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HomeMy WebLinkAboutC-843 - Water main construction in Cliff Haven & Shore CliffsrTY cG6& CONTRACT -NO. C -&@ CITY OF NEWPORT BEACH CONTRACT DOCUMENTS FOR THE WATER MAIN CONSTRUCTION IN CLIFFHAVEN AND SHORECLIFFS APPROVED BY THE CITY COUNCIL ON THIS 13714 DAY OF MAY, 1963 M S IC ITY LERK to CITY OF NEWPORT BEACH, CALIFORNIA NOTICE OF INVITING BIDS SEALED PROPOSALS WILL BE RECEIVED AT THE OFFICE OF THE CITY CLERK, CITY HALL NEWPORT BEACH, CALIFORNIA, UNTIL 10%30 A.M. ON THE 5TH DAY OF JUNE, 19631 AT WHICH TIME THEY WILL BE PUBLICLY OPENED AND READ, FOR PERFORMING WORK AS FOLLOWS: THE WATER MAIN CONSTRUCTION IN CLIFFHAVEN AND SHORECLIFFS NO BID WILL BE RECEIVED THE PUBLIC WORKS DEPARTMENT. CHECK, OR BIDDERS BOND MADE EQUAL TO AT LEAST 10 PERCENT SHOULD THE BIDDER TO WHOM THI CONTRACT. UNLESS IT IS MADE ON A PROPOSAL FORM FURNISHED BY EACH BID MUST BE ACCOMPANIED BY CASH, CERTIFIED PAYABLE TO THE CITY OF NEWPORT BEACH.FOR'AN.AMOUNT OF THE AMOUNT BID, SUCH GUARANTY TO BE FORFEITED C CONTRACT IS AWARDED FAIL TO ENTER INTO THE IN ACCORDANCE WITH THE PROVISIONS OF SECTION 1770 OF THE LABOR CODE, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH HAS ASCERTAINED THE GENERAL PREVAILING RATE OF PER DIEM WAGES IN THE LOCALITY IN WHICH THE WORK IS TO BE PERFORMED FOR EACH CRAFT OR TYPE OF WORKMAN OR MECHANIC NEEDED TO EXECUTE THE CONTRACT AND IS SET FORTH IN RESOLUTION No. 5729. A COPY OF SAID RESOLUTION IS AVAILABLE IN THE OFFICE OF THE CITY CLERK IN THE CITY OF NEWPORT BEACH. ALL BIDS ARE TO BE COMPARED ON THE BASIS OF THE ENGINEER'S ESTIMATE OF THE QUANTITIES OF WORK TO BE DONE. NO BIDS WILL BE ACCEPTED FROM A CONTRACTOR WHO HAS NOT BEEN LICENSED IN ACCORDANCE WITH -THE PROVISIONS OF CHAPTER 9, DIVISION III OF BUSINESS AND PROFESSIONS CODE. PLANS AND SPECIFICATIONS, FORMS OF PROPOSALS, BONDS, AND CONTRACT MAY BE OBTAINED AT THE PUBLIC WORKS DEPARTMENT, CITY HALL, NEWPORT BEACH, CALIFORNIA. A MON- REFUNDABLE CHARGE OF $2.00 WILL BE REQUIRED FOR EACH SET OF STANDARD SPECIFICATIONS. A REFUNDABLE DEPOSIT OF $5.00 WILL BE REQUIRED FOR EACH SET OF PLANS, SPECIAL PROVISIONS, AND CONTRACT DOCUMENTS. NO REFUNDS WILL BE MADE LATER THAN 60 DAYS AFTER AWARD OF THE BID. THE CITY OF NEWPORT BEACH RESERVES THE RIGHT TO REJECT ANY OR ALL BIDS AND TO WAIVE ANY INFORMALITY IN SUCH BIDS. CITY OF NEWPORT BEACH, CALIFORNIA MARGERY SCHROUDER, CITY CLERK PROPOSAL TO THE HONORABLE CITY COUNCIL CITY OF,NEWPORT BEACH CALIFORNIA THE UNDERSIGNED DECLARES THAT HE HAS CAREFULLY EXAMINED THE LOCATION OF THE PROPOSED WORK, THAT HE HAS EXAMINED THE PLANS AND SPECIFICATIONS, AND READ THE ACCOM- PANYING INSTRUCTIONS TO BIDDERS, AND HEREBY PROPOSES TO FURNISH ALL MATERIALS AND DO ALL WORK REQUIRED TO COMPLETE THE WATER MAIN CONSTRUCTION IN CLIFFHAVEN AND SHORECLIFFS, AS SHOWN ON CITY OF NEWPORT BEACH DRAWING NO. W- 5oo6 -S, IN ACCORDANCE WITH THE PLANS, STANDARD SPECIFICATIONS, AND SPECIAL PROVISIONS, AND THAT HE WILL TAKE IN FULL PAY- MENT THEREFOR THE FOLLOWING UNIT PRICES FOR EACH ITEM COMPLETE IN PLACE, TO WIT: ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 1 3,575 8" DIAMETER WATER MAIN LINEAR SIX DOLLARS FEET AND SEVENTY -FOUR CENTS $ 6.74 $ 24,o95-5o PER LINEAR FOOT 2 5,555 6" DIAMETER WATER MAIN LINEAR FIVE DOLLARS FEET AND EIGHTY -SEVEN CENTS $ 5.87 .$ PER LINEAR FOOT 3 230 6" DIAMETER WATER PIPE FOR LINEAR MISCELLANEOUS CONNECTIONS 0 FEET - NINE DOLLARS AND SIXTY -FIVE CENTS $ 9.65. $ 2,219.50 PER LINEAR FOOT 4 7 8" DIAMETER GATE VALVES EACH ONE HUNDRED SIXTY -FIVE DOLLARS AND No CENTS $ 165.00 $ .11155.00 EACH 5 32 6" DIAMETER GATE VALVE EACH ONE HUNDRED FIFTEEN DOLLARS AND No CENTS $ 115.00 $ 3,680.00 EACH 6 15 FIRE HYDRANTS B EACH FOUR HUNDRED FIFTEEN DOLLARS AND No CENTS $ 415.00 $ 6,225.00 EACH TOTAL WRITTEN IN WORDS EIGHTY FOUR THOUSAND THREE HUNDRED DOLLARS AND FIFTY -SEVEN DOLLARS AND EIGHTY -FIVE CENTS CENTS TOTAL PR -2 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 7 103 TYPE A WATER SERVICE CONNECTION EACH FIFTY -SEVEN DOLLARS No AND CENTS $ 57.00 $ 5,871.00 EACH 8 14 TYPE B WATER SERVICE CONNECTION EACH FORTY -SEVEN DOLLARS AND NO CENTS $ 47.00 / p $ 65$.00 EACH 9 9 TYPE C WATER SERVICE CONNECTION EACH Q ONE HUNDRED SIXTY - SEVEIDOL LARS AND NO CENTS $ 167.00 $ 1,901. 00 EACH 10 23 TYPE D WATER SERVICE CONNECTION EACH NINETY -ONE DOLLARS AND NO CENTS $ 91.00 $ 21093.00 EACH 11 ACH 2° DIAMETER WATER SERVICE CONNECTION TWO HUNDRED TEN DOLLARS AND NO CENTS $ 210.00 $ 630.00 12 9050 TEMPORARY TRENCH PAVEMENT LINEAR FEET @ DOLLARS AND FORTY CENTS $ 0.40 $ 11620.00 PER LINEAR FOOT TOTAL WRITTEN IN WORDS EIGHTY FOUR THOUSAND THREE HUNDRED DOLLARS AND FIFTY -SEVEN DOLLARS AND EIGHTY -FIVE CENTS CENTS TOTAL 0 THE UNDERSIGNED AGREES THAT IN CASE CONTRACT WITH NECESSARY BONDS WITHIN TEN HAVING RECEIVED NOTICE THAT THE CONTRACT CHECK OR BOND ACCOMPANYING THIS BID SMALL BEACH- 0 OF DEFAULT IN EXECUTING THE REQUIRED (10) DAYS, NOT INCLUDING SUNDAY, AFTER IS READY FOR SIGNATURE, THE PROCEEDS OF THE BECOME THE PROPERTY OF THE CITY OF NEWPORT LICENSED IN ACCORDANCE WITH THE STATUTES OF THE STATE OF CALIFORNIA PROVIDINn FOR THE REGISTRATION OF CONTRACTORS, LICENSE No. A 200392 THE UNDERSIGNED HAS CHECKED CAREFULLY ALL OF THE ABOVE FIGURES AND UNDERSTANDS THAT THE CITY WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS ON TH� PART OF THE UNDERSIGNED IN MAKING UP THIS BID. ACCOMPANYING THIS PROPOSAL IS BOND CASH, CERTIFIED CHECK, CASHIERS CHECK OR BOND IN AN AMOUNT NOT LESS THAN 1O PERCENT OF THE TOTAL BID PRICE. JE 7 -4137 PHONE NUMBER JUNE 52 1963 DATE 10616 STANFORD AVE. GARDEN GROVE, CALIF. BIDDERS ADDRESS LEO WEILER CONSTRUCTION CO. BIDDERS NAME (SEAL) �$ GERALD J. WEILER AUTHORIZED SIGNATURE AUTHORIZED SIGNATURE CORPORATION TYPE OF ORGANIZATION (INDIVIDUAL, CORPORATION, COPARTNERSHIP) LIST BELOW NAMES OF PRESIDENT, SECRETARY, TREASURER AND MANAGER IF A CORPORATION AND NAMES OF ALL COPARTNERS IF A COPARTNERSHIP: GERALD J. WEILER. PRESIDENT KATHERINE J. WEILER, VICE- PRESIDENT ROBERT PEARSON, SECRETARY- TREASURER 0 PAGE 3 DESIGNATION OF SUB - CONTRACTORS THE UNDERSIGNED CERTIFIES THAT HE HAS USED THE SUB -BIDS OF THE FOLLOWING LISTED CONTRACTORS IN MAKING UP HIS BID AND THAT THE SUB - CONTRACTORS LISTED WILL BE USED FOR THE WORK FOR WHICH THEY BID, SUBJECT TO THE APPROVAL OF THE CITY ENGINEER, AND IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE SPECIFICATIONS. NO CHANGE MAY BE MADE IN THESE SUB - CONTRACTORS EXCEPT UPON THE PRIOR APPROVAL OF THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH. ITEM OF WORK SUB- CONTRACTOR ADDRESS 1, NONE 2. 3 4. 5• 6. LEO WEILER CONSTRUCTION CO. BIDDER'S NAME /S/ GERALD J. WEILER AUTHORIZED SIGNATURE CORPORATION TYPE OF ORGANIZATION (INDIVIDUAL, COPARTNERSHIP OR CORPORATION 10616 STANFORD AVE. GARDEN GROVE, CALIFORNIA ADDRESS i SEE BOND FORM ATTACHED TO ORIGINAL PROPOSAL FILED IN CITY CLERK'S PAGE 4 OFFICE) BIDDER'S BOND TO ACCOMPANY PROPOSAL KNOT/ ALL MEN BY THESE PRESENT, THAT WE, LED WEILER CONSTRUCTION CO. , AS PRINCIPAL, AND CONTINENTAL CASUALTY COMPANY AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, CALIFORNIA, IN THE SUM OF DOLLARS ($ , LAWFUL MONEY OF THE UNITED STATES FOR THE PAYMENT OF WHICH SUM WELL AND TRULY TO BE MADE, WE BIND OURSELVES, JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENTS. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH, THAT IF THE PROPOSAL OF THE ABOVE BOUNDEN, PRINCIPAL FOR THE CONSTRUCTION OF IN THE LITY OF NEWPORT REACH, IS ACCEPTED BY THE LITY LOUNCIL OF SAID LITY, AND IF THE ABOVE BOUNDEN PRINCIPAL SHALL DULY ENTER INTO AND EXECUTE A CONTRACT FOR SUCH CONSTRUCTION AND SHALL EXECUTE AND DELIVER THE TWO (Z) BONDS DESCRIBED IN THE "NOTICE INVITING BIDS" WITHIN TEN (10) DAYS (NOT INCLUDING SUNDAY) FROM THE DATE OF THE MAILING OF A NOTICE TO THE ABOVE BOUNDEN PRINCIPAL BY AND FROM SAID CITY OF NEWPORT BEACH THAT SAID CONTRACT IS READY FOR EXECUTION, THEN THIS OBLIGATION SHALL BECOME NULL AND VOID; OTHERWISE IT BE AND REMAIN IN FULL FORCE AND EFFECT, AND THE AMOUNT SPECIFIED HEREIN SHALL BE FORFEITED TO THE SAID CITY. IN WITNESS WHEREOF, WE HEREUNTO SET OUR HANDS AND SEALS THIS DAY OF , 1 9_ CORPORATE SEAL (IF CORPORATION) PRINCIPAL (ATTACH ACKNOWLEDGMENT FROM OF ATTORNEY IN FACT) 0 TITLE RETY 0 L] PAGE 5 Bond No. 15 3 1865 LABOR AND MATERIAL BOND Premium for this bond is included in the premium charge for the Faithful KNOW ALL MEN BY THESE PRESENTSp THAT Performance Bond. WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED JUNE 10, 1963 HAS AWARDED TO Lt0 Wtswk CANSTRYCTIOM Ce, HEREINAFTER DESIGNATED AS THE "PRINCIPAL A CONTRACT FOR WATER MAIN CONSTRUCTION IN CLIFFHAVEN AND SHORECLIFFS IN THE CITY OF NEWPORT BEACH IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFI- C'ATIONS.'AND OTHER CONTRACT DOCUMkNTS ON FILE IN THE OFFICE OF THE CITY CLERK. WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF REQUIRE THE FURNISHING OF A BOND WITH SAID CONTRACT0.PROVIO- ING THAT IF SAID PRINCIPAL OR ANY OF HIS OR ITS SUBCONTRACTORS SHALL FAIL TO PAY FOR ANY MATERIALS, PROVISIONS, PROVENDER OR OTHER SUPPLIES OR TEA143 USED INS UPON, FOR OR ABOUT THE PERFORMANCE OF THE 'WORK AGREED TO BE DONE, OR FOR ANY WORK OR LABOR DONE THEREON Of ANY KINDS THE SURETY ON THIS BOND WILL PAY THE SAME TO THE EXTENT HEREINAFTER SET FORTH: NOW., THEREFORE, WE LEO WEILER CONSTRUCTION CO. AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE CONTRACTOR AND CONTINENTAL CASUALTY COMPANY AS SURETY ARE:HELD FIRMLY BOUND UNTO THE CITY OF N1EWPORT BEACH, IN THE SUM OF FOURTY TWO THOUSAND ONE HUNDRED NINETY -THREE AND50 /�OLLARS 42109.50 SAID SUM BEING ONE -HALF OF THE ESTIMATED AMOUNT PAYABLE BY THE CITY OF NEWPORT BEACH UNDER THE TERMS OF THE CONTRACTS FOR WHICH PAYMENT WELL AND TRULY TO BE MADE WE BIND OURSELVES, OUR HEIRS) EXECUTORS AND ADMINISTRATORSO SUCCESSORS OR ASSIGNS JOINTLY AND SEVERALLY FIRMLY BY THESE PRESENTS. THE CONDITION OF THIS OBLIGATION IS SUCH; THAT IF THE PERSON OR HIS SUB - CONTRACTORS� FAIL TO PAY FOR ANY MATERIALS$ PROVISIONS PROVENDER OR OTHER SUPPLIES OR TEAMS USED INS UPON, FOR OR ABOUT THE PERFORMANCE OF THE WORK CONTRACTED TO BE DONEE OR FOR ANY OTHER WORK OR LABOR :THEREON OF ANY KIND, OR FOR AMOUNTS DUE UNDER THE UNEMPLOYMENT INSURANCE CODE.WITH RESPECT TO SUCH WORK OR LABOR, THAT THE SURETY OR SURETIES WILL PAY FOR THE SAMEp IN AN AMOUNT NOT EXCEEDING THE SUM SPECIFIED IN THE BONDP AND ALSO IN CASE SUIT IS BROUGHT UPON THE BONDS A REASONABLE ATTORNEYS FEE, TO BE FIXED BY THE COURT,2 AS REQUIRED BY THE PROVISIONS OF SECTION 4204 OF THE.GOVERNMENT CODE OF THE STATE OF CALIFORNIA. - I I • (LABOR AND MATERIAL BOND - CONTINUED) PAGE 6 THIS BOND SHALL INURE TO THE BENEFIT OF ANY AND ALL PERSONS,'COMPANIES AND CORPORATION ENTITLED TO FILE CLAIMS UNDER SECTION 1192.1 OF THE CODE OF CIVIL PROCEDURE SO AS TO GIVE A RIGHT OF ACTION TO THEM OR THEIR ASSIGNS IN ANY SUIT BROUGHT UPON THIS BOND, AS REQUIRED BY THE PROVISIONS OF SECTION 4205 OF THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA. AND THE SAID SURETY, FOR VALUE RECEIVED, HEREBY STIPULATES AND AGREES THAT NO CHANGE, EXTENSION OF TIME, ALTERATIONS OR ADDITIONS TO THE TERMS OF THE CONTRACT OR TO THE WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS ACCOMPANYING THE SAME SHALL IN ANY WISE AFFECT ITS OBLIGATIONS ON THIS BOND, AND IT DOES HEREBY WAIVE NOTICE OF ANY SUCH CHANGE, EXTENSION OF TIME, ALTER- ATIONS OR ADDITIONS TO THE TERMS OF THE CONTRACTOR OR TO THE WORK OR TO THE SPECIFICATIONS. IN WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL AND SURETY ABOVE NAMED, ON THE 10th DAY OF June I_19(:Q—• APPROVED AS TO FORM: CITY AVAORNEY (SEAL) ASE AL) CONTRACTOR LAL), CONTINENTAL CASII (SEAL) (SEAL) 1XIMMM. R. C ,gpfnhaver, Jr. THIS BOND WAS APPROVED BY THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH BY MOTION Jeut 1o, 1963 TE ATTEST: 'CITY CLERK STATE OF CALIFORNIA County of Los Angeles) ) ss, ' On this 10th day of June 19 63 , before me Nancy IVakaya , a Notary Public in and for the County and State aforesaid, residing therein, duly commissioned and sworn, personally appeared E, R. Copenhaver, Jr. , known to me to be the person whose name is sub- scribed to the within instrument as the Attorney -in -Fact of the Continental Casualty Company, end acknowledged to me that he subscribed the name of the Continental Casualty Company thereto as principal / d his own name as Attorney -in -Fact Notary li in anj fol the County of Los Angeles State of tallfornia, SDCAL 15 Vq Commission Expires April 23, 1966 19 PAGE 7 Bond No. 15 3 1865 PERFORMANCE BOND Premiom: $843.87 KNOW ALL MEN BY THESE PRESENTS.THAT, WHEREAS, THE CITY COUNCIL OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED JUNE IO, 1963 HAS AWARDED TO Lea Wee LtIt C*nTRw ion Co. HEREINAFTER DESIGNATED AS ITH9 "PRINCIPAL ", A CONTRACT FOR WATER MAIN CONSTRUCTION IN CLIFFHAVEN AND SHORECL'FFS IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS NOW ON FILE IN THE OFFICE OF THE CITY CLERK OF THE CITY OF NEWPORT BEACH, WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF REQUIRE THE FURNISHING A BOND FOR THE FAITHFUL PERFORMANCE OF SAID CONTRACT, NOW, THEREFORE, WE, LEO WEILER CONSTRUCTION CO. AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE "CONTRACTOR" AND AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE FOUIM T TWIT OWE ..'&DNDM" -, ? SUM OF D gD /' -- _DOLLARS ($42 93.50 SAID SUM BEING EQUAL TO 50 OF THE ESTIMATED AMOUNT OF THE CONTRACT, TO BE PAID TO THE SAID CITY OR ITS CERTAIN ATTORNEY, ITS SUCCESSORS, AND ASSIGNS; FOR WHICH PAYMENT, WELL AND TRULY TO BE MADE, WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND ADMINISTRATORS, SUCCESSORS OR ASSIGNS, JOINTLY AND SEVERALLY, FIRMLY B.Y THESE PRESENTS. THE CONDITION OF THIS OBLIGATION 15 SUCH, THAT IF THE ABOVE BOUNDEN PRINCIPAL, HIS OR ITS HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS, OR ASSIGNS, SHALL IN ALL THINGS STAND TO AID ABIDE BY, AND WELL AND TRULY KEEP AND PERFORM THE COVENANTS, CONDITIONS AND AGREEMENTS IN THE SAID CONTRACT AND ANY ALTERATION THEREOF MADE AS THEREIN PROVIDED ON HIS OR THEIR PART,.TO BE KEPT AND PERFORMED AT THE TIME AND IN THE MANNER THEREIN SPECIFIED, AND IN ALL RESPECTS ACCORDING TO THEIR TRUE INTENT AND MEANING, AND SHALL INDEMNIFY AND SAVE HARMLESS THE CITY OF NEWPORT BEACH, ITS OFFICERS AND AGENTS, AS THEREIN STIPULATED, THEN THIS OBLIGATION SHALL BECOME NULL AND VOID; OTHERWISE IT SHALL REMAIN IN FULL FORCE AND VIRTUE. v y I '. • PAGE 8 (PERFORMANCE BOND - CONTINUED) AND SAID SURETY, FOR VALUE RECEIVED, HEREBY STIPULATES AND AGREES THAT NO CHANGE, EXTENSION OF TIME, ALTERATION OR ADDITION TO THE TERMS OF THE CONTRACT OR TO THE WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS ACCOMPANYING THE SAME SHALL IN ANY WISE AFFECT ITS OBLIGATIONS ON.THIS BOND, AND IT DOES HEREBY WAIVE NOTICE OF ANY CHANGE, EXTENSION OF TIME, ALTERATION OR ADDITION TO THE TERMS OF THE CONTRACT OR TO THE WORK OR TO THE SPECIFICATIONS. IN WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL AND SURETY ABOVE NAMED, ON THE IOt11 DAY OF June , 196 3. (SEAL) -(SEAiL) Lt0 Wilt91111 COMMOTION C@. _.(SEAt� CON i CTOR C fN ;(SEAL) e I Y\ �' (SEAL) 11111311110M E. R. Copeubdfer, Jr. Attorney -in -Fact. APPROVED AS TO FORM: 3 e-' P! (� CITY,A QRNEY r • STATE OF CALIFORNIA ) ss. County of Los Angeles) On this 10th day of June 19 63 , before me, , a Notary Public in and for the County and State aforesaid, residing therein, duly commissioned and sworn, personally appeared E. R. Copenhaver, Jr. , ]mown to me to be the person whose name is sub- scribed to the within instrument as the Attorney -in -Fact of the Continental Casualty Company, and acknowledged to me that he subscribed the named of the Continental Casualty Company thereto as principal .\and -- his°�— own name as Attorney -in -Fact - L.,,. . Nancy. Nak,,,a f Notary lPub�.ic in djor the County of Los Angeles State df C iforn a SDCAL 15 Wq Commission Expires k ' ' ` 19� 0 PAGE 9 NON COLLUSION AFFIDAVIT THE.,,- BPDDERS, BY ITS OFFICERS AND AGENTS �OR REPRESENTATIVES PRESENT AT THE TIME OF FILINd THIS BID, BEING DULY SWORN ON THEIR OATHS SAY, THAT NEITHER THEY NOR ANY OF THEME HAVE IN ANY WAY, DIRECTLY OR INDIRECTLY, ENTERED INTO ANY ARRANGEMENT OR . AGREEMENT WITH ANY OTHER BIDDER, OR WITH ANY PUBLIC OFFICER OF SUCH CITY OF NEWPORT BEACH WHEREBY SUCH AFFIANT OR AFFIANTS OR EITHER OF THEM, HAS PAID OR IS TO PAY TO SUCH BIDDER OR PUBLIC OFFICER ANY SUM OF MONEY, OR HAS GIVEN OR 13 TO GIVE TO SUCH OTHER BIDDER OR PUBLIC OFFICER ANYTHING OF VALUE WHATEVER, OR SUCH AFFIANT OR AFFIANTS. OR EITHER.OF THEM HAS NOT DIRECTLY OR INDIRECTLY ENTERED INTO ANY ARRANGEMENT OR AGREEMENT WITH ANY OTHER BIDDER OR BIDDERS, WHICH TENDS TO OR DOES LESSEN OR DESTROY FREE COMPETITION IN THE LETTING OF THE CONTRACT SOUGHT FOR BY THE ATTACHED BIDS; THAT NO BID HAS BEEN ACCEPTED FROM ANY SUBCONTRACTOR OR MATERIALMAN THROUGH ANY BID DEPOSITORY, THE BYLAWS, RULES OR REGULATIONS OF WHICH PROHIBIT OR PREVENT THE CON- TRACTOR FROM CONSIDERING ANY BID FROM ANY SUBCONTRACTOR OR MATERIALMAN WHICH IS-NOT- PROCESSED THROUGH SAID BID DEPOSITORY, OR WHICH PREVENT ANY SUBCONTRACTOR OR MATER- IALMAN FROM BIDDING TO ANY CONTRACTOR WHO DOES NOT USE THE FACILITIES OF OR ACCEPT BIDS FROM OR THROUGH SUCH BID DEPOSITORY; THAT NO INDUCEMENT OR ANY FORM OR CHARACTER OTHER THAN THAT WHICH APPEARS UPON THE FACE OF THE BID WILL BE SUGGEST'ED,.OFFERED, PAID OR DELIVERED TO ANY PERSON WHOMSOEVER TO INFLUENCE THE ACCEPTANCE OF THE SAID BID OR AWARDING OF THE CONTRACT, NOR HAS TH13 BIDDER ANY AGREEMENT OR UNDERSTANDING OF ANY KIND WHATSOEVER, WITH ANY PERSON WHOMSOEVER TO PAYS DELIVER TOE OR SHARE WITH ANY OTHER PERSON IN ANY WAY OR MANNER, ANY OF THE PROCEEDS OF THE CONTRACTS SOUGHT BY THIS BID. SUBSCRIBED AND SWORN TO BEFORE ME BY THIS 5TH DAY OF JUNE MY COMMISSION EXPIRES: APRIL 21, 1967 LEO WEILER CONSTRUCTION CO. /Sf GERALD J. WEILER 1963_ /S/ ROBERT W. PEARSON NOTARY PUBLIC 0 0 PAGE 10 BIDDER'S STATEMENT OF FINANCIAL RESPONSIBILITY TECHNICAL ABILITY AND EXPERIENCE (THE BIDDER IS REQUIRED TO STATE WHAT WORK OF A SIMILAR CHARACTER TO THAT INCLUDED IN THE PROPOSED CONTRACT HE HAS SUCCESSFULLY PERFORMED AND GIVE REFERENCE WHICH WILL ENABLE THE CITY COUNCIL TO JUDGE HIS RESPONSIBILITY, EXPERIENCE, SKILL AND BUSINESS STANDING.) THE UNDERSIGNED SUBMITS HEREWITH A STATEMENT OF HIS FINANCIAL RESPONSIBILITY. THE UNDERSIGNED SUBMITS BELOW A STATEMENT OF THE WORK OF SIMILAR CHARACTER TO THAT INCLUDED IN THE PROPOSED CONTRACT WHICH HE HAS SUCCESSFULLY PERFORMEDe SIGNED /S/ GERALD J. WEILER • • PAGE 11 C 0 N T R A C T_ THIS AGREEMENT, MADE AND ENTERED INTO THIS 6 DAY OF 196 3, BY AND BETWEEN THE CITY OF NEWPORT BEACH, CALIFORNIA, HEREINAFTER DESIGNATED AS THE CITY, PARTY OF THE FIRST PART, AND LEO WEILLER CONSTRUCTION CO. HEREINAFTER DESIGNATED AS THE CONTRACTOR, PARTY OF THE SECOND PART. WITNESSETH. THAT THE PARTIES HERETO DO MUTUALLY AGREE AS FOLLOWS: 1. FOR AND IN CONSIDERATION OF THE PAYMENTS AND AGREEMENTS HEREINAFTER MENTIONED TO BE MADE AND PERFORMED BY THE CITY, THE CONTRACTOR AGREES WITH THE CITY TO FURNISH ALL MATERIALS AND LABOR FOR THE CONSTRUCTION OF WATER MAIN CONSTRUCTION IN CLIFFHAVEN AND SHORECLIFFS AND TO PERFORM AND COMPLETE IN A GOOD AND WORKMANLIKE MANNER ALL THE WORK PERTAINING THERETO SHOWN ON THE PLANS AND SPECIFICATIONS THEREFOR; TO FURNISH AT HIS OWN PROPER COST AND EXPENSE ALL TOOLS, EQUIPMENT, LABOR AND MATERIALS NECESSARY THEREFOR, (EXCEPT SUCH MATERIALS, IF ANY, AS IN THE SAID SPECIFICATIONS ARE STIPULATED TO BE FURNISHED BY THE CITY), AND TO DO EVERYTHING REQUIRED BY THIS AGREEMENT AND THE SAID PLANS AND SPECIFICATIONS- 2• FOR FURNISHING ALL SAID MATERIALS AND LABOR, TOOLS AND EQUIPMENT, AND DOING ALL THL WORK CONTEMPLATED AND EMBRACED IN THIS AGREEMENT, ALSO FOR ALI- LOSS AND DAMAGE ARISING OUT OF THE NATURE OF THE-WORK AFORESAID, OR FROM THE ACTION OF.THE ELEMENTS, OR FROM ANY UNFORESEEN DIFFICULTIES WHICH MAY ARISE OR BE ENCOUNTERED IN THE PROSECU- TION OF THE WORK UNTIL ITS ACCEPTANCE BY THE CITY, AND FOR ALL RISKS OF EVERY DESCRIPTION CONNECTED WITH THE WORK; ALSO, FOR ALL EXPENSES INCURRED BY OR IN CONSE- QUENCE OF THE SUSPENSION OR DISCONTINUANCE OF WORK, EXCEPT SUCH AS IN SAID SPECIFI- CATIONS ARE EXPRESSLY STIPULATED TO BE BORNE BY THE CITY; AND FOR WELL AND FAITHFULLY COMPLETING THE WORK AND THE WHOLE THEREOF, IN THE MANNER SHOWN AND DESCRIBED IN THE SAID PLANS AND SPECIFICATIONS, THE CITY WILL PAY AND THE CONTRACTOR $HALL RECEIVE IN FULL COMPENSATION THEREFOR THE LUMP SUM PRICE, OR IF THE BID IS ON THE UNIT PRICE BASIS, THE TOTAL PRICE FOR THE SEVERAL ITEMS FURNISHED PURSUANT TO THE SPECIFICATIONS, NAMED IN THE BIDDING SHEET OF THE PROPOSAL, AS THE CASE MAY BE. 3. THE CITY HEREBY PROMISES AND AGREES WITH THE SAID CONTRACTOR TO EMPLOY, AND DOES HEREBY EMPLOY THE SAID CONTRACTOR TO PROVIDE THE MATERIALS AND TO DO THE WORK ACCORDING TO THE TERMS AND CONDITIONS HEREIN CONTAINED AND REFERRED TO FOR THE PRICE AFORESAID, AND HEREBY CONTRACTS TO PAY THE SAME AT THE TIME, IN THE MANNER AND UPON THE CONDITIONS SET FORTH IN THE SPECIFICATIONS; AND THE SAID PARTIES FOR THEMSELVES, THEIR HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS AND ASSIGNS, DO HEREBY AGREE TO THE FULL PERFORMANCE OF THE COVENANTS HEREIN CONTAINED- 4. THE NOTICE TO BIDDERS,' INSTRUCTIONS TO BIDDERS, CONTRACTORS PROPOSAL, AND THE PLANS AND SPECIFICATIONS, AND ALL AMENDMENTS THEREOF, WHEN APPROVED BY THE PARTIES HERETO, OR WHEN REQUIRED BY THE CITY IN ACCORDANCE WITH THE PROVISIONS OF THE PLANS AND SPECIFICATIONS, ARE HEREBY INCORPORATED IN AND MADE PART OF THIS AGREEMENT. PAGE 12 IN WITNESS WHEREOF, THE PARTIES HERETO HAVE CAUSED THIS CONTRACT TO BE EXECUTED THE DAY AND YEAR FIRST ABOVE WRITTEN- CITY OF NEWPORT BEACH, CALIFORNIA BY MAYOR ATTEST: CITY CLER Ul L'E2 C® "sTQfj(;'T-a ©u Co, TITLE BY TITLE APPROVED AS TO FORM: i a `z✓- V r 7 SSIiCITY ORNEY CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS FOR 0 WATER MAIN CONSTRUCTION IN CLIFFHAVEN AND SHORECLIFFS 1. SCOPE OF WORK THE WORK CONSISTS OF FURNISHING ALL LABOR, MATERIAL, EQUIPMENT AND TRANSPOR- TATION NECESSARY TO CONSTRUCT THE WATER MAINS AND APPURTENANCES AS SHOWN ON THE CITY OF NEWPORT BEACH DRAWING N0. W- 5oo6 -S AND TO COMPLETE ALL NECESSARY INCIDENTAL WORK AS SHOWN ON THE PLANS AND IN ACCORDANCE WITH THE STANDARD DRAWINGS AND STANDARD SPECIFICATIONS OF THE CITY OF NEWPORT BEACHO AND THESE SPECIAL PROVISIONS. 2. TIME OF COMPLETION THE CONTRACTOR SHALL DILIGENTLY PROSECUTE THE WORK TO COMPLETION WITHIN 90 CALENDAR DAYS AFTER DATE OF EXECUTION OF THE CONTRACT BY THE CITY. 3. PIPING MATERIAL ALL WATER MAINS SHALL BE ASBESTOS CEMENT WATER PIPE CONFORMING TO THE REQUIRE- MENTS OF SECTION 19 -02 (1) OF THE STANDARD SPECIFICATIONS. SECTION 7 -06, DOMESTIC MATERIALS, OF THE STANDARD SPECIFICATIONS SHALL NOT APPLY TO ASBESTOS CEMENT PIPE WHICH MAY BE OF FOREIGN MANUFACTURE. 'PRIOR TO DELIVERY.OF ANY ASBESTOS CEMENT PIPE TO THE JOBS THE CONTRACTOR SHALL SUPPLY THE ENGINEER WITH A CERTIFICATE STATING THAT THE PIPE COMPLIES.WITH THE SPECIFICATIONS. THE METHOD OF IDENTIFICATION AND OF DELIVERY OF THE PIPE SHALL BE SUCH THAT IT CAN BE READILY ASCERTAINED THAT THE SAME PIPE WHICH.HAS BEEN CERTIFIED IS THAT WHICH IS DELIVERED TO THE JOB SITE. CERTIFICATION OF THE PIPE IS TO BE DONE BY A RECOGNIZED REPUTABLE, INDEPENDENT TESTING LABORATORY APPROVED BY THE ENGINEER. THIS LABORATORY MUST BE BASED IN THE UNITED STATES EVEN THOUGH THE TESTING OPERATION MAY BE CONDUCTED BY AN OVERSEAS BRANCH OR SUBSIDIARY. IT IS NOT NECESSARY THAT THE PIPE BE TESTED IN THE UNITED STATES EXCEPT FOR THE PRESSURE TEST AFTER INSTALLATION DESCRIBED IN SECTION 19 -o8 OF THE STANDARD SPECIFICATIONS. SEE SECTION 5, PIPE .JOINTS, OF THESE SPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENTS FOR PIPE. I#. VALVES AND FITTINGS ALL VALVES AND FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS EXCEPT THAT NO CAULKED JOINTS WILL BE PERMITTED WITH ASBESTOS CEMENT PIPE. VALVE AND FITTING ENDS SHALL BE OF THE RUBBER RING TYPE EXCEPT AS OTHERWISE SPECIFIED OR SHOWN ON THE PLANS. ALL DEAD -END FLANGED OUTLETS SHALL BE EQUIPPED WITH A BLIND FLANGE. SP -2 5. PIPE JOINTS THE PIPE USED MUST BE SUCH THAT IT IS POSSIBLE TO CONNECT TO STANDARD VALVE AND FITTING ENDS WITH A STANDARD RING-TITE RUBBER RING GASKET. NO SPECIAL ADAPTORS WILL BE ALLOWED. DRAWINGS SHOWING DETAILS, DIMENSIONS, AND CLEARANCES OF ANY TYPE JOINT OTHER THAN RING -TITE OR FLUID -TITE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. THESE DRAWINGS SHALL COVER BOTH THE PIPE COUPLINGS AND THE CONNECTIONS TO VALVES AND FITTINGS. SEE SECTION 8 OF THESE SPECIAL PROVISIONS FOR EXCEPTIONS REGARDING CONNECTION TO EXISTING MAIN. 6. FIRE HYDRANTS FIRE HYDRANT INSTALLATIONS SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND OF STANDARD DRAWING STD - 501 -L EXCEPT AS INDICATED BELOW. IN ORDER TO FACILITATE TESTING AS CONSTRUCTION PROCEEDS, IT WILL BE PERMISS- IBLE, AT THE CONTRACTORS OPTION, TO USE A TEE IN THE MAIN WITH THE SIDE OUTLET FLANGED, A FLANGED CAST IRON SPOOL, AND A FLANGED GATE VALVE FOR THE FIRE HYDRANT CONNECTION IN LIEU OF THE DETAIL SHOWN ON THE STANDARD DRAWING. THE PRICE PAID PER FIRE HYDRANT INSTALLED SHALL INCLUDE STAND PIPE, PIPE CONNECTOR, AND ANCHOR BLOCK, ALL IN ACCORDANCE WITH STD - 501 -L. SEPARATE PAYMENT WILL BE MADE FOR THE PIPE AND THE VALVE LEADING FROM MAIN TO FIRE HYDRANT. 7. SALVAGE OF EXISTING FACILITIES THE EXISTING VALVES AND FIRE HYDRANTS SHALL BE CAREFULLY REMOVED OR REPLACED AS SHOWN ON THE PLANS AND SHALL BE DELIVERED TO THE CITY CORPORATION YARD AT 592 SUPERIOR AVENUE, NEWPORT BEACH, CALIFORNIA. 8. CONNECTIONS TO EXISTING MAINS UNLESS.OTHERWISE INDICATED ON THE PLANS, CONNECTIONS TO EXISTING MAINS SHALL BE MADE BY MEANS OF A SMITH -BLAIR CAST COUPLING. CONNECTIONS BETWEEN NEW MAINS AND EXISTING LATERAL MAINS SHALL HAVE ALL FLANGED JOINTS BETWEEN THE NEW MAIN AND THE VALVE WHEN A NEW VALVE IS CALLED FOR ON THE PLANS. THE CONTRACTOR SHALL INFORM THE ENGINEER TWO DAYS IN ADVANCE WHERE IT WILL BE NECESSARY TO SHUT DOWN ANY PORTION OF THE EXISTING SYSTEM IN ORDER TO CONNECT THE NEW MAIN. THE EXISTING VALVES ARE ALL HUB ENDS. 9. SERVICES THE CONTRACTOR SHALL NOT RE- INSTALL SERVICES UNTIL THE MAIN PIPE HAS SUCCESS- FULLY PASSED THE LEAKAGE TEST AS SPECIFIED IN SECTION 19 -08 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL RECONNECT ALL EXISTING WATER SERVICES TO THE NEW MAIN. THE NEW PIPE SHALL BE ALL COPPER TUBING. THE CITY WILL PROVIDE NEW METERS AS REQUIRED. EXCEPT FOR TYPE B SERVICE CONNECTION ALL WATER METERS SMALL BE- RELOCATED ADJACENT TO BACK OF CURB, AS PART OF WATER SERVICE CONNECTION WORK. 9� SP -3 (CON'T) THE UNIT PRICE PAID FOR TYPE C WATER SERVICE SHALL INCLUDE FULL COMPENSATION FOR PLACING THE TWO WATER SERVICE PIPES IN THE SAME TRENCH ACROSS THE PAVEMENT AND FOR RELOCATING BOTH METERS AS INDICATED ON DETAIL E, SHEET 2 OF THE PLANS. THE UNIT PRICE PAID FOR TYPE Ay B, Cp AND D WATER SERVICES SHALL INCLUDE FULL COMPENSATION FOR THE STANDARD 3 /4°P I" AND i;E" WATER SERVICES COMPLETE IN PLACE. THE UNIT PRICE PAID FOR 2" WATER SERVICE SHALL INCLUDE FULL COMPENSATION FOR 2" DIAMETER WATER SERVICE COMPLETE IN PLACE. TEMPORARY PAVEMENT REPLACEMENT THE CONTRACTOR SHALL INSTALL TEMPORARY PAVEMENT IN THE TRENCH AT STREET INTERSECTIONSO AND AS DIRECTED BY THE ENGINEER. THE TEMPORARY PAVEMENT SHALL CONSIST OF BITUMINOUS SURFACINGp I INCH THICK MINIMUM. THE PRICE PAID PER LINEAR FOOT OF TEMPORARY PAVEMENT IN TRENCH SHALL INCLUDE FULL COMPENSATION FOR THE PLACEMENT'� MAINTENANCE] AND REMOVAL OF THE BITUMIN- OUS SURFACING. II. SEWER CROSSING WHERE THE WATER MAIN TRENCH CROSSES EXISTING SEWERS, THE CONTRACTOR WILL PROVIDE FOR THE CONTINUOUS FLOW OF SEWAGE IN BOTH MAIN SEWERS AND HOUSE SEWERS. SEWAGE WILL NOT BE PERMITTED TO ENTER THE MATER MAIN TRENCH AT ANY TIME. - THE CONTRACTOR SHALL REPLACE ALL SEWERS DAMAGED DURING CONSTRUCTION. NO SEPARATE PAYMENT SHALL BE MADE AND THE COST FOR ALL WORK NECESSARY IN PROTECTINGO.MOVING� OR REPLACING THE SEWERS SHALL BE INCLUDED.IN THE UNIT PRICE BID FOR THE WATER MAIN PIPE IN PLACE. 12. MAINTAINING TRAFFIC ONE LANE OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. - ACCESS TO ALL DRIVEWAYS SHALL BE PROVIDED OUTSIOE OF NORMAL WORKING HOURS. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY RESIDENTS WHEN DRIVEWAYS WILL BE TEMPORAR -ILt CLOSED $O THAT VEHICLES CAN BE MOVED. 13. EXISTING UTILITIES THE LOCATION OF EXISTING UTILITIES SHALL BE LOCATED IN THE FIELD AT TIME OF CONSTRUCTION. THE CONTRACTOR SHALL.NOTIFY EACH UTILITY COMPANY TO PAINT THE LOCATION OF THEIR UNDERGROUND LINES PRIOR TO THE WORK. THE CITY DOES NOT GUARANTEE THE PRESENCE OR ABSENCE OF UTILITIES IN'ANY LOCATION. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND UNCOVER THE EXISTING UTILITY LINES SUFFICIENTLY IN ADVANCE OF THE WORK TO DETERMINE THEIR EXACT LOCATION AND TO WORKAROUND THE UTILITIES AT HIS OWN EXPENSE. SP -4 14. CONSTRUCTION IN SHORECLIFFS IT IS ANTICIPATED THAT THERE WILL BE APPROXIMATELY 300 FEET WHERE IT WILL BE NECESSARY TO INCREASE THE AMOUNT OF COVER TO BETWEEN 36" AND 39" TO CLEAR THE ELECTRICAL SERVICES AND THE18" STORM DRAIN IN EVENING CANYON ROAD AND SHORECLIFF ROAD. NO SEPARATE PAYMENT WILL BE MADE FOR THE INCREASE IN DEPTH BUT WILL BE INCLUDED IN UNIT PRICE PAID FOR THE WATER MAIN IN PLACE. 15. CONDUCT OF THE WORK THE CONTRACTOR SHALL MAINTAIN THE JOB SITE IN A NEAT AND ORDERLY CONDITION AT ALL TIMES. ANY EXCESS SPOILSHALL BE IMMEDIATELY REMOVED FROM THE JOB SITE. 13ACKFILLING AND CLEANUP SHALL FOLLOW IMMEDIATELY BEHIND PIPE LAYING EXCEPT AS REQUIRED FOR CHLORINATION AND TESTING. SPECIAL ATTENTION SHALL BE PAID TO DUST CONTROL. 16. PAVEMENT REPLACEMENT THE REQUIREMENTS OF SECTION 17 -03 OF THE STANDARD SPECIFICATIONS SHALL APPLY EXCEPT THAT IN NO CASE SHALL THE PERMANENT TRENCH PAVING CONSIST OF LESS THAN Z INCHES OF A.C. OVER 4 INCHES OF A.B. 17. MEASUREMENT AND PAYMENT THE PIPE LENGTHS SHALL BE MEASURED AS FOLLOWS: 1. CENTERLINE OF COUPLING TO CENTERLINE COUPLING AND/OR VALVE; Z. CENTERLINE OF VALVE TO CENTERLINE OF VALVE; 3. CENTERLINE OF VALVE TO CENTERLINE OF FIRE HYDRANT. THE PRICE PAID PER LINEAR FOOT OF WATER MAIN SHALL INCLUDE FULL COMPENSATION FOR WATER MAIN IN PLACE INCLUDING EXCAVATION, INSTALLATION OF PIPE AND FITTINGS, BACKFILL, AND THE RESTORATION OF EXISTING SURFACE IMPROVEMENTS IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS, AND THE CONNECTION OF ALL EXISTING MAINS TO THE NEW MAIN. 18. TESTING RUBBER RING JOINTS IN ASBESTOS CEMENT PIPE NEED NOT BE EXPOSED DURING TESTING. ALL OTHER TYPES OF JOINTS AND ALL SERVICE CONNECTIONS SHALL BE LEFT EXPOSED DURING THE TESTING OPERATION. rFNTJUSTRIAL INDE AWY COMPANY (A STOCK COMPANY) NAMED INSURED HOME OFFICE SAN FRANCISCO Leo Weiler Company and /or Leo Weiler Construction 10616 Stanford Ave, Garden Grove, Californiag CERTIFICATE . City of Newport Beach ISSUED TO 3300 W. Newport Blvd. Newport Beach, California CERTIFICATE OF INSURANCE Effective any loss under Physical Coverage is payable as interests may appear to the Named Insured and the Uenholder named below in accordance with Loss Payable E%rmment (49A) on reverse side. LIENHOLDER . INDUSTRIAL INDEMNITY COMPANYhas issued coverage effective as'of' the dates and for the periods and limits specified.below and subject to all terms, conditions, provisions, exclusions and limitations of the described Binders or Policies whether shown by endorsement or otherwise. KIND OF INSURANCE POLICY NUMBER POLICY PERIOD LIMITS OF LIABILITY COMPENSATION '" EFF . ,: ' STATUTORY CALIFORNIA COMPENSATION— WORKMEN'S COMPENSATION EXP EMPLOYER'S LIABILITY— PER OCCURRENCE COMPENSATION EFF _$2,000,OOD STATUTORY COMPENSATION STA7E(S) OF WORKMEN'S COMPENSATION EXP EMPLOYER'S LIABILITY —$ PER OCCURRENCE LIABILITY EACH PERSON EACH ACCIDENT BODILY AUTOMOBILE INJURY LIABILITY— $ 'MFOOG' $ 500,000 ' EACH PERSON EACH ACCIDENT BODILY INJURY LIABILITY — EXCEPT AUTOMOBILE W752741 EFF 1/1/63 $ 200,000 $ 500,000 EACH ACCIDENT PROPERTY DAMAGE LIABILITY— AUTOMOBILE EXP 1/l/64 $ 100,000 EACH ACCIDENT AGGREGATE PROPERTY DAMAGE EXCEPT AUTOMOBILE (ABILITY— $ 100 w0 $ AUTOMOBILE PHYSICAL DAMAGE COMPREHENSIVE B..Lww L EFF S FIRE. LIGH'Lf�/BP��wq( r S VV �t� /i, P S //�l/�rTO COLLISION ORtiI•3ET)7 /��"RR {Q ACTUAL CASH VALUE LESS f. DEDUCTIBLE L� �aFRA GLASS City Aft AZA EFF REPLACEMENT COST PER "y Exp SCHEDULE FILED WITH COMPANY oo EFF INLAND MARI}ii .. ..• ...._.._ . Y... I EXP $ ASEISfoOt City Atkwroy EFF EXP $ REMARKS: The City of Newport Beach is named as an additional assured as respects particular jab preformed by Leo Weiler Company. This policy shall not be canceled nor reduced in coverage until after 1p days written notice of such cancelation or reduction in coverage shall have been mailed to this certificate holder. Certified this Z) th day of June 1963 INDUSTRIAL INDEMNITY COMPANY Producer 111-0 & TOWNSWID xN`P aiNoD x.LINwaciNi ivra LsciciNI - 7-_..� 'oouOJnsul }0 9+9a51yao 944 up PO4varpu! uogwnu Ao11od 94; }o 4J9d 9 apuw AgeJay sr +uawOSJOpuO s!41 'pa6uoyaun u!owai ADHod s!y}+o suo!}Ipuoo puo sw1aJ Jayio'IN •eou °Jnsul }o s }e0y!{Ja0 e4+ uo pe+vvlpur s° yo.eig Jo e1!40 $+1 40 JOP OH -u0!q 091 o} pweA4ep JO o{ pellpw eq 1194s 4ueweslopu3 elgeAOd ssoq 01!90wG4nV s!y} pup AoAod $144 Wm uoµoeuuoo u! 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'e6ewep Jo ssol •l :smoljo} se seeJ6v Agwe4 Auedwoo sly} 'Ao!lod s!y} Jepun pwnsu! A1Jedold ay} u! 'es!MJey {o Jo e9626+JOY4 Jo JopueA lvuoglPuoo so 4!oodoo s 41 u! '(.JppIOH -ua.1 944 pOII °0 Je { }gwwey) 's 61 pue sJosseoOnsys}s 9ouvinsul }0 9{0-31'90 ey+ W'lp4%lpul JaploH- ualj,:bgj }o }seJe }111 ey1 0} 40edseJ y +!M 3'19VAVd ssoi miss my ... - . 0 I sibUSTRIAL INDEM TY COMPANY (A STOCKdbM. PANY) .NOMCOFFICE SAN FRANCISCO'': NAMED or a +aLf,'DY Leo WaSll' cons INSURED eld. Av i CERTIFICfTE.. ,s_ City Of Newport Beach -F ISSUED TO W. Newport Blvd _ ' '_ ° Y't Beach, CA].ifATEtia Effective - 'any toss :under Physical Damage Coverage is payable as interests may appear to the Named Insured and the Lienholder named`Uow;In; a=rdance -with Loss Payable Endorsement 449A) .6n reverse -side, LIENHOLDER . d� ..ee..�.•. M.e {nlln...:nn .{or..: ♦,va n. tlnrnn6adel. CERTIFICATE OF . INSURANCE INDUSTRIAL INDEMNITY COMPANYhosIssued coverage effective as of the-dates and for the periods and limits specified below and subject.to all terms, conditions, provis io"j, I%XClusions and Arnitations of the described Binders or Policies whether shown by endorsement or otherwise..:. KIND OF INSURANCE POLICY NUMBER P )C ERIOD LIMITS OF LIABILITY COMPENSATION _ EFIM.' STATUTORY CALIFORNIA COMPENSATION — WORKMEN'S COMPENSATION EXP EMPLOYER'S LIABILITY— $2,000,000 PER OCCURRENCE COMPENSATION EFF STATUTORY COMPENSATION STATE(S) OF WORKMEN'S COMPENSATION - EXP EMPLOYER'S LIABILITY =I PER OCCURRENCE LIABILITY -- `'EACH PERSON EACH ACCIDENT BODILY INJURY LIABILITY— .. -. .. .. $ $ . � r,}y� rryyyy.,tt .. E1l[R>rPERS9N ERt,Ti'1.L296ENT ' BODILY INJURY LIABILITY — EXCEPT $ AUTOMOBILE'' EFF (t(y) CMI�Q �lACC1bENT Ji/v PROPERTY DAMAGE LIABILITY— AUTOMOBILE _. "[(] EXP' +J wF 7 O�RlRCCTD AGGREGATE PROPERTY DAMAGE LIABILITY - ENT EXCEPTAUTOM081LE ....� -. $ $ AOTOM EILE PHYSICAL DAMAGE COMPREHENSIVE FIRE, LIGHTNING B TRANSPOATA -60H _ s THEFT (BROAD FORM) EXP j r/- COLLISION OR UPSET : � ...'ACTUAL CASH VALUE, LESS $ DEOUCTISLS GLASS EFF REPLACEMENT .COST: PER EXP SCHEDULE FILED WITH COMPANY INLAND MARINE EFF* EXP $ EFF .. .. EXP$:E REMARKS T% City of Yewpert beach is named as an additlawl assured as respects particular job preformed by Leo Weiler Gmpwy. This policy shall not be canceled nor reduced in coverage until after days written notice of such cancelation or reduction in coverage shall have been mailed to this certificate holder, Certified this ;0 th day of June 19 IIH(OUSTRIAL,INDEMNITY COMtANY Producer DISB & TDtD . %sP By Y� 9 xxvawoo xiimmaxi zvix snaxT •wavnnul is %V01110e0 041 yu Pz!pu! 4egwgu AOpod 044 jo {JVd 9 -spew Agwey $! ;uewesJOpua 9141 •",=-pe6uo4>un u!nwaJ A>!1od.sw4a euo!jlpuo> pm- diali}:ae4jo iPf •evuwnsul }o e4v*q!4joO e44 uo pe }vO!pu! $0 spuwq Jo eOWO sj! {g aaplo}I -uep eq; o; pweAilep JO % pel!vw eq, IP42 4uewesJOpu3 vlggApd 9901 eligowo }ny sly} pug /a!lod $ly} y }!m uw }>auuoa w Jeplc}} -uep e4} o; AuedwoO e4{ Ag oen!6 e9 0} pepuo7d -U!w04 se>µou !ly •6 .ssol v o} {uenbesgns Jo }o ewi{ e4} {e 6ulAlddu s{uewei!nbeJ jn uol}de>xo e { y }!m sAep (OE) A4J!44 }o polled Q JO} PGAIWA Agway we Pwnsul ey; Ag Auodwo> e44 o; U"!6 eq..o; peJ!nbw WIMe111' se>µou.!le pug. $Asp IOE) AP!44 }o pAUed v J°} pe {uvJ6 AysiJey av . }ow{uoo ey{ }o A {!pllon ay; wo ;ulvw o }'AJesseoeu eq. ew Jo wo ' Aoilod s!sl}, }o suo! }!pum. pe {mJd ey} }o uospw Ay.'yp!yM sjuewesJOpuv up, bq} -!nud 1 u 'sseleyjJeneu 'pepvoJd :Aldde Je6uol o4 ylvys {ueweuopu3 e!ygAp� ssv! „ wo }ny sly} }o (9) x!sypuv. 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'e6pwpp Jo ssoj •1 :smollo} so sew6e Agweq Auedwoo siq{ 'Azi 6dtsiyj Jepun peinsu! AjJedoJd e4} u! 'eslm oq;o Jo ee6e6}JoV4 Jo JopueA lou°!}!pum so 40edeo s}! u! '(JOPIOH -ue ay{ pellp0 Ja{QUwey) 'su 6sse pup osse ns s}! e>unsup » l }o a }vad!}Je;O ey{ uo pe } »! ae {u! ey} o} }>edsw y} � 318YAVd SSOI 31180WOMY Y,� HE TRAVELERS Sbe Tmbefers 3mgurante Corapanp TI1e TrabelerB 3nbemnitp Company Certificate of Insurance This is to certify that policies of insurance as described below have been issued to the insured named below and are in force at this time. If such policies are canceled or changed during the periods of coverage as stated herein, in such a manner as to affect this certificate, written notice will be mailed to the party designated below for whom this certificate is issued. 1. Name and address of party to whom this certificate is issued 2. Name and address of insured F _ City of Newport Beach Leo 1.4ei.ler Company 3300 W. Newport Blvd. 10616 Stanford Ave. Newport Beach, California Garden Grove, California L J 3. Location of operations to which this certificate applies Within the State of California '17 Coverages for which insurance is offorded Limits of Liability Policy Number Policy Period* Workmen's Compensation and Employers' Compensation— Statutory ** Liability in the state named in item 3 hereof DUB624806 1/1/63- 1/l/64 Bodily Injury Liability— except automobile *• $ each person _cluding Protective $ each accident _ - - - ---- -- ---- -- - --- --- -- --------- -- -- ---- -- ----------------- Property Damage Liability— except automobile ---- - - - - -- ** $ each accident —eluding Protective $ aggregate ** Bodily Injury Liability — automobile $ each person $ each accident ----------------- -- - --- -- - - - - -- Property Damage Liability— automobile - $ each accident Liability (Bodily Injury and Property Damage) ** $ each accident *Policy is effective and expires at 12:01 A.M., standard time at the address of the named insured as stated herein. * *Absence of an entry in these spaces means that insurance is not afforded with respect to the coverages opposite thereto. Description of Operations, or Automobiles to which the policy applies: All operations of the Insured The insurance afforded is subject to all of the terms of the policy applicable thereto. This certificate is executed by The Travelers Insurance Company as respects insurance afforded by that com- pany under the policies designated above; it is executed by The Travelers Indemnity Company as respects insur- ance afforded by that company under the policies designated above. ^� THE TRAVELERS INSURANCE COMPANY THE TRAVELERS INDEMNITY COMPANY ^��Lry7 By % UPLICATE ORIGINAL Authorized Representative Y,� HE TRAVELERS MF Mite Trabelerg 3newance QCompanp Zbe tbrabelers; Inbemnitp @Companp Certificate of Insurance This is to certify that policies of insurance as described below have been issued to the insured named below and are in force at this time. If such policies are canceled or changed during the periods of coverage as stated herein, in such a manner as to affect this certificate, written notice will be mailed to the party designated below for whom this certificate is issued. 1. Name and address of party to whom this certificate is issued 2. Name and address of insured � FCity of Newport rseaeA Los ieiler CaapacW 3300 W. Hewpwt blvd. 10616 Stanford Avs, . Newport cieaoh. California Garden Groves California L J 3. Location of operations to which this certificate applies Within the State of California 4. Coverages for which insurance is afforded Limits of Liability Policy Number Policy Period* Workmen's Compensation and Employers' Compensation—Statutory ** Liability in the state named in item 3 hereof DUWa4" I/i,/63- 1,/1/641 Bodily Injury Liability— except automobile ** $ each person _cluding Protective $ each accident ----'------' '- ----- -- -------- Property Damage Liability— except automobile --------- ----- ------ ----- --- --- --- ----r+ $ each accident _cluding Protective $ aggregate ** Bodily Injury Liability — automobile $ each person $ each accident -- --- ----- - - - ----------------- ----------------------------------- Property Damage Liability — automobile ------------------------------------------- ** $ each accident • Liability (Bodily Injury and Property Damage) ** $ each accident *Policy is effective and expires at 12:01 A.M., standard time at the address of the named insured as stated herein. * *Absence of an entry in these spaces means that insurance is not afforded with respect to the coverages opposite thereto. Description of Operations, or Automobiles to which the policy applies: All operation of the Insured The insurance afforded is subject to all of the terms of the policy applicable thereto. This certificate is executed by The Travelers Insurance Company as respects insurance afforded by that com- pany under the policies designated above; it is executed by The Travelers Indemnity Company as respects insur- ance afforded bv that comp an unde licies designated above. _ THE TRAVELERS INSURANCE COMPANY THE TRAVELERS INDEMNITY COMP Y Authorized Representative PLICATE ORIGINAL art- sYt 0 WHEN RECUR CT7 '.ML. TO: City of Newport Beach AT.N: Margery,Schrouder, City Clerk 3300 W. Newport Blvd, Newport Beach, California '7119 0 g9ry - "W96 NOTICE OF COMPLETION PUBLIC WORKS FREE RECORDED AT REQUEST OF CITY OF NEWPORT BEACH IN UFFICJAL :i'i, G'S OF OicANG'E, C',J'd�Y, i:ALIF. 9:H MIA DEC 3. 1963 RU3Y McFA- iLAND,County Recorder) To All Laborers and Material Men and to Every Other Person Interested: YOU WILL PLEASE TAKE NOTICE that on December 23, 1963 , the Public Works project consisting of water main construction in Cliffhave_n and Shorecliffs on which Leo Weiler Construction Co. was the contractor, and Continental Casualty Company was the surety, was completed. CITY OF NEWPORT BEACH Public Works Director VERIFICATION I, the undersigned, say: I am the Public Works Director of the City of Newport Beach; the foregoing Notice of Completion is true of my own knowledge. I declare under penalty of perjury that the foregoing is true and correct. Executed on December 30, 1963 at Newport Beach, California. VERIFICATION OF CITY CLERK I, the undersigned, say: I am the City Clerk of the City of Newport Beach; the City Council of said City on December 23, 1963 accepted the above described work as completed and ordered that a Notice of Completion be filed. I declare under penalty of perjury that the foregoing is true and correct. Executed on December 30. 1963 at Newport Beach, California. a 0 TO* CITY COUNCIL FROM: CITY MANAGER AND PUBLIC WORKS DIRECTOR SUBJECT: ACCEPTANCE OF WATER MAIN CONSTRUCTION IN CLIFFHAVEN AND SHORECLIFFS (CONTRACT C -843) RECOMMENDATIONS: I. ACCEPT THE WORK. 2. AUTHORIZE '1,E. CITY CLERK TO FILE: A NOTICE OF COMPLETION. 3, AUTHORIZE THE CITY CLERK TO RELEASE THE BONDS 35 DAYS AFTER NOTICE OF COMPLETION HAS BEEN FILED. THE CONTRACT FOR THE CONSTRUCTION OF WATER MAINS IN CLIFFHAVEN AND SHORECL!FFS HAS BEEN COMPLETED TO THE SATISFACTION OF THE PUBLIC WORKS DEPART- MENT. CALIFORNIA. THE BID PRICE WAS: $84,357.85 THE FINAL CONTRACT PRICE WAS: $84,050.16 THE CONTRACTOR IS LEO WEILER CONSTRUCTION COMPANY OF GARDEN GROVE, THE ORIGINAL DATE: OF COMFLETION WAS OCTOBER 8, 1963- TIME EXTENSIONS OF 4 DAYS FOR RAIN AND 'WET GROUND WERE NECESSARY. ALL WATER MAINS WERE IN SERVICE BY OCTOBER 11, 1963. RECOMMENDATION OF ACCEPT- ANCE HAS BEEN DELAYED PENDING CLEAN UP AND OTHER MINOR ITEMS. /PREE)yP�ARED BY: DONALD C. SIMPSON PUBLIC WORKS DIRECTOR RC:DCS:GPD:VR 12 -20-63 ROBERT COOP CITY MANAGER 0 LEO WEILER CONSTRUCTION CO.) GARDEN GROVE, CALIFORNIA 7Eiferson 7 -4139 7Efferson 74138 December 3, 1963 City of Newport Beach Public Works Department City Hall Newport Beach, California 10616 Stanford Avenue 1'fcEniEcl cSewez Canftaetos WATER LINES - PIPE LINES STORM ORAINS INVOICE #346 BILLING AS PER YOUR CHANGE ORDER NUMBER 1 FOR REMOVING THE EXISTING 6 "x611x6" TEE AND TWO 6" GATE VALVES AT THE INTERSECTION OF MORNING CANYON ROAD & SHORECLIFFS ROAD & REPLACE WITH A 611x8"x8" TEE, TWO 8" GATE VALVES AND ASSOCIATED PIPING. LABOR Health & Welfare EQUIPMENT Backhoe MATERIALS 2 -811 gate valves 1- 811x8 "x611 tee 1' -lin. ft. 6" AC Pipe 11 -lin. ft. 8" AC Pipe 1 -611 AC Collar la$89.47 each C 42.19 each @ 1.48 per ft. @ 1.75 per ft. Lla 1.53 each 15% overhead WORK REPORT AND COPY OF SHANGE ORDER ATTACHED. $ 40.23 6.03 39.00 178.94 42.19 2.22 19.25 1.53 $ z9.39 AQ AI-" $3-7,0-.-1-8 377," r o LE(� ��/ j� ^]� � p 7� j I `� -� ° v EILE ��.11 �l� ll��.,��,�� ®l �l �0.1 10616 $Wnford Avenue GARDEN GROVE, CALIFORNIA 'Eff— ' -4137 IE6e"o, 7 .4138 sly: X'Eawied JSew&z eontwaioa December 3, 1963 City of Newport Ha1Mth Public Works Department City Hall Newport Beach, California._ WATER LINES - PIPE LINES STURM DRAINS INVOIC3 #346 BILLING AS PER YOUR CHANGE ORDER NMZjt I FOR REMOVING THE EXISTING 6 "x6 "X6" TEE AND TWO 6" GATE VALVES 7� "-'liiE 2NTERSECTION OF HORNING " CANYON ROAD & SHORECLIPPS ROAD & RElA1lCE WITH A 6 "X8 "X8" TEE, TWO 8" GATE VALVES AND ASSOCIATED PXIPXM. L"OR Health & Welfare EQUIPMENT Backhoe MATERIALS 2 -8" gate valves 1 -8 "x8 "x61' tee leg -lin. ft. 6" AC Pipe 11 -lin. ft. 8" AC Pipe 1 -6" AC Collar 0$89.47 each p 42.19 each 1.48 per ft. 0 1.75 per ft. 0 1.53 each 15% overhead WORK REPORT AND COPY OF GRANGE ORDER ATTACHED. $ 40.23 6.03 39.00 178.94 42.19 2.22 19.25 : 53 37 49.41 $378.78 LEO _ 1 EILER CONSTRUCTION CO., 10616 Stanford GARDEN GROVE, CALIFORNIA``' iEff r 74137 . ]effp 74138 a. »S ewu W n ` IZE2CLCfOR December 1963 WATER LINES O PIPE LINES lLLL! STORM ORgINb _ INVOICE #346 I City of Newport Beach Public Works Department City Hall Newport Beach, California BILUM AS PER YOUR CHANGE ORDER NUMBER 1 FOR REMOVING THE EXISTING 6 "x6 "x6" TEE AND TWO 6" GATE VALVES AT THE I1R'SRSECTION OH 340AXING CANYON ROAD & SHORECLIPPS ROAD & REPLACE WITH A 6 "x8 "x8" TE$, TWO 8" GATE VALVES AND ASSOCIATED PIPING. LABOR $ 40.23 Health & Welfare 6.03 EQUIPmm Backhoe 39.00 2 -8" gate valves 1- 8 "x8 "K6" tee 1h -lin. ft. 6" AC Pipe 11 -lin. ft. 8" AC Pipe 1 -6" AC Collar 0$89.47 each 6 42.19 each 0 1.48 per ft. 1.75 per ft. 1.53 each 15% overhead WORK REPORT AND COPY Or CHANGE ORDER ATTACHED. 178.94' 42.19 2.22 19.25 1.53 37 49.41 $378.78 Leo Weiler Construction Co. 10616 Stanford Avenue GARDEN GROVE, CALIFORNIA JEFferson 7 -4137 • JEfferson 7 -4138 SAILY WORK REPOR* Sewer, Water Lines, Storm iagan, Construction 371 TRACT NO. OR 10 -3 -63 Our Job No. —___— CUSTOMER'S NO._. — Date— Nam City of Newport Beach Job Location — Description of Job Total ft. of I ft. of ft. of I M.H. Instal. to date ft. of ft. of _ ft. of M.H. _ Instal. today —`1 ft. of I ft. of ft, of M.H. i NAME P. Espinosa _ G_._Zazuetta .laborer. C. Hook — `+ OCCUPATION plumber Foreman HRS. S.T. 3 3 _I HRS. O.T. RATE 4.90 3.61 k 14.70 10.83 - - - - - - -- `— I 40.23 EQUIPMENT UNIT NO. TIME HRS. REMARKS —. Backhoe 3. (213 09--per--b . $ 39 , 00 Accepted for LEO WEILER COMPANY Foreman - Superintendent 1 1 CITY OF gAN�T NN AC �,C'.Wma DIPAR NEIr CNAMOE ORDER Mumtaz T PROJECT: MATER MAIM CONSTRUCTION IM CLIFFMAVEN AND SMORECLIFFS CONTRACTOR: :d0 WEILER COMSTNUCTIOM CO. CONTRACT NUMOER: c-&3 :EMOVE THE EXISTING 6° X 6" X 6" TEE AND TWO 6" GATE VALVES AT THE INTERSECTION OF MORNING CANYON ROAD ANO $NORECLIrFS ROAD AND RE►LACS WITH A 6% X 8" x v TEE, TWO 8" GAT[ VALVES AND ASSOCIATED PIPING AS DINECTED BY THE ENGINEER. THE WORK WIIL BE DOM[ ON A FORCE ACCOUNT BASIS PIN SECTIONS 4-03 AND 9 -03 OF THE SPECIFICATIONS. a THE ESTIMATED TOTAL COST OF THE ABOVE WORK IS: $440.00 S 10 HE �" '� ✓'. ENONCER DATE /0 - /Y- L3 CONTRACTOR By L DATE THE FINAL COST OF THE ABOVE WORK PER INVOICES SUBMITTED IS: MATERIAL # S IONED DATE INEER LABOR 15s TOTAL CONTRACTOR By DATE PZT.P T• BUDGET N Item No.. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED DIA. WATER MAIN 6,74 /LF 3500 LF 23090.00 2 " DIA. MATER MAIN 5.87/LF 5613 LF 32048.31 3 " DIA. WATER PIPE MISC. 9.651LF 297 LF 2,866.o5 4 " DIA. G.V. 165.00 EA 7 EA 1,155.00 5 " DIA. G.V. 115.00 EA 32 EA 3,680.o0 6 IRE HYDRANTS 115.00 EA 15 EA 6,225.00 7 YPE A SERVICE 57.00 EA 107 EA 6,099•oo 3 YPE 8 SERVICE 47.00 EA 27 EA 1,269.00 9 YPE C SERVICE 167.00 EA I EA 167.00 YPE D SERVICE 91.00 EA 14 EA 1,274.00 I " DIA. WATER SERVICE 10.00 EA 2 EA 420.00 2 EMPORARY TRENCH PAVEMENT 0.40/LF 9945 LF .00 TAL UNIT PRICE ITEMS # 83,671,36 ANGE ORDER /1 378.80 TOTAL 84,050.16 Original Contract `�35g-8-5 o SEND PAYMENT Tot Extras to Date ((( Contract to Date 84 736 65 LEO WEILER CONSTRUCTION CO. Amount Earned J� 10616 STANFORD AVENUE Less 10$ Retention 84,050.16 GARDEN GROVE, CALIFORNIA 8,405.02 Less Previous Payments 74, 15 6 . Amount Due This Request 15 I hereby certify that the above amounts and values are correct. SIGNED /� -��.�<, °— ✓' Fr Eng eer �t r � �r C D �; �: _ �. - v t��;v V' CITY OF NEWPORT BEACH — PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 4 ENDING 10/11/63 PROJECT- WifER TRUCTION IN CLJrrMAVEM AMD SNDRECLIFFS BUDGET N -02 _ ....... CONTRACT NOCA3 Aer�v�rr 7lf ..^t1 Item No.. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 1 8" DIA. MATER MAIN 4 6.74 /LF 3430 LF 4 21,118.20 2 6" DIA. MATER MAIN 5.87/F 5613 LF 32,948.31 3 6" DIA. MATER PIPE - MIDC. 9.65/LF 287 LF 29769.55 4 8" DIA. G.V. 165.00 EA 7 EA 1055.00 5 6" DIA. G. V. 115.00 EA 32 EA 3,680.00 6 FIRE HYDRANTS 415.00 EA 15EA 6,225.00 7 TYPE A SERVICE 57.00 EA 107 EA 6,099.00 8 TYPE B SERVICE 47.00 EA 27 EA 1,269.00 9 TYPE C SERVICE 167.00 EA 10 TTPE D SERVICE 91.00 EA 15 EA 1j,365-00 it 2" DIA. MATER SERVICE 210.00 EA 2 EA 420.00 12 TEMPORARY TRENCN PAVEMENT 0.40 /LF 9575 LF OO 0 M0999.-66- i Original Contract 484,357.85 SEND PAYMENT TOI Extras to Date ---------- Contract to Date 84,357.85 LEO MEILER CONSTRUCTION CO.. 10616 STANFORD AVENUE Amount Earned 82,949.06 GARDEN GROVE, CALIFORNIA Ices 104 Retention 8299.91 Less Previous Payments 60.73 Amount Due This Request 14, 305. 1j� I hereby certify that the above amounts and values are correct. 1/� T SIGNED � - i° 3IG '�� 6:� i�ria �.:�<r;z�,,r /�.,v `- �� Eng eer Contra for BY ��'� �.C�.�il. %�c�.: CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT 11EQUEST-W: _3 — _.�QR_ PERIOD ENDING 9/90/64 4, BUDGET NO. 50- 9297 -027 CONTRACT NO. C-843 ACTIVITY -M Item Noe. CONTRACT ITEM CONTRACT CE PERCENT C MPLETE AMOUNT EARNED 1 8" DIA. MATER MAIN $1 6.74 /LF 2500 LF 16,850.00 2 6" DIA. MATER MAIN 5.87/LF 5,230 LF 30,700.10 3 6" DIA. MATER PIPE - MISC. 9.65AF 157 LF 1415.05 4 8" DIA. G.V. 165.00 EA 6 EA 990.00 5 6" DIA. G.V. 115.00 EA 27 EA 3005.00 6 FIRE HYDRANTS 415.00 EA 12 EA 4,980 00 7 TYPE A SERVICE 57.00 EA. 88 EA 5,016.00 8 TYPO B SERVICE 47.00 EA 14 EA. 658.00 9 TYPE C SERVICE 167.00 EA 10 TYPE D SERVICE 91.00 EA. 11 2" DIA- MATER SERVICE 210.00 EA. 1 EA. 210.00 12 TEMPORARVNTRtX%N PAVEMENT 0.40/LF MOO LF 080.00 637',16415 Original Contract $&1357.85 Extras to Date ---- - - - - -- Contract to Date 84,357,85 Amount Earned 61,104.15 Less 10% Retention 6,710.42 Less Previous Payments 50,439 28 Amount Due This Request 9,95-1.45 SEND PAYMENT TOI LEO WEILER CONSTRUCTION CO. 10616 STANFDRD AVENUE GARDEN GROVE, CALIFORNIA RECCIVCD OrT Q 1963 I hereby certify that the above amounts and values are correct. �J X,— SIGNED' 7z.7- Engineer Coo ByT CITY OF NEWPORT BEACH - PUBLIC WO$HS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 2 PROJECT PERIOD ENDING 9/30/63 BUDGET N0. 50- 9297-027 . CONTRACT NO. C -843 z�T1dl�sa Item I No:. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 1 8" DIA. WATER MAIN # 6.74/LF 1900 LF 12,$05.00 2 6" DIA. WATER MAIN 5.87/LF 5,100 LF 29,937.00 3 6" DIA. WATER PIPE - MISC. 9.65/LF 81 LF 781.65 4 8" DIA. G.Y. 165.00 EA. 4 EA i�r,.00 5 6" DIA. G.Y. 115.00 EA. 20 EA 22300.00 6 FIRE HYDRANTS 415.00 EA. 8 EA 3,320.00 7 TYPE A SERVICE 57.00 EA. 51 EA 2,907.00 8 TYPE B SERVICE 47.00 EA. 6 EA. 282.00 9 TYPE C SERVICE 167.00 EA. 10 TYPE D SERVICE 91.00 EA. 11 2" DIA. WATER SERVICE 210.00 EA. 1 EA. 210.00 12 TEMPORARY TRENCN PAVEMENT OAO/LF 7,100 LF 2,840.00 .._ - --------- ..... _... $56,043.65 Original Contract $84,357.85 Extras to Date --- - - - - -- SEND PAYMENT TO: Contract to Date 84,357.85 LEO WEILER CONSTRUCTION CO. 10616 On STANFORD AVENUE Amount Earned 56;043.35 GARDEN GROVE, CALIFORNIA Less 10% Retention W4 zz Less Previous Payments 12,281. 9 Amount Due This Request 38,158.20 I hereby certify that the above amounts and values are correct. SIGNED /�� �--> —" � -- SIGNED l . , / `e f . /e ✓ Cat - Engineer BY G Gk.�i CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST N0. i FOR Do LADING- JULY 31, 1963 P$GJL'iGT; WATER MAIN CONSTRUCTION IN CLIFFNAY[N AND SMORECLIFFS__- _.____ BUDGET NO. 50-9297-027 CONTRACT NO. C-&3 Art �v ixv Zn () -70 Item Noe. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 1 8" DIA. WATER MAIN 6.74/LF 2 6" DIA. WATER MAIN 5.87/LF 19735 LF # 1o,184.45 3 6" DIA. WATER PIPE - MISC. 9.65/LF 4 8" DIA. G. V. 165.00 EA. 5 6" DIA. G. V. 115.00 EA. 6 EA. 69o.o0 6 FIRE HYDRANTS 415.00 EA. 3 EA. 1,245.00 7 TYPE A SERVICE 57.00 EA. 25 EA. 10425.00 8 TYPE B SERVICE 47.00 EA- 9 TYPE C SERVICE 167.00 EA. 10 TYPE D SERVICE 91.00 EA. 11 2" DIA. WATER SERVICE 210.00 EA. 12 TEMPORARY TRENCH PAVNT• 0.40/ LF 253 LF 101.20 # 13,645.65 74 Original Contract #$4,357.85 Extras to Date .- Contract to Date #84,357•85 Amount Earned $1364 .65 Less 10% Retention Less Previous Payments Amount Due This Request #12,281,08 SEND PAYMENT TO: LEO WEILER CONSTRUCTION CO. 10616 STANFORD AVENUE GARDEN GROVE, CALIFORNIA I hereby certify that the above amounts and values are correct. SIGNED - Fo Engin4er SIGNED::(_..`,,,. ( Cod . actors 7,1- a R F C F I V F D AUG 1D6? PUBLIC WOHQ vpT. L l 1 _ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CHANGE ORDER NUMBER: PROJECT: �' WATER MAIN CONSTRUCTION IN CLIFFHAVEN AND SHORECLIFFS CONTRACTOR: LEO WEILER CONSTRUCTION CO. 7 CONTRACT NUMBER: C-&3 REMOVE THE EXISTING 6" X 6" X 6" TEE AMC) Two 6" GATE VALVES AT THE INTERSECTION OF MORNING CANYON ROAD AND SHORECLIFFS ROSO AND REPLACE WITH A 6" X 8" X 8" TEE, TWO 8" GATE VALVES AND ASSOCIATED PIPING AS DIRECTED BY THE ENGINEER. THE WORK WILL BE DONE ON A FORCE ACCOUNT BASIS PER SECTIONS 4-03 AND 9-03 OF THE SPECIFICATIONS. THE ESTIMATED TOTAL COST OF THE ABOVE WORK IS: $444.00 SIGNED /` ,y�.,_.,,_ �._. .v CONTRACTOR -��- ENGI EER BY zC�. DATE DATE THE FINAL COST OF THE ABOVE WORK PER INVOICES SUBMITTED 1St MATERIAL 244 l LABOR 26 15% TOTAL ".- EN6/1NEER DATE _ r i CONTRACTOR] '- z i BY Lk�" DATE 0 9 CITY OF NEWPORT BEACH PUBLIC WOW DEPARTMENT CHANGE ORDER NUMBER: 1 PROJECT: WATER MAIN CONSTRUCTION IN CLIFFHAVEN AND SMORECLIFFS CONTRACTOR: LEO WEILER CONSTRUCTION CO. CONTRACT NUMBER: C-&3 REMOVE THE EXISTING 6" X 6" X 6" TEE AND TWO 6" GATE VALVES AT THE INTERSECTION OF MORNING CANYON ROAD AND SHORECLIFFS ROAD AND REPLACE WITH A 6° X 6' X 6' TEE, TWO H" GATE VALVES AND ASSOCIATED PIPING AS DIRECTED BY THE ENGINEER. THE WORK WILL BE DONE ON A FORCE ACCOUNT BASIS PER SECTIONS 4-03 AND 9 -03 OF THE SPECIFICATIONS. THE ESTIMATED 'DOTAL COST OF THE ABOVE WORK IS: 04D.Oo 1. SIGNED J' /-� CONTRACTOR r ENG0iiEER L DATE DATE THE FINAL COST OF THE ABOVE WORK PER INVOICES SUBMITTED IS: MATERIAL LABOR 15% TOTAL SIGNED ENGIN ER ^� DATE . ::. CONTRACTOR' BYi DATE /, - 6 -� CITY OF IEWPORT BEACH PUBLIC WORKS DEPAVWNT CHANGC ORDER NUMBERS 1 PROJECTS WATER MAIN CONSTRUCTION IN CLIFfHAVCN AND SHORECLIFFS CONTRACTORS LEO WEILER CONSTRUCTION CO. CONTRACT NuMOER: c-843 REMOVE THE EXISTING 6" % 6" X 6" TEE AND TWO 6" GATE VALVES AT THE INTERSECTION OF MORNINY CANYON ROAD AND SHORECLIFFS ROAD AND REPLACE WITH A 6" % 8" % 8" TEE, TWO U" CATE VALVES AND ASSOCIATED PIPING AS DIRECTED BT THE ENGINEER. THE WORK WILL BE DONE ON A FORCE ACCOUNT BASIS PER SECTIONS 4-03 AND 9-03 OF THE SPECIFICATIONS. THE ESTIMATED TOTAL COST OF THE ABOVE WORK ISS 0440.00 n J / \� CONTRACTOR $ZONED ,�,�_�. {,,;�_._. �, .� J�. �.. ENO INEER DATE THE FINAL COST OF THE ABOVE WORK PER INVOICES SUBMITTED ISS MATERIAL LABOR 15% TOTAL I NEE R DATE .: _ CONTRACTORJ__, ✓� -� DATE_ i 1� - i 6.5 o Orange County Highway 'Dept. Materials Laboratory 1152 Fruit Street Santa Ana, California October 14, 1963 Mr, J. T. Devlin City t,ncineer City of Newport Beach 3300 4. Newport Blvd. Newport Beach, California Dear Sir: Enclosed are results of Shorecliff Rd. compaction tests conducted at your request. Remarks: Field lime - 2 men, 3 hrs. 2 $8.00 $24.00 IMD Curves - 63 -C -2428 through 2431 - 4 t? 510.00 = 40.00 $64.00 Bi!linq will be made at the end of the month. Very truly yours, F. F. LA BrLL4 Materials Engineer rFL:bt encl. r LI Mr. J. T. Devlin City Engineer City of Newport Beach 3300 W. Newport Blvd. Newport Beach, California Dear Sir: Orange County Highway Dept. Materials Laboratory 1152 Fruit Street Santa Ana, California October 8, 1963 Enclosed are results of Shore Cliff and Santiago Dr. compaction tests conducted at your request. FFL:bt encl. Remarks: Field time - 3j hr. @ $5.00 = IMD Curve - 63 -C -2318 @ $10.00 Tentative IMO 63 -C -2317 @ $4.00 Moisture Test 63-C -2319 6 2320 42.00 Billing will be made at the end of the month. Very truly yours, $17.50 10.00 4.00 4.00 $35.50 Ar� , F. F. LA BELLE LJ Materials Engineer R EIVED J CC 1��• � i I iC . PUBLIG r PUBLIC WORKS DEPAGNT CITY OF NEWPORT BEACH NO. INIT. DATE ACTION P.W. DIRECTOR ASST. P.W. DIR. ICR D ELECTRICAL Div. WATER & SEWER Div FIELD ENGINEER Ao Z J-H-C- SECRETARY Y SECRETARY REMARKS'Cc. Gcr� everSNi¢erL,a� { 0 9 Orange County Highway Dept. Materials Laboratory 1152 Fruit Street Santa Ana, California September 25, 1963 Mr. J. T. Devlin City Engineer City of Newport Beach 3300 W. Newport Blvd. Newport Beach, California Dear Sir: Enclosed are results of St. Andrews and St. James Street compaction tests conducted at your request. Remarks: Field Time - 3 hrs. G $5.00 = $15.00 IMO Curve - 63 -C -2183 @ $10.00 = 10.00 Tentative IMA 63-C -2184 6 2185 2 6 $4.00 = 8.00 FFL:bt enc l. $33.00 Billing will be made at the end of the month. Very truly yours, LE Materials Engineer Q f E 1 V E D i DT. PU%i SEMEN ■■■■■ manor mumm■ MEMEN PUBLIC WORKS DEPART CITY OF NEWPORT BEACH NO. INIT. DATE ACTION P.W. DIRECTOR AsST. P.W. DIR. c I ER DIN ELECTRICAL DIY. WATER & SEWER DIY FIELD ENGINEER J.H.C. SECRETARY SECRETARY Fig REMARKSe C!/ir r �.o�• 1 L 0 Mr. J. T. Devlin City Engineer City of Newport Beach 3300 W. Newport Blvd. Newport Beach, California Dear Sir: Orange County Highway Dept. Materials Laboratory 1152 Fruit Street Santa Ana, California September 17, 1963 Enclosed are results of relative compaction tests conducted at your request. FFL:bt encI. Remarks: Field Time - 4 hrs. ,9 $5.00 = $20.00 IMD Curve - 63 -C -2164 6 2166, 2 @ $10.00 = 20.00 Tentative IMD 63 -C -2165 and 2167- 2Cpl$4.00 = 8.00 $48.00 Billing will be made at the end of the month. V E SEP "J; PUBLIC WORKS DEPL I I 7 Susan swung women swung WaSSa F range C ounty Highway Materials Laboratory 1152�Fruit Street Santa Ana, California ^Ugust 19, 1963 ivir. J. T. Devi in ity E-hgi near '-ity of Newport Beach 3300 Newport Blvd. Newport 3each, California Dear Sir: Enclosed are results of compaction tests conducted at your request. Remarks: Cliff Dr. - Tests Nos. 63 -C -1915 through 1919. Tract 4981, 3852 & 5184 - Tests Nos. 63 -C -1904 through 1908. Billing will be made at the end of the month. Very truly yours,, F. F. LA BELLE Materials Engineer FFL:bt encI. RECEIVED AUG 211 18-34 PUBUC WORIKS DEPT. T Enclosed are results of compaction tests conducted at your request. Remarks: Cliff Dr. - Tests Nos. 63 -C -1915 through 1919. Tract 4981, 3852 & 5184 - Tests Nos. 63 -C -1904 through 1908. Billing will be made at the end of the month. Very truly yours,, F. F. LA BELLE Materials Engineer FFL:bt encI. RECEIVED AUG 211 18-34 PUBUC WORIKS DEPT. =NUNN ■■am■ Mason MMEM■ nomms mammommoom nownsommom mamnownwom mummammmum woommonsuff mommommmas mummummmum mummommumn mumnsommom wommommmum ■■ :: iii ■.l one NMI ■■, iii ■.1 ©W000 ..... KNOWN ■ENE■ ■ENE■ SEEMS PUBLIC WORKS DEPART F CITY OF NEWPORT BEACH NO. INIT. DATE ACTION P.W. DIRECTOR / ASST. P.W. DIR. r7-lu ENGINEERING DIV• TRAFFIC DIV• ELECTRICAL DIV• WATER & SEWER Div, FIELD ENGINEER ZJ SECRETARY ES .. d• • L A B O Rp AT O R I E 8, 1 Ne.= ✓oefin9 and"I"j eclion Vn9ineera 7/24/63 Job Identification: Engineer: Contractor: Pipe Fabricator: Supplier: S INSPECTION OF ASBESTOS CEMENT PIPE CITY OF Nh%VPORT BEACH, CALIFORNIA Contract No. 843 City Engineer, Newport Beach Leo Weiler Company Nippon Eternit Pipe Co, Ltd. Tokyo, Japan U. S. Industries, Tubular Divn. Azusa, California Size - 6" x 131 Class - 150 Flexural Strength Lead applied - 2800# Hydrostatkc Pressure Test Pressure applied - 525 psi 7/17/63 Sixty -six sections tested. Seven pipe failed Flexure Test and two failed the Hydro Test. Four pipe rejected due to damaged ends. All approved pipe marked this date - Osb. FR. , 7/18/63 One- hundred and eighty -five pipe tested. One pipe failed the Flexure Test. Five pipe rejected due to damaged ends. All approved pipe marked this date - Osb. JJ. 7/19/63 Two - hundred and eight pipe tested. Two pipe failed Flexure Test, and one failed the Hydro Test. Seven pipe rejected due to damaged ends. Three Edge Bearing Test Required Load 5400 lbs /lineal ft. No. 1 broke at a load of 7230 lbs /lineal ft. No. 2 11 11 11 11 if 6540 lbs /lineal ft. 235 WEST TWENTY- SEVENTH STREET • LOS ANGELES 7. CALIFORNIA • RICHMOND 9.3111 LK: OITY OF NEWPORT BEACH, Calif. Contract No. 843 7/24/63 Page 2 Four - hundred and fifty 6" couplings were Hydrostatically Tested and approved. 7/24/63 Two pipe and two couplings were selected and tested to four times the rated working pressure (600 psi) per Sec. 8 Para. 8.2 AW6t'AC 400 -53T. Results of teats satisfactory. Total pipe tested and approved for shipment - 446 -6" x 131. Total short lengths - 33 - 3' 3" cut from tested pipe. Test results of all approves pipe and, couplings comply with AWidA Specification 0400 -53T. S 1- U. S. I. Tubular Diva. Attn: Bob Howard 3- City of Newport Bach Attn: PM^. B. Nolan ro4 -1 R >spectfully submitted, RAYb70PID ,. OSBORPIE LABOR °TORIES, INC. Frank E. Emrae RECFIVED JUL 2 6 1963 PUBLIC WORKS DEPT, s OITY OF NEWPORT BEACH, Calif. Contract No. 843 7/24/63 Page 2 Four - hundred and fifty 6" couplings were Hydrostatically Tested and approved. 7/24/63 Two pipe and two couplings were selected and tested to four times the rated working pressure (600 psi) per Sec. 8 Para. 8.2 AW6t'AC 400 -53T. Results of teats satisfactory. Total pipe tested and approved for shipment - 446 -6" x 131. Total short lengths - 33 - 3' 3" cut from tested pipe. Test results of all approves pipe and, couplings comply with AWidA Specification 0400 -53T. S 1- U. S. I. Tubular Diva. Attn: Bob Howard 3- City of Newport Bach Attn: PM^. B. Nolan ro4 -1 R >spectfully submitted, RAYb70PID ,. OSBORPIE LABOR °TORIES, INC. Frank E. Emrae RECFIVED JUL 2 6 1963 PUBLIC WORKS DEPT, -� PUBL IC WORKS DE44ENT CITY OF NEWPORT BEACH NO. INIT. DATE ACTION P.W. DIRECTOR Au 2 ASST. P.W. DIR. R ELECTRICAL DIV. WATER & SEWER Div, FIELD ENGINEER H. . SECRETARY SECRETARY REMARKS a i L A B O R AT OR e-afin9 andJnaiDeclion Vn9ineera Job Identification: Engineer: Contractor: Pipe Fabricator: Supplier: E 5, 1 N c.v 7/29/63 CITY OF NEIa1PORT BEACH, CALIFORNIA Contract No. 843 City Engineer Newport Beach Leo Weiler Company Nippon Eternit Pipe Co, Ltd. Tokyo, Japan U. S. Industries, Tubular Divn. P. 0. Box "C ", Azusa, Calif. Attn: Bob Howard INSPECTION OF ASBESTOS CEMENT PIPE - Size 81, x 13' Class 150 Flexural Strength Load applied 5700 lbs. Hydrostatic Pressure Test Pressure applied 525 psi 7/20/63 Sixty pipe tested. Three pipe were rejected due to damaged ends. Four pipe failed the Flexure Test. Six failed the Hydro Test. All approved pipe marked this date Osb JJ. 7/22/63 One- hundred and thirty -six pipe tested. Two pipe were rejected due to damaged ends. One pipe failed the Flexure Test. Sixteen pipe failed the Hydro Test. Due to the num- ber of failures, the Hydrostatic Pressure and Flexure Test- ing Machine was checked and found to have a bent shaft. All approved pipe marked this date Osb. JJ. 7/24/63 Testing machine repaired. Thirty -five pipe to §ted. Two pipe failed the Flexure Test. All approved pipe marked this date Osb. JJ. ' -a r J CITY OF NEWPORT B,ACH Contr. No. 843 7/20 - 7/25/63 Page 2 7/25/63 Eighty -two pipe tested. One pipe rejected due to damaged end. Five pipe failed the Hydro Test. All approved pipe marked this date Osb. JJ. Three - hundred 8" couplings were Hydrostatically Tested and approved. Three Edge Bearing Test Rejuired Load - 5500 lbs /lineal ft. No. 1 broke at a load of 7960 lbs /lineal ft. One pipe and one coupling Hydrostatically Tested to four times the rated working pressure (600 psi) per Sec. 8 Para. $.2 AWWAC40053T. Total pipe tested and approved for shipment: 279 pipe V x 13' Total short lengths: 33, 3' 3" cut from tested pipe. Test results of all approved pipe and couplings comply with AWIVA Specifications C400 -53T. 1 Respectfully submitted, RAYTAOND, G. 03BOR14E LABORATORIES, INC. 1- U.S. I. Tubular Divn. Attn: Bob Howard R E C E I V E 3- City of Newport Beach Attn: Mr. B. Nolan ro4 +1 JUL 31 1963 PUBLIC WORKS DEPT. By ---------------------- -------- ------ --------- DATE-/A'O? SUBJECT- CHKD, BY- -------- DATE ---- I�M ------------------------------------------------ ------ ------- 14 o V-1 NEW 8" I z3 A 4 kA II I 0 E / Z- IE -5'CA Z-,g S SHEET NO ------ ----- OF ------- JOB NO ----- .Wee--M- I ---------------- 5 -rEF- F- -1 CaVAIECr YV j5,Y15r C-/ A411v &Mq FLEX. GOUi�L /N6 ,,'v .4 /- MAIN 1"� I � �� . . CMIA45er 7V eX1,57- 415"99-0-5- GL`�F, -i MAIN OFFICE L 1635 WEST GAYLORD ST., - P.O. BOX 9053 LONG BEACH 10, CALIFORNIA G HEMLOCK 5.7999 A -I' SPRUCE 9.6326 JACKSON 7-3681 Twining Laboratories October 3, 1963 Leo Weiler Construction Company 10616 Stanford Avenue Garden Grove, California PROJECT: PIPELINE BACKFILL 15th and St. Andrews Newport Beach, California SUBJECT: Soil Compaction Tests Report BRANCH OFFICE I314.0 NORTH HARPER ST. SANTA ANA, CALIFORNIA JEFFERSON 1 2045 JEFFERSON 12096 of cSoutfiF= �?a& Examination 63 -2994 Project 340A -63 -4058 The following report contains the results of three (3) Field Density tests taken on the subject project on September 26, 1963. All fill had been placed prior to date of tests. Results of tests are as follows: CCMPACTION STANDARD California Impact Method No. 216, Material Classification Sandy clay Sandy clay Clayey sand FIELD DENSITY TESTS Maximum Density Lbs. /Cubic Foot 128,0 130.0 132.0 Optimum Moisture Per Cent 10,5 11.5 10.0 Ync. Test Wet Density % Field Dry Density Relative Depth No. Lbs, /cu.ft. Moisture Lbs. /cu.ft. Compaction of Test 1 126,0 13.6 111.0 86.8 1,01 2 128,4 14,3 112,1 86,5 1,01 3 128,2 13.6 113,0 85.6 1.01 LOCATION 1 - 100' north of Carol Place on St. Andrews Rd., 81 west of center line 2 - 451 east of Kings Place on St. James Rd., 151 north of center line 3 - Across street from 703 St. James Place, 15' east of center line RECEIVED OGT 5 1963 Stanley C. Davidson SCD:pj ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AUTHORIZATION FOR PUBLICATION OF OUR REPORTS, CONCLUSIONS. OR EX. _ TRACTS FROM OR REGARDING THEM IS RESERVED PENDING OUR WRITTEN APPROVAL AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND QURSELV65... ..... v - MAIN OFFICE ISI15 WEST GAYLORD ST., - P.O. BOX 9055 LONG BEACH 10, CALIFORNIA HEMLOCK 5 -7493 SPRUCE 55526 JACKSON 7 -3681 Twinina Labora October 3, 1963 Leo Weiler Construction Company 10616 Stanford Avenue Garden Grove, California PROJECT: PIPELINE BACKFILL 15th and St. Andrews Newport Beach, California SUBJECT: Soil Compaction Tests Report BRANCH OFFICE 1314-0 NORTH HARPER ST. SANTA ANA. CALIFORNIA JEFFERSON 1 -2045 JEFFERSON i -2046 of <-Soutfietrz (falifosnia, Yne. Examination 63 -2994 Project 340A -63 -4058 The following report contains the results of three (3) Field Density tests taken on the subject project on September 26, 1963, All fill had been placed prior to date of tests. Results of tests are as follows: COMPACTION STANDARD California Impact Method No, 216, Material Classification Sandy clay Sandy clay Clayey sand FIELD DENSITY TESTS Maximum Density Lbs, /Cubic Foot 128,0 130,0 132,0 Optimum Moisture Per Cent 10,5 11,5 10.0 Test Wet Density % Field Dry Density Relative Depth No. Lbs. /cu.ft, Moisture Lbs, /cu.ft, Compaction of Test 1 126,0 13,6 111,0 86,8 1,0' 2 128,4 14,3 112,1 86,5 1,01 3 128,2 13.6 113,0 85,6 1,01 LOCATION 1 - 100' north of Carol Place on St, Andrews Rd., 81 west of center line 2 - 45' east of Kings Place on St. James Rd., 15' north of center line 3 - Across street from 703 St. James Place, 15' east of center line Stanley C. Davidson RECEIVED OCT 51963 SCD:Pj ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AUTHORIZATION FOR PUBLICATION OF OUR REPORTS, CONCLUSIONS. OR EX- TRACTS FROM OR REGARDING THEM IS RESERVED PENDING OUR WRITTEN APPROVAL AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. _... ..._ .... _ _..._. 1. .. .. r...:.V X >..- 91 a 101 111 12 13 14 15 161 17I 18 19 20 21 22 23! 241 25 26 27 281 29 30 31 32 46 USOMW lot,, 795 ` 4 ArSOLUTION W ImmaeODUNCIL Or Gkft of VWMT UACH AWJMW A LOWMACT M 30 WATU M&= GMTKUCnO**, $9 CLIFFH&VIN AND SJM=X,,M WMMUS, pursuant to the Notice IWItin 4WIS for work con&LstW& of the water vm$a asms%Mtift 114 Cliffba"Ift and lftw0- otiffs lei the city of we"Powt, Satoh, in accordSIM" With *0 plans and qwificatifts baratoforeAkdopteda bids vere VSd%#VO4 Im 00 Stir day of Jumaj, 19639 and publicly Opened wad 46BUrOdS 4" WMtM8 it &ppOw& that the la waot regpMolblo biddet theriagm is L*s, Wait** Construction Cod; IgWo M&V=s U rT RESOLVZD that the bid of Lee,'WeilOT emstractLem cao is the amt of 04*35735 be acemptAid Ad that the contract Jaw the conxtwwtL*a work bo ale m4ad to MAd biddWO BE IT MUM ArMLnD that the *KJOW 4".'CitY CISA are hereby autboximed and directed to execute a cfttMct id 600*dBuft with the Specift*tiongs bid and this award an behalf at the CitY of Newport Bomb, and that the City Clark be diftetod to 6AMIA6 as exaaawd appy to the mad"Now U4449. AoopTia this 10th day of .rime, 1463* A71, . D-IVkL'II- Hans J. Lorenz -Pro �jTempore • ! TO: CITY COUNCIL FROM: CITY MANAGER AND PUBLIC WORKS DIRECTOR SUBJECT: WATER MAIN CONSTRUCTION IN CLIFFHAVEN AND SHORECLIFFS RECOMMENDATIONS: 1. AWARD CONTRACT TO LEO WEILER CONSTRUCTION COMPANY FOR $84,357.85' 2. ADOPT A RESOLUTION AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE THE CONTRACT. \ SIX BIDS WERE RECEIVED AND OPENED IN THE OFFICE OF THE CITY CLERK AT 10:30 A.M. ON JUNE 5, 1963. BIDDER TOTAL LEO WEILER CONSTRUCTION COMPANY 84,357.85 GARDEN GROVE GAL,ACHER COMPANY 92,304.i5 COSTA MESA MACCO CORPORATION 93,074.85 PARAMOUNT CARD CONSTRUCTION COMPANY 93,317.50 NEWPORT BEACH ROYAL PIPELINE CONSTRUCTION COMPANY 104,772.55 EL MONTE ORANGE COUNTY PIPELINE COMPANY 119,467.50 SANTA ANA ALTHOUGH THE LOW BID IS 20.5% HIGHER THAN THE ENGINEER $ ESTIMATE OF $70,000, THE BIDS SUBMITTED ARE A GOOD REPRESENTATION OF THE SCOPE OF THE WORK, AND WE RECOMMEND AWARD AT THIS TIME. THE REMAINING AMOUNT UNDER BUDGET NUMBER 50- 9297 -027 IS $54,000. IF THE CONTRACT IS AWARDED, A BUDGET AMENDMENT WILL BE SUBMITTED. THIS CONTRACT WILL COMPLETE THE WATER MAIN REPLACEMENT PROGRAM IN BOTH THE CLIFFHAVEN AND SHORECLIFFS AREAS. THE ESTIMATED DATE OF COMPLETION IS SEPTEMBER 27, 963. P ARED BY 6&t�y DONALD C. SIMPSON PUBLIC WORKS DIRECTOR CITY MANAGER ATTEST TO OPENING BID_ 59_ /L MMARGERY SCH ODDER d /I� CITY CLERK RC:DCS:vR/ 6 -7-63 CITY OF NEWPORT BEACH CALIFORNIA NOTICE INVITING BIDS Sealed proposals will be re- ceived at the office of the City Clerk, City Hall, Newport Beach, California, until 10:30 A. M. on the 5th day of June,* 1963, at which time they will be publicly opened and read, for performing work as follows: THE WATER MAIN CON- STRUCTION IN CLIFFHAVEN AND SHORECLIFFS No bid will be received un- less it is made on a proposal form as bound in the specifica- tions. Each bid must be accom- panied byeash, certified check or bidder's bond made payable to the --ity of Newport Beach, for an amount equal to at least 10 percent of the amount bid, such, guaranty to be forfeited should the bidder to whom the contract is awarded fail to en- ter into the contract. In accordance with the provi- sions of Section 1770 of the La- bor Code, the City Council of _ the City of Newport Beach has ascertained the general prevail- ing rate of per diem wages in the locality in which the work is to be performed for each craft or type of workman or mechan- ic needed to execute the con- tract and is set forth in Resolu- tion No. 5729. A copy of said Resolution is available in the office of the City Clerk in the City of Newport Beach. All bids are to be compared on the basis of the Architect's estimates of the quantities of work to be done. No bid will be accepted from a Contractor whofs not licensed in accordance with the.provi- sions of Chapter 9, Division III of Business and Professions Code. Plans and Specifications, forms of proposals, bonds, and con- tract may be obtained at the Public Works Department, City Hall, Newport Beach, Califor- nia. A non - refundable charge of $2, 00 will be required for each set of standard specifications. A refundable deposit of $5.00 will be required for each set of plans, special provisions, and contract documents. The City of Newport Beach reserves the right to reject any or allbids and to waive any in- formality in such bids. CITY OF NEWPORT BEACH CALIFORNIA MARGERY SCHROUDER City Clerk Publish May 16, 1963 in the Newport Harbor Ensign i TO: CITY COUNCIL FROM: CITY MANAGER AND PUBLIC WORKS DIRECTOR SUBJECT: PLANS FOR THE CONSTRUCTION OF WATER MAINS IN CLIFF HAVEN AND SHORE CLIFFS RECOMMENDATIONS: 1. APPROVE THE PLANS. 2. AUTHORIZE THE CITY.CLERK TO ADVERTISE FOR BIDS TO BE OPENED AT 10:30 A.M. ON JUNE 5, 1963- THE ESTIMATED COST OF CONSTRUCTION IS $70,000. THE REMAINING AMOUNT UNDER BUDGET NUMBER 50- 9297 -027 Is $54,Ooo. THE SPECIFICATIONS AGAIN WILL PERMIT THE USE OF.EITHER DOMESTIC OR FOREIGN MANUFACTURED ASBESTOS CEMENT PIPE, THE INSTALLATION OF THESE LINES WILL COMPLETE THE WATER MAIN REPLACEMENT PROGRAM IN BOTH THE CLIFF HAVEN AND SHORE CLIFFS AREAS. THE ESTIMATED DATE OF COMPLETION IS SEPTEMBER 27, 1963- PREPARED BY: DONALD C. SIMPSON ROBERT COOP U PUBLIC WORKS DIRECTOR CITY MANAGER RC:DCS:MJA:VR 5 -10 -63 C -843 See Contract File for Cliffhaven & Shoreeliff Plans