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Resolution No. 5664
1 RESOLUTION NO. 5664 2 3 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF VERNON APPROVING AND AUTHORIZING THE EXECUTION OF AN AGREEMENT WITH TWINING & ASSOCIATIONS, INC. TO PROVIDE QUALITY CONTROL INSPECTION OF THE WELDING AND INTERIOR COATING OF RESERVOIR NO. 3 - 3 (CONTRACT NO. 496) 4 5 6 WHEREAS, the City Council of the City of Vernon adopted 7 Resolution No. 5628 approving Contract No. 496; and 8 WHEREAS, the city Council of the City of Vernon adopted Resolution No. 5654 on August 8, 1989, accepting the bid of 9 10 11 Advance Tank & Construction Company for the rehabilitation of Reservoir 3-3 at Fire station #1; and 12 13 WHEREAS, the State Health Department requirements call for special care to insure use of proper materials and 14 application for facilities used for potable water; and 15 16 WHEREAS, the City of Vernon does not have trained staff or equipment to insure compliance with the State Health 17 Department requirements; and 18 WHEREAS, by letter dated August 17, 1989, Bruce V. 19 Malkenhorst, city Administrator/City Clerk, indicated that the Director of Water and Power has recommended that the services of 20 21 Twining & Associates, Inc. be engaged to provide quality control 22 inspection of the welding and interior coating of Reservoir No. 23 3-3, which will be done under City of Vernon Contract No. 496 at 24 a cost not to exceed $15,000. 25 26 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF VERNON AS FOLLOWS: 27 28 SECTION 1: The City Council of the city of Vernon hereby finds and determines that the recitals contained ,. ... 1 hereinabove are true and correct. 2 SECTION 2: The city Council of the City of Vernon 3 4 hereby approves the Agreement, a copy of which has been presented to the City Council concurrently with this resolution and the City Council hereby orders said Agreement to be received 5 6 and filed by the City Clerk. 7 The City Council of the City of Vernon SECTION 3: 8 hereby authorizes the Mayor and the City Clerk to execute said 9 Agreement for, and on behalf of, the City of Vernon. 10 11 12 13 14 SECTION 4: The City Clerk of the City of Vernon shall certify to the passage of this resolution and thereupon and thereafter the same shall be in full force and effect. APPROVED AND ADOPTED this 22nd day of August, 1989. 15 19 20 21 22 23 24 25 26 27 28 -2- ... 1 STATE OF CALIFORNIA ) 2 ) ss COUNTY OF LOS ANGELES ) 3 I, BRUCE V. MALKENHORST, City Clerk of the city of 4 Vernon, do hereby certify that the foregoing Resolution, being 5 6 Resolution No. 5664, was duly adopted by the City Council of the City of Vernon, and was approved by the Mayor of said City at an meeting of the City Council held on Tuesday, 7 adjourned regular 8 Auqust 22. 1989. 9 10 11 12 (SEAL) 13 14 Lfu~b(/~~~ BRUCE V. MALKENHORST, City Clerk 15 16 17 18 19 20 21 22 23 24 25 26 27 28 -3- ~~~o ~~o ~ a o Q~~oc~oa~~~ D ~~o 9 QJQ o 747 W. Katella Ave., Suite 105 ~ Orange, California 92667 - (714) 771-0855 INSPECTION FAX 771-0857 PROPOSAL TO PROVIDE QUALITY CONTROL INSPECTION OF WELDING AND INTERIOR RECOATING OF 1.0 M.G. WELDED STEEL WATER STORAGE RESERVOIR #3-3 FOR CITY OF VER~90N (DATED AUGDST 4, 1989) - TWINING & ASSOCIATES, INC. OFFERS THE FOLLOWII!IG PROPOSAL FOR FURNISH- ING FIELD INSPECTION SERVICES FOR THE SUBJECT PROJECT: _ 1. PRE-JOB CONFERENCE - MEET WITH OWNER AND CONTRACTOR TO REVIEW SPECIFICATION, JOB CONDITIONS, SCHEDULES, ETC.. TO PREPARE FOR AN EFFICIENT AND EXPEDITIOUS OPERATION. A. SCHEDULE OF WORK IS ESTABLISHED AND WILL BE MAINTAINED .THROUGHOUT PROJECT. B. LIAISON PERSONNEL ARE DESIGNATED. C. SPECIFICATION IS REVIEWED AND CLARIFIED AS NECESSARY. D. MINUTES OF MEETING ARE RECORDED TO ENABLE REFERENCE THROUGH- OUT PROJECT FOR POINTS REQUIRING CLARIFICATION. 2. ONSITE FAMILIARIZATION SESSION - REQUIRSS.I®PUT AT START OF PROJECT WITH CONTRACTOR'S FIELD SUPERVISION TO DISCUSS WORK SCHEDULES, JOB CONDITIONS, BLASTING AND COATING PROCEDURES/ TECHNIQUES TO BE UTILIZED THROUGHOUT PROJECT, ETC.. A. SCHEDULE IS REVIEWED AND VERIFIED. B. EQULPMENT IS INSPECTED TO INSIIRE PROPER AND SAFE OPERATION. C. SAFETY AND HEALTH REQUIREMENTS ARE REITERATED AND AGREED UPON. D. JOBSITE CONDITIONS ARE EXAMINED. E. BLASTING, COATING AND PAINTING PROCEDURES/TECHNIQUES ARE REVIEWED. REGISTERED INSPECTION OFCOATING, LININGS PAINTING PAGE 2 3. SURFACE PREPARATION INSPECTION (INTERIOR) - PHYSICAL INSPECTION OF BLAST CLEANED SORFACES TO INSURE COMPLIANCE TO SPECIFICATION, REMOVAL OF DUST, ETC. . A. WEATHER CONDITIONS WILL BE VERIFIED BY USE OF A SLING PSYCHROMETER TO DETERMINE SUITABILITY OF CLIMATIC CONDITIONS PRIOR TO AND DURING ALL BLAST CLEANING OPERATIONS. B. SURFACES WILL BE OBSERVED THROUGHOUT CLEANING OPERATIONS TO DETERMINE COMPLIANCE WITH SPECIFICATION. 1) PRELIMINARY CLEANING - a. SURFACES WILL BE CHECKED TO VERIFY REMOVAL OF _ GREASE, OIL, CHEMICALS, ETC. AFTER COMPLETION OF SOLVENT CLEANING OF SURFACES. AREAS NOT MEETING SPECIFICATION WILL BE RECLEANED UNTIL SURFACES ARE ACCEPTED FOR PAINT APPLICATION.. 2) ABRASIVE BLAST CLEANING - a. SURFACES WILL BE OBSERVED THROUGHOUT BLAST CLEANING OPERATIONS TO DETERMINE COMPLIANCE WITH SPECIFICA- TION. PHYSICAL TESTS FOR SURFACE PROFILE WILL BE PERFORMED USING A KEANE-TATOR SURFACE PROFILE COM- PARATOR. AT COMPLETION OF BLAST CLEANING, AREAS NOT MEETING SPECIFICATION WILL BE REBLASTED AND TESTS AGAIN PERFORMED. THIS CYCLE WILL BE REPEATED UNTIL SURFACES ARE ACCEPTED FOR COATING APPLICATION. b. UPON COMPLETION OF ABOVE INSPECTION, DUST AND OTHER SURFACE CONTAMINANTS WILL BE REMOVED AS SPECIFIED AND SURFACES VISUALLY AND PHYSICALLY CHECKED FOR COMPLIANCE TO SPECIFICATION. 4. PRIME COAT INSPECTION (INTERIOR) - AFTER APPROVAL OF SURFACE PREPARATION, ONGOING INSPECTION MONITORS WEATHER CONDITIONS, CONTRACTOR'S APPLICATION EQOIPMENT AND ITS OPERATION, MIXING OF PRIMER AND PHYSICAL .INSPECTION OF PRIME COAT APPLICATION, IN- CLUDING SPRAY TECHNIQUES, CLEANLINESS OF SURFACE, THICKNESS, ETC. A. WEATHER CONDITIONS WILL BE VERIFIED BY USE OF A SLING ` PSYCHROMETER TO DETERMINE SOITABILITY OF CLIMATIC CONDITIONS PRIOR TO AND DURING. ALL APPLICATION OPERATIONS. B. CONTRACTOR'S EQUIPMENT IS CONSTANTLY MONITORED TO DETERMINE OPERATION WILL NOT CONTRIBUTE TO ANY DEGRADATION OF APPLI- - CATION (OIL, MOISTURE, ETC.). C. COATING MATERIALS ARE INSPECTED FOR COMPLIANCE TO SPECIFI- CATION AND~ALL MIXING/THINNING OPERATIONS ARE MONITORED. PAGE 3 D. SURFACES ARE REINSPECTED TO INSORE NO DUST OR OTHER CONTAM- INANTS ARE ON SURFACE AND REMH~DIAL CLEANING PERFORMED AS REQUIRED. E. AFTER APPROVAL OF SURFACE, APPLICATION IS CAREFULLY MONI- TORED TO INSORE COATINGS ARE EVENLY APPLIED AT PROPER THICK- NESS AND WITH NO OVERSPRAY TO INTERFERE WITH ADHESION. 5. FINISH COAT(S) INSPECTION (INTERIOR) - AFTER APPROVAL OF PRIME COAT APPLICATION, ONGOING INSPECTION MONITORS WEATHER CONDI- TIONS, MATERIAL TEMPERATORES, CONTRACTOR'S EQOIPMENT AND ITS OPERATION, AND PHYSICAL INSPECTION OF APPLICATION, INCLUDING TECHNIQUES, CLEANLINESS OF SURFACE, THICKNESS, ETC. A. PROCEDURES OUTLINED IN 4. ABOVE ARE REPEATED DURING APPLI- CATION OF ADDITIONAL COATINGS, INCLUDING CAREFOL EXAMINATION OF AREAS WHERE CLEANING PENETRATED COATING FILM TO INSORE EDGES OF FILM HAVE NOT LIFTRD, CURLED, ETC. WHERE DEFECTS EXIST, ADDITIONAL CLEANING WILL BE PERFORMED TO BRING AREA _ INTO COMPLIANCE WITH SPECIFICATION AND AREA WILL BE RECOATED AS REQUIRED. 6. FINAL INSPECTION (INTERIOR) - REQOIRES INPUT AT CONCLUSION OF FINISH COATINGS TO INSURE APPLICATION, FILM CONTINUITY (HOLIDAY DETECTION) AND DRY FILM THICKNESS ARE IN COMPLETE CONFORMANCE TO SPECIFICATION. NOTE: THE FOLLOWING EXCERPT OF INSTRUCTIONS TO QUALITY CONTROL • INSPECTORS DETAILS POLICIES ON DRY FILM THICKNESS TESTING AND HOLIDAY DETECTION: A. DRY FILM THICKNESS TESTING: 1) PRIOR TO TESTING DRY FILM THICKNESS ON ANY GIVEN DAY, YOU MUST CALIBRATE YOOR INSTRUMENT AGAINST A METAL PLATE STANDARD--DO NOT UTILIZE PLASTIC SHIMS! ALSO, IT WOULD BE ADVISABLE TO REC®ECK THE CALIBRATION AT THE BEGINNING OF THE AFTERNOON SESSION OR AT ANY TIME YOU FEEL THE INSTRUMENT MAY HAVE BEEN SUBJECTED TO IMPACT AGAINST THE SCAFFOLD, STRUC'g'URE, ETC. 2) TEST THE COATING TO DETERMINE IT HAS SUFFICIENTLY DRIED TO ELIMINATE INDENTATION OF THE PROBE INTO THE COATING, WHICH SUBTRACTS MILS FROM THE CORRECT READING. IF THE COATING DOES DEFORM, THE TESTING SHOOED BE POSTPONED UNTIL THE FOLLOWING DAY OR UNTIL THE COATING IS FIRM ENOUGH TO PREVENT DEFORMATION BY THE GAUGE. 3) AGAIN, WORK ON 3' CENTERS UNTIL YOU DETERMINE DEFICIENT READINGS WARRANT MORE TESTS TO TRULY INDICATE THE' THICKNESS OF THE AREA. YOU ARE PERMITTED TO TEST AS • FREQUENTLY AS Y00 DEEM NECESSARY TO ACCURATELY DETERMINE PAGE 4 THE THICKNESS, REGARDLESS OF WHAT THE CONTRACTOR MAY - SAY. IF YOU ARE FINDING WIDESPREAD DEFICIENCIES, IT MIGHT BE WISE TO CONFER WITH THE CONTRACTOR TO DETERMINE IF THEY WANT YOU TO CONTINUE OR IF THEY PREFER YOU TO PROCEED AFTER THEY APPLY ADDITIONAL MATERIAL. 4) AFTER COMPLETION OF THE TESTING AND AFTER THE CONTRACTOR HAS RECOATED ALL OF THE DEFICIENT AREAS, Y00 ARE TO AGAIN PERFORM TESTS ON THE RECOATED AREAS AND THE PROCEDURE REPEATED UNTIL THE MINIMUM DRY FILM THICKNESS I S OBTAINED . 5) WE SUGGEST YOU UTILIZE A FELT TIP MARKER ON SURFACES OTHER THAN BLACK COATINGS AND SPRAY PAINT COMPATIBLE WITH-THE COATING ON THE BLACK SURFACES. IN ALL CASES, WHATEVER IS UTILIZED FOR MARKING MUST BE COMPATIBLE WITH COATING MATERIALS WHICH WILL BE UTILIZED FOR REPAIRING MARKED AREAS. PROBABLY THE WORST THING WHICH CAN BE USED IS CHALK AS IT LEAVES A HEAVY DEPOSIT ON THE SURFACE WHICH DOES INTERFERE WITH THE ADHESION OF MANY COATINGS. IF IN DOUBT, CHECK WITH THE MANUFAC'T'ORER TO DETERMINE HIS RECOMMENDED PRACTICE. B. HOLIDAY DETECTION: 1) AFTER COMPLETION OF DRY FILM THICKNESS TESTING, ALL SURFACES SHOOED THEN BE HOLIDAY DETECTED, UTILIZING THE LOW VOLTAGE DETECTOR FOR THICKNESSES IN THE 20 MILS - RANGE OR LESS AND THE HIGH VOLTAGE SPARK DETECTOR AS SPECIFIED FOR GREATER THICKNESSES. 2) IT IS ESSENTIAL YOU INSURE THE GROUND IS ATTACHED IN A FIRM MANNER TO THE STRUC'ffORE BEING DETECTED. IT IS NOT UNUSUAL FOR ONE OF THE CONTRACTOR'S PERSONNEL TO DISCONNECT THE GROUND WIRE, SO YOU MUST BE EXCEPTIONALLY ALERT TO ASCERTAIN THIS IS NOT OCCURRING ON YOOR PROJECT. CONSTAN'T'LY TEST THE UNIT ON A KNOWN BARE AREA TO INSURE THE SYSTEM IS WORKING. 3) FOR THE WET SPONGE DETECTOR, MAKE CERTAIN Y00 HAVE ADDED KODAK PHOTO-FLO OR SOME OTHER WETTING AGENT TO THE WATER TO ASSIST IN FLOW. THOROUGHLY IMMERSE THE SPONGE IN THE LIQUID AND REMOVE SOME OF THE WATER BY SHAKING OR WRINGING, TO INSURE A WET SPONGE, BUT NOT TO THE DEGREE WHERE THE WATER CAN RUN DOWN THE STRUC'T'ORE TO A BARE AREA, THEREBY CREATING A FALSE HOLIDAY. YOU HAVE PROBABLY DETERMINED THE DEGREE OF WETNESS NEEDED, BUT WE DO NEED TO BE ALERT TO THE FACT THE SPONGE MUST BE WET ENOUGH TO ALLOW PENETRATION. ADDITIONALLY, MOVE THE SPONGE AT A RATE ACROSS THE SORFACE WHICH ALLOWS THE MOISTORE SOFFICIENT TIME TO PENETRATE POTENTIAL HOLIDAY AREAS. PAGE 5 4) AFTER YOU HAVE COMPLETED THE ABOVE PROCEDURES, PROCEED WITH THE HOLIDAY DETECTION, MARKING THE DEFECTIVE AREAS AS NOTED ABOVE UNDER "DRY FILM THICKNESS TESTING". 5) ALL MARKED AREAS ARE THEN TO BE PATCHED AND HOLIDAY DETECTION PERFORMED AGAIN. AFTER MARKING THE SECOND PATCHES AND REPAIR WORK IS PERFORM, YOD WILL CONTINUE _ DETECTIOG AND MARKING UNTIL THE SURFACE IS HOLIDAY-FREE UNLESS OTHERWISE INSTRUCTED BY THE OWNER OR HIS REPRESENTATIVE. UNDER NO CIRCUMSTANCES ARE YOU TO ALLOW THE CONTRACTOR TO PREVAIL BY TELLING YOU IT DOES NOT - HAVE TO BE REDETECTED. 6) IT IS A GENERAL RULE OF THUMB WE WILL NOT FIND MANY HOLIDAYS ON FLAT SURFACES. HOWEVER, Y00 ARE TO INSPECT AND DETECT 1ld0o OF THE FLAT AREAS TO ASCERTAIN THEY ARE HOLIDAY-FREE. SPECIFIC ATTENTION NEEDS TO BE DIRECTED TO WELDS, IRREGULAR SURFACES AND DIFFICULT ACCESS AREAS. THIS WOULD INCLUDE THE UNDERSIDE OF THE MANHOLE, THE UNDERSIDE OF PIPE, BACKSIDE OF LADDERS, ETC. 7. WARRANTY INSPECTION (OPTIONAL) - MEET WITH OWNER AND CONTRACTOR ELEVEN MONTHS AFTER COMPLETION OF PROJECT TO PERFORM WARRANTY INSPECTION AND PREPARE SPECIFICATION FOR REMEDIAL WORK. A. VISUALLY INSPECT RESERVOIR TO DETERMINE DEFECTIVE AREAS, IF ANY. B. PREPARE REPORT ON DEFECTIVE AREAS, NOTING REMEDIAL WORK REQOIRED. INSPECTION WOULD BE PERFORMED BY INSPECTORS HAVING EXTENSIVE BACKGROUND IN THE PAINT AND COATINGS INDUSTRY. EACH PROVIDES A COMBINATION OF FIELD AND ADMINISTRATIVE EXPERIENCE TO ENABLE HIM TO TOTALLY FUNCTION REGARDING PHYSICAL INSPECTION, INTERPRETATION OF SPECIFICATIONS, COMMU- NICATION SKILLS AND RECORDING OF EVENTS. SERVICES OF AN INSPECTION COORDINATOR OR A REGISTERED CORROSION ENGI- NEER WOOLD BE IN A SUPERVISORY, LIAISON AND REPORTING CAPACITY AS REQOIRED. COMPENSATION FOR SERVICES WOULD BE BASED ON THE ATTACHED "TERMS AND SCHEDULE OF FEES AND CHARGES." COST OF INSPECTION SERVICES FOR THE PROJECT ARE DIFFICULT TO ESTIMATE PRIOR TO RECEIPT OF SPECIFIC WORK SCHEDULE FROM CONTRACTOR AS CONTRAC- TOR'S SCHEDULE DICTATES LENGTH OF INSPECTION TIME. FOR PURPOSES OF BUDGETING FUNDS FOR FIELD INSPECTION, THE FOLLOWING PROJECTIONS ARE OFFERED PAGE 6 1. WELDING INSPECTION TWINING AND ASSOCIATES WILL PROVIDE AWS CERTIFIED WELDING INSPECTOR TO PERFORM ALL WELDING INSPECTION IN ACCORDANCE WITH CONTRACT SPECIFICATIONS, PLANS AND DRAWINGS AND REFERENCRD STANDASDS. COST OF SERVICES SHALL BE BASED ON THE ATTACHED "SCHEDULE OF CHARGES AND FEES". WITHOUT A CONTRACTOR SCHEDULE OF WORK AS PERTAINS TO WELDING NO ESTIMATE OF COST OTHER THAN HOURLY RATES CAN BE MADE. 2. INTERIOR RECOATING COST OF FIELD INSPECTION FOR A PROJECT DURATION OF 5-1/2 TO 6 WEEKS WITH CONTRACTOR CREW AND INSPECTOR WORKING 8 HOURS PER DAY, 5 DAYS PER WEEK, MONDAY-FRIDAY, COST OF INSPECTION WOULD BE APPROXIMATELY $9,425 TO $10,475, BASED ON STANDARD PRACTICE OF UTILIZING 1 NOZZLE FOR BLAST CLEANING OPERATIONS AND 1 SPRAY GUN FOR PAINTING OPERATIONS. SHOULD CREW OR EQUIPMENT STRENGTH AND PRODUCTION RATES VARY, THESE PROCESSES COULD INCREASE OR DECREASE COMPLETION TIME REQUIRED, CAUSING COSTS FOR FIELD INSPECTION SERVICES TO FLUC'ffOATE ACCORDINGLY. AS PREVIOUSLY NOTED, INSPECTION TIME REQOIREMSNTS ARE SUBJECT TO THE CONTRACTOR'S WORK SCHEDULE AND ADHERENCE TO KNOWN INDUSTRY PRODUCTION AVERAGES. THIS ESTIMATE IS BASED ON RECENT EXPERIENCE WITH PROJECTS OF SIMILAR DESCRIPTION AND INDUSTRY PRODUCTION AVERAGES USED BY CONTRACTORS TO ESTIMATE AND BID SIMILAR PROJECTS. THIS ESTIMATE DOES NOT INCLUDE ALLOWANCES FOR: 1. CONTRACTOR DELAYS DUE TO EQUIPMENT FAILURE, LACK OF EQOIPMENT OR MATERIAL, FAILURE TO REPORT FOR WORK WITHOUT NOTICE, OR ANY .OTHER DELAY OF CONTRACTOR RESPONSIBILITY. 2. TIME LOST DUE TO PRODUCTION DELAYS CAUSED BY "OTHERS". 3. TIME LOST DUE TO INCLEMENT WEATHER OR OTHER PRODUCTION DELAYS AS A RESOLT OF PROHIBITIVE CLIMATIC CONDITIONS. INCREASED OR DECREASED PRODUCTION RATES DUE TO INCREASED OR DECREASED _ EQUIPMENT WILL INCREASE OR DECREASE INSPECTION COSTS ACCORDINGLY. IT IS THEREFORE RECOMMENDED THE CONTRACTOR SUBMIT AN EXACT SCHEDULE OF EQUIPMENT TO BE USED AND AN ESTIMATED PRODUCTION SCHEDULE. SCHEDULES SHOULD BE SUBMITTED AT THE TIME OF THE PRE-JOB CONFERENCE. UPON ACCEPTANCE OF THE CONTRACTOR'S SCH_E_D_ULE_S,_ CONTRACTOR MUST BE REQUIRED TO ADHERE TO SUCH SCHEDULES. CONTRACTOR'S DAILY PROGRESS AND INSPECTOR'S INSPECTION HOURS WILL BE LISTED EACH. DAY ON TWINING'S "DAILY INSPECTION SUMMARY" FORM. COMPLETED "DAILY INSPECTION SIIMMARY" FORM WILL BE SIGNED BY BOTH ~ PAGE 7 INSPECTOR AND DESIGNATED CITY REPRESENTATIVE AND FILED WITH CITY'S OFFICES AT CLOSE OF WORK DAY. ADDITIONALLY, A DETAILED CHRONOL®GICAL INSPECTION REPORT WILL BE COMPLETED FOR EACH DAY'S ACTIVITIES AND BE FILED WITH CITY AT EACH BILLING PERIOD. RESPECTFULLY SOBMITTSD, TWINING & ASSOCIATES, INC. l ~ JAMES ISOM VICE PRESIDENT/OPERATIONS MANAGER ~~~o ~~o~o~~ o Q~~oc~oa~~~ ~~c~o 9 OJQ o 747 W. Katella Ave., Suite 105 ~ Orange, California 92667 (714) 771-0855 INSPECTION FAX 771-0857 - EXHIBIT "A" Interior Recoating of CITY OF VERNON 1.0 M.G. Welded Steel Water Storage Reservoir #3-3 The square footage, production rates, equipment noted herein is the basis of TWINING.'S estimate and proposal. Deviation from this schedule by the contractor may increase or decrease the time required for inspection. 80' diameter x.30' shell height Circumference = 251.2' INTERIOR Square Footage Underside of roof = 5,026 Structural @ 65% = 3,267 = 8,293 Shell = 7,536 Bottom = 5,026 Columns & Misc. @ 100 = 1,250 = 13,812 Total = 22,105 Page 1 of 2 REGISTERED INSPECTION OF COATING, LINING & PAINTING INTERIOR: Production estimate and sequence schedule are based on known industry averages and usual contractor procedure. Production based on contractor using 1 blast nozzle, 1 spray gun and 1 scaffold, achieving an average of 1500 square feet per day per nozzle during the blast cleaning and prime coating phase. Blast and Prime under roof & structural 8,293 sq. ft. - 1,500 sq. ft. per day = 6 days Apply 2nd coat 8,293 sq. ft. 4,000 sq. ft. per day = 2 days Blast & Prime shell 7,536 sq. ft. 1,500 sq. ft. per day = 5 days _ Apply 2nd coat 7,536 sq. ft. - 4,000 sq. ft. per day = 2 days Holiday detect and patch under roof and shell = 2 days • Blast tank bottom 5,026 sq. ft. - 1,500 sq. ft. per day = 3 days Remove sand, spot blast and prime = 2 days Apply coal tar enamel to lower 8' and bottom = 4 days Holiday detect and patch = 1 day Total Interior = 27 days 27 days x 9 hours per day = 243 hours - Page 2 of 2 1~IIIINING & ASSOCIATES, INC. °°y~ 747 W. Katella Ave., Suite 105 ~J~ 9° Orange, CA 92667 ~ (71.4) 771-0855 • FAX 771-0857 INSPECTION INSPECTION SERVICES CONY-RACY 1. STATEMENT OF BUSINESS PURPOSE TWINING & ASSOCIATES, INC. is an enterprise which provides professional corrosion engineering inspection services to municipal, corporate and individual organizations. 2. HISTORY OF BUSINESS ENTITY TWINING t~ ASSOCIATES, INC. is a professional' corporation incorporated in the State of California. TWINING & ASSOCIATES' principal business address is 747 West Katella Avenue, Orange, California 92667 phone, 714-771-0855. 3. SERVICES CITY OF VERNON has indicated their desire to retain the services of TWINING & ASSOCIATES to perform quality control Welding and Interior Recoating Inspection for 1.0 M.G. Welded Steel Water .Storage Reservoir #3-3 as detailed in attached "Proposal For Welding and Interior .Recoating Inspection Services". 4. SCHEDULE OF FEES (To be paid on presentation of invoice) Quality Control Inspector $38.75/hour Inspection Coordinator $48.75/hour (as required) Registered Corrosion Engineer $90.00/hour (as required) Mileage Allowance $.32/mile Authorized Expenses Cost + 10% Subsistence $65.00 Per Day (Four Hour Minimum) REGISTERED INSPECTION OF COATING, LINING & PAINTING 5. ESTIMATE OF COSTS, BASED ON SECTION 3. ITEMS Costs will be as projected in attached "Proposal For Welding and Interior Recoating Inspection Services". Costs will be computed on actual hours used to perform noted services as coordinated with the City representative. 6. REPRESENTATIONS It is understood any and all representations made by TWINING & ASSOCIATES are based on its best judgment and accepted standards and practices within the industry., and that TWINING & ASSOCIATES assumes no liability for the coating and paint systems specified by contract specifications. 7. INDEMNITY TWINING & ASSOCIATES shall indemnify and hold harmless the CITY OF VERNON and its agents and employees from and against all claims, damages, losses and expenses including attorney's fees arising out of or resulting from the performance of the work., provided .that any such claim damage loss or expense (a) is attributable to bodily injury, sickness, disease. or death of any person, including but not limited to persons employed by TWINING & ASSOCIATES or any sub-contractor or to injury to or destruction of tangible property (other than the work itself) including the loss or use resulting therefrom, and (b) is caused in whole or in part by any negligent act or omission of TWINING & ASSOCIATES, any subcontractor, anyone directly or indirectly employed by any of them or anyone for whom acts of them may be liable. CITY OF VERNON shall hold TWINING & ASSOCIATES harmless from any and all liability to perform beyond the exact confines of the offered inspection services. 8. INSURANCE COVERAGE TWINING & ASSOCIATES agrees to maintain in force during the term of this Agreement the following insurance policies: Workman's Compensation: In full compliance with Workman's Compen- sation Act of the State of California Liability: $1,000,000 Combined Single Limit of General Liability, including the following coverages: Comprehensive Form Personal Injury Contractual Broad Form Property Damage Premises/Operations Automobile: Bodily Injury $1,000,000 each person $1,000,000 each occurrence Property Damage $1,000,000 each occurrence 9. TERMS OF PAYMENT Unless otherwise agreed, invoices will be submitted bi-monthly for the duration of the project. Accounts remaining unpaid after thirty days are subject to an interest charge of one and one-half percent per month (18% APR) from the date of invoice. If suit or action is instituted to collect any sum due, owing and unpaid, Client shall be liable for such sums as the court may adjudge reasonable for attorney's fees and other costs in said suit or action. In accordance with the foregoing, CITY OF VERNON and TWINING & ASSOCIATES have .executed this agreement on the day of CITY OF VERNON S ~ ned Leonis C. Malburg, MAYOR Title 1PPROVED r . CITY ATTORNPY TWINING & ASSOCIATES, INC. 747 W. Katella Avenue Orange, CA 92667 y,-z~-- AMES ISOM Vice President/Operations Manager SEP .~/:!11:11® CERTIFICATE OF INSURANCE ISSUE DATE(iviMiuuirr) PRODUCER Q,9/.1.2/:H9 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS Mark Insurance Serv1C2S NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW 2975 Huntington Drive Second Floor COMPANIES AFFORDING COVERAGE San Marino, CA 91108 818 793-1184 ~eMeaNY A WORKERS COMP & I..~.~ ~ . ( ) NDEMNITY CODE SUB-CODE . . __w„„ ~ COMPANY B INSURED LETTER TWINING AND ASSOCIATES, INC. LETTERNY 747 W. KATELLA, #105 . _ ~ . . ._-._w ORANGE, CA 92667 COMPANY LETTER ,..w..... . COMPANY E ' ! FTTCF COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OP, CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO i POLICY EFFECTIVE :POLICY EXPIRATION. DS TYPE OF INSURANCE POLICY NUMBER ) ( ) ALL LIMITS w_THOUSAN LTR: DATE (MM/DD/YY DATE MM/DD/YY STATE OF CALIFORNIA ss. COUNTY OF LOS ANGELES On this 12th day of September , in the year 19$2,. before me, the undersigned, a Notary Public in .and for said State, personally appeared Mike Torres personally known to me (or proved to me on the basis of satisfactory evidence) to be the person- whose name- ;,.s subscribed to the within instrument, and acknowledge' to me that _he_ executed it. o~ctnr, sEar. m EVELYNWIHIING WITNESS m hand and official s al. noTAaYVIBL~c-rxF y ~ Lps ~nc>Etls caMrrY , My Cantu: Expves April 15,1493 Notary blic in and for said State.. ACKNOWLEDGMENT-General-Wolcotts Farm 233CA-LA=Rev. 5-82 - ~ - ©1982 WOLCOTTS,INC. ' ..OTHER - DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS CERT1FiCATE HOLDER CANCELLATION CITY OF VERNON SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE 4305 SANTA FE AVE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL VERNON, CA 90058 MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE ATTN : ADRIAN YASUTAKE/WATER ENG LEFT, eX~#A~L~~LX~~~~t~s~~~+1~~ LIX TKcrXc~o~Xi~~~~~~~~#~~I~ AUT RIZED PRESEN . MIKE TORRES ACORD 25-S (3/88) ACORD CORPORATION 1988 I ~~~o ~~o~o~~ ~ Q~~oc~~a~~~ ~~~o 9 oJQ ~0 747 W. Katella Ave., Suite 105 ~ Orange, California 92667 (714) 771-0855 INSPECTION FAX 771-0857 INSPECTION SERVICES CONTRACT 1. STATEMENT OF BUSINESS PURPOSE TWINING & ASSOCIATES, INC. is an enterprise which provides professional corrosion engineering inspection services to municipal, corporate and individual organizations. 2. HISTORY OF BUSINESS ENTITY TWINING & ASSOCIATES, INC. is a professional corporation incorporated in the State of California. TWINING & ASSOCIATES' principal business address is 747 West Katella Avenue, Orange, California 92667 phone, 714-771-0855. 3. SERVICES CITY OF VERNON has indicated their desire to retain the services of TWINING & ASSOCIATES to perform quality control Welding and Interior Recoating Inspection for 1.0 M.G. Welded Steel Water Storage Reservoir #3-3 as detailed in attached "Proposal For Welding and Interior Recoating Inspection Services". 4. SCHEDULE OF FEES (To be paid on presentation of invoice) Quality Control Inspector $38.75/hour Inspection Coordinator $48.75/hour (as required) Registered Corrosion Engineer $90.00/hour (as required) Mileage Allowance $.32/mile Authorized Expenses Cost + 10a Subsistence $65.00 Per Day- ~ (Four Hour Minimum) .REGISTERED INSPECTION OF COATING, LINING ~ PAINTING 5. ESTIMATE OF COSTS, BASED ON SECTION 3. ITEMS Costs will be as projected in attached "Proposal For Welding and Interior Recoating Inspection Services". Costs will be computed on actual hours used to perform noted services as coordinated .with the City representative. 6. REPRESENTATIONS It is understood any and all representations made by TWINING & ASSOCIATES are based on its best judgment and accepted standards and practices within the industry, and that TWINING & ASSOCIATES assumes no liability for the coating and paint systems specified by contract specifications. 7. INDEMNITY CITY OF VERNON shall hold TWINING & ASSOCIATES harmless from any and all liability to perform beyond the exact confines of the offered inspection services. 8. INSURANCE COVERAGE TWINING & ASSOCIATES agrees to maintain in force during the term of this Agreement the following insurance policies: Workman's Compensation: In full compliance with Workman's Compen- sation Act of the State of California Liability: $1,000,000 Combined Single Limit of General Liability, including the following coverages: Comprehensive Form Personal Injury Contractual Broad Form Property Damage Premises/Operations Automobile: Bodily Injury $1,000,000 each person $1,000,000 each occurrence Property Damage $1,000,000 each occurrence 9. TERMS OF PAYMENT Unless otherwise agreed, invoices will be submitted bi-monthly for the duration of the project. Accounts remaining unpaid after thirty days are subject to an interest charge of one and one-half percent per month (18% APR) from the date of invoice. If suit or action is instituted to collect any sum due, owing and unpaid, Client shall be liable for such sums as the court may adjudge reasonable for attorney's fees and other costs in said suit or action. In accordance with the foregoing, CITY OF VERNON and TWINING & ASSOCIATES have executed this agreement on the _ day of 1989. CITY OF VERNON s Si ned Titl ICY - TWINING & ASSOCIATES, INC. 747 W. Katella Avenue Orange, CA 92667 ~~^'.--r JA ES I SOM Vice President/Operations Manager ~ ~~o~o~~ ~ Q~~oc~oa~~~ ~o s OJQ ~0 747 W. Katella Ave., Suite 105 ~ Orange, California 92667 (714) 771-0855 INSPECTION FAX 771-0857 TERMS AND SCHEDULE OF FEES AND CHARGES TWINING & ASSOCIATES, INC. (hereinafter called TAI) has, since 1979, provided quality control inspection services in the field of corrosion engineering. Services are furnished on the basis of the .below listed terms and in accordance with the following schedule of fees, charges and conditions which are subject to revision at six month intervals: PERSONNEL FEES: Minimum Charge Coating/Painting Inspector $38.75 (4 hours + travel time and mileage) AWS Certified Welding Inspector $39..50 (4 hours + travel . time and mileage) Inspection Coordinator $48.75 (4 hours + travel (as required) time and mileage) Certified Technical Diver/Registered Inspector $48.75 (4 'hours + travel (as required) time and mileage) Certified Dive Tender $38.75 (4 hours + travel time and mileage) Daily Dive Equipment Charge $190.00 per day Travel time is chargeable at the above rates. Overtime. for non- professional personnel, when authorized, shall be charged at 1-1/2X and 2X, based on specific time schedule under which inspection is performed. If project is located out of area, food and lodging will be charged at $65.00 per day subsistence allowance, or cost plus 10$, depending on cost and suitability of the. accommodations available in the area. Services. are provided on hourly basis only, and hours required are subject to contractor's schedule and performance. Any .estimate of cost. for inspection services is an estimate only and not t o be construed as a "Not to Exceed Price". (Page 1 of 3 ) ^ REGISTERED INSPECTION OF COATING, LINING ~ PAINTING ..EQUIPMENT AND MISCELLANEOUS CHARGES: The above personnel charges include instruments commonly used in corro- sion testing. However, specialized instrumentation and test equipment _ and facilities may require an additional charge. These and miscellaneous charges may be computed at cost plus ten per- cent. Examples of such charges include, but are not limited to, food, lodging, outside consultants, public transportation, rental equipment, special permits and fees, reproduction,. long distance communications, special insurance, etc. Passenger cars and pick-up trucks are chargeable at $.32 per mile. INSURANCE COVERAGE: TWINING & ASSOCIATES agrees to maintain in force during the term of the Contract the following insurance policies. .Workmen's Compensation: In full compliance with Workmen's .Compensation Act of the State of California. Liability: $1,000,000 Combined Single Limit of General Liability, including the following coverages: Comprehensive Form Personal Injury Broad Form Property Damage Premises/Operations Automobile: Bodily Injury $500,000.00 each person $1,000,000.00 each occurrence Property Damage $1,000,000.00 each occurrence In the event Client desires additional coverage, TAI will obtain such insurance (if possible) at Client's expense. TERMS OF PAYMENT:. Unless otherwise agreed, invoices will be submitted bi-monthly for the. duration of the project. Accounts remaining unpaid after thirty days are subject to an interest charge of one and one-half percent per month (18o APR) from the date of invoice. If suit or action is instituted to collect any sum due, owing and unpaid, Client shall be liable for such sums as the court may adjudge reasonable for attorney's fees and other costs in said suit or action. (Page 2 of 3 ) REPRESENTATIONS: Inspection services are provided by personnel skilled in the monitoring. of quality control of coating and painting projects. In performing inspection services, TAI will use that degree of care and. skill ordinarily exercised, under similar circumstances, by reputable members of their profession practicing in similar locations. TAI .services performed in conjunction with and subject to contractor's schedulesand- completion shall be performed subject to TAI's Schedule of Rates and Fees. No other warranty, express or implied, is made or intended by any proposal for TAI services or by furnishing oral or written reports of the findings .made. CLAIMS BY CLIENT: In the event Client of TAI institutes legal or other action or claim in connection with these inspection services, the prevailing party. shall be entitled to recover from the losing party all of its costs and expenses, including court costs and reasonable attorney's fees.. (Page 3 of 3) ~o ~~o~o~~ o Q~~oc~oa~~~ D~~a 9 of o 747 W. Katella Ave., Suite 105 ~ Orange, California 92667 (714) 771-0855 INSPECTION FAX 771-0857 Twining & Associates invites all prospective clients to contact any or all of the listed references. References provided represent only a partial list, and others will be provided upon. request.. Los Angeles County Flood Control District Mr. Howard Walden Supervisor, Contract Construction (818) 447-5362 ..Chevron Refinery of E1 Segundo Mr. Jim.Nunley Company Contractor Representative (213) 615-5539 Port of Long Beach ~Mr. E. D. Allen Director of Engineering Mr. Edward Schultz Senior Civil Engineer (213) 437-0041 She11 Western Exploration and Production, Inc. Mr. John Howard Purchasing Agent (805) 326-5757 Olivenhain Municipal Water District Mr. Terry Sherwood Superintendent (619) 753-6466 Hesperia Water District Mr. Duane Davis Director of Operations (619) 244-6154 Suburban. Water Systems Mr. Jean P. Adam Capital Construction Manager (818) 918-1231 Western Municipal Water District Mr. Dave Hansen Chief Engineer (714) 780-4170 Albert A. Webb & Associates Mr. Fred Hanson Mr. Dave Algrante (714) 686-1.070 REGISTERED INSPECTION OF COATING, LINING ~ PAINTING NASA Ames Research Center John R. Allmen, P.E. (415) 694-5614 - Beacon Oil. Mr. Roger Gamble Maintenance Planner (209) 583-3214 C M Engineering. Associates Mr. John Dahlke, P.E. Vice President (714) 884-8804 Coachella Valley Water District Mr. Dale Bohnenberger, P.E. Deputy Chief Engineer ' Mr. Bob McLaughlin Chief Inspector (619) 398-2651.. Irvine Ranch Water District Mr. Greg Heiertz, P.E. Assistant Director, Field Operations (714) 833-122.3 NBS Lowry Engineers & Planners Mr. Bruce Blanchard Principal Engineer (619) 485-1500 Orange County Water District Mr. Gary Johnson Maintenance Manager (714) 963-5661 Mobil Oil Corporation Mr. Roberto Dentici Facilities Engineer (805) 395-6687 Shell Marketing ' Mr. Ron Kawczynski Senior Engineer (713) 241-1313 Texaco Inc. Mr. Evan Grischaber (805) 239-4207 Kennedy/Jenks/Chilton Consulting Engineers - Steve .Tarantino / Bob Purdy (415) 362-6065 TWINING & ASSOCIATES, INC. EQUIPMENT GENERAL 1. OSBORNE PORTABLE COMPUTERS WITH PHONE MODEMS AND SPECIALIZED - REPORTING PROGRAMS. 2. ALL CUSTOM DESIGNED COMPUTER PROGRAMS AND SOFTWARE RELEVANT TO .ADMINISTRATION OF A FIELD INSPECTION ORGANIZATION. INSPECTORS' INSTRUMENTS 1. EACH Q.C. INSPECTOR IS ASSIGNED, ON A PERMANENT BASIS, THE FOLLOWING ITEMS. A. .SLING PSYCHROMETER B. SURFACE THERMOMETERS (2 OR MORE) C. LONG STEM THERMOMETER D. NEEDLE PRESSURE GAGE E. KEANE-TATOR SURFACE PROFILE COMPARATOR WITH SAND DISC F. PRESS-O-FILM TAPE SYSTEM WITH SPRING MICROMETER AND TAPE G. WET FILM THICKNESS GAGE H. MAGNETIC DRY FILM THICKNESS GAGE I. THICKNESS CALIBRATION STANDARDS J. TINKER & RASOR MODEL M-1 HOLIDAY DETECTOR K. THORPE PIT DEPTH GAUGE EQUIPMENT LIST PAGE 2 POOL INSTRUMENTS - SPECIAL EQUIPMENT MAINTAINED BY TAI .FOR ASSIGNMENT TO INSPECTORS AS NEEDED. 1. 2 MODEL AP-W SPARK DETECTORS 2. 4 AC SPARK DETECTORS 3. 1 K-D "BIRD DOG" HOLIDAY DETECTOR 4. 1 BARCOL HARDNESS TESTER 5. 1 COMPARATOR SHOT DISC 6. 1 COMPARATOR GRIT DISC 7. 1 CLEMTEX VISUAL COMPARATOR 8. 2 THORPE PIT GAGES 9. 1 DELMHORST MODEL BD-7 MOISTURE METER 1H. 1 NORDSON ZAHN 2 VISCOMETER 11. 1 PTC MODEL 233 WIDE FIELD POCKET MICROSCOPE 12. 2 PTC MODEL 239 HAND LENS 13. TECHNICAL REFERENCE LIBRARY - SSPC MANUALS NACE ASTM MATERIAL MANUFAC'!'URERS DATA REFERENCE AWWA API SAMPLE COPIES OF STANDARD DAILY INSPECTION FORMS To Be Used by Inspector and Maintained for Historical Record ® ~ ~ ~~o~o~~ ~ Q~~oc~oa~~~9 ~~c~o ~ ~ 747 W. Kateila Ave., Suite 105 Orange, California 92667 (714) 771-0855 INSPECTION DAILY. INSPECTION SUMMARY & INSPECTOR' S TIME CARD PROJECTt DATE: LOCATION: CONTRACTOR: - CONTRACTOR'S CREW OF ARRIVED DEPARTED ' TIME WEATHER AM TEMP W.B. D.P. S.T. (WHERE. R.H. WORK PERFORMED TODAY: QUANTITY & TYPE COATING MATERIALS USED; _D_E_L_A~YS~CHANGES IN SCH+ EDULE & TIME LOST ( Items below may impact schedule & costsf OWNER'S ORDERS/INSTRUCTIONS: REMARKS: NEXT DAY START TIME PER CONTRACTOR/FOREMAN: Approved Portal to .Inspector Inspector Portal. Travel Time ; Arrived ,?obsite ; Departed Jobeite INSPECTOR TOTAL HOURS TODAY: SUBSISTENCE EXPENSES TOTALS TO DATE; TIME ; MILES ; DAYS ON JOB; - SIGNATURES OWNER'S REPRESENTATIVE INSPECTOR D.istribuEion: Whi~e~1ER; Yellow=H T:[S; Pink=INSPECTOR m o a o ~ 0 [~C~o ~ ~~o~o~c~ ~ Q~~oc~oa~~~9 ~ 747 W. Katelia Ave., Suite 105 Orange, Calffornia 92667 (714) 771-0855 iNS~crioN DAILY INSPCCTION SUMMITRY & INSPECTOR'S TIME CARD ' PROJECT: DATE. CONTRACTOR: T LOCATION: CONTRACTOR'S CREW OE ARRIVED DEPARTED TIME WEATHER AM TEMP W.B. D.P. S.T. (WHERE R.H. ~I i i WORK PERFORMED TODAY: QUANTITY & TYPE COATING. D MATERIALS USE s ~ ~ DELAYS CHANGES IN SCHEDULE & TIME LOST (Items below may impact ~ i sc edu e & costs OWNER'S ORDERS/INSTRUCTIONS': a REMARKS: ~ / NEXT DAY START TIME PER CONTRACTOR FOREMAN. Approved Portal to Inspector Inspector I, Portal Travel Time ; Arrived Jobaite ; Departed Jobete _ j INSPECTOR TOTAL HOURS TODAY: SUBSISTENCE[ E,XPEN9ES .TOTALS TO DATE: TIME ; MILES ; DAYS ON JOB; i SIGNATURES OWNER'S REPRESENTATIVE INSPECTOR ±I~ Distribution: White~WNER, Yellow=H TIS; Pink=INSP(7C'hOR ~ ~ O ~ ~~o~o~~ ~ Q~~oc~oa 9 747 W. Katella Ave., Suite 105 Orange, California 928fi7 (714} 771-0855 iNSm:cTioN DAILY INSPECTION SUMMARY & INSPECTOR'S TIME CARD PROJECT: DATE; CONTRACTOR: LOCATION CONTRACTOR'S CREW OF ARRIVED DEPARTED TIME WEATHER AM TEMP W.B. D.P. S,T. {WHERE R.H. WORK PERFORMED `TODAY: QUANTITY & TYPE COATING MATERIALS USED s DELAYS CHANGES IN SCHEDULE & TIME LOST (Items below may impact. sc edule ~ costsj~ OWNER'S ORDERS/INSTRUCTIONS: REMARKSs NEXT D11Y START TIME PER CONTRACTOR/FOREMAN: Approved Portal to Inspector Inspector Portal. Travel Time ; Arrived Jobsite ;'DeQarL-ed JoUeite INSPECTOR TOTAL fiOURS TODAY: SUBSISTENCE EXPENSES TOTALS TO DATE: TIME MILES ; DAYS. ON JOB; SIGNATURES ~ OWNER'S REPRESENTATIVE INSPECTOR DistribuEion: whi~e=aaNER; Yellow=H-TIS; Pink=INSPCCTOft _ o ° o ~Q~'C~ D~~o ® ~wn~d~~ ~ Q~~o~ 9 P~ ? 747 W. Katella Ave., Suite 105 of Orange, California 92667 (714) 771-0855 INSPECTION SPECIFICATION NON-COMPLIANCE REPORT DATE : _r. TIME: PROJECT : Y-~ _ YY-_ CONTRACTOR: INSPECTOR: Contractor/Foreman is hereby advised of work performed which is not in compliance with Section Page of the Contract Specifications. Description of Non-compliance: Corrective Action Taken: INSPECTOR CONTRACTOR White Copy =Client Yellow Copy = Twining 0 'Pink Copy = Contractor ~ ~ o ~ o C~nQ~C ~ O N~C~o ~~o~d~~ ~ Q~~o Q~ 747 W. Katella Ave., Sulte 105 vJ g Orange, California 92667 (7.14).771-0855 INSPECTION SPECIFICATION NON-COMPLIANCE REPORT DATE: _ _ TIME: PROJECT . Y_~ - - CONTRACTOR: INSPECTOR: .Contractor/Foreman is hereby. advised of work performed which is not ion Pa e of the, Contract . in compliance with Sect, g Specifications. Description of Non-.compliance: ~1 Corrective Action Taken: ------LNSPECTOR _ ---CONTRACTOR White Copy =Client Yellow Copy =Twining 0 Pink Copy. =Contractor c l ~ ~ o ~ o C~dQ~~~ 0 ~~o I~~o~n~~ ~ Q~~O 9 ~ 747 W. Kateila Ave., Sufte 105 vJ Orange, C:allfornia 92.667 (714) 77.1-0855 INSPECTION SPECIFICATION NON-COMPLIANCE REPORT DATE: _ TIME: - PROJECT• _ CONTRACTOR: INSPECTOR: _ _ Contractor/Foreman is hereby advised of work performed which is not in compliance with Section Page of the Contract Specifications. - Description of Non-compliance: - - - - Corrective Action Taken: TNSPECTOR_ CONTRACTOR ~_..J White Copy =Client Yellow. Copy; = Twining O Pink_Copy =Contractor ~ o ° o C~DQ~C~~ 0 ~~o 117M~IDU`~1D~1~ ~ Q~~O 9 ~ 747 W. Katella Ave., Sufte 105 DJ g Orange, California 92667 (714j 771-0855 INSPECTION INSPECTION OVERTIME AUTHORIZATION Project : _ Client: . Inspector: Contractor: Date: _ Date and Hours of Overtime: TWINING'S Inspector, _ is hereby authorized to perform inspection services beyond the - hours per day and ~ days per week as set forth in the Contract, Specifications and/or Inspection Services Contract. These additional services. were requested and authorized by _ on behalf of _ _ It is understood that all costs of such overtime shall be the responsibility of It is understood and agreed that Client _ _ is responsible for payment for such additional services to TWINING, and that neither TWINING nor Inspector can accept direct compensation from Contractor _ _ If Contractor is responsible for such compensation, Client MY agrees to recover cost of services from Contractor. Client Authorized Signature Contractor Authorized Signature Twining Inspector White Copy =Client Yellow Copy = Twining Pink Copy = Contractor o Q~~OC~oa~~~ O ~~o 4~ ~ 747 W. Katel a Ave., Suite 105 vJ ~ Orange, CalifoCnfa 92.667 (714) 771-0855 INSPECTION. INSPECTLON OVERTIME AUTHORIZATION .Project: - Client: Inspector: Contractor: Date: .Date and Hours of Overtime: TWINING'S Inspector, _ _ , is hexeby authorized to perform inspection services beyond the hours per day.. and _ days per week as set .forth in the Contract; Specifications and/or Inspection.Services Contract. These additional services were requested and.. authorized by _ on behalf of It is`understood that all costs of such overtime shall=-be the responsibility of It is understood and agreed that Client _ _ _ is responsible for. payment for such ^ additional services to TWINING,..and that neithex TWINING nor Inspe,ctor can accept direct compensation from Contractor If Contractor is responsible for such compensation, Client ~ agrees to recover cost of services from Contractor. Client Authorized Signature ~ Contractor Authorized Signature. Twining Inspector White 'Copy. _ Client.: Yellow Copy= Twining Pink Copy _ Contractor ~~L.~ r ~n.y3 Z I. - i - ~wd~~~~ ~ Q~~~~oa~~~9 ~~~o ~P ~0 747 W. Katella'Ave., Suite 105 - Q ~ Orange, California 92667 A~ (714) 771-0855 INSPECTION ,~,I INSPECTION OVERTIME AUTHO-RIZATIO.N J~ ' Project . _ - - `Client: ~ ~ Inspector: - - f Contractor; _ T ' Date: Dane and Hours of Overtime: i - TWIN I NG' S Inspector , _ M_ ~ i s hereby. 1 authorized to perform inspection services beyond the hours.. per day and _ days per week as set forth in the Contract,: Specifications and/or Inspection Services Contract. I These additional services were requested and authorized by_ on behalf of ~ =IIt' is understood that all -costs of such; overtime sha-ll-be the res,ponsibi-lty of It is.under tood andagreed'that Client _ _ is res onsible for payment for such _ _ p additional services to TWINING, anal that neither TWINING nor Inspectors'can accept direct compensation from Contractor If Contractor is responsible for such compensation, Client _ 1 agrees to recover .cost of services from Contractor. ~ Client Authorized"Signature Contractor Authorized'Signature ; t ~ - Twining Inspector White Copy.- =Client Yellow Copy =Twining Pink Copy =Contractor. HARPER-TWINING INSPECTION SERVICES INSPECTION REPORT PROJECT: Interior Coating and Painting ' 1.5 MG Reservoir LOCATION: Riverside, California OWNER: Western Municipal Water ~Dis ict DATE: August 6, 1987 INSPECTED BY: Jerry Iverson 5:50 AM I departed for Lake Hi11s Reservoir. 6:00 AM I arrived on jobsite. A. Foreman was on jobsite. B. I prepared L-or dry film L-h'ckness i spection (DFT) to areas coated on tank bottom. 6:08 AM I commenced inspection. 7:05 AM I ceased inspection. 7:08 AM Weather; partly cloudy, ry bul 70 degrees F; wet bulb 67 degrees F; relati e umidity 86$; dew point 65.5 degrees F. A. Surface temperature hell on east side: 71 degrees F. 7:10 AM One employee arrived on 'obsite. MANUFACTUR MEC ~ ' PRODUCT NAM S 73 ENDURA SHIELD III BASE, BATCH U ER: 1 6K173 AMOUNT MIXED: 1 GALLON A IVATOR, BAT H NUMBER: 047C0125 OUNT MIXED: 1 GALLON HINNER, RODUCT NAME: (pl9 THINNER INNE , BA H NUMBER: 06700033 AM T MIXED: .5 GALLON MIXING PROCED RE: PART A INTO PART B AGITATED SEP RATELY: YES METHOD: FY MIXER , TOTAL TIME AGITATED TOGETHER: 4-5 MINUTES RESULTS: SMOOTH EVEN CONSISTENCY MIXED BY: EMPLOYEE TIME MIXED: 7:22 AM 7:22 AM Foreman commenced sanding overspray on exterior knuckle on south- east side of tank. 7:29 AM Foreman sanded overspray on shell on left side: of exterior ladder cage. 7:38 AM~ Foreman completed preparation to 1st drop. A. I inspected 1st drop and found it clean and ready for finish coat - application. ' 7:50 AM Foreman commenced spray application of .finish oat to ladder cage- and lst drop left of ladder, moving clockwis , A. Narrow drops and no excessive reach, checke and prepared all surfaces prior to application. 8:00 AM I resumed DFT inspection.. 8:22 AM I ceased inspection and observed preparation and p cation to exterior shell. 8:30 AM I resumed inspection. 8:54 AM Weather; partly cloudy, dry bu 5 deg es F; wet bulb 70 degrees F; relative humidity 8~; w poin- .5 degrees F. A. Surface temperature shell o east s de: 83 grees F. 9:08 AM Foreman ceased application to ext riot shell due to wind. A. Foreman applied finish coat to per 3 rings and lower half of knuckle from exterior 1 'der cloc wise approximately 70 feet. 1. Approximately. 1900 s u e feet. ' B. Crew cleaned up painting equ' ment. 9:25 AM Crew added enamel le and rued up flame under kettle. 9s55 AM I completed DFT insp tion to tank bottom. A. Approximately 70-80~ o tank botL-om needed additional coating. B. I commenced FT inspecti to shell. 10:25 AM I completed i spec n. A. Shell coating et spec ication except for 6 small areas.. - 1. .Coating was 5-120 mils. B. I wo on repo is and daily inspection summary. C. For man advised i would take awhile for kettle to heat up. . 10:28 AM Cre depa fromjobsite. 10:57 AM Crew returned t jobsite. A. Kettle tempera re: 470 degrees F. 1. Solid en el'still in kettle. 11:28 AM Kettle temperature: 495 degrees F. A. Foreman added cold enamel and turned down flame.. _ B. I prepared for holiday detection inspection to shell. 11:48 AM I commenced holiday detection inspection. 12:29 PM I completed holiday detection inspection. A. Approximately 30 areas marked for touch-up. B. Crew prepared for touch-up application to shell and tank bottom. C. Kettle temperature: 490 degrees F. 12:45 PM .Weather; clear, dry bulb 95 degrees F; wet bulb 78 degrees F; relative humidity 48~; dew point 72 degrees F. A. Surface temperature tank bottom: 86 degrees F. . 12:47 PM Bucket temperature: 465 degrees F. 12:50 PM Employee commenced 'daubing application ,to h idays on shell. 1:22 PM Employee completed application to holidays .she and repared for application to areas on tank bottom not t 'c enoug to con- form to specifications. A. Applicator bucket was maintained between 445 and 70 egrees F. B. .Kettle temperature was maintained between 485 and 4 degrees F. 1:28 PM Pouring machine temperature: 475 de ees F. 1:32 PM Crew commenced application to botL- 1:39 PM Kettle temperature: 490 deg es F. 1:44 PM Pouring machine temperature: 60 green F. .1:53 PM Kettle temperature: 490 egrees Z:02 PM Pouring machine temperat re: 475 deg ees F. 2:1'7 PM Kettle temperature: 4 egrees . A. Bucket temperature at spigot: 480 degrees F. .2:23 PM Pouring machine tempe Lure: 475 degrees F. 2:31 PM Kettle temps re: 485 de ,r ees F. A. Bucket temper tur ~ 975 degrees F. 2:40 PM Pouring machine emperature: 475 degrees F. 2:50 PM Buc t temperate 480 degrees F. 2:58 PD1 Pou ing ma e to perature: 470 degrees F. 3:08 PM Crew emptied ke tle and ceased work. A. Crew completed ouch-up to approximately 80-85~ of areas .marked for additiona application. 3:15 PM I departed from jobsite. 3:25 PM I arrived from Riverside. Jerry Iverson, Resident Inspector TWINING & ASSOCIATES, INC. COATING/PAINT MIXING REPORT Date Time Inspector Project Mfg. Product Component Mixing Ratio Base. Qty. Batch # Activator Qty. Batch # Other Qty. Batch # Thinner Qty. Batch # Yes No Agitated Separately? Time Climatic Conditions DB VJB RH DP ST Power Agitated? Time Induction Interval? Time Mixed Per Mfg. Recommendations? Describe location of application and estimate sq.ft. coverage: Date Time Lnspector Project Mfg.. Product Component Mixing Ratio Base Qty. Batch.# Activator Qty. Batch # Other Qty. .Batch # Thinner Qty. Batch # Yes No Agitated Separately? Time Climatic Conditions DB WB RH DP ST `Power Agitated? Time Induction Interval? Time Mixed Per Mfg. Recommendations? Describe location of application and estimate sq.ft. coverage: REPORT ON TANK (BOTTOM) (ROOF) (EXTERIOR) (INTERIOR) (BASTING) (PUTTYING) (COATING) (PAINTING) TANK NUMBER. SUMMARY OF COATING/PAINT THICKNESS GAGINGS: MAXIMUM THICKNESS: MILS MAXIMUM THICKNESS• MILS AVERAGE. THICKNESS: AILS ~4M~4 (11/8E) S7~,yoy NHS - - - A - - - - - - - - - - p Nns H ~ ~ ~ NnS sus - e _ _ _ _ _ _ N~s° ~ ,j~,Q^ s c a ~ ~ a sR ~p R A ~ x P w w W N w w ~ W f- _ ' ~ w w ~ ~ J p z z 1-- z z ~ ~ Q W O 3 3 F- _ H d ~ w .-w . ~ W' W ~ d W O O 3 3 O O I-- O.' w J J F- F- J N f O O 0 O Z m 2 Y d' O 3 Q Q W U ~ to • N W O D 3 O U Q Q O rr '-r U W. W ~ Z O 7 Z W ~ 2 d' a' Q U G. ~ ~ LL C' Z Q ~ F- I- U O O O d' W J to W W W Q N .r Z J m F-- 1 F-- F- K L~ H M U W n. d 1Q- O C N W O > F- Y O Q ¢ O Q ~ _ W a W N N O O ~ ~ 2 W U o.' fn N J W Z. ~ N N J H Y N W Z F- d 3 W W W 3 3 3 ~ D' N F- F- F- o. O F- N N 1 f U U W W W J J~ 3 F- W . d O O N Q Q w . d Q O Z w x X d' ~ n' Q Q O O > 3 Z W J 3 O W E O ~ W W U U U U' C.7 S J F-' O ~~~o ~~o~o~~ ~ Q~~oc~oa~~~ ~~c~o 9 oJP ~0 747 W. Katella Ave., Suite 105 ~ Orange, California 92667 (714) 771-0855 INSPECTION FAX 771-0857 WEEKLY STATUS REPORT PROJECT: OWNER• LOCATION: CONTRACTOR: INSPECTOR: DATE: At the conclusion of the above noted date, the project status as regards inspection hours used and completion of contractor's work is as .follows: 1. Inspection hours estimated for total project _ 2. Inspection hours used as of this date 3. Percent of total inspection hours used ~ 4. Percent of Contractor's work on total project now completed IF DISCUSSION ON PROJECT STATUS IS NECESSARY, PLEASE CONTACT JIM ISOM IMMEDIATELY AT (714) 771-0855. INSPECTION COORDINATOR OWNER'S REPRESENTATIVE REGISTERED INSPECTION OF COATING, LINING & PAINTING