Park, CA 90255 L.A. County Board of Supervisors Director of Planning James Herd — Room 1390 320 W. Temple Street Los Angeles, CA 90012 South Coast Air Quality Mgmt District (AQMD) 21865 E. Copley Drive Diamond Bar, CA 91765 Brian Scanlon L.A. County Public Works Mapping & Property Mgmt. 900 S. Fremont Avenue, 10" Floor Alhambra, CA 91803 City of Commerce Planning Department 2535 Commerce Way Commerce, CA 90040 City of Bell Planning Department 6330 Pine Street Bell, CA 90201 City of Cudahy Planning Department 5220 Santa Ana Street Cudahy, CA 90201 L.A. County Sanitation District P.O. Box 4998 Whittier, CA 90607 Lucille Roybal-Allard Congresswoman 500 Citadel Drive, Ste 320 Commerce, CA 90040 Gloria Molina Board of Supervisors 500 W. Temple St., Ste 856 Los Angeles, CA 90012 City of Long Beach Office of the City Manager 333 W. Ocean Blvd, 13"' floor Long Beach, CA 90802 E.J. Contreras Owens -Brockway 2901 Fruitland Avenue Vernon, CA 90058 California Water Service Comp. 3316 West Beverly Boulevard Montebello, CA 90640 Marisa Olguin Chamber of Commerce 3801 Santa Fe Avenue Vernon, CA 90058 State Clearinghouse P.O. Box 3044 Sacramento, CA 95812-3044 L.A. County Flood Control District 900 S. Fremont Avenue 8"' Floor Alhambra, CA 91803 John Kinas United States Aluminum 3663 Bandini Boulevard Vernon, CA 90023 Ms. Gutierrez 924 S. Mott Street Los Angeles, CA 90023 James H. Hillands Heger Realty Corp. 5657E. Washington Blvd. Los Angeles, CA 90040 Joseph R. Garruba California Portland Cement Co. 2025 E. Financial Way Glendora, CA 91740 J.J. Little J.J. Little Company, Inc. 9945 Malgar Drive Whittier, CA 90603 L.R. Luppen Metal Products Engineering 3050 Leonis Boulevard Vernon, CA 90058 Ellen Orlando Karen Lehrer 2300 E. I1"' Street Los Angeles, CA 90021 Maywood Mutual Water Co. 3 6151 Heliotrope Avenue Maywood, CA 90270 City of Maywood L.A. Unified School District So. Cal Edison Planning Department Office of Environmental Health & Safety 1924 Cashdan Street 43 t9 Slauson Avenue 333 South Beauchy Ave., 20" Floor Compton, CA 90220 Attention: Glenn Maywood, CA 90270 Los Angeles, tin 90017 S[rieglex Attn: Mike Frazier Suk Chon City of Los Angeles Planning Department 200 North Spring St. Los Angeles, CA 90012 County of Los Angeles Department ofPublic Works Land Development Division P.O. Box 1460 Alhambra, CA 91802-1460 Dave Karrker California Water Service 5243 E. Sheila Street Commerce, CA 90022 r ! tiquettes faciles a peter ; A Repliez a la hachure afinde www.avery.com Sens de Utilisez le gabarit AVERYO 51600 y chargement reveler le rebord Pop-up7m i 1-800-GO-AVERY Easy Peel© Labels i ® Bend along line to AAVERYO 5160® il Use Avery® Template 51600 j Feed Paper expose Pop-up EdgeTM j 1 Reynan L. Ledesma Department of Water & Power L.A. 111 N. Hope Street Los Angeles, CA 90012 Burlington Northern Santa Fe Railroad 3770 E. Washington Blvd. Los Angeles, CA 90023 Attn: Dick Ebel Dave Jones ACME, Inc. 600 Playhouse Alley, Ste. 501 Pasadena, CA 91101 The Gas Company (So. Cal Gas Co.) P.O. Box 3150 San Dimas, CA 91773 Dedcaux Properties, LLC 545 S. Figueroa St., Al215 Los Angeles, CA 90017 Attn: Stephen Summers Dedeaux Properties, LLC 1430 S. Eastman Avenue Commerce, CA 90028 Attn: Stephen Summers L.A. Junction Railroad 4433 Exchange Avenue Vernon, CA 90058 Attn: Marion Alexander Carol Jones ACME, Inc. 600 Playhouse Alley, Ste. 501 Pasadena, CA 91101 Etiquettes faciles a peter { A Repliez a la hachure afin de i www.averycom Utilisez le gabarit AVERY@ 5160® j charnement rev6ler le rebord Pop-upTM 'y 1-800-GO-AVERY City of Vernon Notice of Public Hearing Dedeaux Properties, LLC