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HomeMy WebLinkAboutC-1083(E) - Fiscal Year 1966-1967 Combined Street Improvements - Construction File 3December 11, 1967 TO: CITY COUNCIL FROM: Public Works Department SUBJECT: ACCEPTANCE OF FISCAL YEAR 1966 -67 COMBINED STREET IMPROVEMENTS (C -1083) RECOMMENDATIONS: 1, Accept the work. 2, Authorize the City Clerk to file a Notice of Completion, 3, Authorize the City Clerk to release the bonds 35 days after the Notice of Completion has been filed, DISCUSSION: The contract for the construction of the Fiscal Year 1966 -67 Combined Street Improvements has been completed to the satisfaction of the Public Works - artment, The bid price was: $179,709.50 Amount of unit price items constructed: 180,228°71 Amount of Change Orders: 4,159,97 .0 Total contract cost< 184,388.68 9�F Engineering, Testing, Inspection: 25,366,72 \an �r Total project cost: 209,755 40 Total amount budgeted 239,890,48 This project was composed of six separate parts, The descripti��� i n ancing of eacfi follows. 1083 -A - Improvement of Irvine Avenue from Santa Isabel to southerly of Monte Vista. Engineering was by Raub, Bein, Frost and Associates of Costa Mesa, California Bid price: Unit price items constructed: Extra work: Total contract Engineering, Inspection, Testing: Total project cost: Financing Bud eted Gas Tax Fund 28,000,00 General Fund 2,972,49 Orange County 13,500.00 Water Fund 6,00770.00 A budget amen8mgnl� for the Gas TJ5�dnd2wi $ 38,061,70 38,226,96 38,226.96 9,438.59 47,665,55 Ex eded Balance 28n,001,07 TTl .07 2,972,49 - 10,991.99 $2,508,01 5,700.00 300.00 4h5e submitedw e Ejsebe mid- yearduutmnts. 1083 -B - Improvement of 16th Street from Irvine Avenue to Sea Gull Lane. Engineering was by Williamson and Schmid of Santa Ana, California, Bid price: $ 72,717..00 Unit price items constructed: 71,355 64 Extra work: 28,39 Total contract 71,384.03 Engineering, Inspection, Testing: 7,794,63 Total project cost: 79,178.66 r 6�7 December Subject: Page 2 Financing 0 11, 1967 - City Council Acceptance of Fiscal Year 0_ 1966 -67 Combined Street Improvements (C -1083) Tax Budgeted 25,000.00 Ex ended 7,895.05 Balance T7,7UzF.95 Gas Fund General Fund 42,106.30 29,132.01 12,974.29 Costa Mesa 14,000.00 11,58913 2,410,87 School District 23,000.00 19,441.47 3,558.53 Water Fund 1,120,00 1,120.00 41..36 Totals $105,106,30 $79,178.66 $26,048,64 The item of extra work was construction of additional sidewalk adjacent to the School District Stadium. 1083 -C - Improvement of Placentia Avenue at Production Place. Engineering was by the Public Works Department. Financing Bid price: $18,090,00 Unit price items constructed: 17,828.76 Extra work: 158.27 Total contract: 17,987.03 Engineering, Inspection, Testing: 4,699.42 Total project cost: $22,686.45 The extra work was for reconstruction of Production Place at the Placentia Avenue intersection to obtain a better riding grade. 1083 -G - Reconstruction of the streets in Anniversary Estates. Engineering was by Donald C. Simpson: 1083 -H - Construction of an under drain at the intersection of Santiago Drive and Nottingham Road- Engineering was by the Public Works Department. 1083 -I - Improvement of Cliff Drive westerly of San Bernardino Avenue. Engineering was by the Public Works Department. The above three projects were financed under one General Fund appropriation. Total costs are shown for the three. Bid price: $50,840.80 Unit price items constructed: 52,817 -34 Extra work: 3,973.31 Total contract: 56,790,65 Engineering, Testing: 3,609,43 Total Project Cost $60,400,08 Budgeted Expended Balance Gas Tax Fund 988,50 ,988, $ 9,939,53 2, 48.97 General Fund 2,204,09 2,204.09 - Orange County 11,500.00 10,084,19 1,415.81 Private Party 500.00 458<64 41..36 Totals $26 „192,59 $22,686,45 $3,506.14 The extra work was for reconstruction of Production Place at the Placentia Avenue intersection to obtain a better riding grade. 1083 -G - Reconstruction of the streets in Anniversary Estates. Engineering was by Donald C. Simpson: 1083 -H - Construction of an under drain at the intersection of Santiago Drive and Nottingham Road- Engineering was by the Public Works Department. 1083 -I - Improvement of Cliff Drive westerly of San Bernardino Avenue. Engineering was by the Public Works Department. The above three projects were financed under one General Fund appropriation. Total costs are shown for the three. Bid price: $50,840.80 Unit price items constructed: 52,817 -34 Extra work: 3,973.31 Total contract: 56,790,65 Engineering, Testing: 3,609,43 Total Project Cost $60,400,08 0 December 11, 1967 - City Council Subject: Acceptance of Fiscal Year 1966 -67 Combined Street Improvements (C -1083) Page 3 Financing Budgeted Expended Balance General Fund $75,000,00 $60,400.08 $14,599,92 The extra work involved correcting soft spongy areas and importing fill to bring the roadway up to the planned grade in Anniversary Estates. The two Change Orders were approved by the Council on October 23, 1967, Construction was by the Griffith Company of Costa Mesa, California. The Contract date of completion was October 24, 1967: All work was completed by October 18, 1967, 0 4 J seph Devlin P blic rks Director PD /ldg 6 0 -,0�(3 October 23, 1967 `s TO: CITY COUNCIL FROM: Public Works Department SUBJECT: STREET RECONSTRUCTION IN ANNIVERSARY ESTATES (C- 1083 -g) RECOMMENDATION: Approve Change Orders G -1 and G -2 in the amounts of $627,70 and $3,297.31 respectively, DISCUSSION: The City of Newport Beach Standard Specifications require City Council approval of Change Orders in excess of $500.00. During the removal of the asphaltic concrete pavement in Anniversary Estates, it was found that the original streets had not been constructed with the designed crown grade. Additionally, in many areas the pavement was thicker than shown on the original plans.. In order to construct the new pavement to the planned grade, it was necessary to import and spread fill Change Order G -1 was issued by the Public Works Department to cover this work, The Specifications for the subjct project called for lime treatment stabili- / zation of the native soil prior to repaving the streets., 'rhe method was recommended by the Orange County Road Department Laboratory and the Consulting Engineer as being the most economical approach.. It was recognized that in some areas, additional stabiliza- tion might be required tc eliminate all soft, spongy material. Upon completion cf the lime treating, some soft areas did remain and Change Order G -2 was issued to authorize the contractor to excavate the clay and backfill with aggregate base. Funds sufficient to cover these two changes were budgeted under the :ontingency item in Account. No. 02 -3397 -146, J seph ' Devlin P blic Works Director naj APPROVED BY CITY COUNCIL DATE OCT 2_3 1967 CITY OF °WOORT- arry �' y June 7 1967 To: City Clark Froul City Attorney Subject: Resolution awarding a contract for the fiscal year 1966*67 combUnd si*mot ivrovemOnts (Contract NO- 1083) Transmitted is subject resolution which, if adopted by the City Gowtcjl,, will as omtrwt to the Griffith Company In the amount of $179,709.54. This is for Council consi4evatift at their Meeting 00 JWS 120 Tully H, Seymour City Attorney TNBsaw Attse 04 • City Manaaar OIL AI,`3F)w'vIED BY DATE JUN 1 2 196Z 'tS�6 07 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 •23 24 25 26 27 28 29 30 31 32 q a Pursuant AD *he notice invit"O bids for Vol* aousist ift of this fisaal yang 1966 -67 aambined street ftProvemmutt in the city of *"art. ftpbc, in aaaor4o"a with do plans and sptaifiaatkions beretoU adopted, bida +iws^e raceivsd an the 5th stay of 3timg 1967, aad'ualialy opeasd and daalar"% and MMUMs, it appears that the lowest responsible bidder therefor is the Griffith F void, TORIFORIS as IT RZSMVXD that tie. bid Of the Griffith COWPOW in tim Amount of X2,79,709.0 be ,aa+espted and cut the ooatsadt itr the ca"AtrustiaAC wevit bt arN&Asd to said bidder. IT FW=U UMV= that tbo iAYW and City Cierk axe hereby i udwriaed and ted CSR expect e a aaatra¢t in aaaorawwo with the apaeii aims, bid mad this award eta bab4f of the "Aw of Newport Boecb$ atad *bat** C4ty Clark be "reafied to fUrUiAh as exeCcsted soapy too the sueaaseAd bidder. this , day of ___.__ u_ _ IS61. AT=t i Malek a C� /og'l JUNE 120 1967 .1 - i3 TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: FISCAL YEAR 1966 -67 COMBINE D STREET IMPROVEMENTS, CONTRACT 1083 GS RECOMMENDATIONS: � 8 1. ADOPT A RESOLUTION AWARDING THE CONTRACT TO THE GRIFFITH COMPANY FOR $179,709.50 AND AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE THE CONTRACT. (. Lid 2. ADOPT A RESOLUTIOWSACCEPTING EASEMENTS FOR STREET2 HIGHWAYO AND LAND - SCAPING PURPOSES ON IRVINE AVENUE BETWEEN SANTA ISABEL AVENUE AND TUSTIN AVENUE. DISCUSSION: FOUR BIDS WERE RECEIVED IN THE OFFICE OF THE CITY CLERK AND OPENED AT 11:00 A.M. ON JUNE 5, 1967. THESE BIDS ARE SUMMARIZED BELOW: GRIFFITH COMPANY SULLY - MILLER CONTRACTING CO. R.W. MCCLELLAN AND SONS INC. E.L. WHITE COMPANY COSTA MESA ORANGE COSTA MESA GARDEN GROVE PR ICE 079,709.50 $186,956.7o $191,554.46 $Iqd.. o.89 THE LOW BID IS APPROXIMATELY II% BELOW THE ENGINEERS ESTIMATE OF $202640.35. THE LOW BIDDER HAS A REPUTATION FOR PERFORMING HIGH QUALITY CON- STRUCTION. HE HAS RECENTLY COMPLETED THE WIDENING OF JAMBOREE ROAD BETWEEN COAST HIGHWAY AND FORD ROADI AND ALSO PERFORMED THE WEST NEWPORT SAND REPLENISH- MENT CONTRACT IN 1965. THIS CONTRACT INCLUDES THE CONSTRUCTION OF SIX PROJECTS WHICH WERE LISTED SEPARATELY IN THE FY 66 -67 CAPITAL PROJECTS BUDGET. THE PROJECTS WERE COM- BINED INTO ONE CONTRACT TO MAKE THE PROJECT ATTRACTIVE TO THE LARGER CONTRACTORS AND TO TAKE ADVANTAGE OF THE LOW UNIT PRICES WHICH ACCOMPANY CONSTRUCTION IN LARGE QUANTITIES. THE COMBINATION SHOULD ALSO RESULT IN REDUCED ADMINISTRATIVE COSTS AS A RESULT OF THE ELIMINATION OF FIVE ADDITIONAL SEPARATE CONTRACTS. THE CONTRACT AWARD IS BASED ON THE TOTAL PRICE BID FOR THE ENTIRE PACKAGE. THE COMBINED CON- TRACT INCLUDING ENGINEERING WILL BE FUNDED AS FOLLOWS: APPROVED BY Ci � Y COiJNCIL DATE JUN 12 1997 SUBJECT: CONTRACT 1083 PAGE 2 A. i f THIS PROJECT WAS ORIGINALLY BUDGETED FOR FINANCING WITH SECTION 2107 GAS TAX . rUNDS. IT NOW APPEARS THAT THE USE OF SECTION 186.1 GAS TAX FUNDS RATHER THAN SECTION 2107 FUNDS MOULD SIMPLIFY THE ADMINISTRATION OF THE COMBINED PROJECT BECAUSE OF DIFFERENCES IN THE REPORTING PROCEDURES.. WE THEREFORE RECOMMEND THE USE OF SECTION 186.1 GAS TAX FUNDS FOR THE ELIGIBLE PORTIONS OF THIS PROJECT. THE 2107 FUNDS WILL THEN BE REBUDGETED FOR USE WITH THE FY 1967 -68 ARTERIAL HIGHWAY FINANCING PROGRAM PROJECT WHICH WAS APPROVED BY THE COUNCIL ON DECEMBER I2$ 1966. TWENTY -FIVE THOUSAND DOLLARS IS PRESENTLY APPROPRIATED FOR THE CITY SHARE OF THE STREET WORK. ADDITIONAL APPROPRIATIONS TO SET UP THE COUNTY SHARE OF THE WORKS TO PROVIDE FOR LOWERING OF THE WATER LINES AND TO ADJUST THE STREET WORK APPROPR IAT ION$ WILL BE NEEDED. SUFFICIENT 186.1 GAS TAX AND WATER FUNDS ARE AVAILABLE FOR THE ADDITIONAL WORK REQUIRED. A BUDGET AMENDMENT 13 BEING SUBMITTED FOR COUNCIL CONSIDERATION. A COOPERATIVE AGREEMENT WITH THE COUNTY OF ORANGE PROVIDING COUNTY FUNDS TO FINANCE ALL STREET WORK IN THE COUNTY WAS APPROVED BY THE COUNCIL ON MARCH 13$ 1967. THE RIGHT —OF —NAY FOR THE PROJECT IS BEING DONATED BY THE IRVINE COMPANY IN RETURN FOR THE-CONSTRUCTION BY THE CITY OF ALL CURB TO .CURB STREET IMPROVEMENTS WHICH ARE`RORMALLY THE OBLIGATION OF AD- JACENT PROPERTY. OWNERS. B. IMPROVEMENT OF 16TH STREET FROM. IRVINE AVENUE -.'TO DOVER DRIVE THE TOTAL ESTIMATED COST OF -THE PROJECTS INCLUDING ENGINEERING 15 $8$000. FINANCING WILL BE AS FOLLOWS: e SOURCE ESTIMATED COST CITY (SECTION 186.1 GAS TAX) #28$500 ACCT. 119-3344 -( ) CITY (WATER FUND) 6$000 ACCT. 1150- 9297 -041 COUNTY j3$5OO ACCT. 126- 3344 -( ) 4620000 THIS PROJECT WAS ORIGINALLY BUDGETED FOR FINANCING WITH SECTION 2107 GAS TAX . rUNDS. IT NOW APPEARS THAT THE USE OF SECTION 186.1 GAS TAX FUNDS RATHER THAN SECTION 2107 FUNDS MOULD SIMPLIFY THE ADMINISTRATION OF THE COMBINED PROJECT BECAUSE OF DIFFERENCES IN THE REPORTING PROCEDURES.. WE THEREFORE RECOMMEND THE USE OF SECTION 186.1 GAS TAX FUNDS FOR THE ELIGIBLE PORTIONS OF THIS PROJECT. THE 2107 FUNDS WILL THEN BE REBUDGETED FOR USE WITH THE FY 1967 -68 ARTERIAL HIGHWAY FINANCING PROGRAM PROJECT WHICH WAS APPROVED BY THE COUNCIL ON DECEMBER I2$ 1966. TWENTY -FIVE THOUSAND DOLLARS IS PRESENTLY APPROPRIATED FOR THE CITY SHARE OF THE STREET WORK. ADDITIONAL APPROPRIATIONS TO SET UP THE COUNTY SHARE OF THE WORKS TO PROVIDE FOR LOWERING OF THE WATER LINES AND TO ADJUST THE STREET WORK APPROPR IAT ION$ WILL BE NEEDED. SUFFICIENT 186.1 GAS TAX AND WATER FUNDS ARE AVAILABLE FOR THE ADDITIONAL WORK REQUIRED. A BUDGET AMENDMENT 13 BEING SUBMITTED FOR COUNCIL CONSIDERATION. A COOPERATIVE AGREEMENT WITH THE COUNTY OF ORANGE PROVIDING COUNTY FUNDS TO FINANCE ALL STREET WORK IN THE COUNTY WAS APPROVED BY THE COUNCIL ON MARCH 13$ 1967. THE RIGHT —OF —NAY FOR THE PROJECT IS BEING DONATED BY THE IRVINE COMPANY IN RETURN FOR THE-CONSTRUCTION BY THE CITY OF ALL CURB TO .CURB STREET IMPROVEMENTS WHICH ARE`RORMALLY THE OBLIGATION OF AD- JACENT PROPERTY. OWNERS. B. IMPROVEMENT OF 16TH STREET FROM. IRVINE AVENUE -.'TO DOVER DRIVE THE TOTAL ESTIMATED COST OF -THE PROJECTS INCLUDING ENGINEERING 15 $8$000. FINANCING WILL BE AS FOLLOWS: e SUBJECTS CONTRACT (083 PAGE 3 SOURCE CITY (SECTION 186.1 GAS TAX) ACCT. #19- 3379 -038 CITY (STORM DRAIN WORK) ACCT. #02- 3497 -133 CITY (WATER FUND) ACCT. 150- 9297-041 SCHOOL DISTRICT AccT. #26- 3379 -( ) CITY OF COSTA MESA ACCT. #26- 3379 -( ) TOTAL 0 ESTIMATED AMOUNT ADD'L FUNDS COST BUDGETED REQUIRED $23..672 $259000 $ (1,328) 26,328 68,000 $(41,672) 1,000 0 12000 23000 0 23,000 14,000 0 14 000 SUOU T93,000 5,000 COOPERATIVE AGREEMENTS HAVE BEEN EXECUTED WITH THE CITY OF COSTA MESA AND WITH THE NEWPORT —MESA UNIFIED SCHOOL DISTRICT TO COVER CONSTRUCTION OF ITEMS IN THE 16TH STREET/IRVINE AVENUE INTER- SECTION AND ADJACENT TO THE HIGH SCHOOL. WATER FUNDS ARE REQUIRED FOR THE CONSTRUCTION OF AN EXTENSION TO THE EXISTING MAIN IN IRVINE AVENUE TO ALLOW FUTURE SERVICE TO THE UNDEVELOPED AREA NORTHERLY OF 16TH STREET WITHOUT CUTTING NEW PAVEMENT IN THE FUN RE. SUFFICIENT FUNDS ARE AVAILABLE. A BUDGET AMENDMENT IS BEING SUB- MITTED FOR COUNCIL CONSIDERATION, COVERING THE WATER FUND WORK AND SETTING UP THE COSTA MESA AND SCHOOL DISTRICT SHARES OF THE WORK. THE SPECIFICATIONS FOR THIS PORTION OF THE PROJECT PROVIDE THAT ALL WORK IN 16TH STREET MUST BE COMPLETED DURING THE SCHOOL VACATION PERIOD. IN ORDER TO FACILITATE THE CONSTRUCTION, 16TH STREET BE- TWEEN -IRVINE AVENUE AND SEA GULL LANE MAY BE CLOSED TO THROUGH TRAFFIC FOR PORTIONS OF THE PERIOD FROM JUNE.15 TO SEPTEMBER 15. C. IMPROVEMENT OF PLACENTIA AVENUE AT PRODUCTION PLACE THE TOTAL ESTIMATED COST OF THE PROJECT IS 23,500. OF THIS, WORK WITHIN THE COUNTY, TOTALING APPROXIMATELY $11,500o WILL BE FINANCED BY ORANGE COUNTY ACCORDING TO THE TERMS OF COOPERATIVE AGREEMENT APPROVED BY THE COUNCIL ON NOVEMBER 28, 1966. ELEVEN THOUSAND, FIVE HUNDRED DOLLARS WILL BE FUNDED FROM SECTION 186:1 GAS TAX FUNDS. FUNDS IN THE AMOUNT OF $6,000 ARE PRESENTLY INCLUDED IN'THE BUDGET. A BUDGET AMENDMENT IS BEING PRESENTED FOR COUNCIL CONSID- ERATION. SUFFICIENT UNAPPROPRIATED GAS TAX,FUMOS ARE AVAILABLE. AN ADDITIONAL $500 HAS BEEN DEPOSITED BY AN ADJACENT PROPERTY OWNER FOR CONSTRUCTION OF CURB, GUTTER AND A DRIVE. APPROACH. THE ORIGINAL BUDGET WAS PREPARED BASED ON MINIMAL RECONSTRUCTION. RAPID DETERIORATION OF THE STREET NOW DICTATES THAT THE STREET BE COMPLETELY RECONSTRUCTED. r � , SObJECTi CONTRACT 1083 PAGE 4 D. 0 0 THE TOTAL ESTIMATED COST OF .THESE GENERAL FUND PROJECTS IS $57,000. FUNDS IN THE AMOUNT OF $676000 ARE AVAILABLE IN ACCOUNT NUMBERS 02-3397 -146, 02- 3397 -151, AND 02- 3397 -166. Two of THE PROJECTS WERE BID BELOW THE AMOUNT BUDGETED. THE BID FOR THE THIRD, THE SANTIAGO/NOTTINGHAM SUBDRAIN, EXCEEDED THE BUDGETED AMOUNT DY APPROXIMATELY $30000. THIS APPARENTLY, WAS THE RESULT OF SID UNBALANCING BY THE CONTRACTOR. SINCE THE OVERALL COST OF THE THREE PROJECTS REPRESENTS A BUDGETARY SAVING OF APPROXIMATELY *10P000, IT IS PROPOSED TO MAKE UP THE DIFFERENCE IN THE SUBDRAIN BUDGET FROM THE EXCESS. . THE ESTIMATED 6OMPLETION DATE FOR.ALL CONSTRUCTION IS OCTOBER 151 1967• HTCiNAJ VLIN DIRECTOR ATTEST TO OPENING OF BIDS 4 C• /orS APRIL 243 1967 I -6 TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: FISCAL YEAR 1966 -67 COMBINED STREET IMPROVEMENTS., CONTRACT 9083 RECOMMENDATIONS: I. APPROVE THE PLANS AND SPECIFICATIONS. 2. AUTHORIZE THE CITY CLERK TO ADVERTISE FOR BIDS TO BE OPENED AT 11 :00 A.M. ON JUNE 5., 1967. DISCUSSION: THIS CONTRACT WILL INCLUDE THE CONSTRUCTION OF SIX PROJECTS WHICH WERE LISTED SEPARATELY IN THE FY 6667 CAPITAL PROJECTS BUDGET. THE PROJECTS ARE BEING COMBINED INTO ONE CONTRACT TO TAKE ADVANTAGE OF THE LOW UNIT PRICES WHICH GENERALLY ACCOMPANY CONSTRUCTION IN LARGE QUANTITIES. THE COMBINATION 'SHOULD ALSO RESULT IN REDUCED ADMINISTRATIVE COSTS AS A RESULT OF THE ELIMINATION OF FIVE ADDITIONAL SEPARATE CONTRACTS. EACH PROJECT WILL BE SUBTOTALED SEPARATELY, HOWEVER$ THE CONTRACT WILL BE AWARDED BASED ON THE TOTAL PRICE BID FOR THE ENTIRE PACKAGE. THE COMBINED CONTRACT WILL INCLUDE: A. THIS PROJECT WILL PROVIDE FOR THE CONSTRUCTION OF THE FIRST ONE - HALF OF A FOUR LANE DIVIDED EXTENSION TO IRVINE AVENUE., ELIMINATING THE TWO RIOMT -ANGLE TURNS AT SANTA ISABEL. A CUL -DE -SAC WILL BE C4X$TRUCTED ON TUSTIN AVENUE SOUTHERLY OF THE MERGING POINT OF THE NEW ROADWAY WITH TUSTIN AVENUE. THE SECOND HALF OF THE IMPROVEMENT MILL BE BUDGETED FOR CONSTRUCTION IN FY 67 -68. THE CONSTRUCTION OF 'PHE ROADWAY WILL REQUIRE LOWERING OF APPROXI- MATELY 285 FEET OF EXISTING WATER MAIN IN ORDER TO MAINTAIN ADEQUATE EARTH COVER OVER THE LINE. THIS WAS NOT EXPECTED WHEN THE ORIGINAL BUDGET WAS PREPARED. THE TOTAL ESTIMATED COST OF THE PRO- JECT, INCLUDING ENGINEERING., IS $48 .,ODO. FINANCING WILL BE PRO- VIDED AS FOLLOWS: I. APPROVED BY CITY COUNCIL DATE APR 2 4 1967 ' SUBJECT& CONTRACT 10 PAGE 2 SOURCE ESTIMATED COST CITY (SECTION 186.1 GAS TAX) $28,500 ACCT. 119- 3344 -( ) CITY (WATER FUND) 6$oo0 ACCT. #50- 9297-041 COUNTY ACCT. #26- 3344 -( ) 13$500 $000 THIS PROJECT WAS ORIGINALLY BUDGETED FOR FINANCING WITH SECTION 2107 GAS TAX FUNDS. IT NOW APPEARS THAT THE USE OF SECTION 186.1 GAS TAX FUNDS RATHER THAN SECTION 2107 FUNDS WOULD SIMPLIFY ADMINISTRATION OF THE COMBINED PROJECT BECAUSE OF DIFFERENCESIN THE REPORTING PROCEDURES. WE THEREFORE RECOMMEND THE USE OF SECTION 186.1 GAS TAX FUNDS FOR THE ELIGIBLE PORTIONS OF THIS PROJECT. THE 2IO7.FUNDS WILL THEN BE REBUDGETED FOR USE WITH THE FY 1967.68 ARTERIAL HIGHWAY FINANCING PROGRAM PROJECT WHICH WAS APPROVED BY THE COUNCIL ON DECEMBER 12$ 1966. THE SUM OF $25 .,000 IS PRESENTLY APPROPRIATED FOR THE CITY SHARE OF THE STREET WORK. ADDITIONAL APPROPRIATIONS TO SET UP THE COUNTY SHARE OF THE WORK; TO PROVIDE FOR LOWERING OF THE WATER LINE; AND., IF NECESSARY., TO ADJUST THE STREET WORK APPROPRIATION WILL BE NEEDED. SUFFICIENT 186.1 GAS TAX AND WATER FUNDS ARE AVAILABLE FOR THE ADDITIONAL WORK REQUIRED. A BUDGET AMENDMENT WILL BE SUBMITTED FOR COUNCIL CONSIDERATION UPON RECEIPT OF BIDS WHEN SPECIFIC FUNDING REQUIREMENTS ARE KNOWN. A COOPERATIVE AGREEMENT WITH THE COUNTY OF ORANGE PROVIDING COUNTY FUNDS TO FINANCE.ALL STREET WORK IN THE COUNTY WAS APPROVED BY THE COUNCIL ON MARCH 139 1967- S. IMPROVEMENT OF 16TH STREET FROM IRVINE AVENUE TO DOVER DRIVE THIS PROJECT 'W ILL PROVIDE FOR THE RECONSTRUCTION OF 16TH STREET AND THE INSTALLATION OF A STORM DRAIN FROM IRVINE AVENUE TO SEA GULL LANE. CATCH BASINS WILL BE INSTALLED AT THE 16TH STREET /IRVINE AVENUE INTERSECTION. IN ADDITION $ THE STREET WILL BE WIDENED ON THE SOUTHERLY SIDE FROM IRVINE AVENUE TO DOVER DRIVE. RIGHT -OF -WAY FOR THE WIDENING HAS BEEN RECEIVED FROM THE SCHOOL DISTRICT BETWEEN IRVINE AVENUE AND SEA GULL LANE. A 12 -FOOT EASEMENT IS NOW BEING PROCESSED FOR THE WIDENING BETWEEN SEA GULL LANE AND DOVER DRIVE. THIS WILL BE SUBMITTED TO THE COUNCIL FOR ACCEPTANCE PRIOR TO AWARD OF THE CONTRACT. . SUBJECTS CONTRACT 1083 PAGE 3 THE TOTAL ESTIMATED COST OF THE PROJECT, INCLUDING ENGINEERING IS 104,000. FINANCING WILL BE AS FOLLOWS: ' ESTIMATED AMOUNT ADD'L FUNDS SOURCE COST BUDGETED REQUIRED CITY (SECTION 186.1 GAS TAX) AccT. #19- 3379 -038 $23,950 $25,000 $ (1,050) CITY (STORM DRAIN WORK) AccT. #02- 3497 -133 42,000 68,000 (26,000) CITY (WATER FUND) ACCT. #50- 9297 -041 1,050 0 1,050 SCHOOL DISTRICT AccT. #26- 3379 -( ) 23,000 0 23,000 CITY OF COSTA MESA AcCT. #26- 3379 -( ) TOTAL 14 000 $1093$ 0 oOOO 14 000 F11,000 COOPERATIVE AGREEMENTS HAVE' BEEN EXECUTED WITH THE CITY OF COSTA MESA AND WITH THE NEWPORT -MESA UNIFIED SCHOOL DISTRICT TO COVER CONSTRUCTION OF ITEMSIN THE 16TH STREET/IRVINE AVENUE INTERSECTION AND ADJACENT TO THE HIaN SCHOOL. WATER FUNDS ARE REQUIRED FOR THE CONSTRUCTION OF AN EXTENSION TO THE EXISTING MAIN IN IRVINE AVENUE TO ALLOW FUTURE SERVICE TO THE UNDEVELOPED AREA NORTHERLY OF 16TN STREET WITHOUT CUTTING NEW PAVEMENT IN THE FUTURE. SUFFICIENT FUNDS ARE AVAILABLE. WHEN BIDS ARE RECEIVED, -A BUDGET AMENDMENT WILL BE SUBMITTED FOR COUNCIL CONSIDERATION, COVERING THE WATER FUND WORK AND SETTING UP THE COSTA MESA AND SCHOOL DISTRICT SHARES OF THE WORK. THE SPECIF.ICATIONS FOR THIS PORTION OF THE PROJECT PROVIDE THAT ALL WORK IM 16TN STREET MUST BE COMPLETED DURING THE SCHOOL VACATI.ON PERIOD. C. IMPROVEMENT OF PLACENTIA AVENUE AT PRODUCTION PLACE PLACENTIA AVENUE WILL BE RECONSTRUCTED FROM APPROXIMATELY 300 FEET NORTHERLY OF 155TH STREET TO THE NORTHERLY CITY BOUNDARY. FOUR TRAVEL LANES PLUS TWO PARKING LANES WILL BE CONSTRUCTED ALONG THE COUNTY PORTION WHERE A FULL 80 FEET OF RIGHT -OF -WAY IS AVAILABLE. WITHIN THE CITY ONLY 70 FEET OF RIGHT -OF -MAY IS AVAILABLE, AND ONLY THREE LANES OF PAVING WILL BE CONSTRUCTED AT THIS TIME. SINCE COSTA MESA DOES NOT PLAN TO A MPROVE PLACENTIA AVENUE NORTH OF THE COTY, BEYOND THE TWO TRAVEL LANES PRESENTLY AVAILABLE, FOR SEVERAL YEARS, IT IS NOT CONSIDERED DESIRABLE TO ACQUIRE ADDITIONAL RIGHT -OF -WAY IN THE CITY AT THIS TIME. THE STREET WILL BE STRIPED TO PROVIDE TWO LANES SOUTHBOUND AND ONE LANE NORTHBOUND IN CONSONANCE WITH ADJACENT IMPROVEMENTS. 0 SUBJECT: CONTRACT 1083 PAGE 4 THE ESTIMATED COST OF THE PROJECT IS $23 ;500." OF THIS1 ALL WORK WITHIN THE COUNTY$ TOTALING APPROXIMATELY $1115001 WILL BE FINANCED BY ORANGE COUNTY ACCORDING TO THE TERMS OF A COOPERATIVE AGREEMENT APPROVED BY THE COUNCIL ON NOVEMBER 28 1966. TmE REMAINING $121000 WILL BE FUNDED FROM SECTION 18 .1 GAS TAX FUNDS. FUNDS IN THE AMOUNT OF $61000 ARE PRESENTLY INCLUDED IN THE BUDGET. A BUDGET AMENDMENT WILL BE PRESENTED FOR COUNCIL CONSIDERATION UPON RECEIPT OF BIDS. SUFFICIENT UNAPPROPRIATED GAS TAX FUNDS ARE AVAILABLE. THE ORIGINAL BUDGET WAS PREPARED BASED ON MINIMAL RECONSTRUCTION - RAPID DETERIORATION OF THE STREET NOW.DICTATES THAT THE STREET BE COMPLETELY RECONSTRUCTED. D. RECONSTRUCTION OF STREETS IN ANNIVERSARY ESTATES E. THE EXISTING STREETS IN THIS TRACT ARE GENERALLY IN VERY POOR CON- DITION. THIS PROJECT WILL ALLOW COMPLETE RECONSTRUCTION OF THE MAJORITY OF THE STREETS AND RESURFACING OF THE REMAINDER. Two CATCH BASINS WILL BE CONSTRUCTED TO-IMPROVE THE DRAINAGE. THE ESTIMATED COST OF THE PROJECTS INCLUDING ENGINEERING ;IS $09000§ $519000 IS PRESENTLY AVAILABLE IN ACCOUNT #02- 3397 -146. THE COST OF THIS WORK WAS REDUCED CONSIDERABLY FROM THE ORIGINAL ESTIMATE BECAUSE SOILS TESTS DISCLOSED A MORE ECONOMICAL METHOD OF COM- STRUCTICN,UTILIZING LIME TREATED SUBBASE; WAS FEASIBLE. INVESTIGATION OF PAVEMENT FAILURES AT THE INTERSECTION OF SANTIAGO DRIVE AND NOTTINGHAM ROAD HAS DISCLOSED THAT CONSIDERABLE SUBSURFACE WATER IS REACHING THE INTERSECTION AND IS SATURATING THE SUBGRADE; CAUSING FAILURES. IT IS FELT THAT THE BEST METHOD OF CORRECTING THE PROBLEM IS TO EXTEND AN EXISTING SUBDRAIN IN SANTIAGO APPROXI- MATELY 250 FEET TO NOTTINHAM ROAD AND THENCE NORTHWESTERLY ON NOTTINGHAM APPROXIMATELY 100 FEET. A SIMILAR SUBDRAIN WAS INSTALLED IN IRVINE AVENUE SOUTHERLY OF 23RD STREET SEVERAL YEARS AGO; AND HAS PROVEN TO BE VERY EFFECTIVE. INFORMAL-SIDS WERE RECEIVED FOR THIS PROJECT ON FEBRUARY 21 1967. THE LOW BID WAS $6,286.18. THIS EXCEEDED THE LIMIT ESTABLISHED FOR INFORMAL CONTRACTS AND NO AWARD WAS MADE. THE PROJECT IS BEING INCLUDED IN THIS COMBINED CONTRACT IN ORDER TO TAKE ADVANTAGE OF ANY POSSIBLE SAVINGS WHICH MAY RESULT. FUNDS IN THE AMOUNT OF $41000 ARE AVAILABLE ,IN ACCOUNT #02- 3397-166. A BUDGET AMENDMENT WILL BE SUBMITTED FOR COUNCIL CONSIDERATION IF THE BID RECEIVED FOR THE PROJECT EXCEEDS THE AMOUNT AVAILABLE. F. IMPROVEMENT TO CLIFF DRIVE THIS PROJECT INCLUDES PATCHING AND RESURFACING OF 500 FEET OF THE ROAD IN THE,VICINITY OF BEACON AND SAN, BERNARDINO STREETS. CURB SUBJECT: CONTRACT 1083 PAGE 5 AND GUTTER WILL BE CONSTRUCTED FOR 400 FEET ADJACENT TO THE PARK AND THE ROAD WIDENED UNIFORMLY AROUND THE CURVE BETWEEN BEACON AND SAN BERNARDINO STREETS. A NEW CATCH BASIN AND OUTLET PIPE WILL BE BUILT TO HANDLE THE STORM WATER RUNOFF. BROKEN CURBS AND AN ALLEY APPROACH WILL ALSO BE REBUILT. THE ESTIMATED COST OF THE PROJECT IS $10,000. FUNDS IN THE AMOUNT OF $120000 ARE PRESENTLY AVAILABLE IN ACCOUNT #02- 3397 -151. THE.ESTIMATED COMPLETION DATE FOR ALL WORK IS OCTOBER 15, 69670 THE ESTIMATED CONSTRUCTION COST FOR ALL WORK IN THE CONTRACT IS $213,000. THE TOTAL ESTIMATED COST, INCLUDING ALL ENGINEER, SURVEYING, SOILS TESTING, ETC. IS $2314,000. EPH DEVLIM LIC WO KS DIRECTOR HTC :NAJ r� 0 CITY OF NEWPORT BEACH I CALIFORNIA City Hall 3300 W. Newport Blvd Area Code 714 673 -2110 13, 1967 emI /rITM CWAW ►.0. $a 395 C011TA OkU# CALIrOUTA SUBJECT: ro"At. Ttm 1,66 -67 Camanco smey hwasu aaTs 4-1093) GENTLEMEN: ENCLOSED ARE FIVE COPIES OF THE .CONTRACT DOCUMENTS FOR THE CONSTRUCTION OF THE SUBJECT PROJECT. ACTION AWARDING THIS CONTRACT TO YOU WAS TAKEN BY THE CITY COUNCIL ON JOK 120 19670 IT WILL BE NECESSARY FOR YOU TO EXECUTE THE LABOR AND MATERIAL BOND, PERFORMANCE BOND, AND THE CONTRACT. THE DATE OF THE CONTRACT IS TO BE LEFT BLANK, AND IT WILL BE FILLED IN WHEN THE CITY EXECUTES THE AGREE- MENT, THE CONTRACT DOCUMENTS WILL BE DISTRIBUTED AS FOLLOWS: (1) CITY CLERK, (2) PUBLIC WORKS DEPARTMENT, (3) CONTRACTOR, (4) BONDING.COMPANY, AND -s (5) CITY FINANCE DEPARTMENT. IN ADDITION TO THE ABOVE DOCUMENTS, PLEASE SUBMIT CERTIFICATES FOR PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AND WORKMEN'S COMPENSA- TION INSURANCE. THE FOLLOWING INSURANCE REQUIREMENTS MUST BE STRICTLY FOLLOWED: 1. THE CITY OF NEWPORT BEACH IS TO BE NAMED AS AN ADDITIONAL AS- SURED ON THE PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE. 2. THE LIMIT OF THE INSURANCE SHALL BE AS FOLLOWS: A. LIMIT.OF LIABILITY FOR INJURY OR ACCIDENTAL DEATH: ONE PERSON ONE ACCIDENT $100,000.00 $300,000.00 B. LIMIT OF LIABILITY FOR PROPERTY DAMAGE: ONE ACCIDENT $ 251000.00 AGGREGATE LIABILITY FOR LOSS $ 50,000.00 PAGE 'L. 3. THE POLICIES SHALL BE ENDORSED AS FOLLOWS: "IT IS HEREBY UNDERSTOOD AND AGREED THAT THE POLICY TO WHICH THIS CERTIFICATE REFERS MAY NOT BE CANCELLED] MATERIALLY CHANGED y NOR THE AMOUNT OF COVERAGE THEREOF REDUCED, NOR THE POLICY ALLOWED TO LAPSE UNTIL TEN (10) DAYS AFTER RECEIPT BY THE CITY CLERK OF THE CITY OF NEWPORT BEACH, CITY HALL, NEW- PORT BEACH CALIFORNIA, OF A REGISTERED WRITTEN NOTICE OF SUCH CANCELLATION OR REDUCTION IN COVERAGE." PLEASE SUBMIT YOUR PROPOSED STARTING DATE IN ORDER THAT WE MAY PLAN OUR IN- SPECTION SCHEDULE. THE SPECIFICATIONS REQUIRE THAT ALL OF THE ABOVE DOCUMENTS BE RETURNED TO THE CITY WITHIN 1O DAYS AFTER THEY HAVE BEEN MAILED TO YOU. VERY TRULY YOURS wiwtn IN cow p"AcT EIIYIKta C61 PAt11iQ Immosim C9. *0 WILt111Qt 11NUVAM L*A. +j, CALirsom1A a" Evem CONTRACT NO. 1083 CITY OF NEWPORT BEACH CONTRACT DOCUMENTS FOR FISCAL YEAR 1966 -67 COMBINED STREET IMPROVEMENTS APPROVED BY THE CITY COUNCIL ON THIS 24TH DAY OF APRILy 1967 LAURA LAGIOS, SOY CLERK A ;r` PAGE 1 -A (SHEET I OF Z) CITY OF NEWPORT BEACH, CALIFORNIA NOTICE INVITING BIDS SEALED BIDS WILL BE RECEIVED'AT THE OFFICE OF THE CITY -CLERK] CITY HALLS NEWPORT BEACHS CALIFORNIAS UNTIL 11:00 A.M.., ON THE FIFTH DAY OF JUNES 19675 AT WHICH TIME THEY WILL BE OPENED AND READS FOR PERFORMING WORK AS FOLLOWS: FISCAL YEAR 1966 -67 COMBINED STREET IMPROVEMENTS CONTRACT 1083 NO BID WILL BE RECEIVED UNLESS IT IS MADE. ON A PROPOSAL FORM FURNISHED BY THE PUBLIC WORKS DEPARTMENT. EACH BID MUST BE ACCOMPANIED BY CASHS CERTIFIED CHECK OR BIDDER'S BOND MADE PAYABLE TO THE CITY OF NEWPORT BEACH, FOR AN AMOUNT EQUAL TO AT LEAST 10 PERCENT OF THE AMOUNT BID. THE DOCUMENTS INCLUDED WITHIN THE SEALED .BIDS WHICH REQUIRE COMPLETION AND EXECUTION ARE THE FOLLOWING: I. - PROPOSAL Z. PAGE 3 ^ DESIGNATION OF SUB - CONTRACTORS e PAGE 4 BIDDER's BOND j} PAGE 9 NON- COLLUSION AFFIDAVIT 5. PAGE IO ^ CONTRACTORS FINANCIAL STATUS THE DOCUMENTS SHALL BE AFFIXED WITH THE APPROPRIATE SIGNATURES AND TITLES OF THE PERSONS SIGNING ON BEHALF OF THE BIDDER., FOR CORPORATIONS, THE SIGNATURES OF THE PRESIDENT OR VICE PRESIDENT AND SECRETARY OR ASSISTANT SECRETARY ARE REQUIRED AND THE CORPORATE SEAL SHALL BE AFFIXED TO ALL DOCUMENTS REQUIRING SIGNATURES. IN THE CASE OF A PARTNERSHIPS THE SIGNATURE OF AT LEAST ONE GENERAL PARTNER IS REQUIRED. ALL BIDS ARE TO BE COMPARED ON THE BASIS OF THE ENGINEERS ESTIMATE. THE ESTIMATED QUANTITIES ARE APPROXIMATE ONLY, BEING GIVEN SOLELY AS A BASIS FOR THE COMPARISON OF BIDS. NO BID 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. THE CON- TRACTOR SHALL STATE HIS LICENSE NUMBER AND CLASSIFICATION IN THE PROPOSAL. PLANS, SPECIAL PROVISIONS, AND CONTRACT DOCIMENTS MAY BE OBTAINED AT THE PUBLIC WORKS DEPARTMENT, CITY HALL, NEWPORT BEACH, CALIFORNIA, AT NO COST TO LICENSED CONTRACTORS. A NON - REFUNDABLE CHARGE OF $2.00 WILL'BE REQUIRED FOR EACH SET OF PLANS, SPECIAL PRO- VISIONS, AND CONTRACT DOCUMENTS FOR OTHERS THAN LICENSED CONTRACTORS. IT IS REQUESTED THAT THE PLANS AND SPECIAL PROVISIONS BE RETURNED WITHIN Z WEEKS AFTER THE BID OPENING. A NON- REFUNDABLE CHARGE OF $2.00 WILL BE REQUIRED FOR EACH SET OF CITY OF NEWPORT BEACH STANDARD SPECIFICATIONS. THE CITY OF NEWPORT BEACH RESERVES THE RIGHT TO REJECT ANY OR ALL BIDS AND TO WAIVE ANY INFORMALITY IN SUCH BIDS. IN ACCORDANCE WITH THE PROVISIONS OF SECTION 1770 OF THE LABCR 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 AN IS SET FORTH IN RESOLUTION NO. 6519. A COPY OF SAID RESOLUTION IS AVAILABLE IN THE OFFICE OF THE CITY CLERK IN THE CITY OF NEWPORT BEACH. P91 B THE FOLLOWING IS THE SCHEDULE OF PREVAILING WAGE RATES, 1966 -67, FOR A SELECTIVE LIST OF CLASSIFICATIONS. TOGETHER WITH THE INFORMATION INCLUDED IN RESOLUTION NO. 6519 9 THIS SCHEDULE IS TO BE CONSIDERED A PART OF THESE CONTRACT SPECIFICATIONS. PREVAILING WAGE RATES - 1966 -67 CLASSIFICATION (SELECTIVE: LISTING), (5/p1/66) (5h/671 CARPENTERS 4.83 0�, CEMENT MASON JOURNEYMAN 4.66 4.84 LABORERS GENERAL OR CONSTRUCTION 3.70 43.85 ASPHALT RAKER & IRONER 3.91 .06 FLAGMAN 3.700 3.85 GUINEA CHASER 78 9 LAYING OF ALL NON - METALLIC PIPE �.01 �.19 TUNNEL CLASSIFICATIONS VIBRATORMAN, JACK HAMMER, PNEUMATIC TOOLS, (EXCEPT DRILLER) 4.315 4.444 OPERATING ENGINEERS (7/l/ 566 ) (7/l/6 OILER AND SIGNALMAN (GROUP 1) 53 SKIPLOADER (LESS 3/4 YD.) GROUP 2) 4.922 4.77 RODMAN AND CHAINMAN (GROUP..3): 4.806 5.01 INSTRUMENTMAN (GROUP 4) 4.9y7 5.12 GRADE CHECKER (GROUP 5) 5.10 5.31 PAVEMENT - BREAKER OPERATOR (jj(GROUP 5) 5.16 5. 31 GRADE -ALL OPERATOR (GROUP O) 5.26 5.41 TEAMSTERS NNW 66 1 67) DUMP TRUCK DRIVER (LESS THAN 4 YDS) •35 4.50 WATER TRUCK DRIVER 2500 GAL. TO 4000 GAL.) 4.53 4.68 BUILDING AND CONSTRUCTION TRADES (5/1/66) (F Z1 6 BRICKLAYER & STONE MASON 15 5.15 ELECTRICIAN 1 66 1 6 ) JOURNEYMAN WIREMAN •11 .� (4/28/66) LATHER PAINTERS (7/1766) i 6 ) JOURNEYMAN - SPRAY 5.22 5.33 PIPE TRADES PLUMBER 5.55 5.64 ANY CLASSIFICATION OMITTED HEREIN SHALL BE THE PREVAILING CRAFT RATE. OVERTIME, SUNDAY AND HOLIDAY RATES ARE AT PREVAILING CRAFT RATES. CITY OF NEWPORT BEACH, CALIFORNIA LAURA LAGIOS, CITY CLERK t CITY OF NEWPORT BEACH FISCAL YEAR 1966 -67 COMBINED STREET IMPROVEMENTS CONTRACT 1083 PROPOSAL TO THE CITY COUNCIL CITY OF NEWPORT BEACH. 3300 NEWPORT BOULEVARD NEWPORT BEACH, CALIFORNIA GENTLEMEN: 0 THE UNDERSIGNED DECLARES THAT HE HAS CAREFULLY EXAMINED THE LOCATIONS OF THE WORK, HAS EXAMINED THE PLANS AND SPECIFICATIONS, HAS READ THE INFORMATION FOR BIDDERS AND HEREBY AGREES TO FURNISH ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION AND SERVICES TO DO ALL THE WORK REQUIRED TO COMPLETE CONTRACT 1053, FISCAL YEAR 1966 -67, COMBINED STREET IMPROVEMENTS, WHICH INCLUDES: 1. PROJECT 1083A - IMPROVEMENT AND EXTENSION OF IRVINE AVENUE AND TUSTIN AVENUE FROM SANTA ISABEL AVENUE,TO MONTE VISTA AVENUE. Z. PROJECT 10838 - IMPROVEMENT OF 16TH STREET FROM IRVINE AVENUE TO DOVER DRIVE. 3. PROJECT 10830 IMPROVEMENT OF PLACENTIA AVENUE AT PRODUCTION PLACE. 4. PROJECT I083G - RECONSTRUCTION OF STREETS IN TRACT 30659 ANNIVERSARY ESTATES. 5. PROJECT 1083H - CONSTRUCTION OF UNDERDRAIN AT SANTIAGO DRIVE AND NOTTINGHAM ROAD. 6. PROJECT '10831 - STREET IMPROVEMENTS IN CLIFF DRIVE. IN ALL STRICT CONFORMITY WITH THE PLANS AND SPECIFICATIONS AT THE FOLLOWING PRICES, TO WIT: s PROPOSAL FOR PROJECT 1083A THE IMPROVEMENT AND EXTENSION OF IRVINE AVENUE AND TUSTIN AVENUE FROM SANTA ISABEL AVENUE TO MONTE VISTA AVENUE ESTIMATED ITEM DESCRIPTION ITEM QUANTITY UNIT PRICE WRITTEN IN UNIT TOTAL NO. AND UNIT WORDS PRICE PRICE 9 5 .LUMP SUM EXCAVATION AND REMOVAL IN- CLUDING OFFSITE DISPOSAL OF EXCESS EARTH FIVE THOUSAND DOLLARS AND NO CENTS L.S. $50000000 LUMP SUM 440 LF TYPE "A" CURB AND GUTTER (6" CURB FACE) ® ONE DOLLARS AND SIXTY -FIVE CENTS I•65 1 7 26.00 PER LINEAL FOOT IO4O LF TYPE "A" CURB AND GUTTER (8" CURB FACE) @ ONE DOLLARS AND E•amTy CENTS 1.80 $ 1.872.00 PER LINEAL FOOT 975 LF CURB AND GUTTER (6" CURB FACE & 12" GUTTER) ONE DOLLARS AND FIFTY CENTS $, 1.50 $ 1.462.50 PER LINEAL FOOT PROPOSAL I OF 20 ESTIMATED ITEM DESCRIPTION ITEM QUANTITY, UNIT PRICE WRITTEN IN UNIT TOTAL NO. AND UNIT WORDS PRICE PRICE 7 855 TONS A E 1966 TONS 314o sr 9.1 30 TONS 10 625 SF ASPHALTIC CONCRETES INCLUDING PRIME, TACK COATS AND SEAL COAT SIX DOLLARS AND FORTY CENTS 6.40 $5,472.00 PER TON AGGREGATE BASE TWO DOLLARS AND SEVENTY CENTS '$_2.70 $ 513o8.20 PER TON LINE TREATED SUS -BASE (7��� U° Ne DOLLARS AND Fag= Fl _ CENTS $_0.140 _ $ 1,256.00 PER SQUARE ARD GRANULATED QUICKLIME TVEMTY -EIeMT DOLLARS AND N0 CENTS $_ 28.00 $8110.00 PER TON ..P.C.C. RESIDENTIAL DRIVEWAY APPROACH (6 0 Ne DOLLARS AND FICTY CENTS $ O.50 " $312.5^ PER SQUARE FOOT PROPOSAL - 2 OF 20 PROPOSAL :4 .; OF 20 ESTIMATED ITEM DESCRIPTION - ITEM QUANTITY UNIT PRICE WRITTEN UNIT TOTAL NO. AND UNIT IN WORDS PRICE PRICE 11 19,750 SF REMOVAL AND DISPOSAL OF, EXISTING ASPHALT PAVING - ® NO DOLLARS - - - AND THREE CENTS * 0.03 $ 592.50 PER SQUARE FOOL 13 :1 EACH - _ W -21 -R REFLECTOR PADDLES 0 TWENTY DOLLARS AND NO CENTS 20.00 20.00 PER EACH - ._20 .':' 2 EACH I.A.C.F.C.D. STD.1 REIN- . - FORCED CONCRETE CURB INLET CATCH BASIN (Wa3.59 . • - - ® SIX HUNDRED DOLLARS AND NO CENTS # 600.00 i 1,200.00 PER EACH 21 2 EACH L.A.C.F.C.D. STD. #3 REIN- ' - FORCED CONCRETE CURB INLET CATCH BASIN (W =4.0' AND Ww5.0') FIVE HUNDRED DOLLARS AND NO CENTS 500600 x.1,000.00 PER EACH 22 '2 EACH - STORM DRAIN REINFORCED CON- - CRETE JUNCTION CHAMBER FIVE HUNDRED FIFTY DOLLARS - AND ' NO CENTS $ 550.00 1,100.00 _ PER EACH 23 120 LF - CONSTRUCTION OF„GRADE TO - DRAIN DITCH 0 SIX DOLLARS AND NO CENTS 6.00 $720#00 PER LINEAL FOOT PROPOSAL :4 .; OF 20 ` ESTIMATED ,,UW QUANTITY NO. AND UNIT r 24 70 If 25 70 LF 26 110 LF 1; 27 235 LF i 1 • ITEM DESCRIPTION — UNIT PRICE WRITTEN UNIT TOTAL IN WORDS PRICE_ PRICE 15" REINFORCED CONCRETE PIPE 1200 D TEN DOLLARS AND NO' CENTS PER LINEAL FOOT 15" REINFORCED CONCRETE PIPE 2000 D TEN DOLLARS AND NO CENTS p PER LINEAL FOOT 18" REINFORCED CONCRETE PIPE 1000 D 0 ELEVEN DOLLARS AND NO CENTS PER LINEAL FOOT 21° REINFORCED CONCRETE PIPE 1000 D ® TWELVE DOLLARS AND No CENTS PER LINEAL FOOT s-10.00 #00.00 $ 10.00 $ 700.00 s 11.00 $ 1310.00 # 12.00 ;3.2,820.00 30,31 ' Lump SUM INSTALLATION OF ALL WATER do 32 SYSTEM IMPROVEMENTS.: ? @ FIVE THOUSAND SEVEN DOLLARS HU DRED AND NO CENTS # L.So $ 5.7OOoOO ' Lump SUM 40 11-EACH ADJUSTMENT OF EXISTING SEWER MANHOLES.TO PROPER. FINISHED STREET GRADE 0 FIFTY DOLLARS AND NO CENTS 50.00 $ 5D.00 PER EACH SUB- TOTALp ITEMS 1 THIRTY —EIGHT THOUSAND 1 THROUGH 40 SIXTY —ONE - DOLLARS + AND SEVENTY CENTS" # 38.,061-70 PROPOSAL — 4 OF 20 I PROPOSAL FOR PROJECT 1083B SIXTEENTH STREET IRVINE AVENUE TO DOVER DRIVE ESTIMATED ITEM DESCRIPTION— ITEM QUANTITY UNIT PRICE WRITTEN UNIT TOTAL NO. AND UNIT IN WORDS PR I.CE PR ME 101 LUMP SUM CLEARING AND GRUBBING ON 1.6TH STREET FROM IRVINE AVENUE TO DOVER DRIVE N. 103 104 107 noi 3042 3636 Cy 3o64 3218q TONS 1785 X1f" Toms ® SIX HUNDRED DOLLARS AND NO CENTS $ L.S. $ 600.00 LUMP SUM EXCAVATION ® ONE DOLLARS AND FIFTY CENTS PER CUBIC YARD AGGREGATE BASE ® Two DOLLARS AND FIFTY CENTS PER TON ASPHALT CONCRETE, INCLUDING PRIME, TACK, AND SEAL COATS, $ 1.50 $ 4s,563-OD $ 2.50 $ 7660.00 SIX DOLLARS AND TWENTY -FIVE CENTS $ 6.25 $ 11.156 g5 PER TON 786 LF REMOVE AND REPLACE CHAIN LINK FENCE ® ONE DOLLARS AND FORTY CENTS $ 1.40 $1.100.40 PER LINEAL FOOT LUMP SUM RELOCATE EXISTING FIRE HYDRANT ® SIX HUNDRED DOLLARS AND NO CENTS $ L_S_ • FiM_(n LUMP SUM PROPOSAL - 5 of 20 ITEM NO. ESTIMATED QUANTITY AND UNIT ITEM DESCRIPTION- - UNIT PRICE WRITTEN IN WORDS UNIT PRICE TOTAL PRICE 109 _ 1X>SKU RELOCATE EXISTING STREET LIGHT DELETE ® NO DOLLARS AND NO CENTS $ NO $ NO PER EACH 110 '1 EACH ADJUST EXISTING MANHOLE FRAME AND COVER ® FIFTY DOLLARS AND NO CENTS $ 50.00 $ 50.00 PER EACH 111 5 EACH ADJUST WATER MAIN GATE VALVE FRAME AND COVER ® THIRTY DOLLARS AND NO CENTS $ 30.00 $ 150.00 1534 ¢R EACH 112 .XT95T LF CONCRETE CURB AND GUTTER _ (S" CURB FACE/ ` ® ONE DOLLARS AND E �2'TY CENTS $ 1.50 $��71h1.20 PER LINEAL FOOT 113 76 LF CONCRETE CURB AND GUTTER . (6° CURB FACE) ® ONE DOLLARS AND EIGHTY CENTS $ 1.80 $ 136.80 PER LINEAL FOOT 9083 114 9911 SF CONCRETE SIDEWALK 0 NO DOLLARS AND THIRTY -FIVE CENTS $ 0.35 $ 3*179.05 PER SQUARE FOOT 711 115 936 SF CONCRETE DRIVE APPROACH NO DOLLARS AND FIFTY CENTS $ 0.50 $_355.50 PROPOSAL - 6 OF 20 . , ITEM NO. ESTIMATED QUANTITY AND UNIT ITEM DESCRIPTION - UNIT PRICE WRITTEN IN WORDS UNIT PRICE TOTAL PRICE 116 1525 LF 36" REINFORCED CONCRETE PIPE 1050 D ' @_SIXTEEN _ _ DOLLARS NO ' AND CENTS # 16.00 # 24,400.00 PER LINEAL FOOT 117 :PAA DELETE 30" REINFORCED CONCRETE PIPE 11.00 D @ NO DOLLARS AND NO CENTS $ NO # NO . . PER LINEAL FOOT 118 24 LF 24" REINFORCED CONCRETE PIPE 1500 D ® TNIRTEEN DOLLARS AND Nn CENTS # 13.00 $ 312.00 PER LINEAL FOOT 119 117 LF 18" REINFORCED CONCRETE PIPE 1800 D @ ELEVEN DOLLARS AND No CENTS $ 11.00 4 1.287.00 . PER LINEAL FOOT 120 2 EACH CONCRETE COLLAR, 18" RCP TO 36" RCP @ ONE HUNDRED DOLLARS AND No CENTS $ 100.00 $ 200.00 PER EACH 121.1 EACH CONCRETE COLLARV 36" RCP TO 42" RCP @ ONE HUNDRED FORTY DOLLARS AND NO CENTS # 140.00 # 140.00 PER EACH i PROPOSAL - 7 OF 20 125 1✓U7GMW DELETE CATCH BASIN (L.A.C.F.C.D. 2D -163) WITH LOCAL DEPRESSION (CITY OF N.B. STD. 301 -L) Wa10, ' 0 NO DOLLARS AND ESTIMATED ITEM DESCRIPTION — ' NO CENTS ITEM QUANTITY UNIT PRICE WRITTEN UNIT TOTAL NO. AND UNIT IN WORDS PRICE PRICE 2D -102) 122 1 EACH CATCH BASIN (L.A.C.F.C.D. . NO AND CENTS 2D -163) WITH LOCAL DEPRESSION X21}00.00 PER EACH (OR.CO.STD. 307) W-21' 127 LUM► SUM CONCRETE COLLAR AND 18^ CMP III TWENTY THREE HUNDRED DOLLARS ® -TWO HUNDRED AND AND NO CENTS 2.100.00 ; 2.300.00 CENTS . '. PER EACH LUMP SUN 123 1 EACH CATCH BASIN (L.A.C.F.C.D. PROPOSAL - 8 OF 20 I t 2D -163) WITH LOCAL DEPRESSION (OR.CO.STD. 307) W. =141 SEVENTEEN HUNDRED DOLLARS AND NO CENTS # 1.700.00 # 1,700.00 PER EACH 124 1 EACH CATCH BASIN (L.A- C.F•.C.D. 2D -163) WITH LOCAL DEPRESSION (OR.CO.STD. 307) W -V 0 ONE THOUSAND DOLLARS AND NO CENTS # I,000.00 #1,000.00 PER EACH 125 1✓U7GMW DELETE CATCH BASIN (L.A.C.F.C.D. 2D -163) WITH LOCAL DEPRESSION (CITY OF N.B. STD. 301 -L) Wa10, ' 0 NO DOLLARS AND ' NO CENTS ; NO NO PER EACH 1Z6. .4 EACH JUNCTION CHAM9ER (L.A.C.F.C.D. 2D -102) 0 SIX HUNDRED DOLLARS . NO AND CENTS 9600-00 X21}00.00 PER EACH 127 LUM► SUM CONCRETE COLLAR AND 18^ CMP 8 LF ® -TWO HUNDRED DOLLARS AND NO CENTS # 200.00 # 200.00 LUMP SUN PROPOSAL - 8 OF 20 I t PROPOSAL -9 OF 20 ESTIMATED ITEM DESCRIPTION — ITEM QUANTITY UNIT PRICE WRITTEN UNIT TOTAL NO., AND UNIT IN WORDS PRICE PRICE 128 357 LF CONSTRUCT ASPHALT1C CONCRETE BERM ® ONE DOLLARS AND NO CENTS # 1.00 357.00 PER LINEAL FOOT 129 Lump Sum 24 LF OF 12° VITRIFIED CLAY PIPE WITH PLUGGED ENDS III SIX HUNDRED DOLLARS AND NO CENTS L.S. 600.00 LUMP SUM ' 130 LUMP SUM 12" GATE VALVE$ 12 ° -45° CAST IRON ELBOW$ 12° CAP AND•451 -61' OF CLASS 150 -12° ABESTOS CEMENT PIPE e ONE THOUSAND DOLLARS AND No CENTS L.S. 11000.00 UMP SUM 131 Stwxly LIME TREATED SUB -BASE (6" THICK. 7663 Sy III No DOLLARS . FORTY C AND CENTS 0.40 ++ ♦ 31t45•20 PER SQUARE YARD 48.7 .132 zP TONS GRANULATED QUICKLIME 8 TWENTY -EIGHT DOLLARS AN NO CENTS 9 28100 # 11363.60 PER Tom SUB -TOTAL ITEMS SEVENTY -TWO THOUSAND 101 THROUGH 132 SEVEN HUNDRED SEVENTEEN DOLLARS AND NO CENTS - 721717 -00 PROPOSAL -9 OF 20 PROPOSAL FOR PROJECT 1083C IMPROVEMENT OF PLACENTIA AVENUE AT PRODUCTION PLACE ESTIMATED ITEM DESCRIPTION - ITEM QUANTITY UNIT PRICE WRITTEN UNIT TOTAL NO. AND UNIT IN WORDS PRICE PRICE 201 LUMP SUN EXCAVATION AND GRADING - ® TMENTY EIGHT / /,/",,&pDOLLARS AND NO CENTS L.S. # 2,800.00 . - - - LUMP SUN - - 202 INCLUDED IN BID ITEM NO. 201 - - - - - 203 INCLUDED IN BID ITEM NO. 201 - 2011 INCLUDED IN BID ITEM NO. 201 205 Lump SUM RELOCATE STREET LIGHT AND - - CONDUIT . _ - ® TMELVE HUNDRED DOLLARS AND NO CENTS # L.S. ; 10200.00 - - -- - LUMP SUN -. • - 206 LUMP SUM RELOCATE MISCELLANEOUS ' - STRUCTURES -- a FOUR HUNDRED EIGHTY DOLLARS AND NO CENTS # 1180.00 t 1180.00 - - UM► SUN 207 11,, 4 EACH ADJUST MANHOLES TO GRADE FIFTY DOLLARS - AND NO CENTS $ 50.00 = 200.00 - PER EACH . ,,8 p 20 1, 450 LF CONSTRUCT TYPE "A" CONCRETE CURB AND GUTTER - g ONE DOLLARS AND EIGHTY CENTS ; 1.80 # 810.00 PER LimeWL F00T PROPOSAL - 10 OF 20 ESTIMATED ITEM DESCRIPTION — ITEM QUANTITY UNIT PRICE WRITTEN UNIT TOTAL NO. AND UNIT IN WORDS PRICE PRICE 2092250 TONS CONSTRUCT AGGREGATE BASE ® THREE DOLLARS AND NO CENTS 3.00 # 6.750.00 PER TON 210 7OO TONS CONSTRUCT ASPHALTIC CON- . CRETE PAVEMENT ® SIX DOLLARS AND FIFTY CENTS 6.50 $ 4.550.00 PER TON 211, LUMP SUM CONSTRUCT CROSS GUTTER, ' SPANDRELS CURB RETURNS AND SIDEWALK SECTIONS ® SEVEN HUNDRED. DOLLARS AND NO CENTS s} L.S. >) 700.00 UMh SUM 212 INCLUDED IN BID ITEM NO. 211 213 2 EACH CONSTRUCT DRIVEWAY APPROACH (35° IN WIDTH) ONE HUNDRED FIFTY DOLLARS • AND .- NO CENTS # 150.00 300.00 PER EACH 214 1 EACH CONSTRUCT DRIVEWAY APPROACH . (201 IN WIDTH, 0 ONE HUNDRED DOLLARS AND NO CENTS 100.00 $ 100.00 PER EACH 215 LUMP SUM INSTALL STREET BARRICADE AND REFLECTORS ® •TWO HUNDRED DOLLARS AND NO CENTS # 200.00 200.00 'LUMP SUM SUB— TOTALI ITEMS EIGHTEEN THOUSAND 201 THROUGH 215 AND NINETY DOLLARS AND NO CENTS # 18.090.00 PROPOSAL - it OF 20 i ,. 1 WENTY EIQMT OLLARS AND NO CENTS # 28.00 3. 500.00 PER TON 603 :10,600 Sy LIME -TREAT SOIL THICK) 0 Nfl DOLLARS PROPOSAL FOR AND PROJECT 1083G FORTY ANNIVERSARY ESTATES STREET RECONSTRUCTION 0.40 ESTIMATED ITEM DESCRIPTION- - ITEM QUANITY UNIT PRICE WRITTEN UNIT TOTAL NO. AND UNIT IN WORDS PRICE PRICE 601 :LUMP SUM EXCAVATION III NO III TWENTY EIGHT HUNDRED DOLLARS AND FORTY AND CENTS NO CENTS $ L.S. 2.800.00 . LUMP SUM 602r'125 TONS GRANULATED QUICKLIME 605 :714 LF REMOVE AND REPLACE CONCRETE , WENTY EIQMT OLLARS AND NO CENTS # 28.00 3. 500.00 PER TON 603 :10,600 Sy LIME -TREAT SOIL THICK) 0 Nfl DOLLARS AND FORTY CENTS 0.40 $.4.240.00 - PER SQUARE YARD 604 .2800 SY LIME -TREAT SOIL (8^ THICK) III NO DOLLARS FORTY AND CENTS 0.110 (,120.00 PER SQUARE YARD 605 :714 LF REMOVE AND REPLACE CONCRETE , CURS AND GUTTER 0 THREE DOLLARS NO AND CENTS # 3.00 2,142.00 - PER LINEAL FOOT ' 606 2300 SF REMOVE AND REPLACE 4" CONCRETE SLABS NO DOLLARS ' EIGHTY AND ' CENTS 0-80 $ 1,840-oo, PER SQUARE FOOT PROPOSAL -12 OF 20 •� ITEM NO. ESTIMATED QUANTITY AND UNIT ITEM DESCRIPTION — UNIT PRICE WRITTEN IN WORDS UNIT PRICE TOTAL PRICE 6o7 1 EACH REMOVE AND REPLACE CONCRETE . CROSS- GUTTER .. EIGHT HUNDRED DOLLARS . AND NO CENTS ` * �•0 ` Y 8OO•O PER EACH ' 6o8 1 EACH CONSTRUCT DRAINAGE CATCH- . BASIN No. 1 ® TWO THOUSAND THREE DOLLARS HUNDRED AND NO CENTS a 2 .,300.00 2,9300600 PER EACH 609 I EACH CONSTRUCT DRAINAGE CATCH- BAS I N No. 2 , i TWO THOUSAND ® TWO HUNDRED DOLLARS AND NO CENTS i 2p200.00 i 2x200.00 PER EACH 61O 2130 TONS CONSTRUCT ASPHALT CONCRETE .., PAVEMENT (3" THICK) 0 FIVE DOLLARS AND EIGHTY CENTS 5• 12,354.00 PER TON 611 96 TONS CONSTRUCT ASPHALT CONCRETE OVERLAY (I" THICK) ® FIVE DOLLARS . EIGHTY Cears 5.80 556.80 ' PER TON 612 8 EACH ADJUST MANHOLE COVERS FIFTY DOLLARS - AND No - •. CENTS 50.00 $ 1400.00 PER EACH PROPOSAL -13 OF 20 _ - _. PROPOSAL 14 OF 20 ESTIMATED ITEM DESCRIPTION — ITEM QUANTITY UNIT PRICE WRITTEN UNIT TOTAL NO. AND UNIT IN WORDS PRICE PRICE 613 3 EACH .. ADJUST CLEANOUT COVERS ® THIRTY DOLLARS AND '. No CENTS 309OD 9D.00 PER EACH SUB- TOTALAITEMS THIRTY FOUR THOUSAND 6D1,THROUGH 613 :THREE HUNDRED FOURTY Two DOLLARS. �- EIGHTY CENTS 3b,3Z.8o PROPOSAL 14 OF 20 ' R PROPOSAL Ii•L1 701 PROJECT 108311 - CONSTRUCTION CLASS 1 AQQREQATE CONSTRUCTION OF UNDERDRAIN AT SANTIAGO DRIVE PERMEABLE BACKFILL AND NOTTINGHAM ROAD . 0 EIGHT ESTIMATED ITEM DESCRIPTION— ITEM QUANTITY UNIT PRICE WRITTEN UNIT TOTAL NO. AND UNIT IN WORDS PRICE PRICE 702 - :,'1220 SF. CONSTRUCT 6" THICK 700 �418 LF - CONSTRUCTION 8" PERFORATED ASPHALTIC CONCRETE PAVEMENT DRAIN COMPLETE IN PLACE N NO - 0 SEVEN DOLLARS _ - AND AND FIFTY -FIVE CENTS -. NO CENTS # 7.00 ♦ f 2 .00 PER LINEAL FOOT :460 SF CONSTRUCTION 3" THICK 701 TONS - CONSTRUCTION CLASS 1 AQQREQATE _:.338 PERMEABLE BACKFILL . 0 EIGHT DOLLARS AND NO " CENTS ., PER TON 702 - :,'1220 SF. CONSTRUCT 6" THICK TYPE B ASPHALTIC CONCRETE PAVEMENT N NO DOLLARS _ - AND FIFTY -FIVE CENTS .� PER SQUARE FOOT 703. :460 SF CONSTRUCTION 3" THICK TYPE B ASPHALTIC CONCRETE PAVEMENT OVER 4" A.B. ® NO DOLLARS AND . FIFTY FIVE CENTS PER SQUARE FOOT 7O4 52 SF REMOVE AND REPLACE 8" P.C.C. PAVEMENT e FOUR Do ARS $ B.Oo $ 22704.00 4.0.55 a 671.00 $ 0.55 S 253.00 ll AND NO CENTS 4.00 208.00 PER SQUARE FOOT PROPOSAL -- 1.5 OF 26 `.' ESTIMATED ITEM DESCRIPTION — ITEM QUANTITY UNIT PRICE WRITTEN UNIT TOTAL NO. AND UNIT IN WORDS PRICE PRICE 705 25 LF RE -LAY EXISTING SUBDRAIN PIPE IN NEW PERMEABLE MATERIAL NINE DOLLARS AND No ' CENTS ; 9.00 225.00 PER LINEAL FOOT 706 3 EACH CONSTRUCT TERMINAL CLEANOUT - - ONE HUNDREO:THIRTY DOLLARS AND NO CENTS >) 130.00 390.00 PER EACH 707 1 EACH 'ADJUST WATER VALVE COVER To GRADE THIRTY DOLLARS AND No CENTS $ 30.00 # 30.00 PER EACH i PROPOSAL FOR PROJECT 1083 -I ESTIMATED ITEM DESCRIPTION — ITEM QUANTITY UNIT PRICE WRITTEN UNIT TOTAL NO. AND UNIT IN WORDS PRICE PRICE 800 1500 SF _ SAMCUT AND REMOVE CONCRETE PAVEMENT " N No DOLLARS AND THIRTY CENTS ` p O.iO ! Y 45Q.00 - PER SQUARE FOOT 801- .3000 SF SAMCUT AND REMOVE EXISTING - - A.C. PAVEMENT - B NO DOLLARS AND .. THIRTY CENTS # ..3D y 'P 900.00 PER SQUARE FOOT 802 80 LF SAMCUT AND REMOVE EXISTING CURB AND GUTTER OR CURB ONLY - III NO DOLLARS AND - SEVENTY -FIVE CENTS 0.75 k ♦ 60.00 PER INEAL FOOT 803 125 Tons PLACE 6" AGGREGATE BASE 0 SEVEN DOLLARS AND NO CENTS,,.. 7.00 # 875.00 . ' PER TON 804 INCLUDED IN BID ITEM N0. 812 805 'Lump SUM EXCAVATE TRENCH FOR EXISTING . DRAIN PIPE REMOVALS BACKFILL2 AND COMPACT 0 SIX HUNDRED DOLLARS AND No CENTS L.S. $ 600.00 LUMP SUM PROPOSAL -17 -OF 20 810 190 LF 811 .700 SF 812 300 Toms CONSTRUCT GUTTER ONLY CASE 1) II! ONE DOLLARS FORTY AND 1.110 PER LINEAL FOOT CONSTRUCT SPECIAL 8" THICK CROSS GUTTER $ 266.00 ® ONE DOLLARS AND NO CENTS 1.00 $ 700.00 PER SQUARE FOOT PLACE 2" ASPHALT CONCRETE PAVING g Six DOLLARS AND NO CENTS 6.00 I.,8DO.0O PROPOSAL - 16, OF 20 1 ESTIMATED ITEM DESCRIPTION- - ITEM QUANTITY UNIT PRICE WRITTEN UNIT TOTAL NO. AND UNIT IN WORDS PRICE PRICE 806 90 LF PLACE 18" C.M.P. DRAIN AND ANCHOR WALL 0 TWELVE DOLLARS NO AND CENTS 12.00 1,080.00 PER LINEAL FOOT 807 ;1 EACH CONSTRUCT L.A.C.F.C.D. CATCH BASIN 12 NINE HUNDRED DOLLARS AND NO CENTS ` 900•0() 900000 PER EACH 808 410 LF CONSTRUCT TYPE "A" CURB AND GUTTER (8° CURB FACE) Y ® TWO DOLLARS No AND CENTS $ 2.00 # 820.00 PER LINEAL FOOT 809 " 55 LF CONSTRUCT TYPE "A° CURB AND GUTTER (6 " CURS.FACE) ® TWO DOLLARS No AND CENTS 2.00 $ 110100 PER LINEAL FOOT 810 190 LF 811 .700 SF 812 300 Toms CONSTRUCT GUTTER ONLY CASE 1) II! ONE DOLLARS FORTY AND 1.110 PER LINEAL FOOT CONSTRUCT SPECIAL 8" THICK CROSS GUTTER $ 266.00 ® ONE DOLLARS AND NO CENTS 1.00 $ 700.00 PER SQUARE FOOT PLACE 2" ASPHALT CONCRETE PAVING g Six DOLLARS AND NO CENTS 6.00 I.,8DO.0O PROPOSAL - 16, OF 20 1 GRAND TOTAL SUM OF BiD., ITEMS I THROUGH 815 . _ONE HUNDRED SEVENTY -NINE THOUSAND _— DOLLARS SEVEN. HUNDRED NINE DOLLARS AND -CENTS #�. 1 . 0 + .. WORDS F14URf8 + THE TOTAL AMOUNT FOR THE GRAND TOTAL SUM OF BID WAS NOT INDICATED ON THE ORIQINAL COPY* PROPOSAL 19 OF 20 `j. ESTIMATED ITEM DESCRIPTION — ITEM QUANTITY UNIT PRICE WRITTEN UNIT TOTAL NO. AND UNIT IN-WORDS PRICE PRICE 813 .1 EACH CONSTRUCT STANbARD ALLEY APPROACH B THREE HUNDRED DOLLARS AND No CENTS # 300.00 # 300.00 PER EACH 814 _ 15 TONS CONSTRUCT RIP RAP LINED CHANNEL e TWELVE DOLLARS No AND CENTS # 12.00 # 180.00 PER TON 815 1 EACH ADJUST MANHOLE TO GRADE B FIFTY DOLLARS AND NO CENTS # 50.00 # 50.00 PER EACH SUB - TOTAL., ITEMS NINE THOUSAND 800 THROUGH 815. NINETY -ONE DOLLARS AND No CENTS # 9091.00 GRAND TOTAL SUM OF BiD., ITEMS I THROUGH 815 . _ONE HUNDRED SEVENTY -NINE THOUSAND _— DOLLARS SEVEN. HUNDRED NINE DOLLARS AND -CENTS #�. 1 . 0 + .. WORDS F14URf8 + THE TOTAL AMOUNT FOR THE GRAND TOTAL SUM OF BID WAS NOT INDICATED ON THE ORIQINAL COPY* PROPOSAL 19 OF 20 ALL BIDS ARE TO BE COMPUTED ON THE BASIS OF THE GIVEN ESTIMATED QUANTITIES OF WORK, AS INDICATED IN THIS PROPOSAL, TIMES THE UNIT PRICE AS SUBMITTED BY THE BIDDER.. IN CASE OF A DISCREPANCY BETWEEN WORDS AND FIGURES, THE WORDS SHALL PREVAIL- IN CASE OF AN ERROR IN THE EXTENSION OF A UNIT PRICE, THE CORRECTED EXTENSION SHALL BE CALCULATED AND THE BIDS WILL BE COMPUTED AS INDICATED ABOVE AND COMPARED ON.TME BASIS OF THE CORRECTED TOTALS. THE ESTIMATED QUANTITIES OF WORK INDICATED IN THIS PROPOSAL ARE APPROXIMATE ONLY, BEING GIVEN SOLELY AS A BASIS FOR-COMPARISON OF BIDS. - 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 THE PART OF THE UNDERSIGNED IN MAKING UP THIS BID. THE UNDERSIGNED AGREES THAT IN CASE OF DEFAULT IN EXECUTING THE REQUIRED CONTRACT WITH NECESSARY BONDS WITHIN TEN (10) DAYS, NOT INCLUDING SUNDAY, AFTER HAVING RECEIVED NOTICE THAT THE CONTRACT 15 READY FOR SIGNATURE, THE PROCEEDS OF CHECK OR BOND ACCOMPANY- ING THIS BID SHALL BECOME THE PROPERTY OF THE CITY OF NEWPORT BEACH. LICENSED IN ACCORDANCE WITH THE STATUTES OF THE STATE OF CALIFORNIA PROVIDING FOR THE REGISTRATION OF CONTRACTORS, LICENSE N0.3210 ACCOMPANYING THIS PROPOSAL IS B D �S BO D - ASH, ER7IFIED CHECK, CASHIERS HECK OR OND IN AN AMOUNT NOT LESS THAN 10 PERCENT OF THE TOTAL 61D PRICE. K 9.2291 GRIFFITH COMPANY r PHONE NUMBER BIDDERPS NAME i (SEAL) JUNE 5, 1967 .(S) BEN P. GRIFFITH DATE AUTHORIZED SIGNATURE BEN P. GRIFFITH, PRESIDENT P.O. Box 395 COSTA MESA, CALIFORNIA BIDDER'S ADDRESS (S) F.C. RODE NBROCK AUTHORIZED IGNATURE F.C. RODENBROCK, ASS T. SECRETARY CORPORATION -TYPE OF ORGANIZATION - (INDIVIDUAL, CORPORATION, CO- PARTNERSHIP,) LIST BELOW NAMES OF PRESIDENT, SECRETARY, TREASURER AND MANAGER IF A CORPORATION, AND NAMES OF ALL CO- PARTNERS IF A CO- PARTNERSHIP; BEN P. GRIFFITH, PRESIDENT 1001 LINDA FLORA DR., LOS ANGELES, CALIFORNIA 90049 W.R. MIRAMS, VICE PRESIDENT S. SECRETARY 241 VIA GENOA, NEWPORT BEACH. CAL. 92660 C.F. R Esc ICE RESIDENT TREASURER., N. HILLCREST BLVD. (NGlEW00D CALIF 90301 J.F. PORCHER, VICE PRESIDENT - CONSTRUCTION 2921 ILLINOIS AVE, SOUTH GATE, CALIF. 902$0 THELMA M. BARNES ASSISTANT TO PRESIDENT, 4oi S. BURNSIDE AVE., L.A., CALIF. 90036 W.I. GREGORY, JR., CONTRACT OFFICER -ASST SECY 4535 CARPENTER AvEA N. HouLYWnnna CALtF0 911mz F.C. RoDENBROCK ASST. SECRETARY 512 S. HOBART BLVD., L.A., CALIF. 90005' L.W. BUNCH, ASSISTANT TREASURER 411 OSBORN.•WEST COVINA, CALIF. 9179 a 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'WOR'K FOR WHICH THEY BIDS SUBJECT TO THE APPROVAL OF THE CITY ENGINEERS 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 ENGINEER. ITEM OF WORK SUB- CONTRACTOR ADDRESS .. . . u 3. ELECTRICAL STEINY AND MITCIIEL LOS AN(3EIE4 4. 5• R 7• 8. 9• 10. I1. 12. GRIFFITH COMPANY BIDDERIB NAME (S) BEN P. GRIFFITH AUTHORIZED SIGNATURE BEN P. GRIFFITH2 PRESIDENT .CORPORATION TYPE OF ORGANIZATION (INDIVIDUALS COPARTNERSHIP OR CORPORATION) P.O. Box 395 COSTA;-MESA., CALIFORNIA.9 92627 ADDRESS ._. i - 11 A 0 • (FOR ORIGINAL, SEE CITY CLERK'S OFFICE) BIDDER'S BOND TO ACCOMPANY PROPOSAL KNOW ALL MEN BY THESE PRESENTS, THAT WE, GRIFFITH COMPANY , AS PRINCIPAL, AND THE AMERICAN INSURANCE COMPANY , AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, CALIFORNIA, IN THE SUM OF TEN PERCENT OF THE TOTAL AMOUNT BID IN DOLLARS (gyp 10% OF BID ), 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 FISCAL YEAR 1966 -67 COMBINED STREET IMPROVEMENTS; CONTRACT 1083 IN THE CITY OF NEWPORT BEACH, IS ACCEPTED BY THE CITY COUNCIL OF SAID CITY, AND IF THE ABOVE BOUNDEN PRINCIPAL SHALL DULY ENTER INTO AND EXECUTE A CONTRACT FOR SUCH CONSTRUC- TION AND SHALL EXECUTE AND DELIVER THE TWO (2) BONDS DESCRIBED IN THE "NOTICE A NVITING BIDS" WITHIN TEN (10) DAYS (NOT INCLUDING SATURDAY AND SUNDAY),FROM THE DATE OF THE MAILING OF A NOTICE TO THE ABOVE BOUNDEN PRINCIPAL BY AND FROM SAID CITY OF NEWPORT BEACH THAT SAfO CONTRACT IS READY FOR EXECUTION, THEN THIS OBLIGATION SHALL BECOME NULL AND VOIDS OTHERWISE IT BEANO REMAIN IN FULL FORCE AND EFFECT, AND THE AMOUNT SPECIFIED HEREIN SHALL BE FORFEITED TO THE SAID CITY. IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN INDIVIDUAL, IT IS AGREED THAT THE DEATH OF ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM ITS OBLIGATIONS UNDER THIS BOND. IN WITNESS WHEREOF, WE HEREUNTO SET OUR HANDS AND SEALS THIS 5TH,, DAY OF JUNE J 19-§.L. CORPORATE SEAL (IF CORPORATION) GRIFFITH COMPANY PRINCIPAL (ATTACH ACKNOWLEDGEMENT OF (S)BEN P. GRIFFITH ATTORNEY IN FACT) _ EN Pe URIFFITH PRESIDENT THE AMERICAN INSURANCE COMPANY SURETY BY (S) B.J. BOLTON old. BuLlum TITLE ATTORNEY- IN-FACT LABOR. APD._MATERIAL.BOND . KNOW ALL MEN BY THESE PRESENTS' THAT 0 PAGE 5 WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED JUNE 12,,E HAS AWARDED TO GRIFFITH COMPANY , HEREINAFTER DESIGNATED AS THE "PRINCIPAL" A CONTRACT FOR FISCAL YEAR 1966 -67 COMBINED STREET IMPROVEMENTS! IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFI- CATIONS AND OTHER CONTRACT DOCUMENTS 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 CONTRACT, PROVIDING THAT IF SAID PRINCIPAL OR ANY OF HIS OR ITS SUBCONTRACTORS, SHALL FAIL TO PAY FOR ANY MATERIALS, PROVISIONS, PROVENDER, OR OTHER SUPPLIES OR TEAMS USED IN, UPON, FOR, OR ABOUT THE PERFORMANCE OF THE WORK AGREED TO BE DONE, OR FOR ANY WORK OR LABOR DONE THEREON OF ANY KIND, THE SURETY ON THIS BOND WILL PAY THE SAME TO THE EXTENT HEREINAFTER SET FORTH: NOW, THEREFORE, WE GRIFFITH COMPANY AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE CONTRACTOR AND THE AMERICAN INSURANCE COMPANY AS SURETY ARE HELD FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF Eighty -mine- Thousand Eight- Hundred- Fifty -Four &--------------- - - - - -- 75/100 DOLLARS ($8M54.75 ), SAID SUM BEING ONE -HALF OF THE ESTIMATED AMOUNT PAYABLE BY THE CITY OF NEWPORT BEACH UNDER THE TERMS OF THE 'CONTRACT, FOR WHICH PAYMENT WELL AND TRULY TO BE MADE WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND ADMINISTRATORS, SUCCESSORS OR ASSIGNS, JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENTS. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT IF THE PERSON OR HIS SUBCON- TRACTORS,, FAIL TO PAY FOR ANY MATERIALS, PROVISIONS, PROVENDER, OR OTHER SUPPLIES, OR TEAMS, USED IN, UPON, :OR, OR ABOUT THE PERFORMANCE OF THE WORK CONTRACTED TO BE DONE, 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 SAME, IN AN AMOUNT NOT EXCEEDING THE SUM $PECI- FIED IN THE BOND, AND ALSO, IN CASE SUIT IS BROUGHT UPON THE BOND, A REASONABLE ATTORNEYS FEE, TO BE FIXED BY THE COURT, AS REQUIRED BY THE PROVISIONS OF SECTION 4204 OF THE GOVERNMENT CODE OF THE STATE Of CALIFORNIA. • PAGE 6 t •• (LABOR AND MATERIAL BOND - CONTINUED) THIS BOND SHALL INURE TO THE BENEFIT OF ANY AND ALL PERSONS, COMPANIES, AND CORPOR- ATION 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 BONDS 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 TIMES 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 TIMES ALTERATIONS OR ADDITIONS TO THE TERMS OF THE CONTRACTOR OR TO THE WORK OR TO THE SPECIFICATIONS. , IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND. AS AN INDIVIDUALS IT 15 AGREED THAT THE DEATH OF ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM ITS OBLIGATIONS UNDER THIS BOND. IN WITNESS.WHEREOFj, THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL AHn SURETY ABOVE NAMEDp ON THE 23rd DAY OF June -, 1961_. GRIFFITH COMPANY (SEAL) &� (SEAL) HEN P. GRIFFITH PRESIDENT (SEAL) CONTRACTOR ff ?`AR 1J'INURM MWfYy (SEAL) _._(SEAL) - �. J. OLTON�� (SEAL) APPR S TO FORM: SURETY . CITY ATTORNEY THIS BOND WAS APPROVED BY THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH BY MOTION ON DATE ATTEST: CITY CLERK .i State of 0MU County oum ss: On J=* 23s U67 , before me, a Notary Public in and for said County and State, residing therein, duly Commissioned and sworn, personally appeared 2- J- MUM known to me to be Attorney-in-Fact of M MCA" MMATICE COMPANY I the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of the said corporation, and he duly acknowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my }land and affixed my official seal, the day and year stated in this certificate above. OFFICIAL My Commission Expires JAN 14 1968 1 M. S- RYRFF z NOTARY PUBLIC - CALIFORNIA Notary Public PRINCIPAL OFFICE IN LOS ANGELES Coll" ................. ....... ....... w* 3;14 &T —TA-4 r_—Tou l KNOW ALL MEN BY THESE PRESENTS, THAT PAGE 7 WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED JUNE 12, 1967 HAS AWARDED TO GRIFFITH COMPANY , HEREINAFTER DESIGNATED AS THE "PRINCIPAL",p A CONTRACT FOR FISCAL YEAR 1966 -67 COMBINED STREET IMPROVEMENTS - CVLATQ.AC.T IL;)83 IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFI- CATIONS 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 THE TERMS THEREOF REQUIRE THE FURNISHING SAID CONTRACT;- OR IS ABOUT TO EXECUTE SAID CONTRACT AND A BOND FOR THE FAITHFUL PERFORMANCE OF NOW, THEREFORE, WE, GRIFFITH COMPANY AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE "CONTRACTOR", AND THE AMERICAN INSURANCE COMPANY A $ RETY ARE H.[LD AND FI� Ml BO NO UNT THE CITY OF NEWPORT BEACH, IN THE SUM OF 1 ighty. Dine- Thousand Eig�it -I undrec�- Fifty-Four &------------- - - - - -- 75/100 DOLLARS ($89,$54.75 SAID SUM BEING EQUAL TO 50% OF THE ESTIMATED AMOUNT OF THE CONTRACT, TO BE PAID TO THE SA10_CITY OR ITS CERTAIN ATTORNEY, ITS SUCCESSORS, AND ASSIGNS] FOR WHICH PAY- MENT, WELL AND TRULY TO BE MADE, WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND AD- MINISTRATORS, SUCCESSORS OR ASSIGNS, JOINTLY AND SEVERALLY, FIRMLY BY THESE PRE- SENTS. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT IF THE ABOVE BOUNDEN PRINCIPAL, HIS OR ITS HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS, OR ASSIGNS, SHALL IN ALL THINGS STAND TO AND ABIDE BY, AND WELL AND TRULY KEEP AND PERFORM THE COVENANTS, CONDITIONS AND AGREEMENTS IN THE SA:C CONTRACT AND ANY ALTERATION THEREOF MADE AS THEREIN PRO- VIDED ON HIS OR THEIR PA: -, 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. (PERFORMANCE BOND — CONTINUED) 0 PAGE 8 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 CON- TRACT OR TO THE WORK OR TO THE SPECIFICATIONS. IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN INDIVIDUAL, IT IS AGREED THAT THE DEATH ON ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM ITS OBLIGATIONS UNDER THIS BOND. IN WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DULY EXECUTED BY'THE PRINCIPAL AND SURETY ABOVE NAMED, ON THE 23rd DAY OF June a is GRIFFITH COMPANY (SEAL) _(SEAL) BEN BEN P. GRIFFITH PRESIDENT. SEAL), CONTRACTOR �� _������.r,as GW1ttG�9 FLYR Tf5 69!tl➢' �t � (19• '1 Lw.GS FUR "Sn£. irli+n R:.4M44f. ,1 I' Tff OMNI DISURM miiPm SEAL? gU� SEAL), 8. J. LTON ETY i State of G11:� County of I" ss. On JUM 23., 107 , before me, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared B. J. Bl�tt� known to me to be Attorney -in -Fact of TK WMA" INSURANCE COMPANY the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of the said corporation, and he duly acknowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above. My Commission Expires_ 360212 -8-88 OFFICIAL SEAL NOTARY PUBLIC - CALIFORNIA PRINCIPAL OFFICE IN LOS ANGELES COUNTY °!/ . Public PAGE 9 NON- COLLUSION AFFIDAVIT THE BIDDERS, BY ITS OFFICERS AND AGENTS OR REPRESENTATIVES PRESENT AT THE TIME OF FILING THIS BIDS BEING DULY SWORN ON THEIR OATHS'SAYj THAT NEITHER THEY NOR ANY OF THEM) HAVE IN ANY WAY2.DIRECTLY OR INDIRECTLY, ENTERED INTO ANY ARRANGEMENT OR AGREEMENT WITH ANY OTHER BIDDERS OR WITH ANYPUBLIC OFFICER OF SUCH CITY OF NEWPORT BEACH WHEREBY SUCH AFFIANT OR AFFIANTS OR EITHER OF THEME HAS PAID OR IS TO PAY TO SUCH BIDDER OR PUBLIC OFFICER ANY SUM OF MONEY, OR HAS GIVEN OR IS TO GIVE TO SUCH OTHER BIDDER OR PUBLIC OFFICER ANYTHING OF VALUE WHATEVER OR SUCH AFFIANT OR AF= FIANTS OR EITHER OF THEM HAS NOT DIRECTLY OR INDIRECTLY) ENTERED INTO ANY ARRANGE- MENT 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 AT- TACHED 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 CONTRACTOR FROM CONSIDERING ANY BID FROM ANY SUBCONTRACTOR OR MATERIAL - MAN WHICH I,S NOT PROCESS60 THROUGH SAID BID.DEPOSITORY, OR WHICH PREVENT ANY SUB- CONTRACTOR OR MATERIALMAN,FROM BIDDING TO ANY CONTRACTOR WHO DOES NOT USE THE FACILITIES OF OR ACCEPT BIDS FROM OR THROUGH SUCH BID DEPOSITORY THAT NO INDUCE- .4 MENT OR ANY FORM OR CHARACTER OTHER THAN THAT WHICH APPEARS UPON THE FACE OF THE BID WILL BE SUGGESTEDO OFFEREDS PAID, OR DELIVERED TO ANY PERSON WHOMSOEVER TO INFLUENCE THE ACCEPTANCE OF THE SAID BID OR AWARDING OF THE CONTRACT; NOR HAS THIS BIDDER ANY AGREEMENT OR UNDERSTANDING OF ANY KIND WHATSOEVER) WITH ANY PERSON WHOMSOEVER TO PAY, DELIVER TO�.OR SHARE WITH ANY OTHER PERSON IN ANY WAY OR MANNER, ANY OF THE PROCEEDS OF THE CONTRACTS SOUGHT BY THIS BID. GRIFFITH COMPANY (3) BEN P. GRIFFITH PRESIDENT (S) F.C. ROOENBROCK ASST. :SECRETARY SUBSCRIBED AND SWORN TO- BEFORE ME BY BEN P. GRIFFITH F.C. RODENBROCK THIS 5TH DAY OF .TUNE � 1967 . MY COMMISSION EXPIRES: MY COMMISSION EXPIRES SEPT.'109 1967 (S) BRUCE E. FULLER NOTARY PUBLIC BRUCE E. FULLER PAGE 10 (FOR ORIGINALS SEE CITY CLERK'S FILE) 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 RESPONSIBILITY1 EXPERIENCES SKILLS 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 PERFORMED. SEE CITY CLERK'S FILE GRIFFITH COMPANY (S) BEN P. GRIFFITH SIGNED BEN P. GRIFFITHp PRESIDENT i THIS AGREEMENT., MADE AND ENTERED INTO THIS DAY OF BY AND BETWEEN THE CITY OF NEWPORT BEACHs CALIFORNIAN HEREINAFTER DESIGNATED AS THE CITY., PARTY OF THE FIRST PART,, AND 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 CITYP THE CONTRACTOR AGREES WITH THE CITY TO FURNISH ALL MATERIALS AND LABOR FOR THE CONSTRUCTION OF FISCAL YEAR 1966 -67 COMBINED STREET IMPROVEMENTS 108Z 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 EQUIPMENT2 LABOR, AND MATERIALS NECESSARY THEREFOR, (EX- CEPT SUCH MATERIALS IF ANY AS IN THE SAID SPECIFICATIONS ARE STIPULATED TO BE FUR- NISHED BY THE CITY), AND TO OO EVERYTHING REQUIRED BY THIS AGREEMENT AND THE SAID PLANS AND SPECIFICATIONS. 2. FOR FURNISHING ALL SAID MATERIALS AND LABORS TOOLS AND EQUIPMENT, AND DOING ALL THE WORK CONTEMPLATED AND EMBRACED IN THIS AGREEMENTj, ALSO FOR ALL 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 DE- SCRIPTION 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 SHALL RECEIVE IN FULL COMPENSATION THEREFORE 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 PROPOSALS 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 CONTRAC E 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, EXECUTORS5 ADMINISTRATORS, SUCCESSORS AND ASSIGNS3 DO HEREBY AGREE TO THE FULL PERFORMANCE OF THE COVENANTS HEREIN CONTAINED. 4. THE NOTICE TO BIDDERS, INSTRUCTIONS TO BIDDERS CONTRACTOR'S.PROPOSAL2 AND THE PLANS AND SPECIFICATIONSp AND ALL AMENDMENTS THEREOF] WHEN APPROVED BY THE PAR- TIES HERETOs OR WHEN REQUIRED BY THE CITY IN ACCORDANCE WITH THE PROVISIONS OF THE PLANS AND SPECIFICATIONSi ARE HEREBY INCORPORATED IN AND MADE PART OF THIS AGREE- MENT. 27%6% • • PAGE 12' r 5s PURSUANT TO THE LABOR CODE OF THE STATE Of CALIFORNIAS THE CITY COUNCIL HAS ASCERTAINED THE GENERAL PREVAILING RATES OF PER DIEM WAGES FOR EACH CRAFT OR TYPE OF WORKMAN NEEDED TO EXECUTE THE CONTRACT AND A SCHEDULE CONTAINING SUCH INFORMATION IS INCLUDED IN THE NOTICE INVITING BIDS AND IS INCORPORATED BY REFERENCE HEREIN. 6. THE CONTRACTOR SHALL ASSUME THE DEFENSE OF AND INDEMNIFY AND SAVE HARMLESS THE CITY, THE DIRECTOR -OF PUBLIC WORKS., AND THEIR OFFICERS AND EMPLOYEES., FROM ALL CLAIMS., LOSSS DAMAGES INJURY., AND LIABILITY OF EVERY KINDS NATURES AND DESCRIPTIONS DIRECTLY OR INDIRECTLY ARISING FROM THE "PERFORMANCE OF THE CONTRACT OR WORKS REGARDLESS OF RESPONSI- BILITY FOR NEGLIGENCE] AND FROM ANY AND ALL CLAIMSS LOSS., DAMAGES INJURYS AND LIABILITY., HOWSOEVER THE SAME MAY BE CAUSED., RESULTING DIRECTLY OR INDIRECTLY FROM THE NATURE OF THE WORK COVERED BY THE CONTRACTS REGARDLESS OF RESPONSIBILITY FOR NEGLIGENCE. IN WITNESS WHEREOF,, THE PARTIES HERETO HAVE CAUSED THIS CONTRACT TO BE EXECUTED THE DAY AND YEAR FIRST ABOVE WRITTEN.. CITY NEWPORT BEACH# CALIFORNIA le-k AYOM R ATTEST: APPROVED A"0 FORM: CITY ATTORNEY GRIFFITH COMPANY CONTRACTOR �//7/,� //�J (SEAL ) BY: I�AA.e• BEN P. GRIFFITH PRESIDENT TITLE B F. C. RODENSROCK ASST. SECRETARY TITLE L FISCAL YEAR 1966 -67 ` COMBINED STREET IMPROVEMENTS INDEX TO SPECIAL PROVISIONS PAGE I SCOPE OF WORK - I 11 CONDUCT OF WORK I III COMPLETION OF WORK 2 IV SCHEDULE OF WORK 2 V CONSTRUCTION SURVEYS 2 VI PAYMENT 2 VII UNFORESEEN DIFFICULTIES 3 VIII GUARANTEE 3 IX PROTECTION OF EXISTING UTILITIES 3 X TRAFFIC CONTROL 3 XI PROTECTION OF IMPROVEMENT 4 X11 SPECIFIC PROJECT REQUIREMENTS 5 A. PROJECT 1083A 5 B. PROJECT 10838 11 C. PROJECT 1083C 14 D. PROJECT 108836 155 E. PROJECT I083H 18 F. PROJECT 1083I 19 Y • • SP 1 OF 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS FOR FISCAL YEAR 1966 -67 COMBINED STREET IMPROVEMENTS CONTRACT 1083 1. SCOPE OF WORK THE WORK TO BE DONE UNDER THIS CONTRACT:CONSISTS OF SIX SEPARATE PROJECTS- A. PROJECT IO$3A - IMPROVEMENT AND EXTENSION OF IRVINE AVENUE AND TUSTIN AVENUE FROM SANTpA��ISABEL AVENUE TO MCiNTE VISTA AVENUE; DRAWING ND. R- 5084 -S, SHEETS 1 -4. B. PROJECT R083B - IMPROVEMENT OF 16TH STREET FROM VRVONE AVENUE TO DOVER DRIVE; DRAWING ND. R- 5089 -5, SHEETS 1 -6. C. PROJECT 1083C — IMPROVEMENT OFPLACENTIA AVENUE AT PRODUCT60N PLACE; DRAWING ND. R- 5o43 -3, SHEETS 1 -3. D. PROJECT IC83G - RECONSTRUCTION OF STREETS IN TRACT 3068; ANNIVERSARY ESTATES; DRAWING No. R- 5098 -S, SHEETS 1 -3. E. PROJECT 1083H - CONSTRUCTION OF UNDERDRAIN AT SANTIAGO DRIVE AND NOTTINGHAM ROAD; DRAWING No. D- 5034 -5, SHEET 1 OF I. F. PROJECT 10831 - CoNsTRUf7ION DF STREET IMPROVEMZ NTS IN CLIFF DROVE; DRAWING No. R- 5099 -5, SHEETS 1 -3. THE WORK REQUPRES FURNISHING ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK AS SHOWN ON THE PLANS AND ON ACCORDANCE WITH THESE SPECIAL PROVISIONS, THE STANDARD SPECIFICATIONS '-F THE COTY OF NEWFORT BEACH, AND THE APPLICABLE PORTIONS OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, C,A, TED JULY, 164, THAT ARE INCLUDED BY REFERENCE ONLY. PROJECTS 1083D, 41083E, AND I 03 ARE NOT A PART OF THIS CONTRACT. BI. COND'.;CT OF WORK THE CONTRACTOR SMALL MAINTAIN THE JOB SITE IN A NEAT AND ORDERLY CONDITION AT ALL TIMES. ANY EXCESS SPOIL AND DEBRIS SHALL BE IMMEDIATELY REMOVED FROM THE JOB SITE. BACKFILLONG AND CLEANUP SHALL FOLLOW IMMEDIATELY BEHIND PIPE LAYING EXCEPT AS REQVtRED FOR CHLORINATION AND TESTING. SP 2 of 21 III. COMPLETION OF THE WORK THE CONTRACTOR SHALL COMPLETE ALL WORK ON THE CONTRACT WITHIN 120 CALENDAR DAYS AFTER THE DATE OF EXECUTION OF THE CONTRACT BY THE CITY. COMPLETION - TIMES FOR INDIVIDUAL PROJECTS ARE AS FOLLOWS: 1083A: SIXTY (60) CALENDAR DAYS AFTER THE DATE OF EXECUTION OF THE CONTRACT BY THE CITY. w8p. SIXTY (60) CALENDAR DAYS AFTER WORK ON THE PROJECT IS BEGUN. WORK SHALL NOT BEGIN PRIOR TO JUNE 16y 1967, AND SHALL BE COMPLETED NO LATER THAN SEPTEMBER 162 1967- iO83C: THIRTY (30) CALENDAR DAYS AFTER WORK ON THE PROJECT IS BEGUN. I083G: SIXTY (60) CALENDAR DAYS AFTER WORK ON THE PROJECT IS BEGUN. NEW ASPHALT CONCRETE PAVEMENT SHALL BE PLACED WITHIN TWENTY (20) CALENDAR DAYS AFTER THE EXISTING PAVEMENT IS REMOVED. 1083H: FORTY -FIVE (45) CALENDAR DAYS AFTER WORK ON THE PROJECT IS BEGUN. 10831: FORTY-FIVE (45i CALENDAR DAYS AFTER WORK ON THE PROJECT IS BEGUN. IV. SCHEDULE OF WORK A COMPLETE SCHEDULES SHOWING THE CONTRACTORS PROPOSED PLAN OF CONSTRUCTION SHALL BE SUBMITTED IN WRITING TO THE CITY WITHIN TEN (10) DAYS AFTER AWARD OF THE CONTRACT. NO WORK SHALL BE COMMENCED ON ANY OF THE PROJECTS UNTIL THE ENTIRE SCHEDULE IS APPROVED IN WRITING BY THE CITY. V. CONSTRUCTION SURVEYS ALL FIELD STAKING FOR THE CONTROL OF CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PERFORMED UNDER THE SUPERVISION OF A CIVIL ENGINEER OR LAND SURVEYOR LICENSED TO PRACTICE IN THE STATE OF CALIFORNIA. PAYMENT FOR ALL STAKING SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE VARIOUS ITEMS OF WORK AND NO SEPARATE COMPENSATION WILL BE MADE THEREFOR. VI. PAYMENT THE PRICES BID FOR THE VARIOUS ITEMS OF WORK SHALL, UNLESS OTHERWISE 5TATED9 INCLUDE FULL COMPENSATION FOR ALL MATERIALS AND LABOR NECESSARY FOR CCN° STRUCTION OF THE ITEMS COMPLETE IN PLACE. PAYMENT FOR INCIDENTAL ITEMS OF WORK NOT SEPARATELY PROVIDED FOR IN THE PROPOSAL SHALL BE INCLUDED IN,THE PRICE BCD FOR OTHER ITEMS OF WORK. SP 3 OF21 V11. UNFORESEEN DIFFICULTIES SHOULD UNKNOWN CONDITIONS, SUBSURFACE OR OTHERWISE, BE DISCOVERED DURING THE PROGRESS OF THE WORK, THE CITY SHALL BE NOTIFIED IMMEDIATELY. THE CITY WILL THEN MAKE A DETERMINATION AS TO WHETHER THESE CONDITIONS CON- STITUTE EXTRA WORK AND SO NOTIFY THE CONTRACTOR IN WRITING. VIII. GUARANTEE THE CONTRACTOR SHALL GUARANTEE FOR A PERIOD OF ONE YEAR, AFTER ACCEPTANCE OF THE WORK BY THE CITY COUNCIL, ALL MATERIALS AND WORKMANSHIP AGAINST ANY DEFECTS WHATSOEVER INCLUDING SETTLEMENT OF PAVEMENT AND EMBANKMENT, AND ANY SUCH DEFECTS SHALL BE IMMEDIATELY REPAIRED AT THE CONTRACTORS EXPENSE. IX. PROTECTION OF EXISTING UTILITIES THE LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED IN THE FIELD AT TIME OF CONSTRUCTION. THE CONTRACTOR SHALL REQUEST EACH UTILITY COMPANY TO LOCATE THEIR UNDERGROUND LINES PRIOR TO COMMENCING WORK. THE CITY DOES NOT GUARANTEE THE PRESENCE OR ABSENCE OF UTILITIES IN ANY LOCATION. IT WILL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE AND UNCOVER THE EXISTING UTILITY. LINES SUFFICIENTLY IN ADVANCE OF THE WORK TO DETERMINE THEIR LOCATION AND TO WORK AROUND THE UTILITIES AT HIS OWN EXPENSE. X. TRAFFIC CONTROL THE CONTRACTOR SHALL SUBMIT TO THE CITY., IN WRITING, A PLAN OF THE PROPOSED METHOD OF TRAFFIC CONTROL, FOR APPROVAL PRIOR TO START OF THE WORK. NO WORK MAY BEGIN PRIOR TO RECEIPT OF SAID APPROVAL. FULL COMPENSATION FOR TRAFFIC CONTROL SHALL BE CONSIDERED AS INCLUDEDIN THE PRICES PAID FOR THE VARIOUS CONTRACT ITEMS OF WORK AND NO ADDITIONAL COMPENSATION WILL BE PAID THEREFOR. INGRESS AND EGRESS TO ALL PRIVATE DRIVEWAYS ADJOINING THE WORK SHALL BE MAINTAINED AT ALL TIMES UNLESS OTHERWISE SPECIFIED HEREIN. THE CONTRACTOR SHALL PROVIDE CONTINUOUS DUST CONTROL ON ALL UNPAVED AREAS OPEN TO TRAFFIC. THE FOLLOWING PROVISIONS FOR HANDLING TRAFFIC SHALL BE PROVIDED: PROJECT ,I083A: A MINIMUM OF ONE 10 -FOOT LANE IN EACH DIRECTION WITH A SMOOTH OILED SURFACE, SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES ALONG IRVINE AVENUE, TUSTIN AVENUE AND SANTA. ISABEL AVENUES TO PERMIT PUBLIC TRAFFIC TO PRO- CEED PAST THE CONSTRUCTION PROJECT:. 0 SP 4 OF 21 PROJECT I083B: SIXTEENTH STREET BETWEEN IRVINE AVENUE AND SEA GULL LANE MAY BE CLOSED TO THROUGH TRAFFIC FOR THE PERIOD OF CONSTRUCTION OF THE PROJECT, PROVIDED ACCESS IS MAINTAINED FOR TRAFFIC TO THE OFFICES OF THE SCHOOL DISTRICT; EXCEPT WHEN ALLOWING TRAFFIC TO PASS WOULD NOT MATERIALLY INTERFERE WITH THE WORK. p PROJECT IO83C: ONE 10-FOOT LANE SHALL BE KEPT OPEN IN EACH DIRECTION OF TRAVEL ALONG PLACENTIA AVENUE. TRAFFIC SHALL BE ALLOWED TO TRAVEL IN EACH DIRECTION AT ALL TIMES THROUGH THE INTERSECTION WITH PRODUCTION PLACE. ,gyp PROJECT 108IG: PAPER LANE, SILVER LANE, GOLDEN CIRCLE, AND ANNIVERSARY LANE EASTERLY OF THE EASTERLY INTERSECTION WITH GOLDEN CIRCLE MAY BE CLOSED TO TRAFFIC BETWEEN 8:30 A.M. AND 4:30 P.M. DURING LIME - TREATING OPERATIONS PROVIDED THAT RESIDENTS LIVING ON THESE STREETS ARE GIVEN AT LEAST 24 -HOURS WRITTEN NOTICE IN ADVANCE OF SUCH CLOSURE. AT LEAST ONE 10 -FOOT LANE ON ANNIVERSARY LANE BETWEEN TUSTIN AVENUE AND THE EASTERLY INTERSECTION WITH GOLDEN CIRCLE MUST REMAIN OPEN TO TRAFFIC AT ALL TIMES. PROJECT 1083I: ONE 10-FOOT LANE SHALL BE KEPT OPEN THROUGH THE CON- STRUCTION AREA ALONG CLIFF DRIVE, EXCEPT DURING THE TIME OF RESURFACINGOWHEN THE STREET MAY BE CLOSED TO THROUGH TRAFFIC. RESIDENTS LIVING IN THE AREA AFFECTED SHALL BE GIVEN 24 -HOURS WRITTEN NOTICE IN ADVANCE OF SUCH CLOSURE. XI. PROTECTION OF IMPROVEMENTS THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL IMPROVEMENTS ADJACENT TO THE WORK, SUCH AS SPRINKLER SYSTEMS, LAWNS, PLANTINGS, MASONRY WORK, FENCES, ETC., LOCATED ON EITHER PUBLIC OR PRIVATE PROPERTY. IF IN THE CONSTRUCTION OF THE WORK ANY IMPROVEMENTS ARE REMOVED OR DAMAGED OTHER THAN THOSE DESIGNATED ON THE DRAWINGS, THEN SUCH IMPROVEMENTS SHALL BE RE- PLACED IN KIND AT THE CONTRACTOR'S EXPENSE. XII. SPECIAL PROJECT REQUIREMENTS THE COMMENTS LISTED BELOW CORRESPOND TO ITEMS AS LISTED IN THE PROPOSAL FOR EACH PROJECT. A. PROJECT 1083A: IMPROVEMENT AND EXTENSION OF IRVINE AND TUSTIN AVENUE FROM SANTA ISABEL TO MONTE VISTA AVENUE 1. EXCAVATION - EXCAVATION SHALL INCLUDE WITHOUT CLASSIFICATION, THE REMOVAL OF ALL MATERIALS OF WHATEVER NATURE ENCOUNTERED, EXCEPT ASPHALT PAVING, INCLUDING ALL OBSTRUCTIONS OF ANY NATURE THAT WOULD INTERFERE WITH THE PROPER EXECUTION AND COMPLETION OF THE WORK. THE REMOVAL OF SAID MATERIALS SHALL CONFORM TO THE LINES AND.GRADES SHOWN. • SP 5 OF 21 7. ASPHALTIC CONCRETE - THE CONTRACTOR MAY AT HIS OPTION SPREAD THE BASE COURSE BY MEANS OF A MOTOR GRADER. 9. LIME TREAT-w SUB -BASE A. GENERAL - THIS WORK SHALL CONSIST OF BREAKING UP THE NATIVE MATERIAL, MIXING WITH A SPECIFIED PERCENTAGE OF QUICK -LIME, CURING, SPREADING AND COMPACTING THE MIXED MATERIAL TO THE DIMENSIONS SHOWN ON THE TYPICAL SECTION OF LIME - TREATED SOIL, THE SOIL MAY BE MIXED IN PLACE. B. SUBGRADE PREPARATION - AFTER THE REMOVAL OF THE EXISTING ASPHALTIC SURFACING, AS NECESSARY, THE UNDERLYING SOIL SHALL BE SHAPED TO THE SECTION SPECIFIED PRIOR TO SCARIFYING AND TREATMENT. COMPACTION OF THE MATERIAL BELOW THE LIME- TREATED SECTION WILL NOT BE REQUIRED IN AREAS OTHER THAN EMBANKMENT. THE SOIL TO BE TREATED IN PLACE SHALL BE THOROUGHLY BROKEN UP TO OBTAIN A UNIFORM CONDITION OF THE MATERIAL FOR THE FULL WIDTH AND THICKNESS OF THE SPECIFIED SECTION. PRE- CAUTIONS SHALL BE TAKEN TO AVOID FORMING FURROWS OF LOOSENED MATERIAL BELOW THE SUBGRADE PLANE. THE LIME SHALL BE SPREAD UNIFORMLY AT THE RATE SPECIFIED BY THE ENGINEER. EXTREME CARE.SHALL BE TAKEN TO PREVENT ANY HUMAN CONTACT WITH THE QUICK -LIME BEFORE IT 1S MIXED WITH THE SOIL. THE QUICK -LIME SHALL BE MIXED INTO THE SOIL AS SOON AS POSSIBLE AFTER SPREADING. THE CONTRACTOR SHALL KEEP UNDER CONTINUAL SURVEILLANCE ALL QUICK -LIME FROM THE TIME IT IS DELIVERED ON THE J05 SITE UNTIL IT IS MIXED WITH THE SOIL. C. MIXING - WATER SHALL BE ADDED DURING THE MIXING PROCESS ..ww// UNTIL THE WATER CONTENT OF THE MIXTURE IS APPROXIMATELY 2% ABOVE THE OPTIMUM MOISTURE CONTENT FOR THE SOIL. MIXING OPERATIONS SHALL BE PERFORMED IN SUCH A MANNER AS TO PRODUCE A H')MOGENEOUS, UNIFORM MIXTURE OF THE QUICK -LIME, WATER, AND THE MATERIAL BEING TREATED. STREAKS AND POCKETS OF QUICK- LIME SHALL BE CONSIDERED AS EVIDENCE OF INADEQUATE MIXING. THE MIXING SHALL BE ACCOMPLISHED WITH A SELF - PROPELLED ROTARY TRAVELING MIXER APPROVED BY THE ENGINEER, SUCH AS A BROS MODEL LSPRM -SOFA. THE MIXING OPERATION SHALL BE SUCH THAT THE VARIATION OF LIME CONTENT IN THE SAMPLES TAKEN FROM THE COMPLETED MIXTURE SPREAD ON THE ROADBED, SHALL NOT HAVE A VARIATION BELOW ®THE SPECIFIED PERCENT OF THE IN -PLACE MATERIAL OF MORE THAN 0.5p, BASED ON THE WEIGHT OF THE TREATED MATERIAL, AS DETERMINED BY THE SP 6 OF 21 CALIFORNIA TEST METHOD NO. 338, ON AT LEAST 75% OF THE TESTS TAKEN. A DEFICIENCY OF MORE THAN 1% OF THE SPECIFIED APPLI- CATION PERCENTAGE IN ANY ONE.TEST WILL NOT BE PERMITTED. IN THE EVENT THAT THE MIXTURE OF THE IN -PLACE MATERIAL WITH THE LIME DOES NOT MEET THE ABOVE PERCENTAGE REQUIREMENTS BASED ON THE FIELD DETERMINED APPLICATION RATE, THE MIXTURE SHALL BE REMIXED. D. SPREADING AFTER MIXING, AND COMPACTION - AFTER THE ADDITION OF LIME AND WATER.A PRELIMINARY CURING PERIOD OF NOT LESS THAN 24 HOURS. NOR MORE THAN 72 HOURS. IS REQUIRED BEFORE THE LIME - TREATED SOIL IS SPREAD AND COMPACTED. THE EXACT LENGTH OF TIME SHALL BE DETERMINED BY THE ENGINEER. THE COMPLETED MIXTURE MAY BE SPREAD BY ANY MEANS WHICH WILL PRODUCE A UNIFORM LAYER OF MATERIAL. THE MATERIAL SHALL BE SPREAD TO CONFORM WITH THE PLAN CROSS SECTION AND SHALL CON- TAIN NO CLODS GREATER THAN ONE INCH MAXIMUM DIMENSION EXCEPT FOR PIECES OF ROCK OR ASPHALT PAVEMENT. WHICH SHALL NOT EXCEED 1j" MAXIMUM DIMENSION. ADDITIONAL MIXING AND CURING WILL BE REQUIRED FOR ANY CLODS LARGER THAN ONE INCH IN MAXIMUM DI- MENSION. THE RELATIVE COMPACTION OF THE LIME - TREATED SUB -BASE SHALL BE NOT LESS THAN 95 %, AS DETERMINED BY CALIFORNIA TEST METHOD NO. 216-E. E. CURING - DURING MIXING AND COMPACTING OPERATIONS, THE MIXTURE SHALL BE KEPT ABOVE THE OPTIMUM MOISTURE CONTENT. AFTER COM- PACTION THE SURFACE OF THE MIXTURE SHALL BE KEPT CONTINUOUSLY MOIST UNTIL SUCH TIME AS IT IS COVERED WITH THE BASE COURSE OR PRIME COAT. F. MEASUREMENT - BREAKING UPj MIXING. SPREADING, CURING AND COM- PACTING LIME- TREATED SOIL WILL BE MEASURED ON AN AREA BASIS. THE AREA IN SQUARE YARDS TO BE USED AS A BASIS FOR PAYMENT WILL BE DETERMINED BY HORIZONTAL MEASUREMENT OF THE FINISHED SURFACE OF THE BASE AT THE GRADING PLANE. G. PAYMENT - THE PRICE BID FOR WORK COVERED BY THIS SECTION SHALL !INCLUDE FULL COMPENSATION FOR FURNISHING ALL LABOR. MATERIALS. (EXCEPT QUICK - LIME). TOOLS, EQUIPMENT AND INCIDENTALS FOR COM- PLYING WITH THE ABOVE REQUIREMENTS AND NO ADDITIONAL COMPENSA- TION WILL BE MADE THEREFOR. 9.1 GRANULATED QUICKLIME - LINE TO BE MIXED WITH THE NATIVE SOIL IN PREPARING LIME - TREATED SOIL SHALL BE COMMERCIAL GRANULATED QUICK - LIME.CONFORMING TO ASTM C -51. WHEN SAMPLED BY THE ENGINEER AT THE JOB SITE.. THE SAMPLE OF LIME SHALL CONTAIN NOT LESS THAN 115% OF CALCIUM HYDROXIDE AFTER HYDRATION. AS DETERMINED BY THE PRO- CEDURE OF HYDRATE OUTLINED IN ASTM C -25. SP 7 OF 2! THE CONTRACTOR SHALL FURNISH THE ENGINEER WITH A CERTIFICATE FROM THE MANUFACTURER OF COMPLIANCE TO THIS REQUIREMENT. THE AMOUNT OF GRANULATED QUICK -LIME USED SHALL BE BETWEEN 20 AND 3d BY DRY WEIGHT OF THE SOIL. THE EXACT APPLICATION RATE SHALL BE AS SPECIFIED BY THE ENGINEER. PAYMENT FOR THIS ITEM SHALL BE BASED ON THE DRY WEIGHT OF GRANU- LATED QUICK -LIME INCORPORATED IN THE LIME - TREATED SOIL AND USED IN THE STABILIZATION OF WET OR UNSTABLE AREAS. 30 THROUGH 32. INSTALLATION OF ALL WATER SYSTEM IMPROVEMENTS A. LOWERING OF THE EXISTING 12" CEMENT COATED & LINED STEEL WATER MAIN - THE CONTRACTOR SHALL REMOVE APPROXIMATELY 265 FEET OF THE 12" CC &CL STEEL WATER MAIN WITHIN IRVINE AVENUE WITH THE MINIMUM DAMAGE POSIBLE TO THE SECTIONS OF PIPE SO THAT THE EXISTING PIPE MAY BE RELOCATED IN THE NEW LOCATION IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS AND THE FOLLOWING SPECIAL PROVISIONS. BETWEEN THE LIMITS _SHOWN ON THE PLANS, THE EXISTING LINE IS TO BE REMOVED AND -SALVAGED. THE TRENCH IS TO BE DEEPENED AND THE SALVAGED PIPE RE -LAID AT THE REQUIRED DEPTH. I. RELOCATION OF EXISTING LINE - THE EXISTING WATER LINE WAS INSTALLED IN LATE 1962. THE CONTRACTOR SHALL CAREFULLY EXCAVATE THE EXISTING WATER LINE TO BE RELOCATED USING HAND METHODS AS MAY BE NECESSARY FOR THE PROTECTION OF PIPING AND PIPE COATINGS. UPON COMPLETION OF THE EXCAVATION2 THE PIPE SHALL BE CAREFULLY SEPARATED AT THE JOINTS9 AND THE PIPE LIFTED FROM THE TRENCH AND STORED ON APPROVED BLOCKING. EACH SECTION OF PIPE SHALL BE INSPECTED IN THE PRESENCE OF THE ENGINEER WHO WILL GIVE DIRECTIONS AS TO CLEANINGS REPAIRS TO DAMAGED COATING AND PREPARATION OF JOINTS PRIOR TO RELAYING. IT IS THE INTENT TO RENOVATE THE PIPE AND THE ENDS OF THE PIPE TO NEAR NEW CONDITION." ALL TRACES OF EXISTING JOINTING2 LU--RICANT,, EXCESS MORTAR' CAULKING OR OTHER MATERIALS SHALL BE REMOVED. ALL SIGNS OF RUST OR OXIDATION SHALL BE REMOVED AND THE BARE METAL FINISHED AND PAINTED AS THE MANUFACTURER PRESENTLY DOES FOR NEW PIPE. THE RUN OF PIPE SHALL BE THOROUGHLY CHECKED FOR BROKEN OR CRACKED MORTAR LINING OR COATINGS WHICH SHALL BE TRACED TO THEIR SOURCE AND CHECKED BY THE ENGINEER BEFORE A REPAIR IS MADE. AFTER REPAIR THE WORK WILL AGAIN BE INSPECTED. DAMAGED OR ABRADED PIPE COATINGS OR LININGS FROM WHATEVER CAUSE SHALL BE REPLACED IN KIND AND TO THE SATISFACTION OF THE ENGINEER. BEFORE REPLACEMENT' SUR- FACES SHALL BE PROPERLY CUT BACK OR OTHERWISE PREPARED TO PROVIDE ADEQUATE BOND BETWEEN OLD AND NEW WORK AND TO THE PIPE TO BE COATED. THEREAFTER THE RENOVATED 'PIPE WILL BE USED AS PREVIOUSLY SPECIFIED. BEFORE THE REINSTALLATION OF THE PIPES NEW JOINT SEALS SHALL BE PROVIDED FOR EACH JOINT. HANDLING OF PIPE, CLEANING OF INTERIORS INSTALLATION SP 8 of 21 AND ASSOCIATED WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS AND THE REQUIREMENTS HEREIN, UNLESS OTHER WISE DIRECTED BY THE ENGINEER. 'PIPE DAMAGED THROUGH THE r CONTRACTOR'S NEGLIGENCE SMALL BE REPLACED'IN KIND, OR RE- PAIRED AS DIRECTED. 2. MATCRUALS - THE EXISTING PIPELINE IS A CONCRETE CYLINDER PIPE WITH RUBBER GASKETED.JOINTS AS MANUFACTURED BY THE SOUTHERN PIPE AND CASING COMPANY, AZUSA, CALIFORNIA; TELE- PHONE NUMBER CUM8ERLAND,3-7II I. TNE,EXIS:TI.NG PIPELINE WAS MANUFACTURED AND INSTALLED IN ACCORDANCE -WITM THE SOUTHERN PIPE AND CASING COMPANY DRAWING NO. 53- 1203 - 290 -3, SWEETS I THROUGH 7'. THE CONTRACTOR SHALL FURNISH'ALL. NECESSARY,MATERIALS FOR RELAYING'AND'RECONNECTING THE'EXISTING PIPELINE..` THESE MATfRIALS WILL_. INCLUDE NEW GASKETS AND BUTT STRAP CLOSING PIECE. THE - GASKETS SMALL MEET THE REQUIREMENTS OF THE SOUTHERN PIPE AND CASING COMPANY, AND SECTION 3.4 OF THE AMERICAN WATER WORKS STANDARD 0301. ANY MATERIAL DAMAGED AS A RESULT OF THE CONTRACTORS OPERATIONS SHALL BE REPAIRED OR REPLACED WITHOUT ADDITIONAL COMPENSATION TO THE CONTRACTOR, 3. PIPE HANDLING: AND STORAGE DURING' EXCAVATION, RECOVERY, STORAQE, HANDLING AND TRANSPORTING,' EVERY PRECAUTION SHALL BE TAKEN TO PREVENT INJURY TO THE PIPE: AFTER THE APPLI- CATION OF THE EXTERIOR COATING TO WELDING STEEL OR CON- CRETE CYLINDER PIPE OR UNCOVE.RINP OF EXISTING PIPE, THE ; PIPE SHALL BE HANDLED ONLY BY MEANS OF FABRIC SLINGS OR OTHER APPROVED MEAN$. PIPE WITH.LENGTHS IN EXCESS OF 20 FEET SHALL BE HANDLED WITH DOUBLE SLINGS EMPLOYING A• SPREADER BAR TO NAINTAIN-A, SEPAPATIONIOF AT LEAST 10 FEET. ROUND WIRE CABLE OR CHAIN SLINGS SHALL NOT BE USED UNDER ANY CIRCUMSTANCES. 4. PIPE LAY:I.NG,:AND JOINTING A. GENERAL: ALL PIPE SHALL HE 'LAID TRUE TO LINE AND GRADE, UNLESS OTHERWISE SHOWN OR DIRECTED BY •,THE ENGINEER., EACH PIPE .LENGTH SHALL HAVE A'FIRM BEARING FOR ITS FULL LENGTH EXCEPT AT BELL HOLES FOR FIELD JOINTS. BEFORE ANY LENGTH OF PIPE IS LAID, OR ANY FITTINGS PLACED, IT SHALL BE INSPECTED FOR DEFECTS, AND NO PIPE FITTING OR MATERIAL THAT DOES NOT MEET THE REQUIRE- MENTS OF THIS SPECIFICATION SMALL BE PLACED IN THE PIPE LINE. • SP9OF 21 EACH SECTION OF PIPE PRIOR TO PLACING IN THE DITCH, SHALL BE SWABBED OUT WITH A LONGHANDLED SWAB PASSING COMPLETELY THROUGH THE PIPE. ALL PIPE, VALVES AND FITTINGS, AS THEY ARE LAID, SHALL BE CAREFULLY WIPED OUT AND CLEANED OF ANY DIRT OF RUBBISH WHICH MAY HAVE LODGED INSIDE. TRENCH WATER SHALL BE PREVENTED FROM ENTERING THE PIPE OR FITTINGS AT ANY TIME. AT THE CLOSE OF A DAY'S WORK, OR WHENEVER WORKMEN ARE ABSENT FROM THE JOB, THE END OF THE LAST LAID SECTION OF PIPE SHALL BE PLUGGED, CAPPED OR OTHERWISE TIGHTLY CLOSED TO PREVENT THE ENTRY OF FOREIGN MATERIAL OF ANY NATURE. IF THE PIPE LAYING CREW CANNOT PUT THE PIPE INTO THE TRENCH, AND IN PLACE, WITHOUT GETTING EARTH INTO IT, THE ENGINEER MAY DIRECT THAT BEFORE LOWERING THE PIPE INTO THE TRENCH A HEAVY, TIGHTLY WOVEN CANVAS BAG OR PLASTIC SHEETING OF SUITABLE SIZE BE PLACED OVER EACH END OF THE PIPE. 8. CONCRETE CYLINDER PIPE LAYING: Io ALL PIPE SHALL BE LIFTED, UNLOADED, HANDLED AND LOWERED ONLY BY MEANS OF SOFT ROPE SLINGS OR FABRIC SLINGS. AT ALL TIMES DURING THE CON- STRUCTION OF THE PIPE LINE, THE CONTRACTOR SHALL USE EVERY PRECAUTION TO PREVENT INJURY TO THE LINING OR COATINGS OF THE PIPE. SHOULD ANY LINING OR COATINGS BE DAMAGED IN ANY WAY THE DAMAGED SECTION OF THE PIPE SHALL BE TAKEN OUT AND REPLACED. 2. IN JOINTING RUBBER GASKET JOINT PIPE, THE GAS- KET SHALL BE PLACED IN THE GROOVE IN THE SPIGOT END BEFORE THE SECTION IS LOWERED INTO THE TRENCH, THE BELL OF THE LAST PIPE SECTION LAID SHALL BE COATED WITH AN APPROVED LUBRICANT RECOMMENDED BY THE PIPE MANUFACTURER TO REDUCE THE FRICTION OF THE ENTERING GASKET. THE SPIGOT OF THE PIPE SEC- TION SHALL THEN BE INSERTED INTO THE BELL OF THE ADJOINING PIPE AND BROUGHT INTO POSITION WITHOUT INJURY TO THE PIPE OR GASKET. THE CLOSING FORCE SHALL BE APPLIED IN AN APPROVED MANNER. WHERE SCREW OR HYDRAULIC JACKS ARE USED A WOOD CUSHION NOT LESS THAN 21j INCHES THICK SHALL BE PLACED BE- TWEEN THE JACK AND THE PIPE. NO HAMMER OR IMPACT TOOL OF ANY KIND SHALL BE APPLIED TO THE PIPE OR FITTINGS FOR ANY PURPOSE WHATSOEVER AFTER THE MOR- TAR COATING HAS BEEN PLACED THEREON. E SP 10 of 21 CARE SHALL BE TAKEN TO INSURE THAT THE SPIGOT IS FULLY ENTERED INTO THE BELL AND A it FEELER" GAGE SHALL BE USED AT EACH JOINT TO CHECK THE POSITION OF THE RUBBER GASKET. 3. FIELD WELDING OF JOINTS IN LOCATIONS INDICATED ON THE DRAWINGS OR OTHERWISE APPROVED SHALL BE BY THE ELECTRIC ARC PROCESS AND SHALL SEAN ACCORDANCE WITH AWWA.SPECIFICATION C -206. EACH WELDED JOINT SHALL BE INSPECTED BY THE ENGINEER PRIOR T0. ANY JOINT GROUTING. 4. INTERIOR JOINT RECESSES SHALL BE FILLED WITH MOR- TAR MIXED IN THE PROPORTION OF ONE PART „PORTLAND CEMENT TOIz PARTS SAND AND HAVING A_STIFF CON- SISTENCY. THE BELL SHALL BE "BUTTERED” WITH MORTAR ANDS AFTER THE SUCCEEDING PIPE HAS BEEN BROUGHT TO POSITION* THE JOINT SHALL BE SWABBED SMOOTH BY DRAWING AN INFLATED RUBBER BALL THROUGH THE PIPE AND PAST THE JOINT. THE BALL SHALL BE INFLATED SO AS TO COMPLETELY FILL THE PIPE OPENING AND MAY BE COVERED WITH BURLAP. THE FINISHED JOINT SHALL BE SMOOTH AND FLUSH WITH THE ADJCENT PIPE SUR- FACES. " EXTERIOR JOINT RECE$SES.SHALL BE FILLED WITH MOR- TAR AFTER THE.'TRENCH HAS BEEN PARTIALLY BACKFALLED BETWEEN BELL HOLES AT LEAST THREE PIPE SECTIONS IN ADVANCE. RECESSES SHALL FIRST BE FLUSHED WITH WATER-'AND THEN A SHEET OF.FELT OR OTHER SUITABLE POROUS•''M'ATERIAL SECURELY PLACED AROUND THE PIPE. JOINT. GROUT SHALL CONSIST OF ONE PART PORTLAND CEMENT AND IZ,PARTS SAND MIXED WITH SUFFICIENT WATER TO HAVE THE CONSISTENCY OF THICK CREAM. THE JOINT SPACE SHALL BE FILLED WITH GROUT IN ONE CONTINUOUS OPERATION. AFTER FILLING IT SHALL BE RODDED ON BOTH SIDES OF.THE PIPE WITH A FLEXIBLE ROD TO SETTLE THE GROUT AND REMOVE TRAPPED AIR. THE JOINT SPACE SHALL THEN AGAIN BE FILLED WITH GROUT AND THE COMPLETED JOINT COVERED WITH EARTH. 5. FIELD WELDS AND OUTLETS - FIELD WELDS AND OUTLETS SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS AND HEREINBEFORE SPECIFIED. • SP II of 21 6. COOPERATION WITH OWNER — THE EXISTING 12° WATER MAIN IS OWNED BY THE CITY OF NEWPORT BEACH WATER DIVISIONo 592 SUPERIOR AVENUEO NEWPORT BEACH, CALIFORNIA; TELEPHONE 673 -2110 EXTENSION 74, MR. THOMAS PHILLIPS SUPERINTENDENT. THE CONTRACTOR SHALL COOPERATE WITH THE CITY'S REPRESENTATIVES IN THE INSPECTION AND CONTROL OF THIS PROJECT. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH WATER SUPERINTENDENTo 72 HOURS PRIOR TO SHUTDOWN. THE CITY WILL SHUT ALL REQUIRED VALVES. THE CONTRACTOR WILL BE REQUIRED TO DRAIN THE LINE AS NECESSARY. 7. COMPLETION OF WATER LINE RELOCATION - ALL WORK ON THE 12" CC &CL STEEL WATER MAIN SHALL BE COMPLETED AND THE LINE RETURNED TO SERVICE WITHIN TEN (10) CALENDAR DAYS AFTER THE WATER WITHIN THE PIPE IS SHUT OFF. 4O. ADJUST EXISTING SEWER MANHOLES TO GRADE — THE WORK SHALL BE SUS - JECT'TO INSPECTION BY THE COSTA MESA SANITARY DISTRICT. CONTRACTOR SHALL NOTIFY THE DISTRICT AT (714) MI 6 -2411 AT LEAST TWENTY —FOUR (24) HOURS PRIOR TO BEGINNING ANY WORK ON THE MANHOLES. B. PROJECT 10838: IMPROVEMENT OF 16TH STREET FROM IRVINE AVENUE TO DOVER DRIVE. 101. CLEARING AND GRUBBING — ALL CONCRETE WHICH MUST BE REMOVED SHALL BE INCLUDED IN THIS BID ITEM. 103. AGGREGATE BASE — THE AGGREGATE BASE REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTE 105 SHALL BE INCLUDED IN BID ITEM NO. 103. 104. ASPHALT CONCRETE�PAVINQ — THE ASPHALT CONCRETE PAVING REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTES 105, 1062 1270 AND 128 IS INCLUDED IN BID ITEM NO. 104. PRIME COAT AND PAINT BINDER AS REQUIRED IN SECTION 12 OF THE STANDARD SPECIFICATIONS SHALL BE INCLUDED IN BID ITEM NO. 104. A SEAL COAT WILL NOT BE REQUIRED EXCEPT AS NOTED ON THE PLANS FOR DRIVE APPROACHES. THE COST OF PLACING THE ASPHALT CONCRETE IN THE ASPHALT.CONCRETE -BERM IS INCLUDED IN BID ITEM N0. 125. THE CONTRACTOR MAY AT HIS OPTION SPREAD THE BASE COURSE BY MEANS OF A MOTOR GRADER. 0 SP 12 OF 21 107. REMOVE AND REPLACE EXISTING CHAIN LINK FENCE - THE EXISTING CHAIN LINK FENCE SHALL BE CAREFULLY DISMANTLED AND RECONSTRUCTED AT THE LOCATIONS SHOWN ON THE PLANS INCLUDING GATES, RAILS, TENSION WIRES, CORNER BRACES, TOP RAILS AND FITTINGS THAT NOW EXIST. ANY CHAIN LINK FABRIC, POSTS, BRACES, GATES OR FITTINGS THAT ARE DAMAGED BY THE CONTRACTOR SHALL BE REPLACED WITH NEW PIECES OF THE SAME DIMENSIONS AND QUALITY AS ORIGINALLY CONSTRUCTED. POST INSTALLATION SHALL CONFORM TO THE EXISTING SPACING. THE EARTH SHALL BE GRADED AND SHAPED TO PERMIT A UNIFORM TOP AND BOTTOM ALIGNMENT OF THE FENCE. ALL POSTS SHALL BE CLEANED OF ANY EXISTING CONCRETE FOUNDATION OR NEW EQUAL SIZED POSTS SHALL BE SUPPLIED. ALL FENCE POSTS SHALL BE SET IN CONCRETE FOOTINGS OF 10 INCH DIAMETER FOR CORNER, ANGLE, AND TERMINAL POSTS AND V INCH DIA- METER FOR INTERMEDIATE LINE POSTS. FOOTINGS SHALL EXTEND 36 INCHES INTO SOLID GROUND WITH POSTS IMBEDDED 30 INCHES INTO CLASS 8 CONCRETE. POSTS AND RAILINGS SET IN PIPE SLEEVES SHALL BE SET WITH "POUR- ROCK." TOP ORNAMENTS SHALL BE INSTALLED ON ALL POSTS SO THAT THE TOP OF THE EYE OF THE ORNAMENT IS LEVEL WITH THE TOP OF THE FABRIC. BRACE RAILS, IN PANELS ADJACENT TO END CORNER AND ANGLE POSTS, SHALL BE RIGIDLY SECURED TO POSTS WITH RAIL, FITTINGS AND RAIL END BANDS. FABRIC SHALL BE TIGHTLY STRETCHED AND SECURED TO POSTS WITH N0. 9 GAGE GALVANIZED STEEL WIRE HOOKED AT BOTH ENDS OR NO. 11 GAGE GALVANIZED STEEL WIRE WRAPPED 2 TURNS AROUND THE FABRIC WIRE AT BOTH ENDS. HOOKED TIES WITH LINKS ARE NOT PERMITTED. TIES TO POSTS SHALL BE SPACED NO GREATER THAN 16 INCHES APART. FABRIC SHALL BE SECURED WITH 2 TURNS, AT 18 INCHES ON CENTER) OF NO. 14 GAGE GALVANIZED TIE WIRE. AT CORNER, ANGLEy AND GATE POSTS, FABRIC SHALL BE SECURED WITH TENSION BARS EXTENDING THE FULL HEIGHT OF THE FENCE WITH TENSION BANDS SPACED 14 INCHES OR LESS APART. THE BOTTOM TENSION WIRE SHALL BE INSTALLED WITH THE TURN - BUCKLES AS THEY NOW EXIST, BUT SECURELY FASTENED TO THE POSTS AND PROPERLY TNESIONED. THE FABRIC SHALL BE IMBEDDED INTO THE EARTH 1� INCHES. THE GATES SHALL BE CAREFULLY STORED AND REINSTALLED WITH ALL EXISTING FITTINGS. THE GATES SHALL OPERATE AFTER INSTALLATION TO THE SATISFACTION OF THE ENGINEER. IOM. RELOCATE EXISTING FIRE HYDRANT - THE EXISTING FIRE HYDRANT ON THE SOUTHWEST CORNER OF 1 TH STREET AND IRVINE AVENUE SHALL BE RE- LOCATED AS SHOWN ON THE PLANS IN CONFORMANCE WITH SECTION 19 OF THE STANDARD SPECIFICATIONS. A THRUST BLOCK WITH A MINIMUM OF 6 FEET OF AREA SHALL BE PROVIDED PER STANDARD PLAN DRAWING NO. 502 -L. ANY LAWN WHICH IS DISTURBED SHALL BE NEATLY CUT, LAYED BACK AND REPLACED AFTER INSTALLATION. THE COST OF EXCAVATION, 0 SP 13 OF 21 ANY NEW FITTINGS COMPACTIONS THRUST BLOCKS PAINTS DISINFECTINGp AND ALL OTHER RELATED ITEMS TO COMPLETE THE WORK SHALL BE IN- CLUDED IN THE LUMP SUM PRICE FOR BID ITEM No. 108. 109. RELOCATE EXISTING STREET LIGHT - THE EXISTING STREET LIGHT AND PULL BOX ON THE SOUTHWEST CORNER OF 16TH STREET AND DOVER DRIVE SHALL BE RELOCATED AS SHOWN ON THE PLANS IN CONFORMANCE WITH SECTION 18 OF THE STANDARD.SPECIFICATIONS. THE EXISTING CONDUIT SHALL BE EXTENDED AS NECESSARY. NEW CABLE CONFORMING TO SECTION 18 -07 SHALL BE INSTALLED TO THE LAST PRECEDING STREET LIGHT STANDARD. THE COST OF THE NEW FOUNDATI.ONI CONDUITS CABLE TESTINGp BACKFILL AND ALL OTHER THINGS NECESSARY TO COMPLETE THE RELOCATION IS INCLUDED IN THE LUMP SUM PRICE FOR BID ITEM No. 109. 111. ADJUST EXISTING WATER VALVE FRAMES AND COVERS - THE EXISTING WATER VALVE FRAME AND COVERS SHALL BE ADJUSTED TO GRADE AS DE- TAILED ON STANDARD PLAN 507r1_ AFTER PAVING HAS BEEN COMPLETED. 116 THROUGH 127. REINFORCED CONCRETE PIPE, CORRUGATED METAL PIPE CONCRETE COLLARS, CATCH BASINS AND JUNCTION CHAMBER - THE PORTLAND CEMENT CONCRETE SHALL BE CLASS A FOR CONCRETE COLLARSp CATCH BASINS AND JUNCTION STRUCTURES. THE LOCAL DE- PRESSIONS MAY BE CLASS B. 128. CONSTRUCT ASPHALTIC CONCRETE BERM - THE ASPHALT CONCRETE BERM SHALL BE SHAPED AND COMPACTED WITH AN EXTRUSION MACHINE CAPABLE OF SHAPING AND COMPACTING THE MATERIAL TO THE REQUIRED CROSS SECTIONS. THE.COST OF THE ASPHALTIC CONCRETE SHALL BE INCLUDED IN BID ITEM NO. IOIF. THE COST OF PLACING AND FORMING THE AS- PHALTIC CONCRETE BERM SHALL BE INCLUDED IN BID ITEM NO, 128. 129. PLACE 24 FEET OF 12" VITRIFIED CLAY PIPE PLUGGED AT BOTH ENDS THE SEWER STUB EXTENDING NORTHERLY FROM THE EXISTING MANHOLE AT THE INTERSECTION OF 16TH STREET AND SEA GULL LANE SHALL BE EXTENDED NORTHERLY AS SHOWN ON THE PLANS AND PLUGGED AT BOTH ENDS FOR FUTURE USE. LEAKAGE TESTS AND BALLING OF THE SEWERS AS REQUIRED IN SECTION 16 -10 AND 16 -11 WILL NOT BE REQUIRED. THE COST OF EXCAVATINGO PLUGGING, BACKFILLING� AND ALL OTHER RELATED ITEMS NECESSARY TO COMPLETE THE WORK SHALL BE INCLUDED IN THE LUMP SUM PRICE FOR BID ITEM N0. 129. 130. _PLACE 12" GATE VALVE, 12" - IFS' C.I. ELBOW,5' - 6�� OF 12" CLASS 150 ASBESTOS CEMENT PIPE AND 12R C.1. CAP - THE EXISTING WATER LINE NEAR THE CENTER OF lfxrm STREET AND IRVINE AVENUE SHALL BE EXTENDED AS SHOWN ON THE PLANS AND SPECIFIED HEREIN. THE COST OF EXCAVATIONp CONCRETE THRUST BLOCKS PAINTp DISIN- FECTINGp COMPACTION AND ALL OTHER RELATED ITEMS NECESSARY TO COMPLETE THE WORK SHALL BE INCLUDED .IN THE LUMP SUM PRICE FOR BID ITEM NO. 130. t � E SP 14 OF 21 131. LIME TREATED SUB -BASE - THE PROVISIONS OF PROJECT 1083A$ ITEM 9 APPLY TO THIS ITEM. 132. GRANULATED QUICKLIME - THE PROVISIONS OF PROJECT 1083AS ITEM 9.1 APPLY TO THIS ITEM. C. PROJECT I083Ct IMPROVEMENT OF PLACENTIA AVENUE AT PRODUCTION PLACE. 201. EXCAVATION AND GRADING - THE ENTIRE STREET AREA WITHIN THE LIMITS OF THE NEW CONSTRUCTION SHALL BE REMOVED AND THE UNDERLYING MATERIAL EXCAVATED TO THE REQUIRED DEPTH AND COMPACTED TO ALLOW FOR THE CONSTRUCTION OF THE NEW STRUCTURAL SECTION AS SHOWN ON THE PLANS. CLEARING AND GRUBBING$ REMOVAL OF EXISTING ASPHALT PAVEMENTS AND REMOVAL OF EXISTING CONCRETE CURBS$ GUTTERS$ CROSS - GUTTER$ DRIVEWAY APPROACH$ AND SIDEWALK SECTIONS ARE IN- CLUDED IN THE LUMP SUM PRICE PAID FOR EXCAVATION AND GRADING. CLEARING AND GRUBBING SHALL INCLUDE REMOVAL OF TREES$ WIRE FENCES AND BRICK PILASTERS. CONSTRUCTION NOTES 201$ 202$ 203 AND 2O4 ARE INCLUDED N THE LUMP SUM PRICE FOR BID ITEM N0. 201. 205. RELOCATE STREET LIGHT AND CONDUIT - THE EXISTING STREET LIGHT ON THE NORTHWEST CORNER OF PLACENTIA AVENUE AND PRODUCTION PLACE SHALL BE RELOCATED AS SHOWN ON THE PLANS IN CONFORMANCE WITH SECTION 18 OF THE STANDARD SPECIFICATIONS AND APPLICABLE PORTIONS OF THE CITY OF NEWPORT BEACH DRAWING N0. STD - 204 -L. THE EXISTING CONDUIT SHALL BE MODIFIED AS NECESSARY. NO SPLICING OF CABLE WILL BE ALLOWED WITHIN THE CONDUIT. NEW CABLE CONFORMING TO SECTION 15 -07 SHALL BE INSTALLED TO THE LAST PRECEDING STREET LIGHT STANDARD IN LIEU OF SPLICING. THE COST OF THE NEW,FOUNDA- TION$.PULL BOX$ CABLE, CONDUIT MODIFICATIONS TESTINGS SACKFILL AND ALL OTHER RELATED ITEMS NECESSARY TO COMPLETE THE RELOCATION REQUIRED SHALL BE INCLUDED IN THE LUMP SUM PRICE FOR BID ITEM ND. 205. 206. RELOCATE MISCELLANEOUS STRUCTURES - RELOCATING TWO PRIVATE MAILBOXES TO SIMILAR LOCATIONS RELATIVE TO THE NEW CURB AND GUTTER REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTE 206 SHALL BE INCLUDED IN BID ITEM NO. 206. 210. CONSTRUCT ASPHALT CONCRETE PAVEMENT,- THE 2° ASPHALT CONCRETE SURFACE AND 177 ASPHALT CONCRETE RESURFACING REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTES 209 AND 210 SHALL BE INCLUDED IN BID ITEM NO. 210. THE CONTRACTOR SHALL FURNISH SUFFICIENT RAKERS TO PROPERLY FEATHER THE EDGES OF THE VARIABLE THICKNESS PAVEMENT TO THE SATISFACTION OF THE ENGINEER. THE CONTRACTOR MAY AT HIS OPTION SPREAD THE BASE COURSE BY MEANS OF A MOTOR GRADER. J • • SP 15 OF 21. 211. CONSTRUCT CROSS GUTTER - THE COST OF THE CROSS GUTTER, SPANDRELS, CURB RETURNS$ AND SIDEWALK SECTIONS REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTES 211 AND 212 SHALL BE INCLUDED IN THE LUMP SUM PRICE FOR BID ITEM N0. 211. ATTENTION IS DIRECTED TO APPLI- CABLE PORTIONS OF THE CITY OF NEWPORT BEACH DRAWING NO. STD - 104 -L. PORTLAND CEMENT CONCRETE USED IN CROSS GUTTERS AND SPANDRELS SHALL BE CLASS A. 215. CONSTRUCT STREET BARRICADE - THE COST OF THE 15' METAL BARRICADE$ TWO WOOD POSTS$ AND TWO W21R WARNING SIGNS ON SEPARATE POSTS RE- QUIRED ON THE PLANS UNDER CONSTRUCTION NOTE 215 SHALL BE-INCLUDED IN THE LUMP SUM PRICE FOR BID ITEM N0. 215. D. PROJECT I083G: RECONSTRUCTION OF STREETS IN TRACT 3068$ ANNEVERSARY ESTATES, 601. EXCAVATION - THIS ITEM SHALL CONSIST OF REMOVAL AND DISPOSAL OF THE EXISTING 3 INCH THICK ASPHALT SURFACING FROM WITHIN THE AREAS DESIGNATED AND THE CONCRETE CROSS- GUTTER AT THE WESTERLY INTER- _ S €CTION OF.ANNIVERSARY LANE AND GOLDEN CIRCLE. REMNANTS OF THE ASPHALT PAVEMENT WHICH WILL PASS A I SCREEN MAY REMAIN AND BE INCORPORATED IN THE LIME - TREATED SOIL. 602. GRANULATED QUICKLIME - THE PROVISIONS OF PROJECT 1083A$ ITEM 9.1 SHALL APPLY TO THIS ITEM. 603 AND 604. LIME TREATED SOIL - THE PROVISIONS OF PROJECT 1083A$ ITEM 9 SHALL APPLY TO THIS ITEM. AFTER THE REMOVAL OF,THE EXISTING ASPHALT PAVEMENT$ ALL SOFT OR UNSTABLE AREAS THAT WOULD INTERFERE WITH THE PASSAGE OF TRAFFIC SHALL BE IMMEDIATELY STABILIZED BY MIXING INTO THESE AREAS SUFFICIENT AMOUNTS OF QUICKLIME. THE QUICKLIME USED FOR THIS PURPOSE SHALL BE INCLUDED IN THE QUANTITIES PAID FOR AS SPECI- FIED IN ITEM 602. THE CONTRACTOR SHALL TAKE WHATEVER MEASURES MAY BE REQUIRED.TO ASSURE THAT NO PERSONS ARE PERMITTED TO COME IN DIRECT PHYSICAL CONTACT WITH THE LIME BEFORE IT IS MIXED WITH THE SOIL. . 606. REMOVE AND REPLACE 4 CONCRETE SLABS - THE REMOVAL AND REPLACE -. MENT OF THICK CONCRETE SLABS CONSISTS OF 4 FOOT WIDE SIDEWALKS$. SIDEWALK SLABS ADJACENT TO CURB RETURNS$ AND DRIVEWAY APRONS ALL AT THE LOCATIONS SHOWN ON THE DRAWINGS AND AS DESIGNATED IN THE FIELD BY THE ENGINEER AND AS SPECIFIED IN SECTION 15. 607. REMOVAL AND REPLACEMENT OF CONCRETE CROSS- GUTTER - THE CONCRETE CROSS- GUTTER SHALL BE REMOVED AND REPLACED WITH CLASS A CONCRETE AT THE LOCATION AND TO THE DIMENSIONS SHOWN ON THE DRAWINGS AND AS SPECIFIED IN SECTION 15. THE REMOVAL AND REPLACEMENT SHALL INCLUDE THE CONCRETE CURB RETURNS. 608. DRAINAGE CATCHBASIN NO. I - THE WORK INCLUDED IN THIS ITEM CON - SISTS OF CONSTRUCTING CATCHBASIN N0. 1$ INSTALLING THE IV." OUT- LET PIPE., RELOCATING THE EXISTING 6 INCH WATER MAIN$ AND CON- STRUCTING THE CONCRETE SPILLWAY WITHIN THE FLOOD CONTROL CHANNEL. SP 16 OF 21 THE WORK SHALL BE CONSTRUCTED AT THE LOCATION AND TO THE DI- MENSIONS AND GRADES SHOWN ON THE DRAWINGS, AND AS SPECIFIED IN SECTION 17. THE CATCHBASIN AND SPILLWAY SHALL BE CONSTRUCTED OF CLASS S CONCRETE. ALL WORK WITHIN THE PAVED PORTION OF THE STREET SHALL BE COMPLETED PRIOR TO CONSTRUCTING THE LIME - TREATED SOIL. THE ENGINEER SHALL BE NOTIFIED AT LEAST 24 HOURS IN ADVANCE OF THE NEED TO RELOCATE THE STREET LIGHTING CONDUIT. ALL WORK NORTHERLY OF ANNIVERSARY LANE SHALL CONFORM TO THE RE- QUIREMENTS OF THE ORANGE COUNTY FLOOD CONTROL DISTRICT PERMIT, WHICH IS ON FILE IN THE OFFICE OF THE ENGINEER. THE CONTRACTOR SHALL NOTIFY, IN WRITINGS 1) THE ENGINEER, 2) THE SANTA ANA HEIGHTS WATER COMPANY, 1126 S.E. PALISADES ROAD, AND 3) ALL RESIDENTS WHOSE SERVICE WILL BE INTERRUPTED, AT LEAST 72 HOURS PRIOR TO ANY SHUTDOWN OF THE MAIN. THE MAXI- MUM TOTAL TIME THE MAIN IS SHUT DOWN SHALL BE LIMITED TO FOUR HOURS. ALL WORK ON THE WATER LINE SHALL BE SUBJECT TO THE APPROVAL OF THE WATER COMPANY. 609. DRAINAGE CATCHBASIN N0. 2 - THE WORK INCLUDED IN THIS ITEM CONSISTS OF CONSTRUCTING CATCHBASIN NO. 2, RELOCATING THE EXISTING. 6 INCH WATER LINE, INSTALLING THE 18" OUTLET PIPE, AND CON- STRUCTING THE CONCRETE SPILLWAY WITHIN THE FLOOD CONTROL CHANNEL._ THE WORK SHALL BE DONE AS SPECIFIED IN SECTION 608. A 3 -INCH GAS LINE ADJACENT TO THE CATCHBASIN WILL BE RELOCATED BY THE GAS COMPANY CONCURRENTLY WITH THE RELOCATION OF THE WATER LIME. THE CONTRACTOR SHALL NOTIFY p THE SOUTHERN COUNTIES GAS COMPANY, TELEPHONE NUMBER (714) 538 -0211 WHEN EXCAVATION WILL BEGIN FOR THE WATERLINE, :AT LEAST 72 HOURS PRIOR TO BEGINNING WORK IN THE PARKWAY. THE CONTRACTOR SHALL COOPERATE WITH THE . GAS COMPANY IN COORDINATING THE WORK IN ORDER'TO MINIMIZE INTERFERENCE. 610. ASPHALTIC CONCRETE PAVEMENT 3" THICK - THE WORK INCLUDED IN THIS ITEM CONSISTS OF CONSTRUCTING A 3° THICK ASPHALTIC CON- CRETE PAVEMENT OVER THE LIME- TREATED SOIL AT THE LOCATIONS SHOWN ON THE DRAWINGS AND AS SPECIFIED IN SECTION 12. THE ASPHALT PAVEMENT SHALL NOT BE CONSTRUCTED UNTIL 72 HOURS AFTER THE LIME- TREATED SOIL HAS BEEN SPREAD AND COMPACTED UNLESS THE ENGINEER HAS DETERMINED THAT CURING HAS BEEN COMPLETED IN A SHORTER TIME. CONCRETE CURBS, GUTTERS AND CROSS- GUTTERS TO BE REPLACED SHALL BE COMPLETED 7 DAYS PRIOR TO CONSTRUCTING TW e � `� SP 17 OF 21 ASPHALT PAVEMENT. AT LEAST 24 HOURS PRIOR.TO PLACING THE ASPHALT PAVEMENTS THE LIME - TREATED SOIL SHALL BE PRIMED WITH RC 30 LIQUID ASPHALT WITH A 40 -50 PENETRATION BASE ASPHALT SPREAD AT A RATE OF 0.10 GALLON PER SQUARE YARD. THE COST OF FURNISHING AND APPLYING THE PRIME COAT SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE ASPHALTIC CONCRETE AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED THEREFOR. THE ASPHALT PAVEMENT SHALL BE CONSTRUCTED IN TWO LAYERS. ALL OF THE ASPHALTIC CONCRETE SHALL BE TYPE B AND THE ASPHALT BINDER SHALL BE 85 -100 GRADE PAVING ASPHALT. THE MINERAL AGGREGATE FOR THE FIRST LAYERS APPROXIMATELY 2" THICK COMPACTEDS SHALL BE 3A t, MAXIMUM. THE MINERAL AGGREGATE FOR THE TOP I" LAYER SHALL BE 1/2" MAXIMUM. THE CONTRACTOR MAY AT HIS OPTION SPREAD THE FIRST LAYER BY MEANS OF A MOTOR GRADER. 611. ASPHALTIC CONCRETE OVERLAY I" THICK - THE WORK INCLUDED IN THIS ITEM CONSISTS OF CONSTRUCTING A I THICK ASPHALT CONCRETE PAVE- MENT AS SPECIFIED IN SECTION 12 OF THE STANDARD SPECIFICATIONS OVER AN EXISTING ASPHALTIC SURFACE AT THE LOCATIONS SHOWN ON THE DRAWINGS. THE ASPHALTIC CONCRETE SHALL BE TYPE By THE MINERAL AGGREGATE 1/211 MAXIMUMSAND THE ASPHALT BINDER SHALL BE 85 -100 GRADE PAVING ASPHALT. 612. ADJUST MANHOLE COVERS - THIS ITEM CONSISTS OF LOWERING MANHOLE COVERS IN ADVANCE OF CONSTRUCTING THE LIME- TREATED SOIL AND ADJUSTING THESE SAME COVERS TO GRADE AFTER THE ASPHALT CONCRETE PAVEMENT HAS BEEN COMPLETED. THE WORK SHALL BE DONE AT THE LOCATIONS SHOWN ON THE DRAWINGS AND AS SPECIFIED IN SECTION 12 -09. PRIOR TO CONSTRUCTING THE LIME- TREATED SOILS THE CAST IRON FRAMES AND COVERSSHALL BE REMOVED. SUFFICIENT GRADE RINGSy OR BRICKSS SHALL ALSO BE REMOVED TO LOWER THE TOP OF THE MANHOLE BELOW THE GRADE OF THE BOTTOM OF THE LIME - TREATED SOIL. THE OPENING OF THE MANHOLE SHALL BE COVERED WITH A HEAVY STEEL PLATES NOT EX- CEEDING 48" IN MAXIMUM DIMENSIONS AND THE CENTER OF THE OPENING LOCATED BY MEANS OF REFERENCES THAT WILL NOT BE DISTURBED DURING THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF THE CAST IRON FRAMES AND COVERS. ANY LOST OR DAMAGED COVERS OR FRAMES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. r e � E SP 18 of 21 613. ADJUST CLEANOUT COVERS - THIS .ITEM- CONSISTS OF LOWERING CLEAN - OUT COVERS IN ADVANCE OF CONSTRUCTING THE LIME- TREATED SOIL AND ADJUSTING THESE SAME COVERS TO GRADE AFTER THE ASPHALT CONCRETE PAVEMENT HAS BEEN COMPLETED. THE WORK SMALL BE DONE AT THE LOCATIONS SHOWN ON THE DRAWINGS AND AS SPECIFIED IN SECTION 12 -09. PRIOR TO CONSTRUCTING THE LIME- TREATED SOIL, THE FRAMES AND COVERS SHALL BE REMOVED AND THE RISER PIPE PLUGGED AT OR BELOW THE GRADE OF THE LIME - TREATED SOIL. THE CENTER OF THE OPENING SHALL BE ACCURATELY LOCATED BY MEANS OF REFERENCES THAT WILL NOT BE DISTURBED DURING THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF THE FRAMES AND COVERS, AND ANY LOST OR DAMAGED FRAMES OR COVERS SHALL BE REPLACED AT THE CON - TRACTORS' EXPENSE. 614. CONCRETE SAW - CUTTING - WHERE CURB2 GUTTER, OR SLAB REMOVAL DOES NOT END AT A COLD JOINTS THE EXISTING CONCRETE WORK SHALL BE SAW -CUT AS SPECIFIED IN SECTION 15 -03. THE COST OF THIS WORK SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE VARIOUS ITEMS OF CONCRETE WORK AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED THEREFOR. -- 615. SAND OR AGGREGATE BLANKET - THE COST OF FURNISHING AND PLACING THE SAND OR AGGREGATE BLANKET SHOWN ON THE DRAWINGS TO BE PLACED UNDER NEW CONCRETE WORK SHALL BE INCLUDED IN THE.UNIT PRICES BID FOR THE VARIOUS ITEMS OF CONCRETE WORK AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED THEREFOR. E. PROJECT 1083H: CONSTRUCTION OF UNDERDRAIN AT SANTIAGO DRIVE AND NOTTINGHAM ROAD 700. CONSTRUCT 8" PERFORATED DRAIN - THE COST OF CONSTRUCTING UNDER - DRAIN PIPE SHALL INCLUDE EXCAVATION, REMOVALS AND THE FURNISHING AND INSTALLING OF ALL PIPES FITTINGS AND APPURTENANCES WHICH MAY BE REQUIRED. 701. CONSTRUCT CLASS I AGGREGATE PERMEABLE BACKFILL - ALL PERMEABLE BACKFILL' MATERIAL USED AS TRENCH BACKFILL AND UNDER 6" ASPHALT CONCRETE PAVEMENT ANn UNDER 8" PORTLAND CEMENT CONCRETE SHALL BE PAID FOR UNDER THIS ITEM. 705. RE -LAY EXISTING SUBDRAIN PIPE IN NEW PERMEABLE MATERIAL- APPROXI- MATELY 25 FEET OF THE EXISTING SUBDRAIN PIPE SHALL BE TAKEN UP AND RE -LAID IN NEW PERMEABLE BACKFILL MATERIAL. AT THIS TIME, i 3 t E SP 19 of P1 THE EXISTING SUBDRAIN PIPE DOWNSTREAM SHALL BE FLUSHED OUT BY THE CONTRACTOR WITH A FIREHOSE. IN THE EVENT THAT THE EXISTING SUBDRAIN IS STOPPED UP, THE ENGINEER WILL HAVE THE OPTION OF HAVING CITY FORCES CLEAN OUT THE SUBDRAIN, OR DIRECTING THE CONTRACTOR TO RE -LAY, IN NEW PERMEABLE MATERIAL, ADDITIONAL QUANTITIES OF THE EXISTING SUBDRAIN PIPE AT THE UNIT PRICE BID FOR RE- LAYING EXISTING SUBDRAIN PIPE IN NEW PERMEABLE MATERIAL. THE COST OF FLUSHING OUT THE EXISTING SUBDRAIN PIPE WILL BE INCLUDED IN THE COST OF THE OTHER ITEMS OF WORK, AND NO ADDITIONAL PAYMENT WILL BE MADE THEREFOR. F. PROJECT 1083E CONSTRUCTION OF STREET IMPROVEMENTS IN CLIFF DRIVE. 800. SAWCUT AND REMOVE CONCRETE PAVEMENT - THE EXISTING CONCRETE PAVEMENT , TO BE REMOVED, REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTE 800, SHALL BE SAWCUT AT ALL EDGES WHEREQ�A COLD JOINT DOES NOT EXIST, THE UNIT PRICE FOR BID ITEM NO. 800 SHALL INCLUDE THE COST OF SAWCUTTING AND REMOVING THE CONCRETE PAVEMENT. 801. SAWCUT AND REMOVE EXISTING A.C. PAVEMENT - THE COST OF SAW- CUTTING AND REMOVING THE EXISTING A.C. PAVEMENT, REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTE 801, SHALL BE INCLUDED IN THE UNIT PRICE FOR BID ITEM N0. 801. 802. SAWCUT AND REMOVE EXISTING CURB AND GUTTER OR CURB ONLY - WHERE CURB AND GUTTER OR CURB ONLY REMOVAL, REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTE HOP, DOES NOT END AT A COLD JOINT, THE EXISTING CONCRETE WORK SHALL BE SAWCUT. THE UNIT PRICE FOR BID ITEM N0.• 802 SHALL INCLUDE THE COST OF SAWCUTTING AND REMOVING THE CURB AND GUTTER OR CURB ONLY. 803. PLACE 6" AGGREGATE BASE - THE 6" THICK AGGREGATE BASE COURSE TO BE PLACED AND COMPACTED IN AREAS SHOWN ON THE PLANS UNDER CON- STRUCTION NOTE 803 SHALL BE INCLUDED IN THE UNIT PRICE FOR BID ITEM No. 803. 805. EXCAVATE FOR EXISTING DRAIN PIPE REMOVAL - THE WORK REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTE 005 INCLUDES EXCAVATING A TRENCH OVER THE EXISTING DRAIN PIPE, REMOVING THE EXISTING CATCH BASIN, REMOVING THE EXISTING 12" C.M.P., AND BACKFILLING AND COMPACTING THE TRENCH. EXCAVATION AND BACKFILL SHALL1L'' BE IN ACCORDANCE WITH APPLICABLE PORTIONS OF SECTIONS 16 -0'F AND 16 -07 OF THE CITY OF NEWPORT BEACH STANDARD SPEI- CFICATIONS. THE COST OF THIS WORK SHALL BE INCLUDED IN THE LUMP SUN PRICE FOR BID No. 805. ♦ SP 20 OF 21 806. PLACE 90 -FEET OF 18" C.M.P. DRAIN - THE WORK REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTE b0b INCLUDES PLACING 90' OF IS" 'C.M.P. DRAIN AND CONSTRUCTING A 31' X 3j' X I' THICK CONCRETE ANCHOR WALL. THE COST OF THIS WORK SHALL BE INCLUDED IN THE , UNIT PRICE FOR BID ITEM NO. 806. p,, 507. CONSTRUCT L.A.C.F.C.D. CATCH BASIN NO. 2 - THE WORK REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTE O7 INCLUDES CONSTRUCTING THE NEW CATCH BASIN AND PLACING 6 -FEET OF 12" C.M.P. TO CONNECT THE EXISTING 12" C.M.P. DRAIN TO THE NEW CATCH BASIN. THE COST OF THIS WpOR,KSHALL BE INCLUDED IN THE LUMP SUM PRICE FOR BID ITEM NO. 807. 508. CONSTRUCT TYPE "A" CURB AND GUTTER (8" CURB FACE)- THE COST OF CONSTRUCTING TYPE "A" CURB AND GUTTER WITH AN 6" CUR FACE, REQUIRED.ON THE PLANS UNDER CONSTRUCTION NOTE W SHALL BE IN- CLUDED IN THE UNIT PRICE FOR BID ITEM N0.-505. 509. CONSTRUCT TYPE "A" CURB AND GUTTER (6" CURB FACE) - THE RE- PLACEMENT TYPE A CURB AND GUTTERp REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTE 809, SHALL HAVE A 6" CURB FACE AND SHALL BE CONSTRUCTED IN THE LOCATIONS AS MARKED IN THE FIELD. THE COST OF THIS WORK SHALL BE INCLUDED IN BID ITEM N0. 809. 511. CONSTRUCT SPECIAL CROSS GUTTER - THE WORK REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTE 611 INCLUDES CONSTRUCTING THE 5" THICK CROSS GUTTER AND SPANDREL AND THE ADJOINING REPLACEMENT CURB WITH 6" FACE. THE COST OF THIS WORK SHALL BE INCLUDED IN THE UNIT PRICE FOR BID ITEM NO. 511. 512. PLACE 2" ASPHALT CONCRETE PAVING - THE WORK REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTE 612 INCLUDES APPLYING THE TACK COATjI TREATING ALL TRANSVERSE JOINTS AND CRACKS IN THE EXISTING CON- CRETE PAVEMENT AS MARKED IN THE FIELD IN THE FOLLOWING DESCRIBED MANNERS AND PLACING THE 2" A.C. PAVEMENT. AFTER.THE APPLICATION OF THE TACK COAT AND PRIOR TO PLACING THE ASPHALT CONCRETE, A LAYER OF CRUSHER DUST OR SAND SHALL BE PLACED OVER THE JOINTS OR CRACKS. THIS MATERIAL SHOULD BE PLACED WITH A SPREADER BOX PRO- VIDING A MAT 18- INCHES WIDE AND 1/5 TO 1/4 INCH THICK. CARE SHOULD BE EXERCISED TO INSURE THAT THE MATERIAL IS CENTERED OVER THE CRACK OR JOINT. THIS MATERIAL.MAY BE SPREAD WELL AHEAD OF THE PAVER TO INSURE NORMAL PAVING OPERATIONS. THE COST OF THIS WORK AND THE COST OF PLACING THE A.C. LEVELING p80 PATCHES., REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTE 3 AND GENERAL NOTE NO. 5, SHALL BE INCLUDED IN THE UNIT COST FOR B.ID ITEM NO. 512. s 0 0 SP 21 of 21 813. CONSTRUCT STANDARD ALLEY APPROACH - THE WORK REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTE 013 INCLUDES REMOVING THE EXISTING ALLEY APPROACH AND CONSTRUCTING,THE NEW STANDARD ALLEY APPROACH TO THE ELEVATIONS AS SHOWN ON THE PLANS. THE COST OF THIS WORK 1� SHALL BE INCLUDED IN THE LUMP SUM PRICE FOR BID ITEM No. 813. 814. CONSTRUCT RIP RAP LINED CHANNEL - THE WORK REQUIRED ON THE PLANS UNDER CONSTRUCTION NOTE 614 INCLUDES HAND- PLACING 10 -25# ROCK RIP -RAP OR BROKEN CONCRETE SIDEWALK SECTIONS OVER COMPACTED FILL AND GROUTING THE VOIDS TO FORM A LINED CHANNEL. A FOOTING TRENCH ALONG THE TOE OF THE SLOPE IS NOT REQUIRED. THE ROCKS OR BROKEN CONCRETE SECTIONS SHALL BE PLACED WITH THEIR LONGITUDINAL AXIS NORMAL TO THE EMBANKMENT FACE. THE COST OF THIS WORK SHALL BE INCLUDED IN THE UNIT PRICE FOR BID ITEM N0. 814. NOTICE TO BIDDERS It 9 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CONTRACT 1083 FISCAL YEAR 1966 -67 COMBINED STREET IMPROVEMENTS ADDENDUM NO. I 1. PLEASE MODIFY THE SCOPE OF THE WORK FOR PROJECT 1083BO "IMPROVEMENT OF 16TH STREET FROM IRVINE AVENUE TO DOVER DRIVE" TO DELETE ALL WORK EASTERLY OF STATION 25 + 25. PLEASE MODIFY THE PROPOSAL TO REFLECT THE FOLLOWING REVISED QUANTITIES: 102 3042 CY EXCAVATION 10 3064 TONS AGGREGATE BASE IN 1755 TONS ASPHALT CONCRETE I09 0 EACH RELOCATE EXISTING STREET LIGHT 112 1534 LF CONCRETE CURB & GUTTER 5" CURB FACE 114 3 SF CONCRETE SIDEWALK 115 711 SF CONCRETE DRIVE APPROACH 117 0 LF 30" RCP IIOOD IZ5 0 EACH CATCH BASIN 131. 7863 SY LIME TREATED SUBBASE 132 48.7 TONS LINE REVISED DRAWINGS SHOWING THE DELETED WORK ARE AVAILABLE IN THE OFFICE OF THE CITY ENGINEER FOR REVIEW BY INTERESTED BIDDERS. THE REVISED DRAWINGSWILL BE ISSUED TO THE CONTRACTOR AS PART OF THE CONTRACT PACKAGE. 2. ON PAGE 14 OF THE SPECIAL PROVISIONS REVISE THE FIRST LINE OF ITEM;2I0 TO READ "THE 3" ASPHALT CONCRETE ". 3. ON PAGE 16 OF THE SPECIAL PROVIStONS, REVISE THE FOURTH LINE (PART OF: ITEM 608) TO READ "OF CLASS A CONCRETE ....." 4. ON PAGE 20 OF THE SPECIAL PROVISIONS, ADD THE FOLLOWING TO ITEM 812 FIRST PARAGRAPH; "PRIOR TO APPLYING THE TACK COATS ALL CRACKS AND JOINTS IN THE EXISTING :PAVEMENT SMALL BE THOROUGHLY CLEANED OUT AND TREATED AGAINST NEW GRASS AND WEED GROWTH BY APPLYING A CONCENTRATED WATER SOLUTION OF POLYBOR CHLORATE,, AS MANU- FACTURED BY U.S. BORAXp OR EQUAL." PLEASE SHOW DATE OF RECEIPT OF THIS ADDENDUM ON THE PR SAL SHEET OR SUBMIT A .COPY OF THIS ADDENDUM WITH YOUR PROPOSAL. r I/� E NJA IN B. NOLAN 5/26/67 CITY ENGINEER SERTIFICATE OF INSURANCO TO: Name and Address of Insured City of Newport Beach GRIFFITH COMPANY City Hall 611 SOUTH SHATTO PLACE 3300 West Newport Boulevard LOS ANGELES, CALIFORNIA 90005 Newport Beach, California COVERAGE COMPANY AND POLICY * EXPIRATION DATE LIMITS OF LIABILITY Workmen's Compensation Pacific Indemnit 7 -1 -68 WC- Statutory Employers Liability PEC 52500 BL- unlimited in California Bodily Injury Property Damage acific Indemnit 7 -1 -69 Comprehensive General Liability C 177900 $500,000 per occurrence - Each Peron Each Accident Combined Single Limit for Aggregate Bodily Injury and Property Damage 7 -1 -69 Comprehensive Automobile " ' Liability Insurance Each Person Each Accident Excess Liability iarbor Ins. Co. 7 -1 -69 $1,500,000 per Occurrence - Insurance Combined Single Limit for 03904 Bodily Injury and Property Damage, excess over Pacific Indemnity Policy LAC 177900 THE CITY OF NEIPORT BEACH is recognized as an Additional Insured but only as respec s work performed by GRIFFITH COMPANY. (Endorsement No. 3 under Pacific Indemnity Policy LAC 177 0) "It is hereby Widerstood and agreed that the Policy to which this Certificate re ers may not be c mceled, mate ally changed, not the amount of coverage thereof redued. not lice allowed to lapse until ten (10) days after recei t by the Cit Clerk of the City of Newport Beach, City Hall, Newpo t Beach, Cal fornia, of a registered written notice of such cancella ion or reduction in coverage." APPROVED AS TO FORM Date, 4:;;:-- lri; Location: ALL OPERATIONS OF THE INSURED - 1-"......... aF Notice of Cancelation—In the event of cancelation or change in the above certified Coverages,4NNO;!EXM # tit➢ftx zjcthe undersigned to givexWf days written notice of cancelation or change to: will 30 See Above (See reverse side for additional provisions) FRED. S. JAMES & CO. This is to certify Coverage under the above policies. INSURANCE BROKERS 62� SouVh Kingsley Drive, Los Angeles 5, Calif. 6- 21 -67 /ak L 1 IRV NOTICE TO BIDDERS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CONTRACT 1083 FISCAL YEAR 1966 -67 COMBINED STREET IMPROVEMENTS ADDENDUM NO. I I. PLEASE MODIFY THE SCOPE OF THE WORK FOR PROJECT 1083BO "IMPROVEMENT OF 16TH STREET FROM IRVINE AVENUE TO DOVER DRIVE" TO DELETE ALL WORK EASTERLY OF STATION'25 + 25. PLEASE MODIFY THE PROPOSAL TO REFLECT THE FOLLOWING REVISED QUANTITIES: 102 3042 CY EXCAVATION IOj 3064E TONS AGGREGATE BASE 1O4 1785 TONS ASPHALT CONCRETE 109 0 EACH RELOCATE EXISTING STREET LIGHT 112 15314 LF CONCRETE CURB & GUTTER 8" CURB FACE 1444 3 SF CONCRETE SIDEWALK 115 711 SF CONCRETE DRIVE APPROACH 117 O LF 30" RCP IIOOD 125 O EACH CATCH BASIN 431. 7863 sY LIME TREATED SUBBASE 132 48.7 TONS LINE REVISED DRAWINGS SHOWING THE DELETED WORK ARE AVAILABLE IN THE OFFICE OF THE CITY ENGINEER FOR REVIEW BY INTERESTED BIDDERS. THE REVISED DRAWINGSWILL BE ISSUED TO THE CONTRACTOR AS PART OF THE CONTRACT PACKAGE. 2. ON PAGE 14 OF THE SPECIAL PROVISIONS, REVISE THE FIRST LINE OF ITEM,210 TO READ "THE 3" ASPHALT CONCRETE ". 3. ON PAGE 16 OF THE SPECIAL PROVISLONSI REVISE THE FOURTH LINE PART OF'1TEM 608) TO READ "OF CLASS A CONCRETE ....." 4. ON PAGE 20 OF THE SPECIAL PROVISIONS.. ADD THE FOLLOWING TO ITEM 8120 FIRST PARAGRAPH; "PRIOR TO APPLYING THE TACK COATp ALL CRACKS AND JOINTS IN THE EXISTING�PAVEMENT SHALL BE THOROUGHLY CLEANED OUT AND TREATED AGAINST NEW GRASS AND WEED GROWTH BY APPLYING A CONCENTRATED WATER SOLUTION OF POLY50R CHLORATEO AS MANU- FACTURED BY U.S. BORAXO OR EQUAL." PLEASE SHOW DATE OF RECEIPT OF THIS ADDENDUM ON THE PR SAL SHEET OR SUBMIT A COPY OF THIS ADDENDUM WITH YOUR PROPOSAL. ! �J ENJA IN B. NOLA N /N�j I'V 5/26/67 CITY ENGINEER CITY OF NEWPORT BEACH - PUBLIC WORKS PROGRESS PAYMENT REQUEST NO. Final III% FOR PERIOD PROJECT: COMBINED STREET PROJECTS, 1 BUDGET NO. See Below CONTRACT ITEM NO. CONTRACT ITEM AP RUJIT 40YOUT4 WWI UMW Budget Numbers: N 02- 3397 -143 $ 38.22 02- 3397 -146 5,683.09 02- 3497 -133 2,638.70 19- 3344 -026 2,393.68 19- 3357 -042 557.97 19- 3379 -038 2,181.71 26- 3344 -026 855.00 26- 3357 -042 1,202.51 26- 3379 -038 2,205.98 50- 9297 -041 682.00 ORIGINAL CONTRACT EXTRAS TO DATE CONTRACT TO DATE AMOUNT EARNED LESS IO% RETENTION LESS PREVIOUS PAYMENTS AMOUNT DUE THIS REQUEST $179,709.50 $184,388.6 ay l 165,949.82 18,438.86 I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. Send Payment to: Griffith Company S IGNED r' "% - SIGNED `ENGINE R CONTRACTOR ( Laura LagiosI city Cleve 3300 W. Newport Blvd. Newport Beach, California 92660 ��aQa�d &K Jru PP,9 f Nc -TI YS ab NOTICE OF COMPLETION PUBLIC WORKS To All Laborers and Material Men and to Every Other Person Interested: Dec 11, /9 6 7 8y7o bi 3 13/ 39 YOU WILL PLEASE TAKE NOTICE that on October 18, 1967 , the Public Works project consisting of fiscal Year 1966 -67 Combined Street Improvements (C-1083) on which was the contractor, was the surety, was CITY OF NEWPORT BEACH Public orks irector VERIF ION 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 15, 1967 at Newport Beach, California. VERIFICATION I, the undersigned, say: I am the City Clerk of the City of Newport Beach; the City Council of said City on December 11, 1967 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 15, 1967 at Newport Beach, California. TO: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. Newport Boulevard Griffith Company P.O. Box 395 Costa Mesa, California, ATTENTION: SUBJECT: Combined Street Projects, 1966 -67 'f -/0S�-'z We are Transmitting the following: No Copies Description 3 Progress Payment Request No. 4(f) Remarks: Please sign and return to this office the original and one copy; retain the other copy for your files. Copies to: By: G.P. Dunigan, Jr. Asst. Civil Engineer I. 2, 3• 5• 7• 8. 9• 9.1 10. 11. 13. 20. 21. 22. 23 24 25 EXCAVATION "An CURB AND GUTTER 6" "A" CURB AND GUTTER 8" CLRB AND GUTTER (12" GUTTER) ASPHALTIC CONC. AGG. BASE LIME TREATED SUB -BASE 7" GRAN. QUICKLIME P.C.C. DRIVE APPROACH 6" REM. A.C. PVMT W -21 -R CURB INLET #1 CURB INLET 13 S.D. JUNCT. STR. DITCH 15" R.C.P. 1500 D 157 R.C.P._2000 D $5,000.00 LS 1.65 /LF 1.80 /LF 1.50 /LF 6.40 /TON 2.70 /TON 0.40 /Sy 28.00 /TON D -50 /SF 0.03 /SF 20.00 EACH 600.00 EACH 500.00 EACH 550.00 EACH 6.00 /LF IO.00 /LF 100% 421 LF 1,010 LF 957 LF 908.55 Ton 1,959.80 Ton 3,140 SY 25.43 Ton 690 SF 21,320 SF 1 Each 2 Each 2 Each 2 Each 120 LF 70 LF $5,000.00 694.65 1,818.00 1,435.50 5,814.72 5,291.46 1,256.00 712.04 345.00 639.60 20.00 1,200.00 1,000.00 1,100.00 720.00 700.00 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 4 (F) FOR PERIOD ENDING NovembRr 3. 1967 PROJECT: IRVINE AVENUE - SANTA ISABEL TO MONTEVISTA i BUDGET NO. SEE BELOW CONTRACT NO. 1083-A I. 2, 3• 5• 7• 8. 9• 9.1 10. 11. 13. 20. 21. 22. 23 24 25 EXCAVATION "An CURB AND GUTTER 6" "A" CURB AND GUTTER 8" CLRB AND GUTTER (12" GUTTER) ASPHALTIC CONC. AGG. BASE LIME TREATED SUB -BASE 7" GRAN. QUICKLIME P.C.C. DRIVE APPROACH 6" REM. A.C. PVMT W -21 -R CURB INLET #1 CURB INLET 13 S.D. JUNCT. STR. DITCH 15" R.C.P. 1500 D 157 R.C.P._2000 D $5,000.00 LS 1.65 /LF 1.80 /LF 1.50 /LF 6.40 /TON 2.70 /TON 0.40 /Sy 28.00 /TON D -50 /SF 0.03 /SF 20.00 EACH 600.00 EACH 500.00 EACH 550.00 EACH 6.00 /LF IO.00 /LF 100% 421 LF 1,010 LF 957 LF 908.55 Ton 1,959.80 Ton 3,140 SY 25.43 Ton 690 SF 21,320 SF 1 Each 2 Each 2 Each 2 Each 120 LF 70 LF $5,000.00 694.65 1,818.00 1,435.50 5,814.72 5,291.46 1,256.00 712.04 345.00 639.60 20.00 1,200.00 1,000.00 1,100.00 720.00 700.00 F 30,: 0 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 4(F) FOR PERIOD ENDING November 3, 1967 PROJECT: IRVINE AVENUE - SANTA ISABEL TO MONTE VISTA BUDGET NO. SEE BELOW CONTRACT NO. 1083 -A ITEM NO. CONTRACT ITEM CONTRACT, PRICE PERCENT COMPLETE AMOUNT EARNED 6. 18" R.C.P. 11.00 /LF 110 LF $ 1,210.00 7. 21" R.C.P. 12.00 /LF 235 LF 2,820.00 lo 32 WATER SYSTEM 5700.0 0 LS 100% 5,700.00 0. ADJ. M.H. 50.00 EACH 1 Each 50.00 $38,226.97 BUDGET NUMBERS: 19- 3344 -o26: $5,005.70 26 -3344 -026: 2,235.09 50- 9297 -041: - ORIGINAL CONTRACT $38,061.70 EXTRAS TO DATE CONTRACT TO DATE - v F t E i v E D AMOUNT EARNED 38,226.97 NOV 1`5 19" LESS 10,% RETENTION 3,822.70 nlj(� (�[R�� LESS PREVIOUS PAYMENTS 27,163.48 PUBU WORM DE AMOUNT DUE THIS REQUEST 7,240.79 HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT- S IGNEDD SIGNED GRIFFITH CO ANY (1�7e ENGI ER RA 70 BY �. P. Griffith ;1 'r CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST N0.4(F) FOR PERIOD ENDING November 2. 1967 PROJECT: SIXTEENTH STREET - IRVINE TO DOVER BUDGET N0. SrF s law CONTRACT NO. In83-B ITEM 101 CLEAR & GRUB 102 EXCAVATION 103 AGG. BASE 104 ASPHALTIC CONC. 107 REM. & REPL. CHAIN LINK FENCE 108 REL. F.H. 109 REL. ST. LT 110 ADi. M.H. III AD,1. G.V. 112 C & G 8" 113. C &G 6" 114 SIDEWALK 115 DRIVE APPROACH 116 36" R.C.P. 117 30 "R.C.P. 118 24" R.C.P. 119 18" R.C.P. COMP i w600.00 LS 1 100% $ $ 600.00 1.5c)/Cy 3 3,042 CY 4 4,563.00 2.50 /TON g 2 2891.84 Ton 7 7,229.60 6.25 /TON I I 1,640.50 Ton 1 10,253.12 1.40 /LF 7 760 LF 1 1,064.00 600.00 LS 1 100% 6 600.00 DELETE - - - - 50.00 EACH 2 2 Each , , 100.00 I 30.00 EACH 4 4 Each 1 120.00 1.80 /LF 1 1,469.5 LF 2 2,645.10 1.80 /LF 1 143 LF 2 257.40 0.35 /SF 9 9,276 SF 3 3,246.60 0.50 /SF 7 711 SF 3 355.50 16.00 /1-F 1 1528 LF 4 4,448.00 DELETE - - - - 13.00 /LF 2 24 LF 3 312.00 1.00 /LF 1 118. LF f CITY'OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 4(F) FOR PERIOD ENDINCNDvemher 9. 1967 PROJECT: SIXTEENTH STREET - IRVINE TO DOVER BUDGET 120 121 122 123 124 125 126 127 128 129 130 131 132 SEE BELOW CONC. COLLAR IV X 361: CONC. COLLAR 36" X 42" C.B. W =21 C.B. W =14 C.B. W =7 C.B. W =10 JUNCTION STR. CONC. COLLAR & 18" C.M.P. A.C. BERM 12" V.C.P. 12" G.V. ETC. LIME TREATED SUB BASE 6" GRAN. QUICKLIME BUDGET NOS: 02- 3497-133: $ 90.00 19-3379 -030: 433.32 26- 3379 -038c: 26- 3379 -0385: 50-9297 -041: 108.00 ORIGINAL CONTR.AC'E $72717• EXTRAS To DATE 9 CONTRACT TO DATE AMCUNT EARNED $71,384.03 LESS 10F RETENTION 7,138.40 LESS PREVIOUS PAYMENTS 63,614.31 AMOUNT DUE THIS REQUEST 631.32 CONTRACT NO. 1083 -6 100.00 EACH 140.00 EACH 2,300.00 EAc 1,700.00 EAc 1,000.00 EAc DELETE 600.00 EACH 200.00 LS 1.00 /LF 600.00 LS 10000.00 LS 0.40 /Sy 28.00 /TON C.O. B -1 2 Each 1 Each 1 Each 1 Each 1 Each 4 Each 100% 364 LF 100% 100% 7406 SY 49.89 Ton $ 200.00 140.00 2,300.00 1,700.00 1,000.00 2,400.00 200.00 364.00 600.00 1,000.00 2,962.40 1,396.92 71,355.64 28.39 71,384.03 I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORREC . SIGNED_ _,1� �r S I GNED FFITH COMPANY SC ca LNG NCER ACTOR e G. P. Griffith E CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 3 (F) FOR -PERIOD ENDING November 7, 1967 _ PROJECT: PLACENTIA AVENUE AT PRODUCTION PLACE BUDGET NO. SEE BELOW CONTRACT N0. 1083 -C 201 EXCAVATION' $2,800.00 LS 100% $2,800.00 202, 203 & 201} INCL IN 201 - - - 205 REL. ST. LT. 11200,.00 LS 100% 1,200.00 2o6 REL. MISC. STR. 480.00 LS 100% 480.00 207 ADd. M.H. 50.00 EACH 3 Each 150.00 208 "A" CURB ANO GUTTER 1.80 /LF 538 LF 968.40 209 AGG. BASE 33.00 /Ton 2,163.62Ton 6,490.86 210 A.C. PAVEMENT 6 .50 /TON 683.00 Ton 4,439.50 211 CROSS GUTTER ETC 700.00 LS 100% 700.00 212 INCLUDED IN #211 - - - 213 DRIVE APPROACH 35' 150.00 EACH 2 Each 300.00 214 DRIVE APPROACH 201 100.00 EACH 1 Each 100.00 215 BARRICADE 200.00 LS 100% 200.00 BUDGET NUMBERS: $17,828.76 19- 3357 -o42: C.O. #C -1 32.99 -.._26- 3357-042: $452.30 C.O. #C -2 62.59 02- 3397 -11+3: C.O. #C -3 62.69 17,987.03 ORIGINAL CONTRACT $I8f090•oo EXTRAS TO DATE CONTRACT TO DATE AMCUNT EARNED $17,987.03 LESS 4 RETENTION 1,798.70 LESS PREVIOUS PAYMENTS 15,736.03 - AMOUNT DUE THIS REQUEST 452.30 I HEREBY CERTIFY THAT THE A80VEE AMOUNTS AND VALUES ARE CORRECT. SIGNED f� /sf-- -�.-0. S {GNED GRIFFITH COMPANY ENGIN ER B �ORG _•_ . GT1YFi'tkL CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 4(F) FOR PERIOD ENDING .Nnvember in 1967 PROJECT: ANNIVERSARY ESTATES STREET RECONSTRUCTION I BUDGET NO, 02- 3397-146 CONTRACT NO. 1083 -G 6o 602 6o3 604 605 6o6 607 6o8 6o9 610 611 612 613 EXCAVATION GRAN. QUICKLIME LIME TREAT SOIL 6" LIME TREAT SOIL 8" REM. & REPL. C&G REM. & REPL. 4" SLABS REM. & REPL. CROSS GUTTER C.B. #1 C.B. #2 A.C. PVMT 3" A.C. PVMT I" ADJ. M.H. ADJ. CLEANOUT $2,8o0.00 LS 28.00 /TON 0.40 /SY 0.40 /SY 3.00 /LF 0,80 /SF 800.00 EACH 2,300.00 EACH 2,200.00 EACH 5.80/TON 5.80 /TON 50.00 EACH 30.00 EACH 100% tF 9�gpc 128.18 To 10,750.35 SY 2,739.38 SY 895 LF 2,282.5 SF 1 Each 1 Each 1 Each 2,363.88 Ton 8 Each 3 Each C.O. G -1 C.O. G -2 $ 2,800.00 3,591.84 4,300.14 1,095.75 2,685.00 1,826.00 800.00 2,300.00 2,200.00 13,710.50 400.00 90.00 $35,799.23 627.70 3,297.31 $39,724.24 ORIGINAL CONTRACT $340342.80 . EXTRAS TO DATE 3,925.01 CONTRACT TO DATE $38,267.81 AMOUNT EARNED $39,724.24 LESS 10,% RETENTION 3,972,42 LESS PREVIOUS PAYMENTS 31,845.37 AMOUNT DUE THIS REQUEST 3,906.45 I HEREBY CERTIFY /THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT S IGNED / ✓_�/ l!� •�-��6 SIGNED RI TH QOI�AC Iib ENGIN ER - TOR BY4 G. P. Griffith CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 3(F) FOR PERIOD ENDING Novemhe,r A. 1967 PROJECT:___ UNDERDRAIN - SANTIAGO AT NOTTINGHAM BUDGET NO.. CONTRACT NO. 1083 -H CONTRACT 700 1 8" PERF. PIPE 701 1 CLASS I BACKFILL 702 1 I 6" A.C. PVMT. 703 I 3" A.C. PVMT 704 � REM. & REPL. 8" P.C.C. 705 RE —LAY EXIST PIPE 7O6 TERM. CLEANOUT 707 AD,1. V.B. ORIGINAL CONTRACT $7yyvl..:C EXTRAS TO DATE CONTRACT TO DATE AMOUNT EO.RNED $7,613.50 LESS iC^ RETENTION 761.35 LESS PREVIOUS PAYMENTS 4,083.30 AMGUNT DUE THIS REQUEST $2,768.85 PRICE I COMPLETE I EARNED $7.00 /LF 400 LF 8.00 /TON 333.5 Ton 0.55/SF ; 1,387 SF 0.55 /5F 1 977 SF 4.00 /SF 38 SF I j.00 /LF 25 LF 130.00 EACH ; 3 Each 30.00 EACH 1 Each 9 C.O. #H -1 $2,800.00 2,668.00 762.85 537.35 152.00 225.00 390.00 30.00 $7,565.20 48.30 $7,613.50 i HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORREG'Te I S I GNED SIGNED ITH Y LNGINffR pR BY G. P. Gri££il 1] CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 3(F) FOR PERIOD ENDING November 8, 1967 PROJECT: CLIFF DRIVE BUDGET NO. 02- 3397 -i46 CONTRACT NO. 1083-1 NO. CONTRACT ITEM PRICE COW LETE EARNED 800 REM. CONC. PVMT. `0.30 /SF 1,500 SF $ 450,00 801 REM A.C. PVMT. 0.30 /SF 3,000 SF 900.00 802 REM. C&G 0.75 /LF 100 LF 75.00 803 AGG. BASE 7 .00 /TON 158.33 Ton 1,108.31 804 INCLUDED IN #812 - - - 805 REM. EXIST. DRAIN 00.00 LS 100% 600.00 806 18" C.M.P. 12!00 /LF 90 LF 1,080.00 807 C.B. #2 900.00 EACH 1 Each 900.00 808 "A" CURB & GUTTER 8" .00 /LF 421 LF 842.00 809 "A" CURB AND GUTTER 6" 2.00 /LF 40 LF 80.00 810 GUTTER ONLY 1.40 /LF 270 LF 378.00 811 CROSS GUTTER 8" I.00 /SF 682 SF 682.00 812 A.C. PVMT. 6.00 /Ton 304.60 Ton 1,827.60 813 STD. ALLEY AppRO. 300.00 EACH 1 Each 300.00 -- 814 RIP RAP LINED CHANNEL 12.00/TON /25- TOn �6' ' 180.00 815 ADJ. M.H. 50.00 EACH 1 Each 50.00 $ 9,452.91 ORIGINAL CONTRACT ,$9 .,091,00 EXTRAS TO DATE CONTRACT TO DATE AMOUNT EARNED $9,452.91 LESS 10% RETENTION 945.29 LESS PREVIOUS PAYMENTS 8,075.25 AMOUNT DUE THIS REQUEST 432.37 I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. SIGNED�Zf� �r SIGNED GRIF ITH COMPANY �f ENGPOCER B G. jD.} Griffith 40- i' 1 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 4(F) FOR PERIOD ENDING Nnvamhar if), 190 PROJECT: COMBINED STREET PROJECTS, 1966 -67 BUDGET NO. SEE BELOW CONTRACT NO. 1083 ITEM N0. CONTRACT ITEM?WSSRt%Ai lid' * X XAMM BUDGET NUMBERS: 02- 3397 -143 _ 02 -397 -146 1 7,107.67 02 -3 97 -1363 90.00 19- 331+4 -02 5,005.70 19- 3357 -042 - 19 -3379 -038 433.32 26 -3344 -026 2,235.09 26- 3357 -o42 452.30 26- 3379 -0338 - 50-9297-041 108.00 ORIGINAL CONTRACT .$179a 709:50'( �K EXTRAS TO DATE 4,15997 CONTRACT TO DATE .183.869.47 SEND PAYMENT TO: AMOUNT EARNED 184,388.68 GRIFFITH COMPANY LESS 10,% RETENTION 18,438.86 - P.O. BOX 395 LESS PREVIOUS PAYMENTS 150.517.74 COSTA MESA, CALIFORNIA AMOUNT DUE THIS REQUEST 15.432.08 /x.5 949 V7-. I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. SIGNED L&4== -r- SIGNED GRIF�ITH COMPANY K0 ENGI ER OR A G. P. Griffith CITY Of NEWPORT BEACH PUBLIC WORKS PROJECT CHANGE ORDER CHANGE ORDER NO. G -2 DATE October 17, 1967 CONTRACT NO 1083 -e PURCHASE ORDER NO. - BUDGET NO. 02-3397-146 CONTRACTOR'S PROJECT NAME AND NO. ANNIVERSARY ESTATES STREET RECONSTRUCTION ACTION: APPROVAL: e Subsequent to the lime treating operation there still remained numerous soft spongy areas in the grade. As directed, excavate the wet clay material lime treat, and backfill with aggregate base. The cost of this work, performed on a force account basis, per Daily Extra Work Report and invoice attached is $3,297.31. neer d / 7 -: CCNTRACTOR: GT F^ TEI COMPANY BY r. Griffith DATE October 18, 1967 cc: Purchasing a CITY OF NEWPORT BEACH PUBLIC WORKS PROJECT CHANGE ORDER CHANGE ORDER NO.G-1 CONTRACT NO. X083 -g PURCHASE ORDER NO. CONTRACTOR'S NAME GRTFFTTH compANY DATE October 17, 1967 - BUDGET NO. 02- 3397 -146 PROJECT NAME AND NO. ANNiyFRSARY FSTATES STREET RECONSTRUCTION ACTION: APPROVAL: t Import fill as directed to raise the crown line to the design cross section. The cost of this work, performed on a force account basis per Daily,Extra Work /Report and invoice attached is $627.70. /U / 7 .CONTRACTOR: GRIFFITH COMPaY i BY P. Griffith DATE October 189 1967 cc: Purchasing 6. 0 0 CITY OF NEWPORT BEACH PUBLIC WORKS PROJECT CHANGE ORDER CHANGE ORDER NO. C_3 DATE October 16, 1967 CONTRACT N PURCHASE ORDER N0. BUDGET N0. 19- 3357 -042 CONTRACTOR'S NAME Griffith Comgauy PROJECT NAME AND N0. Tmsrovement of Placentia Avenue at Production Place ACTION: Ref. Change Order C -2. Perform additional removal of existing pavement and base rock on Production Place at the intersection with Placentia Avenue. The cost of this work, performed on a force account basis, per Daily Extra Work Report and in- voice submitted is $62.69. GRIFFITH COMPANY CONTRACTOR: BY P. Griffith - � DATE October 18,'1967 APPROVAL: %�4 e�_ - ;1 /?i / 7 -17 e cc: Purchasing 3 CITY OF NEWPORT BEACH (� PUBLIC WORKS DEPARTMENT G/' D 3300 W. NEWPORT BOULEVARD DATESertembet. to .n To: Griffith Company P.O. Box 395 Costa Mesa, California ATTENTION: ' SUBJECT: Combined,Street Projects, C -1083 WE ARE TRANSMITTING THE FOLLOWING: N0. COPIES DESCRIPTION 3 1 Progress Payment Request No. 2 6 2 REMARKS: e sign and return to this office the original and one copy; retain the other copy for your Les. I IPIES TO: 1 BY: /gW� G.P. Dunigan, Jr. Asst. Civil Engineer '' G- ►0�3 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 3 FOR PERIOD ENDING September 15, 1967 PROJECT: IRVINE AVENUE - SANTA ISABEL TO MONTEVISTA BUDGET NO. SEE BELOW CONTRACT NO. I083-A ITEM CONTRACT PERCENT AMOUNT NO. CONTRACT ITEM PRICE COMPLETE EARNEQ I. EXCAVATION 5,000.00 LS 90% $4,500.00 29 "A" CURB AND GUTTER 6" I.65 /LF 3• "A" CURB AND GUTTER 8" 1.80 /LF 705 LF 1,269.00 j 5• CURB AND GUTTER (12" GUTTER) 1.50 /LF 805 LF 1,207.50 7. ASPHALTIC CONC. 6.40/TON 420 Ton 2,68$.00 8. AGG. BASE 2.70 /TON 1713.56 Ton 4,626.61 9. LIME TREATED SUB -BASE 7" 0.40 /Sy 3140 SY 1,256.00 9.1 GRAN. QUICKLIME•, 28.00 /TON 25.43 Ton 712.04 10. P.C.C. DRIVE APPROACH 6" 0.50 /SF 11. REM. A.C. PVMT 0.03 /SF 19,750 SF 592.50 13. W -21 -R 20.00 EACH 20. CURB INLET #1 600.00 EACH 1 Each 600.00 21. CURB INLET #3 500.00 EACH 1 Each 500.00 22. S.D. JUNCT. STR. 550.00 EACH 2 Each 1,100.00 23 DITCH 6.00 1LF 24 15" R.C.P. 1500 D 10.00 /LF 70 LF 700.00 25. 15" R.C.P. 2000 D 10.00 LF 70 LF 90,. ::' i p CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 3 FOR PERIOD EKING Septeipber 15, 1967 PROJECT: IRVINE AVENUE - SANTA ISABEL TO MONTE VISTA BUDGET NO. SEE BELOW CONTRACT NO. 1o83 -A 26. 18" R.C.P. II.00/LF 110 LF $1,210.00 27. 21" R.C.P. 12.00/LF 235 LF 2,820.00 30,31, 32 WATER SYSTEM 5700.00 LS 100% 5,700.00 40. ADS. M.H. 50.00 EACH $30,181.65 BUDGET NUMBERS: 19- 3344 -026: $9,202.54 26- 3344 -Qa6; "7 4,343.94 50- 9297-041: 1,026.00 ORIGINAL CONTRACT $38,061.70 EXTRAS TO DATE CONTRACT TO DATE AMOUNT EARNED $30,181.65 RE C F I VF L LESS 10% RETENTION 3,018.17 LESS PREVIOUS PAYMENTS 12,591.00 S E P Q 1961 AMOUNT DUE THIS REQUEST 14,572.48 PP I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECTYBLIO must ,r lil.�T, S IGNED // .�, ". � �--7r SIGNED GRIFFI COMPANY \ T'�ENG1 NEW - C OR BY G. P. Griffith CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. a FOR PERIOD ENDING 9-Ftembm 1:5, PROJECT: SIXTEENTH STREET - IRVINE TO DOVER BUDGET NO. _ BELOW CONTRACT N0,_ 10$3 -8 101 CLEAR & GRUB $600.00 LS 100% $ 600.00 102 EXCAVATION 1.50 /CY 3,042 CY 4,563.00 103 AGG. BASE 2.50 /TON 2891.84 Ton 7,229.60 IO4 ASPHALTIC CONC. 6.25/TON 1581.00 Ton 9,881.25 107 REM. & REPL. CHAIN LINK FENCE 1.40 /LF 760 LF 1,064.00 108 REL. F.H. 600.00 LS 75% 450.00 109 REL. ST. LT DELETE - - 110 ADJ. M.H. 50.00 EACH III ADJ. G.V. 30.00 EACH 112 C & G 8" 1.80 /LF 1,469.5 LF 2,645.10 113. C & G 6" 1.80 /1-F 143 LF 257.40 114 SIDEWALK 0.35 /SF 9,276 SF 3,246.60 115 DRIVE APPROACH 0.50 /SF .711 SF 355.50 116 36" R.C.P. 16.00 /LF 1528 LF 24,448.00 117 30 "R.C.P. DELETE - - 118 24" R.C.P. 13.00 /LF 24 LF 312.00 119 18" R.C.P. II.00 /LF 118 LF ,_. ;1,298.00 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 3 FOR PERIOD ENDING September 15, 1967 PROJECT: SIXTEENTH STREET - IRVINE TO DOVER BUDGET NO. SEE BELOW CONTRACT NO. 1083 -B ITEM NO. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED.. 120 CONC. COLLAR 18" X 36" 100.00 EACH 2 Each $ 200.00 121 CONC. COLLAR 36" x 42" 140.00 EACH 1 Each 140.00 122 C.B. W =21 2,300 -00 EACH 1 Each 2,300.00 123 C.B. W =14 12700.00 EACH 1 Each 1,700.00 124 C.B. W =7 1,000.00 EAC 1 Each 1,000.00 125 C.B. W =10 DELETE - - 126 JUNCTION STR. 600.00 EACH 4 Each 2,400.00 127 CONC. COLLAR & 18" C.M.P. 200.00 LS 50% 100.00 128 A.C. BERM I.00/LF 350 LF 350.00 129 12" V.C.P. 600.00 LS 100% 600.00 130 12" G.V. ETC. 0000.00 LS 100% 1,000.00 131 LIME TREATED SUB BASE 6" 0.40 %SY 7863 SY 3,145.20 132 GRAN. QUICKLIME 28.00/TON 49.89 Ton 1,396.92 $70,682.57 BUDGET NOS: 02- 3497-1333: $1,745.90 19- 3379 -038: 10,948.23 ✓ 26- 3379 -038c: 1,857.74 26-3379-038s: 13,718.45 ✓ 50- 9297 -041: ORIGINAL CONTRACT $72 EXTRAS TO DATE CONTRACT To DATE AMOUNT EARNED LESS 10,% RETENTION LESS PREVIOUS PAYMENTS AMOUNT DUE THIS REQUEST ,717.00 $70,682.57 7,068.26 35,344.00 28,270.31 HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT: S IGNED� - - _,< </i S IGNED GRIFFITH C MPANY ,,'r ENGi NEE R — G. P. Griffith CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 2 FOR PERIOD ENDING September 15, 1967 PROJECT: PLACENTIA AVENUE AT PRODUCTION PLACE BUDGET NO. SEE BELOW CONTRACT NO. 1083 -C ITEM CONTRACT. PERCENT AMOUNT: NO. CONTRACT ITEM PRICE COMPLETE EARNED 201 I EXCAVATION' 202, 203 & 201} INCL IN 201 205 REL. ST. LT. 2O6 REL. MISC. STR. 207 ADJ. M.H. 208 "A" CURB AND GUTTER 209 AGG. BASE 210 A.C. PAVEMENT 211 CROSS GUTTER ETC 212 INCLUDED IN #211 213 DRIVE APPROACH 351 214 DRIVE APPROACH 201 215 BARRICADE BUDGET NUMBERS: 19-3357-o42: $3,279.05 ::26- 3357 -046 1,055.70 02- 3397 -i43: 24.78 ORIGINAL CONTRACT $18,090.00 EXTRAS TO DATE CONTRACT TO DATE ' $2,1100.00 LS 95% 1,200.00 LS 100% 480.00 LS 50% 50.00 EACH 1.80 /LF ,3.00 /TON 6.50 /TON 700.00 LS 150.00 EACH 100.00 EACH 200.00 LS 538 LF 2,160.62 T 720.65 Ton 100% 2 Each 1 Each 75% $2,660.00 1,200.00 240.00 968.40 6,481.86 4,684.22 700.00 300.00 100.00 150:00 $17,484.48 AMOUNT EARNED $17,484.48 LESS 10% RETENTION 1,748.45 LESS PREVIOUS PAYMENTS 11,376.50 AMOUNT DUE THIS REQUEST 4,359.53 1 HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. SIGNED /'th•� -►=�� fir_ SIGNED GRIFFITH Pi�NY ?LNG I NEelf OR G. P. Griffith „ 7 C CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 3 FOR PERIOD ENDING caPt ._b,._ ,r PROJECT: ANNIVERSARY ESTATES STREET RECONSTRUCTION BUDGET NO. 02-3397-1146 CONTRACT NO. 1083 -G NO. I CONTRACT ITEM PRICE COMPLETE EARNED 604 EXCAVATION $2,800.00 LS 1007 $2,800.00 602 GRAN. QUICKLIME 28.00/TON 128.28 Ton 3,591.84 603 LIME TREAT SOIL 6" 0.40 /SY 10,600 SY 4,240.00 604 LIME TREAT SOIL 8" 0.40/SY 2,800 SY 1,120.00 605 REM. & REPL. C&G 3.00/LF 895 LF 2,685.00 606 REM. & REPL. 4" SLABS O�80/SF 2,420.5 SF 1.936.40 607 REM. & REPL. CROSS GUTTER- $00.00 EACH 1 Each 800.00 608 C.B. #1 2,300.00 EACH 1 Each 2,300.00 6o9 C.B. #2 2200.00 EACH 1 Each 2,200.00 610 A.C. PVMT 3" 5.80/TON 2,363.88 Ton 13,710.50 611 A.C. PVMT I" 5.80/TON 612 ADJ. M.H. 50.00 EACH 613 ADJ. CLEANOUT 30.00 EACH $35,383.74 ORIGINAL CONTRACT $34,342`80 EXTRAS TO DATE - CONTRACT TO DATE AMOUNT EARNED $35,383.74 Less 10% RETENTION 3,538.37 LESS PREVIOUS PAYMENTS 17,596.66 AMOUNT DUE THIS REQUEST 14,248.71 HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT ". SIGNED S IGNED G FFIT MANY E �? NOINEE G. P. Grif f it i 9 0 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 2 FOR PERIOD ENDING September 15, 1967 PROJECT:_ UNDFRDRAIN - SANTIAGO AT NOTTINGHAM BUDGET N0. O2_3g7T_ CONTRACT N0. I083 -H EARNED 700 8" PERF. PIPE $7.00 /LF 400 LF $2,800.00 701 CLASS I BACKFILL 8.00 /TON 189.0 Ton 1,512.00 702 . 6" A.C. PVMT. 0.55 /SF 703 3" A.C. PVMT 0.55 /5 F 704 REM. & REPL. 8" P.C.C. 4.00 /SF 705 RE -LAY EXIST PIPE 9.00 /LF 25 LF 225.00 706 TERM. CLEANOUT 130.00 EACH 707 ADU. V.B. 30.00 EACH $4,537.00 ORIGINAL CONTRACT $7,407.00 EXTRAS TO DATE CONTRACT TO DATE AMOUNT EARNED $4,537.00 LESS 10% RETENTION 453.70 LESS PREVIOUS PAYMENTS 4,083.30 AMOUNT DUE THIS REQUEST none I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT: SIGNED GRIFFITH _ �'df� SIGNED GRIFFITH COMP" Y- Ky ENGINEE ! R G ffit� CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 2 FOR PERIOD ENDING September 15, 1967 PROJECT: CLIFF DRIVE BUDGET N0. 02 -3397 -146 CONTRACT NO. 1083-1 800 REM. CONC. PVMT. 0.30 /SF 1,500 SF $ 450.00 801 REM A.C. PVMT. 0.30 /SF 3,000 SF 900.00 802 REM. C &G 0.75 /LF 100 LF 75.00 803 AGG. BASE •OO/TON 158.40 Ton 1,108.80 804 INCLUDED IN #812 - - - 805 REM. EXIST. DRAIN 00.00 LS 100% 600.00 8o6 18" G.M.P. 12.00 /LF 90 LF 1,0801.00 807 C.H. #2 00.00 EACH 1 Each 900.00 808 "A" CURB & GUTTER 8. .00 /LF 421 LF 842.00 809 "A" CURB AND GUTTER 6" 2.00 /LF 40 LF 80.00 810 GUTTER ONLY 1.40 /LF 270 LF 378.00 811 GRoss GUTTER 8" 1.00 13F 705 SF 705.00 812 A.C. PVMT. 6.00 /ToN 258.95 Ton 1,553.70 813 STD. ALLEY APPRO. 300.00 EACH 1 Each 300.00 814 RIP RAP LINED CHANNEL 12.00/TON 815 ADJ. M.H. 50.00 EACH $8,972.50 ORIGINAL CONTRACT $9091.00 EXTRAS TO DATE CONTRACT To DATE AMOUNT EARNED $8,972.50 LESS 10% RETENTION 897.25 LESS PREVIOUS PAYMENTS 4,883.36 AMOUNT DUE THIS REQUEST 3,191.89 I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. SIGNED ✓ - SIGNED GRIFF TH COMPANY ENGINEER N G. P. Griffith - i CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. -I FOR PERIOD ENDIN06evtember 15. 1967 PROJECT:__ COMBINED STREET PROJECTS, 1966 -67 BUDGET NO. SEE BELOW CONTRACT NO. 1083 ITEM NO. CONTRACT ITEM xxmr&m *yPottwx Z* BUDGET NUMBERS: $ 24,7 02- 3397 -146 17,440.60 02 -3 7 -133 1,745.90 ' 19 -3344 -026 9,202.54-- 19-3357-o42 3,279.05 19- 337-038 10,948.23 26 -334 -o.47 4,343.96 ✓ 26- 3357 -046. 1,055.70 26-3379 -038 15,576.19 50- 9297-041 1,026.00 ORIGINAL CONTRACT179a7o9.50 EXTRAS TO DATE CONTRACT TO DATE v SEND AYMENT TO: AMOUNT EARNED $167,24 .94 ' FFITH COMPANY LEss 10% RETENTION 16,724 9 P -O- Box 395 LESS PREVIOUS PAYMENTS 85,874.82 COSTA MESA, CALIFORNIA AMOUNT DUE THIS REQUEST 64,642.9 $. HEREBY CERTIFY yTHAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. J' ENGINE /li h CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W NEWPORT BOULEVARD To: GRI►riTM COWAMT P.O. bet 395 COSTA WSAV CALIFORNIA ATTENTION: SUB<AR C STREET PROiceTso 1966.67 ta.a83) WE TING THE FOLLOWING: a DATE 1�_ NO. COPIES DESCRIPTION 3 OF sACM PRsugsa PATM[NT RtaugsT me. 2 REMARKS: PLEASE SION AMC RETYRN TO This OrrICE TW ORIGINAL AM OW COPT; RETAIN TUC OTHER COPIES FOR YOUR rIL[. COPIES TO: 71 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION J s FROM: IN PERSON :�I/ FIRM: TEL... '..TELCON 1 7 I 0 NO: INIT. DATE P.W. DIRECTOR ASST.P.W. DIR. UTILITY SUPT. [ TRAFFIC ENGR. ASST. CITY ENGR. + SUBDIV. ENGR. DESIGN ENGR. CO -OP. ROJ. ENG .. FIELD ENGR. .SECRETARY To mor/ rim / FIRM: TEL. SUBJECT: �G y� ST /yy / FILE: ✓/ DATE !/I OUTLINE OF INFORMATION RECEIVED ( GIVEN I -1 ACTION REQUIRED PERSON RESPONSIBLE NOTE: MAKE COPIES FOR ADDRESSEES INDICATED BY "C" IN NO. BLOCK. DATE DUE - /U'3,G #p 4 c CITY OF NEWPORT BEACH i PUBLIC WORKS PROJECT CHANGE ORDER \ CHANGE ORDER N0: C -2 CONTRACT NO. 1083 -C PURCHASE ORDER NO CONTRACTOR'S NAME PROJECT NAME AND NO ACTION: GRIFFITH COMPANY DATE AUGUST 15, 1967 O BUDGET NO. 19 -3357 IMPROVEMENT OF PLACENTIA AVENUE AT PRODUCTION PLACE DUE TO THE GRADE ON PRODUCTION PLACE BEING SOMEWHAT HIGHER THAN THE EDGE OF THE PROPOSED CROSS GUTTER, REMOVE ADDITIONAL A.C. PAVEMENT AND GRADE AS DIRECTED. THE COST OF THIS WORKS PERFORMED ON A FORCE ACCOUNT BASIS, PER DAILY EXTRA WORK REPORT AND INVOICE (29416) SUBMITTED IS 62.59• APPROVAL: ela Ln4ineer 8 — /S' 6 ',l�� 1 / i cc: Purchasing R AUQ 171% PUBLIC VvWh� CITY OF NEWPORT BEACH - .PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 2 FOR PERIOD ENDING AucusT 15.J9F� 1 PROJECT: IRVINE AVENUE - SANTA ISABEL TO MONTEVISTA BUDGET NO. SEE BELOW CONTRACT NO. 1083-A ITEM CONTRACT PERCENT AMOUNT NO. CONTRACT ITEM PRICE COMPLETE EARNED 1. EXCAVATION .$5,000.00 LS 80% $14,000.00 20 "A" CURB AND GUTTER 611 I.65 /LF 3- "A" CURB AND GUTTER 8" 1.80 /LF 5- CURB AND GUTTER (12" GUTTER) 1.50 /LF 7- ASPHALTIC CONC. 6.140 /TON 8. AGO. BASE - _ 2.70 /TON _ 9. LIME TREATED SUB -BASE 7" O.40 /SY 9.1 GRAN. QUICKLIME 28.00 /TON 10. P.C.C. DRIVE APPROACH 6" 0.50 /SF 11. REM. A.G. PVMT 0.03 /SF 13. W -21-R 20.00 EACH 20. CURB INLET it 600.00 EACH 21. CURB INLET 13 560.00 EACH 22. S.D. JUNCT. STR. 550.00 EACH 23 DITCH 6.00 /LF 214 15" R.C.P. 1500 D 10.00 /LF 70 LF 700.00 25. ._15" R.C.P. 2000 D 10.00 LF 7o LF 0 0 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 2 FOR PERIOD ENDING AUGUST 15, 1967 PROJECT: IRVINE AVENUE - SANTA ISABEL To MOTE VISTA BUDGET N0. SEE BELOW CONTRACT N0. 1083-A 26. 1 18" R.C.P. 27. 21" R.C.P. 30,31,, 32 WATER SYSTEM 40. ADJ. M.H. BUDGET NUMBERS: 19- 3344-026: 26- 3344- 50- 9297 -o41: ORIGINAL CONTRACT EXTRAS TO DATE CONTRACT TO DATE AMCUNT EARNED LESS ICp RETENTION LESS PREVIOUS PAYMENTS AY.DUNT DUE THIS REQUEST I PRICE II.00/LF 12.00/LF X700.00 LS 50.00 EACH $x,985.00 352.00 $4,1o4.00 S38,o61.70 110 LF 235 LF 8o% $1,210.00 2,820.00 .4,56o.00 $13,990.00 I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. S IGNED GRIFFITH COMPANY r, ENGINEER B o roe P. Griffith $13,990.00 1,399.00 3,1 0.00 9,441.00 110 LF 235 LF 8o% $1,210.00 2,820.00 .4,56o.00 $13,990.00 I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. S IGNED GRIFFITH COMPANY r, ENGINEER B o roe P. Griffith CITY OF NEWPORT BEACH — PUBLIC WORKS,DEPARTMENT PROGRESS PAYMENT REQUEST NO. 2 FOR PERIOD ENDING AucusT 15, Ig67 PROJECT: SIXTEENTH STREET IRVINE TO DOVER BUDGET NO. Srr ar ow t CONTRACT NO. 1()82_p NO. CONTRACT ITEM PRICE COMPLLTL LAHNLU 101 I CLEAR & GRUB $600.00 LS 80% $ 480.00 102 EXCAVATION 1.50/CY 3,042 CY 4,563.00 103 AGG. BASE 2.50 /TON 104 ASPHALTIC CONC. 6.25 /TON ... 107 REM. & REPL. CHAIN LINK FENCE 1.40 /LF 108 REL. F.H. 600.0o LS 75% 450.00 109 REL. ST. LT DELETE - - I10 ADd. M.H. 50.00 EACH III ADJ. G.V. 30.00 EACH 112 C & G 8" 1.80 /LF 113 . C• & G 6" 1.80 /LF 114 SIDEWALK 0.35 /3F 115 DRIVE APPROACH 0.50 /SF 116 36" R.c.P. 16.00 /LF 1528 LF 242448.oD 117 30 "R.C.P. - DELETE - - 118 24" R.C.P. 13.00 /1-F 24 LF 312.00 119 18" R.C.P. II.00 /LF 118 LF 1,,298.00 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 2 FOR PERIOD ENDING AUGUST 15, 1967 PROJECT: SIXTEENTH STREET - IRVINE TO DOVER BUDGET NO. SEE BELOW CONTRACT NO. 1083 -B ITEM CONTRACT PERCENT AMOUNT N0. CONTRACT ITEM PRICE COMPLETE EARNED 120 CONC. COLLAR 18" X 36" 100.00 EACH 2 EACH $ 200.00 121 CONC. DOLLAR 36" X 42" 140.00 EACH I EACH 140.00 122 C.B. W =2I 2,300.00 EAc I EACH 2,300.00 123 C.B. W =14 I, 700.00 EACH 124 C.B. W =7 1,000.00 EAc I EACH 1,000.00 125 C.B. W =10 DELETE - 126 JUNCTION STR. 600. 00 EACH 4 EACH 2,400.00 127 CONC. COLLAR & 18" C.M.P. 200.00 LS 40% 80.00 128 A.C. BERM I'.CO /LF 129 12" V.C.P. 600.00 LS 100% 600.00 130 12" G.V. ETC. 1,000.00 LS 100% 10000.00 131 LIME TREATED SUB BASE 6" 0.40 /Sy 132 GRAN. QUICKLIME 28.00 /TON BUDGET Nos: $39,271.00 02- 3497 -13 : $18,672 4o 19- 3379 -03: z, 43.20 I 26-3379-038c: z;gg99 90 26-3379-038s: o88.0 -� 50- 9297- 01: 9oo.00 ORIGINAL CONTRACT $72,717.00 EXTRAS TO DATE CONTRACT TO DATE AMOUNT EARNED $391271,00 LESS i0% RETENTION 3,927,00 LESS PREVIOUS PAYMENTS 3,240.00 AMOUNT DUE THIS REQUEST 32,104.00 I HERESY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT: SIGNED ��� �c�.� y� SIGNED GRIF TH PgFANY ENGINEER p T° B P. Griffith E CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. _/ FOR PERIOD ENDING AUGUST 19, 1967 PROJECT: PLACENTIA AVENUE AT PRODUCTION PLACE BUDGET NO. SEE BELO,d CONTRACT NO. 1083 -C ITEM NO. CONTRACT ITEM CONTRACT. PRICE PERCENT COMPLETE AMOUNT EARNED 201 EXCAVATION' $2,800.00 LS 95% $2,660.00 202, 20 & 20 INCL IN 201 - - - 205 REL. ST. LT. 1,200.00 LS 25% 300.00 206 REL. MISC. STR. 480.00 LS 207 ADJ. M.H. 50.00 EACH 208 "A" CURB AND GUTTER 1.80 /LF 534 LF 961.20 209 AGO. BASE 3.00 /TON 206o.62T 6,481.86 210 A.C. PAVEMENT 6.50 /TON 175 TON 1;137.50 211 CROSS GUTTER ETC 700.00 LS 100% 700,00 212 INCLUDED IN #211 - - - 213 DRIVE APPROACH 35' 150.00 EACH 2 EACH 300.00 214 DRIVE APPROACH 20' 100.00 EACH I EACH 100.00 215 BARRICADE 200.00 LS BUDGET NUMBERS: $12,640.56 19- 3357 -042: 5,878.770 _26- 3357 -e4a4* 5,178.60 02- 3397 -143: 319.20 ORIGINAL CONTRACT EXTRAS TO DATE CONTRACT TO DATE AMOUNT EARNED LE55 100 RETENTION LESS PREVIOUS PAYMENTS AMOUNT DUE THIS REQUEST Me�� $12,640.6 1,264.06 11,376.50 ✓ I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. S1GNE� SIGNED GRIFFITH COMPANY O� ENGINEER IT BY P. GRIFFITH ORIGINAL CONTRACT $34,342.8o EXTRAS TO DATE CONTRACT TO DATE AMOUNT EARNED $19,551.84. LESS IC% RETENTION 1,955.18 LESS PREVIOUS PAYMENTS I,732.50 AMOUNT DUE THIS REQUEST 15,864.16 I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT'. SIGNED_�,�/ �� SIGNED GRIFFITH COMPANY LNG INEE T P. Griffith i CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT .� PROGRESS PAYMENT REQUEST NO. 2 FOR PERIOD ENDING a ^I+si:J,Sr1,964 i PROJECT: ANNIVERSARY ESTATES STREET RECONSTRUCTION BUDGET NO. 02- 3397-146 CONTRACT N0. 108 -G ITEM CONTRACT PERCENT AMOUNT NO. CONTRACT ITEM PRICE COMPLETE EARNED 601 EXCAVATION $p2,800.00 LS 100% $2,800.00 6o2 GRAN. QUICKLIME 28.00 /TON 128.28 TON 3,591.84 603 LIME TREAT SOIL 6" 10.40 /SY 10,600 SY 40240.00 604 LIME TREAT SOIL 8" 0.40 /Sy 2,800 SY 10120.00 605 REM. & REPL. C &G 3.00 /LF 300 LF 900.00 6o6 REM. & REPL. 4" SLABS 00,80 /SF 2,000 SF 1;600.00 607 REM. & REPL. CROSS GUTTER 800.00 EACH I EACH 800.00 608 C.B. 91 2,300.00 EACH I EACH 2,300.00 6o9 C.B. #2 2,200.00 EACH I EACH 2,200.00 610 A.C. PVMT 3" 5.80/TON 611 A.C. PVMT I" 5.80 /Tow 612 ADJ. M.H. 50.00 EACH 613 I ADJ. CLEANOUT 30.00 EACH $19,551.87 ORIGINAL CONTRACT $34,342.8o EXTRAS TO DATE CONTRACT TO DATE AMOUNT EARNED $19,551.84. LESS IC% RETENTION 1,955.18 LESS PREVIOUS PAYMENTS I,732.50 AMOUNT DUE THIS REQUEST 15,864.16 I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT'. SIGNED_�,�/ �� SIGNED GRIFFITH COMPANY LNG INEE T P. Griffith i CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. ,! _ 1 FOR PERIOD ENDIftGu AUGUST 15, 1967 PROJECT:_ UNDERDRAIN - SANTIAGO AT NOTTINGHAM BUDGET NO. CONTRACT N0. 1083 -H FO 700 8" PERF. PIPE $7.00 /LF I 400 LF $2,800,00 701 CLASS I BACKFILL 8.00 /TON 189.0 TON 11512.00 702 6" A.C. PVMT. 0.55 /SF 703 3" A.C. PVMT 0.55 /SF 704 REM. & REPL. 8" P.C-C. 4.00 /SF 705 RE -LAY EXIST PIPE 9.00 /LF 25 LF 225,00 706 TERM. CLEANOUT 130.00 EACH 707 ADJ. V.B. 30.00 EACH $4.,537.00 ORIGINAL CONTRACT $72407.00 - EXTRAS TO DATE - CONTRACT TO DATE AMOUNT EARNED $4.,37.00 LESS ;ON RETENTION 53-70 LESS PREVIOUS PAYMENTS AMOUNT DUE THIS REQUEST A 083 30 J a I HEREBY CERTIFY THAT THE AMOUNTS AND VALUES ARE CORRECTe S 1GNED� SIGNED GH ITH 00 PANY ENGINEER 'C' B G. P. Griffith 0 0 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. yC 7- FOR PERIOD ENDING AUGUST 15, 1967 PROJECT: CLIFF DRIVE BUDGET NO, 02- 3397-146 CONTRACT NO. 1083-1 ITEM CONTRACT. PERCENT AMOUNT NO. CONTRACT ITEM PRICE COMPLETE EARNED 800 REM. CONC. PVMT. 0.30 /SF 1,400 SF $ 420.00 i 801 REM A.C. PVMT. o.3o /sF 2 , 80o sF 840.00 802 REM. C&G 0.75 /LF 100 LF "j5.00 803 AGG. BASE .00 /TON 165.85 TON 1,160.95 804 INCLUDED IN #812 - - - 805 REM. EXIST. DRAIN S00.00 LS 100% 600.00 8o6 18" C.M.P. 12.00 /LF 90 LF 1 ,4080.00 807 C.B. #2 900.00 EACH I EACH q 0.00 808 "A" CURB & GUTTER 8" .00 /LF 809 "A" CURB AND GUTTER 619 2.00 /1-F 810 GUTTER ONLY 1.40 /LF 811 CROSS GUTTER 8" I.00 /SF 350 SF 350.00 ' 812 A.C. PVMT. 6.00 /TON 813 STD. ALLEY APPRO. 300.00 EACH 814 RIP RAP LINED CHANNEL 12.00/TON 815 ADJ. M.H. 50.00 EACH $5,425.95 ORIGINAL CONTRACT $93091.00 EXTRAS TO DATE CONTRACT TO DATE AMCUNT EARNED $5,4125.95 LESS 10p RETENTION 542.59 LESS PREVIOUS PAYMENTS p- AMOUNT DUE THIS REQUEST 4,883.36 I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. SIGNED // SIGNED GRIFFITH COMPANY ENGINE - ' fD1 g � P. Griffith CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 2 PROJECT: COMBINED STREET PROJECTS, 1966 -67 FOR PERIOD ENDING AUGUST 15, 1967 BUDGET N0. SEE BELOW CONTRACT NO. 1083 ITEM +� NO. ` CONTRACT ITEM ! X X' X )c)&yR'Xm �A7k�x tva" I Mr�N I BUDGET NUMBERS 2_3397_43 097 16 ✓ f a y 619.20 02- 349-� 13 i8, . 72400 19- 334 - 19- 3357 -042 j 4 8 00 ✓ 2, 43.20 i , III 19 -3379 -038 ' .✓ 2�04 26- 3357t 52.00 9,7788.4o 26- 3379 -o38 788 50-9297-041 0o4.0o — } � 773752.32 A 6 I I � i I OlklalNAL ..ONTRACT $179,709.50 EXTRAS TO DATE CONTRACT TO DATE OK ¢, 22� ' END PAYMENT TO: AMCUNT - _ARMED 95,416.4 RIFFITH COMPANY :C /5 RETENTION ,541.63 P.O. Box 395 .E SS PREVIOUS PAYMENTS 0,122.50 COSTA MESA, CALIFORNIA AMOUNT D'.E THIS REQUEST 77,752.32 HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. S IGN_D_ i y k,! S IGtiED_ GRIFFIT BP4� ' ENGINEER OR f irfG. P. Griffith CITY OF NEWPORT BEACH PUBLIC WORKS PROJECT CHANGE ORDER CHANGE ORDER NO. C -1 DATE AUGUST 4. 1961 CONTRACT NO. 108-4-C PURCHASE ORDER NO. _ BUDGET NO. 19-3357-042 CONTRACTOR'S NAME GRIFFITH COMPANY PROJECT NAME AND NO. IMPROVEMENT OF PLACENTIA AVENUE AT PRODUCTION PLACE ACTION: AS DIRECTED CUT AND PLUG THE ABANDONED 4 INCH WATER MAIN IN PLACENTIA AVENUE. THE COST OF THIS WORKS PER DAILY EXTRA WORK REPORT DATED 7 -21 -67 Is $32.99. CO BY DA APPROVAL: Fiela engineer Date G. P. DUNIGAN, JR. cc: Purchasing CITY OF NEWPORT BEACH PUBLIC WORKS PROJECT CHANGE ORDER CHANGE ORDER NO. 1_B DATE JULY 28, 1967 CONTRACT NO. IM3 B PURCHASE ORDER NO. — BUDGET NO. -- CONTRACTOR'S NAME GRIFFITH COMPANY PROJECT NAME ANE)NO. IMPROVEMENT OF 16TH STREET, IRVINE AVENUE TO DOVER DRIVE ACTION: AT THE INTERSECTION OF 16TH STREET AND IRVINE AVENUE, MODIFY THE CATCH BASINS AS FOLLOWS: 1. DELETE THE TYPE 307 LOCAL DEPRESSION. 2. CONSTRUCT THE WARPED GUTTER AND BULB ANGLE PER CITY OF NEWPORT BEACH STD. 301 AND 302 . THIS WORK SHALL BE DONE AT NO CHANGE IN THE CONTRACT LUMP SUM PRIC9 FOR EACH CATCH BASIN. cc m , APPROVAL: Field amine Date G. P. DUNIGAN, JR. cc: Purchasing 1967 PUBLiC WORKS DEPT.. I CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. I FOR PERIOD ENDING JULY 14, 1267 PROJECT: IRVINE AVENUE - SANTA ISABEL TO MONTEVISTA i BUDGET NO. SEE BELOW CONTRACT NO. 1083 —A I ITEM CONTRACT PERCENT AMOUNT NO. CONTRACT ITEM PRICE COMPLETE EARNED 1. EXCAVATION $5,000.00 LS 70 .- $3,5OO•OO �'. °A° CURB AND GUTTER 61' 1.65 /LF- 3. "A° CURB AND GUTTER 8° 1 1.80/LF 9 5• CURB AND GUTTER (I2" GUTTER) 1.50 /LF 7. ASPHALTIC CONC. 6.40 /TON 8. AGG. BASE 2.70 /TON 9. LIME TREATED SUB -BASE 7" 0.40 /Sy - 9.1 GRAN. QUICKLIME 28.00/TON 10. P.C.C. DRIVE APPROACH 6° 0.50 /SF 3.... Ii. REM. A.C. PVMT 0.03 /SF 13. W -21 -R 20.00 EACH 20. CURB INLET It 600.00 EACHf" 21. CURB INLET #3 500.00 EACH - 22. S.D. JUNCT. STR. 550.00 EACH - 23 DITCH 6.00 /1-F 24 15" R.C.P. 1500 D fO.00 /LF 25. Ig" R.C.P.. D 10&"F " e i wi, . _ .:a.: r' �: CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. FOR PERIOD ENDING PROJECT: IRVINE AVENUE - SANTA ISABEL TO MONTE VISTA BUDGET NO. SEE BELOW CONTRACT NO. 1083 -A ITEM CONTRACT. PERCENT AMOUNT NO. CONTRACT ITEM PRICE COMPLETE EARNED 26. 18" R.C.P. 11.00 /LF 27. 21" R.C.P. 12.00 /LF 30,31, 32 WATER SYSTEM 5700.00 LS 40. ADJ. M.H. 50.00 EACH 3,500.00 BUDGET NUMBERS: 19- 3344 -o26: $22350 -Q0 26- 334442kOr 7 800.00 50- 9297 -0I► It ORIGINAL CONTRACT $38,061.70 EXTRAS to DATE CONTRACT TO DATE AMOUNT EARNED $3,5OO-00 LESS i0% RETENTION 350-00 _ LESS PREVIOUS PAYMENTS $3,150• AMOUNT DUE THIS REQUEST 1 HEREBY CERTI�rYY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. SIGNED GRIFFITH COMPANY NO EER NTRACTOR G. P. Griffith A 4 - =st • CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO.— ow FOR PERIOD ENDING_ Juar 111.1 j94 PROJECT:_ I SIXTEENTH STREET : IRVINE TO DOVER BUDGET N0. sEE 9ELOV i CONTRACT N0. IAi��l3 ;. ITEM CONTRACT PERCENT AMOUNT NO. CONTRACT ITEM PRICE COMPLETE EARNED 101 CLEAR & GRue $600.00 LS r- 102 EXCAVATION 1.50 /Cy 103 AGG. BASE 2.50/TON - 104 ASPHALTIC CONC. 6.25/TON -- - 107 REM. & REPL. CHAIN LINK FENCE 1.40 /LF -- - - - - 108 REL. F.H. 600.00 LS 112 113 114 115 116 REL. ST. LT ADJ. M.H. ADJ. G.V. C & G 8" C & G 6" SIDEWALK DRIVE APPROACH 36" R.C.P. 30 "R.C.P. 24" R.C.P. 18" R.C.P. DELETE 50.00 EACH 30.00 EACH 1.80 /LF 1.8o /LF 0.35 /SF o.5o /SF 16.00 /LF DELETE 13.00 /LF II.00 /LF 225 LF $3,600.00 1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. FOR PERIOD ENDING PROJECT: SIXTEENTH STREET - IRVINE TO DOVER R!)DGET NO. SEE BELOW CONTRACT NO. 1083 -B � Tc nA i I I I nPm;`r \IT I ♦ \I111 \IT 120 121 122 123 124 125 126 127 128 129 130 131 132 COMC. COLLAR 18" X 36" CONC. COLLAR 36" x 42" C.B. W =21 C.B. W =14 c.e. W =7 C.B. W =10 JUNCTION STR. CONC. COLLAR & 18" C.M.P. A.C. BERM 12" V.C.P. 12" G.V. ETC. LIME TREATED SUB BASE 6" GRAN. QUICKLIME BUDGET NOS: 02- 3497-1333; $3,240;00 19-3379 -038: 26- 3379- 038c :. 26-3379-0383: 50- 9297 -0431: 100.00 EACH 140.00 EACH 2000.00 EAc 1,700.00 EAc 1,000.00 EAc DELETE 600.00 EACH 200.00 LS 1.00 /LF 600.00 LS 1,000.00 LS 0.40 /Sy 28.00/TON $3,600.00 ORIGINAL CONTRACT $72,717.00 EXTRAS TO DATE CONTRACT TO DATE AMOUNT EARNED $3,600.Oo LESS IQ`% RETENTION 360.00 LESS PREVIOUS PAYMENTS AMOUNT DUE THIS REQUEST 3,240.00 . I HEREBY CERTIFY THAT THE ABOV,E�A14OUNTS AND VALUES ARE CORRECT. SIGNED.2, -�/� SIGNED GRIFFITH COMPANY {yam„ NOIN R OR . ONTRAC 6. P. Griffith _i 0 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT r PROGRESS PAYMENT REQUEST NO. FOR PERIOD ENDING JULY 14., 1967 ,! PROJECT: ANNIVERSARY ESTATES STREET RECONSTRUCTION BUDGET NO. 02-3397 -146 CONTRACT NO. 1084 -G .- 610 611 613 EXCAVATION GRAN. QUICKLIME LIME TREAT SOIL 6" LIME TREAT SOIL 8" REM. & REPL. C&G T ITEM PRICE COMPLETE $2,800.00 LS 28.00 /TON 10.40 /sY lo.4o /sY REM. '& REPL. 4" SLABS REM. & REpL. CROSS GUTTER C.B. #1 C.B. #2 A.C. PVMT 3" A.C. PvMT I" ADJ.% M.H. ADJ,.CLEANOUT ORIGINAL CONTRACT .$34,349•8o EXTRAS TO DATE CONTRACT TO DATE AMCUNT EARNED $1,925.00 LESS ;0% RETENTION 192.50 ,ESS PREVIOUS PAYMENTS - AMGUNT DUE THIS REQUEST $1,732.50 3.00 /LF o,80 /SF 800.00 EACH 2,300.00 EACH 2,200.00 EACH .80/ToN .80 /TON ).00 EACH EACH 1,925.00 . 1 HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. SIGNEDc :; �y -�/N SIGNED GRIFFITH COMPANY r NOINE R RACLOR GRIFFITH j t CITY OF NEWPORT' BEACH PUBLIC WOR�,.S DEPARTMENT :`SS PAYMENT REQUEST NO- 1 M FOR PERIOD ENDING July 15 1967 COMBINED STREET PROJECTS, 1966-67 P6D!ET N0, SEE BELOW CONTRACT NO- 1083 NO i CONTRACT _ITEM KC> taftfa ZVI= i i BUDGET NUMBERS: - 1 02-3397-143 � 3 02 -3397 -146 . .. ... . . . .. $1,72.50. 02-3 97 -133 ...... . ,z 0.00 19-33 4-02 ....... ... 0350.00 19- 3357 -042 -19- 337-038 .2 334 -ee6 0 *7.......... 800.00, 26- -644 j 26- 3379 -o�8 Z 50- 9297 -0 1 - $8, 122.50 1 I ORIGINAL CONTRACT $179,709 -50 EXTRAS TO DATE CONTRACT TO DATE AMOUNT EARNED 90025. 0 LESS 10% RETENTION 902• LESS PREVIOUS PAYMENTS - AMOUNT DUE THIS REQUEST 8,122.50 PAYMENT TO: GRIFFITH COMPANY P -o- Box 395 COSTA.MESA, CALIFORNIA RACTOR G. P. Griffi fJ J. J Q�EwPORr CITY OF NEWPORT BEACH CALIFORNIA City Hall 3300 W. Newport Blvd Area Code 714 673 -2110 JULY to, 1967 DEAR ANNIVERSARY ESTATES RESIDENT! A CONTRACT HAS BEEN AWARDED BY THE CITY TO THE GRIFFITH COMPANY FOR THE RECONSTRUCTION OF THE STREETS IN THE ANNIVERSARY ESTATES TRACT. THE WORK TO BE DOME WILL INCLUDE THE RECONSTRUCTION OF ALL STREETS IN THE TRACT, THE CONSTRUCTION OF TWO NEW CATCH BASINS TO IMPROVE THE DRAINAGE AND THE REPLACEMENT OF CERTAIN SECTIONS OF CURB, GUTTER AND SIDEWALK. DRIVEWAY APPROACHES BETWEEN THE SIDEWALK AND THE CURB WILL BE REPLACED WHERE THE CONDITIONS WARRANT. WORK ON THE CATCH BASINS AND CURBS AND GUTTER WILL BEGIN. DURING THE WEEK OF JULY 10m THE STREET WORK WILL BEGIN APPROX- IMATELY AUGUST 15TH AND SHOULD BE COMPLETED TWO TO THREE WEEKS THEREAFTER. IT WILL BE NECESSARY TO PROHIBIT VEHICULAR TRAFFIC ON CERTAIN STREETS FOR SEVERAL "OURS DURING PREPARATION OF THE SUBGRADE AND AGAIN DURING THE PAVING OPERATION. YOU WILL BE NOTIFIED AHEAD OF TIME SO THAT, IF YOU WISH, YOU WAY PARK YOUR AUTOMOBILE OUTSIDE THE LIMITS OF WORK. WE HAVE TRIED TO SCHEDULE THE VARIOUS CONSTRUCTION OPERATIONS IN SUCH A WAY THAT INDIVIDUAL INCONVENIENCE WILL BE KEPT TO A MINIMUM, ALTHOUGH ACCESS TO YOUR MOME MAY NOT BE NORMAL FOR MUCH OF THE CONSTRUCTION PERIOD. YOUR COOPERATION IS REQUESTED IN ASSISTING US TO COMPLETE THESE IMPROVEMENTS AS EXPEDITIOUSLY AS POSSIBLE, IF YOU HAVE ANY QUESTIONS REGARDING THIS IMPROVEMENT, PLEASE FEEL FREE TO CALL ME. VERY TRULY YOURS, HUNTER T. COOK PROJECT ENGINEER HTC /LOG ft I f I ND_' INIT_ DATE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: v •�...•� ' j}.I p�,y IN PERSON I FIRM: TEL.. _TELCON 1E1 P.W. DIRECTOR 3 ASST.P.W. DIR. v UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. UBDI". ENGR. GN DESI E . CO -OP. ROJ. ENGR. FIELD ENGR, S CRETARY i To. ClvoK— FIRM: /� TEL. /� SUBJECT:_( _n Lr;-iz cry i� � jt,2y �lut FILE: c-10�r3 DATE: `7-3 OUTLINE OF INFORMATION RECEIVED IGIVEN I�I 12Cr Qt,'�243r] Tp 1�iSi N S `' l..'i fZ.c, '�66 '0z. '4 17;)A Q i L vV TJ 1 l� J C k:: \ C7 E l 3> �-I•A A I C, t.( A • 0�31„t �'ATIOAL i t7 1����•o� hli l--1 c —ks �Ac�c �. ct ou V.+� . t� L�+z•a- • S C' 1. o.� t� �t . 11 r /J h.T IK o.s G,.A IT L Ce G. A c_ 12 Qr C K T �OA1TiLQG"S'bRS I.�S� -TN(�P— 1jV2�v.. -�6 M1. �t.c THE ��TbQ. r ACTION REQUIRED PERSON RESPONSIBLE DATE DUE 1 --D�CYL ICi1L — Vlon.�/ �M1O C'c�t�2� Icy PS Awl ado A YLt/+T� I l � 1 NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY "C" IN NO. BLOCK. i CITY OF NEWPORT BEACH POL1C WOW DEPARTMENT NO. C�-ic�ff3 To: rl" KE DiRECT(m FROM: Pudic MORIts DtPARTntnt SUBJECT: CONTRACT{ C•1083 AND C -1117 Toot cost SPLIT POR Toot YARIO{N PROJECTS FOR ALLOCATINS FUNDS ,MOULD St As POLLOWS1 (1) PROJECT 1083A ACCCOwrr 16� 1 9,?T3-70 C AccounT d19• Z JAI 70 23,1 (Y) PIroACT 10838 AccovmT #26-3;T94$ �SCU*ft COSTA I1tSA) 10, S DISTRICT) 1B, C Accoupa /0E•3497•1�3 D Accowur /j0.9Z9T•041 JAI 26, 00 1., 00 t AccovNT 119.3379+039 16,012.30 (3) PRDJtcT 10830 ((A ACCOUNT 1*6- S,O 3357.04 Accovw -50 (D /i9 -3 57.042 lN/ts 9068&50 (e PIPt i MWPLY Account #W- 3397 - 143 330000 / l_OI.l7Yi1(.! (4) 'UO.+Ear 1117 . (A) AccowT !19»33815 -i. D AtcouNT •3*l 5 i570�000 0 Nulrran T. CoON PROJECT EMSINttR NTchos CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD DATE JUNE 28,.._]6_ To. ORANGE COUNTY ROAD DEPARTMENT 400 W. STN STREET SANTA ANAp CALIFORNIA ATTENTION. WENDELL HARTMAN SUBJECT. COOPERATIVE PROJECTS WE ARE TRANSMITTING THE FOLLOWING. No. COPIES DESCRIPTION 3 CM8 DRAWING R KAft-S SLATS. 1-4 IRVINE ArENUE EXTENSION 3 CNS DRAVINO R -503 -S SOOTS. 1 -3 STREET IMPROVEMENTS PLACENTIA AvtmUt AT PRODUCTION PLACE 1 CONTRACTORS INITIAL SCHEDULE REMARKS= FOR YOUR INFORMATION COPIES TO. BY° NUNZ,m T COOK PROJECT EIw WEER JUNE 149 1967 TO: FIELD ENGINEER FpnM: PROJECT ENGINEER SUBJECT: CONTRACT 1083; PAYMENT SCHEDULE WHEN PROCESSING PAY REQUESTS FOR THIS CONTRACT, PLEASE CHARGE ITEMS TO THE APPLICABLE ACCOUNT NUMBERS AS INDICATED BELOW: 1. PROJECT 1083A - IRVINE AVENUE EXTENSION A. ACCT. #26- 3344.•9 ALL WORK,INCLUOING STRIPING AND SIGNINGJOUTSIDE THE CITY. B. ACCT. #50- 9297 -041 ALL WATER SYSTEM IMPROVEMENTS C. ACCT. #19- 3344 -026 ALL REMAINING WORK INCLUDING STRIPING AND SIGNING. AN APPROXIMATE BREAKDOWN OF QUANTITIES IS GIVEN BELOW.FOR IN- FORMATION ONLY. THE FINAL PAYMENT MUST BE BASED ON AS- BUILT CONDITIONS. T P AGE 2 ITEM - UNIT QUANTITY 19- 3344 -026 26- 3344 -oz6 50- 9297 -041 TOTAL 1. CLEAR & GRUB L.S. $3,800 $19200 - $5000 2. TYPE A CURB 6" C.F. L.F. 110 320 71 440 3 8" C.F. L.F. 748 292 - 1040 5. C &G, 6 "C.F., 12" GUT L.F. 725 250 - 975 7. A.C. TON 581 274 - 855 8. A.B. TON 1,355 611 - 1966 9. LTS S.Y. 2,360 780 - 3140 9.1. LIME TON 23 7 - 30 10. DRIVE App. S.F. 125 500 - 625 11. REMOVE A.C.PAVE. S.F. 0 19,750 - 1%750 13. W -21 -R EACH 0 1 - 1 20. #1 CB EACH I I - 2 21. #3 CB EACH 2 0 - 2 22. .JUNCT• CHBR EACH 2 0 - 2 23. CONST. DITCH L.F. 120 © - 120 24 & 25. 15" RCP L.F. 110 30 - 140 26. 18" RCP L.F. 110 0 - 110 27. 21" RCP L.F. 235 0 - 235 30- 32. WATER SYSTEM Imp. L.S. - - $5700 $5700 40. ADJ. M.H. EACH 0 1 - I NOTE: THE QUANTrn ES ARE GIVEN IN THE UNITS SHOWN. i PAGE 3 .... I 2. PROJECT 1083B - IMPROVEMENT OF 16TH STREET FROM IRVINE AVENUE TO DOVER DRIVE A. ACCT. No. 26- 3379 -038c ALL WORK WITHIN THE CITY OF COSTA MESA B. 26- 3379 -038s ALL STREET IMPROVE, kT WORK SOUTHERLY OF THE CENTERLINE OF 16TH ST. ADJACENT TO THE HIGH SCHOOL EXCEPT A I2- FOOT STRIP ADJACENT TO THE CENTERLINE. C. 02 -3497 -133 ALL DRAINAGE FACILITIES EXCEPT WORK WITHIN THE CITY OF COSTA MESA D- 50- 9297 -041 BID ITEMS 129 & 130 E. 19- 3379 -038 ALL OTHER ITEMS INCLUDING STRIPING AND SIGNING AN INFORMATIONAL BREAKDOWN OF PROJECT QUANTITIES 15 PROVIDED AS FOR PROJECT 1083A. f f- z m J- H (7 a a N Ittit M M I� N - -- —.7 O MI— O O Cr) C N N _ o M0 Ul\ S� +Q'Y} N} 0Y 'A ••+ op 1 I f 1 1 1 1 1 1 1 1 1 1 M i00 � a Qo - rn I- 1 2r--r--Ml O M 1 cn O NCC_O oo p — N O�ew%.0 1 - - -- 1 1 1 1 Cu Cn M N pO 00 i-- O • • • Z • • _ _ _ _ _ _ (n } . Z 2 Li N U U U Li LL li li L- ly U U U U V V (n L_ N N 2 • O O ¢ ¢ • ¢ ¢ Q ¢ ¢ ¢ • O J W LJ J J (n (n J J J lil W W W W LJ �O N Md 1 I rn m ¢ 7 Q ¢ ¢ tY 2 • . J J J (j O L, J = J Ii Y d U U U O O U O U a =13UU < CCKUU_�� •U KU W lC > W L� t ' 3 W is i9.�. . • N — 11 I- • w > Q Q U •ap �p w> U U 0 1 3 U U W • W w U17]U z J o z 2:3::3: z z = >U) s- J x w w o \O� O O m o U N F- - U W QQ I` WW Q QU.a�J NO MN� - UUm U J J U"7U K —U' o — N M O N M,7 lI1�000 O\ O— N M� �O �.� O\ O N 0 0 0 0 0— N N N N N N N.N N MMM PAGE 5 3. IMPROVEMENT OF PLACENTIA AVE. L PRODUCTION PL. A. AccT #26- 3357 -04� ALL WORK INCLUDING SRIPING AND SIGNING SlLY OF THE CITY BOUNDARY EXCEPT THE CURB, GUTTER AND DRIVE APPROACH ON THE ELY SIDE. B. INDES PIPE AND SUPPLY CURBO GUTTER AND A DRIVE APPROACH S'LY OF THE CITY BOUNDARY ON THE E'LY SIDE OF PLACENTIA. ADVISE THE CITY TREASURER WHAT THE FINAL COST IS. C. #19- 3357 -o42 ALL OTHER WORK INCLUDING STRIPING AND SIGNING. INDES PIPE IVA - UNIT 19- 3357 -o42 26 -3357 -042 & SUPPLY TOTAL .201 EXCAVATE & GRADE L.S. $1400 $1400 - $2800 205 REL. ST. LIGHT L.S. $1200 - - $1200 2o6 REL MISC. STRUCT. L.S. $ 480 - - $ 480 '207 ADS. M.H. EACH 3 1 - 4 '208 CURB & GUTTER L.F. 226 130 94 450 209 A.S. TON 1050 1200 - 2250 •210 A.C. TON 325 375 - 700 211 CROSS- GUTTER L.S. $ 700 - - $ 700 .213 DRIVE ADD W -35' EACH - 1 1 2 214 11 " W -20' EACH I - - 1 215 ST. BARRICADE L.S. - $ 200 - $ 200 r PAGE 6 0 41 4. PROJECT 1083G, REQ"STRUCTION OF STREETS IN ANNIVERSARY ESTATES 1083H, CON*-,,' UCTION OF A SUBDRAIN AT THE INTER- SECTION OF SANTIAGO IVE AND NOTTINGHAM ROAD; AND 10831, IMPROVEMENT OF CLIFF RIVE. THE WORK FOR THESE THREE PROJECTS SHOULD BE CHARGED TO ACCOUNTS No. 02- 3397 -146, 02- 3397 -151 AND 02- 3397 -166. FUNDS MAY BE USED FROM ANY OF THE ACCOUNTS FOR ANY OF THE THREE PROJECTS. 5. STRIPING AND SIGNING MAY BE CHARGED BY GENERAL SERVICES AS INDICATED. HUNTER T. COOK PROJECT ENGINEER CC: FINANCE DIRECTOR GENERAL SERVICES DIRECTOR DESIGN ENGINEER HTC:NAJ GRIF /ITN COMPANY P.O. Box 395 COSTA WSA, CALIFORNIA SUBJECTS CONTRACT DOCUMCNTS FOR CONTRACT 1083 GENTLEMENI i JVNE 29, 1967 ENCLOSED FOR YOUR INFORMATION AND FILES IS A FULLY EXECUTED COPY OF THE CONTRACT FOR THE SUBJECT PROJECT. YOUR ATTENTION IS DIRECTED TO SECTION 7.08 OF THE STANDARD SPCC+ IFICATIONS WHICH STATES THAT YOU AND ALL OF YOUR SUBCONTRACTORS MUST HAVE A CITY LICENSE. THE CONTRACT WAS EXECUTED BY THE CITY ON JUNE 262 1967. THE DATE OF COMPLETION IS OCTOBER 24, 1967. PLCASE PROCEED WITH THE CONSTRUCTION IN COMPLIANCE WITNTTHC PLANS AND SPECIFICATIONS. VERY TRULY YOURS HUNTER T. COOK PROJECT ENOINCER HTCIMAJ ENCLI i • j�, G l Y GRIFFITH COMPANY CONTRACTORS 611 SOUTH BHATTO PLACE LOS ANGELES 5 DUNKIRK 7•$241 June 22, 1967 City of Newport Beach 3300 West Newport Boulevard Newport Beach, California 92660 Attention: Mr. Hunter T. Cook Project Engineer Subject: Fiscal Year 1966 -67 Combined Street Improvements (C -1083) Gentlemen: We are returning herewith four (4) copies of Contract Documents for the construction of the above subject project, which have been fully executed by us, including the necessary executed Labor and Material Bonds and Performance Bonds. Our records indicate you have on file our Certificate of Insurance covering all operations in accordance with the Stipulations set forth in your letter of June 13, 1967. Please return a complete Contract Document to us after it has been fully executed by the City. FCR:mb ends. (4) cc: Mr. G.P. Griffith District Manager Griffith Company Orange County Area Very truly yours, GRIFFITH COMP NY Assistant Secretary ft ECFIIVEV JUN 2:1961 PUBUC WOM DEPT. To: CITY ATTORNEY CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD & _ 10K3 DATE JUNE 23, 1967 ATTENTION: TULLY StYMOUR SUBJECT: CONTRACT DOCUMENTS FOR CONTRACT 1083 WE ARE TRANSMITTING THE FOLLOWING: NO. COPIES DESCRIPTION REMARKS: 4 SETS 4 COPIES PLEASE REVIEW FOR COMPLIANCE AND RETURN. CONTRACT DOCUNENTS INSURANCE CERTIFICATE COPIES TO: BY: HUNTER T. COOK PROJECT ENGINEER i 9 TO: FIELD ENGINEER FROM: PROJECT ENGINEER SUBJECT: CONTRACT 1083; PAYMENT SCHEDULE 0 JUNE 14, 1967 WHEN PROCESSING PAY REQUESTS FOR THIS CONTRACTS PLEASE CHARGE ITEMS TO THE APPLICABLE ACCOUNT NUMBERS AS INDICATED BELOW: 1. PROJECT 1083A - IRVINE AVENUE EXTENSION A. AcCT. #26 -3344 -026 ALL WORK.INCLUDiNG STRIPING AND SIGNING OUTSIDE THE CITY. B. ACCT. #50- 9297 -041 ALL WATER SYSTEM IMPROVEMENTS C. ACCT. #19-3344 -026 ALL REMAINING WORK INCLUDING STRIPING AND SIGNING. AN APPROXIMATE BREAKDOWN OF QUANTITIES IS GIVEN BELOW FOR IN- FORMATION ONLY. THE FINAL PAYMENT MUST BE BASED ON AS -BUILT CONDITIONS. NOTE: THE QUANTITIES ARE GIVEN IN THE UNITS SHOWN. • PAGE 2 ITEM - UNIT QUANTITY j 19- 3344 -026 26- 3344 -026 50-9297 -041 TOTAL 1. CLEAR & GRUB L.S. $3,800 $1,200 - $5000 2. TYPE A CURB 6" C.F. L.F. 110 320 - 440 3. 8" C.F. L.F. 748 292 I' 1040 5. c &G, 611c.F., 12" GUT L.F. 725 250 - 975 7. A.C. TON 581 274 - 855 8. A.B. TON 1055 611 - 1966 9. LTS S.Y. 2,360 780 - 3140 9.1. LIME TON 23 7 - 30 10. DRIVE App. S.F. 125 500 - 625 ! 11. REMOVE A.C.PAVE. S.F. 0 19,750 f - 19,750 13. W -21 -R EACH 0 1 - I S: 20. #1 CB EACH I I - 2 21. #3 CB EACH 2 0 - 2 22. JUNCT• CHBR EACH 2 0 - 2 23. CONST. DITCH L.F. 120 0 - 120 24 & 25. 15" Qi RCP L.F. 110 30 - 140 26. 18" RCP L.F. 110 0 - Il0 27. 21" RCP _.,-, 235 0 - 235 30- 32. WATER SYSTEM IMP„ L.S. - - $5700 $5700 + 40. ADJ. M.H. EACH 0 1 - I i NOTE: THE QUANTITIES ARE GIVEN IN THE UNITS SHOWN. PAGE 3 i • 2. PROJECT 10838 - IMPROVEMENT OF 16TH STREET FROM IRVINE AVENUE TO DOVER DRIVE A. ACCT. No. 26- 3379 -038c ALL WORK WITHIN THE CITY OF COSTA MESA B. 26- 3379 -0385 ALL STREET IMPROVEMENT WORK SOUTHERLY OF THE CENTERLINE OF 16TH ST. ADJACENT TO THE HIGH SCHOOL EXCEPT A 12- f FOOT STRIP ADJACENT TO THE CENTERLINE. 'I 1 C. 02- 3497 -133 ALL DRAINAGE FACILITIES EXCEPT WORK WITHIN THE CITY OF COSTA MESA D. 50- 9297 -o41 610 ITEMS 129 &*130 E. 19- 3379 -038 ALL OTHER ITEMS INCLUDING STRIPING AND SIGNING AN INFORMATIONAL BREAKDOWN OF PROJECT QUANTITIES IS PROVIDED AS FOR PROJECT 1083A. i Y7 C.. I-- z f W H Y r- B N CLOD _MCQM— Ifl- 7I_ —N - - -- 0 0(n - �O M'.D(wi�-�(J l(1— O r—un — ON M� 008_r tF} .... .. .y}., O r cn t -- 1 1 1 M p V V J ti} 1 2-1.- O 1 1 1 IMn 1 fir- I I I Y Y 1 1 1t t cl i 1 1 r- - — — N 'g. I— 1 1� 1 I O,N�U— 1 - - -- 1 1 1 Y 8 N N rn O MR-p S W ~ 1 I 8 1 Y 1 t i 1 1 0 1 1 I 1 1- ON 7 — — — .7 N tA' N} • u 2 •• . 2= 2= 2 2 n r z z Li Y. u u . W . li . L. U V V V V V v. i . ri r z . o o . a a••. a a a a a a . • o JUF - F•- JJ W W — J fn fnJ J J W W W W W W JJJ J(nF l0 N Y rZ7 1 1 f+'1 co — w ¢ a Y Z J J m J ('} O l U U a V U Y C) J J 2 It • J Y U O O U O V al 1- x >uc.l Ja IZwUu v sa 1- a ) W 4. 3' 3 W 6.19.'(9. • • N -111 F- • W> w ¢ a V • •(�� W 7 U U 3 V V m • W w u ¢] U z J O c- z z 3 3 z z ' > to J X W w a a 0 0 - m �O -:1- CO 0 0 p] N O U N F U W QQ W YY Q < a'f Ynn MN —UUD] OD u Q —('> J.J U U U U N t+'1 -7 O — N "I-1. If\\,O CO a\ O — N Ir1.-t \O O\ O — N 2 2 2 2 22 = N N N N N N 04 N fII MM PAGE 5 0 0 3• IMPROVEMENT OF PLACENTIA AVE. @PRODUCTION PL. A. ACCT #26- 3357 -042 1 ALL WORK INCLUDING SRIPING AND SIGNING S'LY OF THE CITY BOUNDARY EXCEPT THE CURB, GUTTER AND DRIVE APPROACH ON THE ELY SIDE. B. INDES PIPE AND SUPPLY 111 CURBI GUTTER AND A DRIVE APPROACH S LY OF THE CITY BOUNDARY ON THE E'LY SIDE OF PLACENTIA. ADVISE THE CITY TREASURER WHAT THE FINAL COST 15. C. 419- 3357 -o42 ALL OTHER WORK INCLUDING STRIPING AND SIGNING. INDES PIPE X ITEM - UNIT 19 -3357 -042 26 -3357 -042 & SUPPLY TOTAL nI EXCAVATE & GRADE L.S. $1400 $1400 - $2800 '05 REL. ST. LIGHT L.S. $1200 - - $1200 '06 REL MISC. STRUCT. L.S. $ 48o - - $ 480 207 ADS. M.H. EACH 3 1 - 4 'A8 CURB & GUTTER L.F. 226 130 94 450 109 A.B. TON 1050 1200 - 2250 ?10 A.C. TON 325 375 - 700 '_I1 CROSS- GUTTER L.S. $ 700 - - $ 700 '13 DRIVE ADD W -35' EACH - 1 1 2 '14 " W -20' EACH I - - I '15 ST. BARRICADE L.S. - $ 200 - $ 200 I PAGE 6 0 4. PROJECT 1083G, RECONSTRUCTION OF STREETS IN ANNIVERSARY ESTATES; IO83Hj CONSTRUCTION OF A SUBDRAIN AT THE INTER- SECTION OF SANTIAGO DRIVE AND NOTTINGHAM ROAD; AND 10831, IMPROVEMENT OF CLIFF DRIVE. THE WORK FOR THESE THREE PROJECTS SHOULD BE CHARGED TO ACCOUNTS No. 02- 3397 -I46, 02 -3397 -151 AND 02- 3397 -166. FUNDS MAY BE USED FROM ANY OF THE ACCOUNTS FOR ANY OF THE THREE PROJECTS. 5. STRIPING AND SIGNING MAY BE CHARGED BY GENERAL SERVICES AS INDICATED. HUNTER T. COOK PROJECT ENGINEER CC: FINANCE DIRECTOR GENERAL SERVICES DIRECTOR DESIGN ENGINEER HTC:NAJ CITY OF NEWPO RT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD DATE 4M 13 I_ T0: GRISFITH COMPANY WILLIAMSON AND SCHMID - B. WILLIAMSON RAUBP BEING FROST AND ASSOCIATES ATTENTION: SUBJECT: rlwAL Tim W "? Ct11sIub s"m home ammo Ca1R1i ? IOB-3 WE ARE TRANSMITTING THE FOLLOWING: ND. COPIES DESCRIPTION I REMARKS: Foe TCwi ip►matim AMD lilt• COPIES TO: BY: BID keemm MUI a To Cm *"ACT Ent" to T0: i . • CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD ORANGE COUNTY ROAD DEPARTMCNT 400 WEST 87H STRCET SANTA ANAL CALIFORNIA 0_ /053 DATE- .IN'K 7 1967 ATTENTION: 11R. WEMDELL HARTMAN SUBJECT: IRVINE AVENUE 6XTENSIONp PROJECT 1083A 1MPROVENENT OF PLACENTIA AVENUE ® PRODUCTION PLACES PROJECT 1083C WE ARE TRANSMITTING THE FOLLOWING: NO. COPIES DESCRIPTION I BID SUMMARY CONTRACT 1083 I QUANTITY BRCARDOWM FOR PROJECTS 1083A AND 1083C REMARKS: FOR YOUR INFORMATION. IT APPEARS THAT THE TOTAL COST FOR THE COUNTY FORTIONOF THE PROJECTS# INCLUDING ENGINEERIMOp INSPECTION# TCSTIMOV AMP ADMINISTRATION WILL BE SOMEWHAT LESS THAN THE AMOUNT BUDGETED. THE ACTUAL COSTS WILL BE COMPUTED AT THC CLOSE OF THE CONTRACT. WE WILL NOTIFY YOU AS SOON AS A FIRM CONSTRUCTION SCHCDULC 15 OOTAINED FROM THE CONTRACTOR. COPIES TO: BY: HUNTER T. COON PROJECT ENGINEER i PAGE 2 ITEM - UNIT QUANTITY 19- 3344 -026 26 -3344 -026 50- 9297 -o4i TOTAL. G ov►rT� 1. CLEAR & GRUB L;S. $3,800 $1,200 - $5000 2. TYPE A CURB 6" C.F. L.F. 110 320 ? - 44o 3 if 8" C.F. L.F. 748 292 - 1040 5. c &G, 611c.F., 12" GUT L.F. 725 250 - 975 7. A.C. TON 581 274 - 855 8. A.B. TON 1,355 611 - 1966 9. .LTS S.Y. 2,36o 780 - 314o 9.1. LIME TON 23 7 - 30 10. DRIVE APP. S.F. 125 500 ' - 625 11. REMOVE A.C.PAVE. S.F. 0 19,750 " - 19,750 13. W -21-R EACH 0 1 - 1 20. #1 CB EACH I - 2 21.. #3 CB EACH 2 0 - 2 22. JUNCT. CHBR EACH 2 0 - 2 23. CONST. DITCH L.F. 120 0 - 120 24 & 25. 15" RCP L.F. 110 ;;. - 140 26. 18" RCP L.F. ILO - 110 27. 21" RCP L.F. 235 - 235 30- 32. WATER SYSTEM imP, 1..&: - 4'5100 $5700 4o. ADJ. M.H. EACH 0 1 - 1 NOTE: THE QUAN'i.TIES ARE GIVEN IN THE UNITS SHOWN. i S I' PAGE 5 3. IMPROVEMENT OF PLACENTIA AVE. Q PRODUCTION PL. A. ACCT #26- 3357-042 ' ALL WORK INCLUDING S"RIPING AND SIGNING V LY OF THE CITY BOUNDARY EXCEPT THE CURBS GUTTER AND DRIVE APPROACH ON THE E!LY SIOE- B. INDES PIPE AND SUPPLY CURB, GUTTER AND A DRIVE APPROACH S'LY OF THE CITY BOUNDARY ON THE E'LY SIDE OF PLACENTIA. ADVISE THE CITY TREASURER WHAT THE FINAL COST IS. c- #19- 3357-o42 ALL OTHER WORK INCLUDING STRIPING AND SIGNING. CCL7Alw iNDES PIPE v .M - UNIT 19 -i�57 -042 2b -3357 -042 & Su'r�LY TOTAL OE EXCAVATE & GRADE L.S. $1400 $1400 - $2800 REL. ST. LIGHT L.S. $1200 - - $12000, .:v0 REL MISC. STRUCT. L.S. $ 480 - - $ 480 ADJ. M.H. EACH 3 1 - 4 `C3 CURB & GUTTER L.F. 22a 130 94 450 >_09 A.B. TON 1050 1200 - 2250 ?10 A.C. TON 325 375 - 700 ?II CRO55- GUTTER L.S. $ 700 - - $ 700 '13 DRIVE ADD W -35' EACH - I 2 ,14 W -20' EACH ?15 ST. BARRICADE L.S. - $ 200 - $ 200 0 NO. CITY OF NEWPORT BEACH PUBLIC WOW DEPARTMENT To: CITY ATTORiKY FROM: ftftIC W=Q KPARTWNT SUBJECT: COIITRACT 1083 0 Date JUNG 1. 1961 Gros ro* CoNTMAGT 1083 vCMC OPCNCO OM JuMC 5• Wit PLAN TO M[COMIKMD TO TNt COUNCIL ON JWC lY THAT AVAMD K MAD[ TO TNt LOV •IDKMs Tut GMIirITH COMPANY. PLtASC PIEPAMC A nc&oLUTION ron COUNCIL ACTION CONTAIMIMO THE /NrOMMATION ON THE ATTACNCD OMAl7. "URIC* T. COOK PMOJtCTS EMGINCUM < W v� J on �I�iI I W \Q dl o UJ \ z v� < W W LU �- �0U o- I- UW �I kA �+�iml?ylN Npq"! 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I l I 'o a` jol �o �° � INI 01 N '� • ul O I 14 O IN N of d ih� al p ,,, .a c� �i °I ° Oi I D;O� Z)i i1i��9' ol��:D�it1vL}I i o� I lati \ NI�MI I�rn41�0op�) OOth��mv° 0� �9)I kF` FI�INoII^711 � Is°1�.N I y' °Iv°lol mt�\loi' of X140 °O oQ j O��ll���c.� �� , % I ���IIVII`cl 1 �-I � � � � � i I �l �% � 3 � 3 C'' � I CG CG vI ; p� • � (� pI S �i C�': ^ � � v I` kz�� Ij mow. I 7-- 11; LLJ < �i C ci U) C < w Ltj uj z V, O 'y� h 1-! •ivj j i 1 IN UIjjQ 4�.b:�{ I��O'N i i i ' { ! ! I I � ; �\ szIi In I RI, , < 14 KI IN V, O ` J en w a 0 0 U 0 <u u i p�C?- �F-OG� �I i �I II �I h I �I �i �o �Izv �: .. I�IJ L <J Nil •I I �, j b 4j �i 4n �Qipp�o �h�5 o �I I o oL1 'col Nv°oo�l �'•oi °v��II�,Ij��'alj Z o� �I n• � jl I ,��i I o'_�OI ,OI DI OIIOI OI pI JPPI VI OI `1Yr � ' � s i 4 Y1 � �i q bl 01 J -o of o o � � II ' e' J I%I I I n'opI`'Ip�it<! i —A ! I O J G7 0 141 IPA 2Z id :;7, 1AIN �gll NI ., 9'li I I Fro I -L I I I I I 1 1 W 0 U Z o i o <, l � a ou �z �IULd Qw cw w�? J zo ~ Q Z t=Uw �I Q ! I h I ! I '• I I i lv�D�l`��I'�'ic {off) Nloli•IOtlolN {lol�ol'N��I +•il ''' I� I i I , I s , I 4i0DNI O�Qi� +� NI DiQofa;;olol a:Vjoi ° {i i O ' I ml IN o,� �O,4i'v tii gi ' j i N I UJA �I i °°�a� A� - � k;�{ i n� I � Vl to �,—` I gi�IMI �I Q CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: D6 ho ,v ( ,tea % - IN PERSON -: I FIRM: TEL.. '.TELCON I� 0 M04 INIT. DATE P.W. DIRECTOR ASST.P.W. DIR, UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. SUBDIV. ENGR. DESIGN ENGR. CO -OP. ROJ. ENGR. FIELD ENGR. SECRETARY To: 0rno,-z FIRM: TEL. SUBJECT:_ At ra" 1 -�i2o� �c-. FILE: ('- 10k7 DATE: OUTLINE OF INFORMATION RECEIVED (GIVEN 1-1 OIL —1 Acs < <n-v�, QC� J l T7 l�02.T oA<(' C I IZ U, " Le � 4 ` -e G3 i we tS5 �j Tl !i d A" c- s� � L4 A : c-:0 P !-q cu &4 l )kA A GI ACTION REQUIRED PERSON RESPONSIBLE NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY "C" IN NO. - BLOCK. DATE DUE ' CITY O0*WPORT BEACH - PUBLIC WORKS DEP &ENT CONTRACTORS CHECK-OUT LIST BID OPEWOM4 w PROJECT r F7— CO c rct�/ WORKIMB DAYS DEPOSIT REQUIRED EMOINEERtS ESTIMATE o2 /�� — 'd -.0 'T' NO. NAME AND ADDRESS PHONE DEPOSIT V RE6RKS 16-� � 6 36 /S =zPJ X 14 ��o`,vYcl /=od✓ ✓y G�cii ¢ c c nC?4 i �l2�N10' �cl �_Z5 X-�� oG 6 - r� Lcj"G Z100 oitGa- AMA,L- so S- -17 -eel I q. -rowcz- =nIOUSr%ztES =K C.�11, loll I 5o0 —i-i EASTce,I AvL , ES CALIFoe NtA 9ooZZ �MAitvEU Zo e.amrAjrdlTy PIP6UAJe Got P, 7355 A&JFIJJC- 00, 1Aa,L -lW000 AWE, ar C I T°( OFfkWPORT BEACH. , PUBL I C. WORKS DEPOMENT CONTRACTORS CHECK-OUT LIST - -- PROJECT FISCAL YEAR 1966 -67, COMBINED STREET PROJECTS BOD OPENING JUNE 5, 1967 WORKBNQ DAYS CONTRACT Nn. 1x83) DEPOSIT REQUIRED NONE ENGINEER'S ESTIMATE $213,000.00 NO. NAME AND ADDRESS PHONE DEPOSIT REMARKS k� 7 . //I/ %le 64FUTAI %� SzI6J 2 /5/ �omrrr �a rc 9Z�a �W- /o f% Z s��r ofs Go fa rnES yob,. 8 78%0 �� ,f..rbror zS� n n qlEk e J\ 7 /J ;W4/ (iC •cJ•�O 6/C � V ivl Gi� 9 / 10 � Zs BfiZ.ESy".Cc:.B •irE' >o. Ga�r..a :J Z,.. � 7 ( U�.l IT E� CONC�CTE 71i�E COR (J �>V'IAILC b 12 14 041 64s Li vE GAL — S S L 7 P-0, eo< 4z BAtoti- Pa2� Ca -Z 5c I. K y- t.. kvTL, A 13 �� y ALSO SENT TO: SOUTHERN COUNTIES CHAS CO. MR. "PAT" DEVINE, CONSTRUCTION AND MAINT. SUPER 1919 SOUTH STATE COLLEGE BOULE y' _ ANAHEIM, CALIFORNIA SOUTHERN CALIFORNIA EDISON ~. MR. H. TEAGLE, DISTRICT SUPER. 583 MAIN STREET H.B. PACIFIC TELEPHONE COMPANY MR. A. SCHWARZ, StN10R ENGINEER 311 E. BALBOA BLVD. NEWPORT BEACH, CALIFORNIA, 92661 GENTLCNCNt MAY 3, 1967 HEREWITH PLEASE FIND_aHE SET OF PRINTS OF A 40MBINED STREET IMPROVE- MENTS CONTRACT NO. (003 FOR FISCAL YCAR 1966.67. THIS CONTRACT CoN- SISTS OF SIX INDIVIDUAL PROJECTS AS SHOWN ON THE TITLE SMECT. THESE PLANS NAVC BEEN TRANSMITTED TO YOUR OFFICE AT CARLIER DATES, FOR YOUR REVIEW AND COMMCNTS, WHENEVER ANY POSSIBILITY OF CONFLICTS SEEMED TO EXIST. WHERE ►ROBLEMB.010 CKtST ARRANOCNCHTS HAVE BEEN MADE TO RESOLVE THEM. THESE FINAL DRAWINGS ARE INTENDED TO INFORM YOU OF DUN CONSTRUCTION PLANS. THE BIDS FOR THIS WORK WILL BE OPENED JUNE 5, 1967 AND WORK IS CXPCCTED TO BEGIN THREE WEEKS THEREAFTER. PLEASE ACCURATELY LOCATE YOUR UTILITIES IN THESE AREAS AND REMOVE ALL FACILITIES THAT CONFLICT WITH THESE PLANS PRIOR TO THE END OF Juror, 1967. SHOULD ANY SUCH CONFLICTS STILL ARISE DURING CONSTRUCTION, IT WILL BE THE RESPONSIBLITY OF YOUR COMPANY TO RESOLVE THE PROBLEM IIMCDI- ATELY, AT THC CONTRACTORS CONVENIENCE, AND AT THE DIRCCTION Or THE CITY ENGINEER. IF YOU HAVE ANY QUESTIONS, PLEASE CALL HE AT 67321109 EXTENSION 26. VERY TRULY YOURS, DEREK H. WHITE DES IGN ENGINEER DHWINAJ ENCL: c wow MAY 4, 1967 ►oax ENGINEER DESIGN ValtMot STREET PROJECT S CMMIM#. iJd"7 C»1083 ATrAcieD ARE 3 SETS t IPLAft$o SPECIAL PROVISIONS AND PROPSOALS root YOUR uot# for you NEED fmc SETS o LET AR K*W• DtM9% WHITE DHW: in L:le PUBLIe WORKS PIAr 4, 1967 (ALSO SENT TO P,B& R, POLICE DePT., AND FIRE DEPT.) GENERAL SERVICES DEPARTIKNT PUBLIC WORKS DEPARTNIZNT STREET PROJECT — COMBIUS PROJECT 196"7 HEREWITH FOR YOUR INFORNATIONj PLEASE FIN& ONE SET OP PRINT$ OF THE SUBJECT STREET IMPROVEMENTS. .- WORK ON THESE PROJECTS IS EXPECTED TO BEGIN ABOUT THE FIRST OF JULY] 1967- IF YOU HAVE ANY QUESTIONS REGARDING POSSIBLE CONFLICTS BETWEEN THIS CON- STRUCTION AND YOUR OPCRATIONSg PLEASE CONTACT PAT DUNtGANs OUR FIELD ENGINEER. DEREK H. WHITE DESIGN ENGINEER DIM: JR CCI PAT DUNIGAN 9 a y� i 11 H. G. OSBORNE CHIEF ENGINEER 0 0 ORANGE COUNTY FLOOD CONTROL DISTRICT P. 6 BOX Iwo BANTA ANA, CALIFORNIA TELEPHONE: 894 -2900 AREA CODE 714 APR 21 1967 Mr. Joseph Devlin Director of Public Works City of Newport Beach 3300 West Newport Boulevard Newport Beach, California Attn: Mr. H. T. Cook Dear Sir: C,'- /ofY3 400 WEST EIGHTH ST. SANTA ANA, CALIFORNIA, 82702 FILE No. F01.72 Permit No. 06067 Enclosed is your completed copy of a permit and approved plan for the construction of two storm drain entries in district's Santa Ana - Delhi Channel southerly of Mesa Avenue. RDB /dmt Encl. Very truly yours, C i2 Nielson Senior Civil Engineer RECEIVED APR 4 2 iB�L %,- b' .y ORIGINAL- PERMITCEE ORANGE COUNTY FLOOD CONTROL DISTRICT PERMIT 1. PERMR DATA PERMIT NUMBER PERMITTEE: City of Newport Beach 06067 3300 West Newport Boulevard EFFECTIVE DATE Newport Beach, California APR 21 1967 DISTRICT PROJECT: Santa Ana Delhi Channel EXPIRATION DATE R/W CLASSIFICATION: "All & 110 None 2. PERMITTED USE The Orange County Flood Control District hereby grants permission to permittee to do the following, subject to provisions on reverse hereof: To construct and maintain two storm drain entries in district's Santa Ana Delhi Channel at approximate Engineer Stations 24+92 and 31+30 as shown on attached plans. 3. PERMITTEE'S ACCEPTANCE Permittee accepts permit and agrees to comply with and be bound by the terms thereof. �40/4- / PERMITTEE 4. REVIEW BY COUNTY COUNSEL Approved as to form: ASSISTANT S. APPROVAL OF PERMIT A. Approved by Board of Supervisors of Orange County Flood Control District by order made and entered AttW CLERIC DATE CHAIRMAN, BOARD OF SUPERVISORS B. Approved by Chief Engineer pursuant to authority delegated by Board of Supervisors by Resolution No- F64 -55 adopted June 23, 1964 �J APR 21 1967 ��J< DATE Cs.. CHIEF ENGINEER Sao STANDARD PROVISIONS Permittee agrees to save district, its officers, agents or employees, harmless from any and all penalties, liabilities or loss resulting from claims or court actions, arising directly or indirectly put pf,any damage or injury to persons or property by reason of the acts or omissions of the permittee, his agents, employees or independent contractors employed by him, in exercising any of the privileges herein granted or in consequence thereof. I Should any damage or injury to the district's works occur, either through the acts of agents, servants or employees of permittee or by any independent contractor of permittee in the exercise of the rights herein granted, permittee shall immedi- ately, upon the written demand of district, restore such works to the condition of same on the date of the occurrence of said damage or injury at permittee's cost or expense. The question as to whether or not any such damage or injury has been caused to the works shall be determined by the Chief Engineer and his determination shall be final. 3. District reserves the right unto itself to perform any flood control work, upon any portion or all of the area covered by this permit, or to do any other work necessary at any time. Such work may be performed without incurring any liability of any nature whatsoever to the permittee. It is further understood and agreed that district reserves unto itself the rights of ingress and egress over all or any portion of the subject area. 4. Neither this permit nor any of the rights herein granted shall be assigned with- out the prior written approval of district. SPECIAL PROVISIONS (See Attached Schedule) l.. ORANGE COUNTY FLOOD CONTROL MTMff SPECIAL PROVISIONS 060fi7 Permit Na. A. Permittee agrees to provide the contractor or construction foreman on the job site a copy of the permit and a complete set of plans stamped with flood control district approval. Permittee shall construct the permitted works in accordance with the approved plans. All work shall be performed to the satisfaction of district's inspector. B. By acceptance of this permit, permittee agrees that the storm drain entries to be constructed within the district's right of way shall become the property of the district, however permit - tee shall be responsible for the maintenance and operation of the tributary drainage systems. C. The granting of this permit is not an approval by the district of the hydraulic adequacy or the method of providing for the drainage of the area. Permittee agrees to assume all respon- sibility for any work or action that may be required in the future to maintain, improve, correct or modify the tributary storm drain systems. D. Permittee's contractor shall be responsible for providing for the free flow of storm runoff in the district's channel during construction of the entries and permittee agrees to assume all liability for any damage that may be caused by contractor's failure to provide for the free flow of storm runoff in the district's channel. E. At least 24 hours prior to the commencement of any work con- templated by this permit, permittee shall notify district's inspector by telephone at 534 -0336 or by writing, addressed to 13872 East Garden Grove Boulevard, Orange, California. F. All excavations shall be backfilled and compacted to a relative density of at least 90% of the maximum density as specified in California Test Method No. 216. Reconstruction of the existing channel slopes and invert may be necessary for the installation of the proposed work. Any necessary reconstruc- tion shall be performed as directed by and to the satisfaction of the district's inspector. G. This permit shall become void in the event the use permitted is abandoned for a period exceeding one year. I ❑ Preliminary tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT C —rd3 Material Testing Section Control tsts on o materalseactua❑y RELATIVE COMP entering into works. • I t ct item !I .STrAl k. ct, use can ra f ll�+ PROJECT ` a t'- "`' <AGENCY Ciiv �+ �CGde4l1s1 �' RESIDENT ENr, NEER '(I NSPEC TOR) CONTRACT SEND REPO�3, TO: CONSTRUCTION ❑ AGEN MAINTENANCE SUBD. ❑ F LOCATION fZnGCty 1* %} 'e. ® LT OF (� STA REPRESENTING LIMITS TYPE MATE AL�. %•S `` ``rada DEPTH TO _%�t BELOW FIN DATE �J �1 GI % TESTED BY: IN PLACE DENSITY A INITIAL WT. TEST SAND p B WT. SAND RETAINED J 0 E.p C WT. SAND USED 0 D TEST SAND DENSITY N E VOLUME SAND USED ,z F VOLUME CONE + RING ° (D GI VOLUME TEST HOLE -17/9 H WT. EXC. SAMPLE + TARE 2'7 , '1 TARE WEIGHT 0 J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE L DRY DENSITY IN PLACE - -- METHC%Q:A MOI STURE::41tMPLE p-'i4.b LA6� WET WT. MOLD NO. 1 , DRY T. '•{8 4 %n MOIST. M N SP. GR. ROCK. WET WT:: CK. P DRY WT,,CK_:: p - WET WT, _ DRY WT. — a Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R • MAXIMUM - DENSITY RATHOLE DATA MOLD NO. 1 , 2 ,A. '•{8 4 O INITIAL WT. SPECIMEN CP 2- P WET WT. AT COMPACTION p - Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD vC/i S HT. COMPACTED SPECIMEN f _SG f WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C D UNIT CONE +UNIT G =E — F K = J A G CONE '.1667 1 — L= K= (100% +N) Q= O= (100 % +N) SM. RING .0143 .1810 R = (P-Q) _ Q V = FACTOR x Q + S LG. RING .1969 REMARKS: Test Method Calif. 216 -F • i liw ITS ❑ �G7 GRADE METHOD A ❑ B ET SUMMARY RECORD WHOLE NUMBERS IN OPT.. PLACE DENSITY fv MOISTURE RC = `17 TENT. RC = % SPECIFICATION: NL^ %. ❑ BILLING WIJL 8Z MADE AT END OF MONTH T -Iqp.. A TrIMAMMM1,1OI WEER RESIDENT ENGINEER (CITY ENGR) RELATIVE COMPACTION r . r ❑ Preliminary tests prior to award at contract. COUNTY OF ORANGE ROAD DEPARTMENT INITIAL WT. TEST SAND Materiel Testing Section TEST NO. C— 19804- B WT. SAND RETAINED FIELD NO. 2 ' mantra) tests an RELATIVE COMPACTION NT, NO. OR (W'O. OR P.O.OR pHFP) materials actually TEST SAND DENSITY ey/Z entering into works., VOLUME SAND USED WET WT. ROCK F it tract, use contract item DATE RE�TD . G PROJECT = =- D - -. AGENCY C < /V F/.I' RESIDENT" ENGINEER (INSPECTOR) CONTRACTOR. 5+R / Ff / 7'*' SEND REPORT T,O:�� ❑ AGENCY -_ MAINTENANCE -❑- SUBD. ❑ PERMITS ❑ �CONSTRUCTION LOCATION .�a:.�e- &WT /.O Or RT LT- OF CL STA G REPRESENTING LIMITS - - - — -- — — { TYPE MATERIAL 0y, S - e! DEPTH 1? �♦ TO O �" BELOW FINISHED GRADE DATE TESTED BY: L IN PLACE DENSITY Al INITIAL WT. TEST SAND LAS B WT. SAND RETAINED 12- C WT. SAND USED ,29, ,}O D TEST SAND DENSITY °N E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING Q DRY WT. COMP. SPEC. G VOLUME TEST HOLE DRY WT. — 3' H WT. EXC. SAMPLE + TARE I TARE WEIGHT CORR.MAX.DENSITY T WET WT. EXC. SAMPLE G(. C K WET DENSITY IN PLACE S HT. COMPACTED SPECIMEN L DRY DENSITY IN PLACE 10.7 ? JMETHOD A MOt3TURE SAMPLE MAXIMUM DENSITY RATHOLE;DATA '"- JELD LAS WET WT. 2 I/A. 3 Y4 DRY WT. 01 INITIAL WT. SPECIMEN }, 4LP 0 % MOIST. I M °N SP. GR. ROCK WET WT. ROCK DRY WT. ROCK Q DRY WT. COMP. SPEC. WETWT. — i DRY WT. — 3' TOTAL DRY. WT. % ROCK' CORR.MAX.DENSITY CON DiTION OF MOLD . MAXIMUM DENSITY RATHOLE;DATA MOLD NO. 1 2 I/A. 3 Y4 4 01 INITIAL WT. SPECIMEN }, 4LP 0 0L71 P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R %MOISTURE 4 Z-0 CON DiTION OF MOLD ca G(. C G( .,a S HT. COMPACTED SPECIMEN /D, 11.07 10.7 ? T DENSITY 1 , ¢ _WET V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E=C— 0 UNIT CONE +UNIT G =E — F K =G CONE .1667 — L= K_(100e +N) Q =O +(100 % +N) SM. RING .0143 i .1810 R = (P —Q) _ Q V = FACTOR _x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) F3011 -83 ❑ BILLING i B� 140 y METHOD A ❑ B ©� SUMMARY RECORD WHOLE NUMBERS IN PLACE I OPT, DENSITY 1 3 p MOISTURE RC = TENT. RC = % SPECIFICATION: NL_ %, AT END OF MONTH BY MATER GIp RELATIVE COMPACTION I ❑ Preliminary tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT ^� r Material Testing Section Rr Con ri"teoopiallyy `LATIVE COMPACTION mot entering intoworks. f,+ N,S. • y �: If contract, USe 011 Ct[a item . t PROJECT f'LL, -,t 'rI ;.11�Sµ.oet•ivl` % - C' :'?,. RESIDENT ENGII�I[ R (fNSPE�TORI ) " SEND REPORT 70: CONSTRUCTION E3 A1.1GEI LOCATIQ ( ' REPR O LiJ I $ - TYPE MATE IA fu'] N.S. S ki wdP D DATE " I � TESTED BY: IN PLACE DENSITY A INITIAL WT. TEST SAND B WT. SAND RETAINED p C WT. SAND USED 2 ,¢ D TEST SAND DENSITY .90 E VOLUME SAND USED P F VOLUME CONE + RING DRY WT. G VOLUME TEST HOLE Q H WT. EXC. SAMPLE + TARE a 1 TARE WEIGHT -6.130 J WET WT. EXC. SAMPLE ..� O ;t K WET DENSITY IN PLACE L DRY DENSITY IN PLACE TEST NO. C— ' ;!�6 Io FIELD NO �+ CON T. NO. OR Cr IW.O. OR P.O. OR AHFP) i ].Q h DATE REPTD. A MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ Rr LT OF CL STA 4- TO l9 RELOW FINISHED GRADE i :HOD A MO IS AMPLE ., MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 1 DRY WT. 3 %MOIST. M N SP. GR. ROCK Zd qv WET WT. ROCK - DRY WT. ROCK, P WET a. DRY WT. TOTAL DRY WT.� Q % ROCK CORR.MAX.DENSITY 1. . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN Zd qv P WET WT. AT COMPACTION G Q DRY WT. COMP. SPEC. R % MOISTURE 'r O CONDITION OF MOLD m 7 S HT. COMPACTED SPECIMEN T WET DENS] TY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q VOLUMES, C.F. C= A— B E= C+ D UNIT CONE +UNIT G =E - F K =J =G CONE .1667 - L 0 - (100% + N) SM. RING .0143 .1810 R = (P -Q) . Q V = FACTOR x Q+ S LG. RING .0302. 1 .1969 REMARKS: Test Method Calif. 216 -17 LJ 1 al METHOD A ❑ B 14 SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE oENSITr` (2? /37 MOISTURE RC = C% % TENT. RC = %a SPECIFICATION: NL %, ❑ BILLING WIU^BE WDF.AT END OF MONTH BY A TE RESIDENT ENGINEER (CITY ENGR) a3 RELATIVE. COMPACTION i RFCFIVED AU. 0 ' 1967 PUBLIC Wdf t DEPT i i § t ❑ Preliminary tests prior to sword of contract. COUNTY OF ORANGE ROAD DEPARTMENT INITIAL WT. TEST SAND G B WT, SAND RETAINED 3 C WT. SAND USED Material Testing Section TEST NO. C— TEST SAND DENSITY N E VOLUME SAND USED WET WT. ROCK Control tests al RELATIVE COMPACTION " p- ° G VOLUME TEST HOLE .. WT. EXC. SAMPLE + TARE entering to works. entering into works. _ DATE REpTD CORR.MAX. DENS) TY • If contract; contract item K PROJECT,! /0 AGENCY C / / 4( R DRY DENSITY IN PLACE RESIDENT ENGINEER (INSPECT OR) ^ CONTRACTOR e-/2I S AGEN SEND REPORT TO: CONSTRUCTION ❑ Gursia MAINTENANCE CY ❑ SUBD. E) PERMITS ❑ LOCATION LEiv tJA /�.� _ LT OF CL STA 2--s— REPRESENTING LIMITS q(� TYPE MATERIAL .- S. DEPTH 12" TO � a BELOW FINISHED GRADE DATE — TESTED BY: CONY. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. IN PLACE DENSITY A INITIAL WT. TEST SAND G B WT, SAND RETAINED 3 C WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSITY N E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING 11910 G VOLUME TEST HOLE DRY WT. - a H WT. EXC. SAMPLE + TARE 271 I TARE WEIGHT CORR.MAX. DENS) TY J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAS WET WT. 2hA, 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. IMI I N SP. GR. ROCK P WET WT. ROCK a n DRY WT. ROCK WET WT. - Q DRY WT. - a TOTAL DRY WT. % ROCK R CORR.MAX. DENS) TY • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 19,4-1 2hA, 3 4 01 INITIAL WT. SPECIMEN Cj 0 O ? P WET WT. AT COMPACTION a n Q DRY WT. COMP. SPEC. R %MOISTURE CONDITION OF MOLD I,lit,c{Q S HT. COMPACTED SPECIMEN f D T WET DENSITY q(� V DRY DENSITY CONY. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D I UNIT CONE +UNIT G= E- F K= J+ G CONE .1667 - L =K= (100 % +N) Q =O= (100 % +N) SM. RING .0743 .1810 1 R = (P -Q) _ Q V = FACTOR x Q _ S LG. RING .09D2 1 .1969 REMARKS: Test Method Calif. 216 -F • ow 1 9• LAI METHOD A ❑ B Q SUMMARY RECORD WHOLE NUMBERS IN OPT.. PLACE DENSITY a MOISTURE u^' P RC = % TENT. RC = X5.7 % SPECIFICATION: NL_%. ❑ BILLING WI,LrL BS MADE AT END OF MONTH BY A GIN££R RESIDENT ENGINEER (CITY ENGR.) RELATIVE COMPACTION (,ION (3011.63 ❑Preliminary tests prior to award of contract. d� �COatrol tests on materials actually .F. entering into works. COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section RELATIVE COMPA” use PROJECT �O-1S 3 C- RESIDENT ENGrINEER (INSPECTOR)_ SEND REPORT TO: CONSTRUCTION ❑ AGE LOCATION PLC -G 1EArr- / A REPRESENTING LIMITS TYPE MATERIAL N's DEPTH DATE 1"2. —47 TESTED BY: IN PLACE DENSITY A INITIAL WT. TEST SAND O B WT. SAND RETAINED 1 C WT. SAND USED 24 j O D TEST SAND DENSITY 2 VIDO E VOLUME SAND USED 2 ) F VOLUME CONE + RING el 0 G VOLUME TEST HOLE / H WT. EXC. SAMPLE + TARE I TARE WEIGHT 3 f7 I J WET WT. EXC. SAMPLE / 0 K WET DENSITY IN PLACE L DRY DENSITY IN PLACE TEST NO. C- & 6 .z FIELD NO. a—) m /� Z CONT. NO. OR IW O OR P O OR AH`FPI DATE REPTO. F— J -47 fttract item -NCY CO TRACTOR '•, MAINTENANCE SUED. El - �tMITS ❑ RT LT OF Ct.,..S`A METHOD A MOtSFURE SAMPLE b. LD LAB WET WT. MOLD NO. 1 DRY WT. 3 4 % MOIST, M 2 VIDO SP. GR. ROCK WET. WT. ROCK PI DRY WT. ROCK Z WET WT. - 'a DRY WT. - 3 Q TOTAL DRY WT:.'', % ROCK CORR.MAX.DENSITY R • MAXIMUM DENSITY.RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN 2 VIDO PI WET WT. AT COMPACTION Z Q DRY WT. COMP. SPEC. R % MOISTURE ;L O CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C D UNIT CONE +UNIT G =E -F K = J -r G CONE .1667 - i L = K + (7Op% +N) Q = 0 _ (100 %+ N) SM. RING .0143 .1810 R = (P -Q) _ Q V = FACTOR x Q _ 5 LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • I 11. 1140 y LOW FINISHED GRADE METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 2 MOISTURE RC = 9 3 % TENT. RC = % SPECIFICATION: NL-%2:%. ❑ BILLING WILL, BE MADE AT END OF MONTH \ BY %I jQj ,4 1AIv JAJ %J1 A VW-----0AYr9RTXLS . ENOIN E ' RESIDENT ENGINEER (CITY ENGIQ . F3U „ -03. RELATIVE COMPACTION I - G GRIFFITWfOMPANY G "11045 1 la Daily Extra Work Report . . l � s De+ttipfion of Work /{ P/,3A(.Y/inFS. f' L rl; i 11 R. i �I / f bi7Tft7ivwl �! �O i�C. bA"�FiP d.`Ordero4M .. LABOR tZe. Nee SUB TOTAL - COMP. INS. 6 P.R. TAX . - WELFARE PLUS % TOTAL LABOR EQUIPMENT 0 TOTAL EQUIPMENT MATERIAL & SUPPLIES alp `?" /I ' Ne. It N fl Amwnl TOTAL MATERIAL TOTALS PLUS % GRAND TOTAL 1 I the c1rtify tha // / /'pq/b�o/1 rppbrt Io be mrt d. Imo/ ra /w./LM.• r_. l {' J:% V .^f/� FOR GRIFFITH COMPANY ` THIS REPORT MUST BE SIGNED BY BOTH PARTIES RORM +t MMIiY +OM a -ea U, CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT C.C.O. No z ZQ" Amount Authorized $ apart No - DAILY EXTRA WORK REPORT Previous Expenditure $ afe Work PerFormed � /fi '1-7 Today $ Date of Report To Date ; Project Name Contract No. lZIT Description of Work Er /nDUr FxeF/ f.3 15 / r: G i oi! Fee T /GaV 'HOURLY RATE SMALL INCLUDE ACTUAL WAGES PAID PLUG PAYMENTS REQUIRED UNDER STATE AND FEDERAL LAWS AND COLLECTIVE BARGAINING AGREEMENTS EQUIPMENT Total Cost of Equipment MATERIALS and /or WORK DONE BY OTHER THAN CONTRACTOR'S FORCES TOTAL Cost of Materials The above reco is complete and eorreef CONTR�G S RPIIEEExTATIVE NI , U ti'I Sub -Total '15% (Sec. 9 -03 Std. Specs.) Total this report INSPECTOR \J White to Inspector Yellow to Public Works Department Pink to Contractor For office use only Pd. on Est. No Checked by n.P CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT `eg /d.�' 3 C — 2— Amount Authorized j sport No- ��. DAILY EXT . WO PORT Previous Expenditure $ eie Work Performed 7— 3/ d..:_. Today j Date of Report To Date $ Project Name L ! �jE ?k U t/ l/� lam" i 1? ° • ; l� r C Contract No. /0 If - HOURLY RATE SHALL INCLUDE ACTUAL WAGES PAID PLUS PAYMENTS REQUIRED UNDER STATE AND FEDERAL LAWS AND COLLECTIVR BARGAINING AGREEMENTS EQUIPMENT Total Cost of Equipment MATERIALS and /or WORK DONE BY OTHER THAN CONTRACTOR'S FORCES TOTAL Cost of Materials The above re4rd is complete Ad correct ' vl CONTR TORJS RP{1ESENTATIVE � Y� 1 Sub -Total •15% (Sec. 9 -03 Std. Specs.) Total this report 1W rk. ,,/ INSPECTOR White to Inspector Yellow to Public Works Department Pink to Contractor R ror office use Pd. on Est. Nc Checked bv_ ,l GRIFFITffOMPANY I No. 4 // Job No. Location pt R 1 Dofe LAW R I • I No. H:r Raro Amount it SUB TOTAL COMP. INS. IL P.R. TAX WELFARE PLUS % TOTAL LABOR EQUIPMENT 7 , TOTAL EQUIPMENT - MATERIAL S, SUPPLIES - - TOTAL MATERIAL TOTALS - - PLUS % GRAND TOTAL I her rtify Ihe.a a rep fob c rect. A FOR GRIFFITH COMPANY " / _[•Af�' _ — FOR THIS REPORT MUST BE SIGNED PARTIES FORM 14 MAIMAY IOM 6 -66 FORM X16 -S SM 1.66 BARLEY INVOICE tr l E 40 GRIFFITH COMPAN R E B F I V CONTRACTORS 611 SOUTH SHATTO PLACE A�^ O ��c� LOS ANGELES S. CALIFORNIA �,i {1 DUNKIRK 7 -9241 7/31/67 4707 4 -266 PUBLIC WWKz� utPT.- City of Newport Beach 3300 Newport Blvd. Newport Beach, California Atten; D. Robinson Job Location - Production & Placentia Remove A/C Haul to Dump Foreman Grade Pickup -� Truck -dump (9 -10 ,PY) Backhoe, Case 141 P/R Taxes & Ins. 23% on Labor $6.82 Profit 15% DATE July 31, 1967 - -ta YOUR ORDER NO. CCO OUR ORDER NO. 29416 NET CASH NOT SUBJECT 1 11 hr. hr. $ 6.82 1.75 $ 6.82 2.63 2 11 hr. hr. 10.83 14.50 21.66 21.75 1.57 .3 i ' COMPANY GRIFFITH ' 611 SOUTH SHATTO PLACE - LOS ANGELES. CALIF. 90005 July 31, 1967 - -ta CCO #2 I City of Newport Beach 29416 3300 Newport Blvd. Newport Beach, California Atten: D. Robinson Job Location - Production & Placentia j 7/31/67 Remove A/C Haul to Dump Foreman Grade 1 hr. $ 6.62 $ 6.82 Pickup lz hr. 1.75 2.63 21.66 Truck -dump (9 -10 CY) 2 hr. 10.$3 Backhoe, Case 14' 1� hr. 14.50 21.75 P/R Taxes & Ins. 23% on 1.57 Labor $6.82 8.16 Profit 15% a 4707 �+ -266 GRIFFITH COMPANY I Ji 611 SOUTH SHATTO PLACE CLOS ANGELES, CALIF. 90005 I July 31, 1967 - -ta CCO #2 City of Newport Beach:`.` 29416 3300 Newport Blvd. Newport Beach, California Atten: D. Robinson i Job Location - Production & Placentia 7/31/67 Remove A/C Haul to Dump Foreman Grade 1 hr. $ 6.82 $ 2. 6.82 63 Pickup Truck -dump (9 -10 CY) lj hr, 2 hr. 1.75 14.50 21.66 Backhoe, Case 14 lj hr. 21.75 j P/R Taxes & Ina. 23% on 1• Labor $6.82 �$�16 Profit 15% . — e ..2.59 4707 i4 -266 ❑Preliminary tests prior to award of Contract. Control tests on materials actually entering info works. it COUNTY OF ORANGE ROAD DEPARTMENT ` maienal TEST NO. C— FIELD NO. /vG/ CONT. Ho. OR lar.O. OR P.O. OR A HF\P '00o'-'t' �PGTCST ) DATE PTD. - -7-467 PROJECT i -° - AGENCY RESIDENT ENGINEER (LNSPECTOR) '(oep y v:.. CONTRACTOR SEND REPORT TO: CONSTRUCTION ❑ AGENCYE L7 MAINTENANCE ❑ SUBD. ❑' .PERMITS ❑ LOCATION "- e^'"��' 95 it/�r.cc _RT LT OF-rk_ -STA 6 4-0 REPRESENTING LIMITS TYPE MATERIAL /+ DATE IN PLACE DENSITY Al INITIAL WT. TEST SAND MOLD NO. B WT. SAND RETAINED 3 C WT. SAND USED - D TEST SAND DENSITY E VOLUME SAND USED WET WT. AT COMPACTION F VOLUME CONE + RING G VOLUME TEST HOLE DRY WT. COMP. SPEC. H WT. EX C. SAMPLE + TARE I TARE WEIGHT % MOISTURE J WET WT. EXC. SAMPLE s K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE . MAXIMUM DENSITY RATHOLE DATA ' MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION ' Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN ' T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G. =E - F K =1 +G CON E 1667 - L = K - (1 00% + N) Q = 0 _ (100% + N) SM. RING .0143 .1810 R = (P -Q) + Q V = FACTOR x Q - S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR) /3011-83 METHOD A [i3 ❑ SUMMARY - RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY • /�O. /QU MOISTURE RC = TENT. RC = % SPECIFICATION: NL ❑ BILLING WILL BE MADE AT END OF MONTH M MATERIALS RELATIVE COMPACTION NEER Preliminary tests prior COUNTY OF ORANGE award at contract. ROAD DEPARTMENT C _ 10 a, Material Testing Section TEST NO. C- _ FIELD NO. CONT NO OR .0teria tests on RELATIVE C N Iw.O. OR P.O. OR AHFP'. materials actually ='� _/ f[ entering Into works. .'DA DATE REPTD. If contract, use contract item PROJECT AGENCY 1- C /.v E b✓ Pa RESIDENT ENGINEER (INSPECTOR) RO 8/,v ic a'y CONTRACT04 r. A/ F F SEMO REPORT TO: CONSTRUCTION ❑ a °ceiilcov O'' MAINTENANCE ❑ SOBD: ❑A LOCATION 01-,4z HA/T /A /O' W/F if RT LT OF CL STA REPRESENTING LIMITS ITS ❑ TYPE MATERIAL A-,&. SM- o 1?AN6fDEPTH 3,t TO ~ LOW FINISHED GRADE DATE 9-3 — 6 7 TESTED BY: <ty171?v IN PLACE DENSITY Al INITIAL WT. TEST SAND LAB B WT. SAND RETAINED 1 C WT. SAND USED Y +, 7.5— D TEST SAND DENSITY N E VOLUME SAND USED F VOLUME CONE + RING p G VOLUME TEST HOLE r o S5 H WT. EXC. SAMPLE + TARE ,1 , /5- I TARE WEIGHT 2. O J WET WT. EXC. SAMPLE -" K WET DENSITY IN PLACE CORR.MAX.DENSITY L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE FIELD LAB WET WT. oqp 1 DRY WT. 3 4 %a MOIST. IMI (j�"j N SP. GR. ROCK WET WT. ROCK WET WT. AT COMPACTION p DRY WT. ROCK c �� WET WT. - 2 Q DRY WT. COMP. SPEC. DRY WT. - - G TOTAL DRY WT. R % MOISTURE % ROCK {� CORR.MAX.DENSITY CONDITION OF MOLD • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 0 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD 5 HT. COMPACTED SPECIMEN T DENSITY VI _WET DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G =E - F K = J +G CONE .1667 - L = K + (1 00,. +N) Q = 0 + (100`Y + N) SM. RING .0143 .1810 R = (P -Q) Q V = FACTOR x Q+ S LG. RING .0302 1 .1969 REMARKS: Test Method Calif. 216 -F r1 U RESIDENT ENGINEER (CITY ENGR.) F3011 -83 C "m. 1140 i B- METHOD A ® B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /3 MOISTURE TENT. RC = % SPECIFICATION: NL % RELATIVE COMPACTION 0 Preliminary tests prior -: award o} contract. I�Ontrol tests on_: �u1 materials act,."' entering into works. COUNTY OF ORANGE ROAD DEPARTMENT Material Testing. Section TEST NO. C— FIELD NO. RELATIVE COMPACTION COOT NO OR CON OR P.O. OR AHFPI DATE REPTD: 7 l¢ T A f If contract, use contract item PROJECT /D f 3 C "` Y �/ N. cY. RESIDENT ENGINEER (INSPECTOR) i- L CONTRACTOR `'i2 /fF /7H SEND REPORT TO: CONSTRUCTION ❑ OUTSID ' 11TIll - MAINTENANCE ❑ SUBD, ❑ PERMITS ❑ LOCATiOti P �4GEN T/A W�E�f F. RT LT OF CL STA a y- OC REPRESENTING,' ka1 M I TS TYPE MATERIAL A.B. S.M 6Ade/EDEPTH ft � TO 9�t BELOW FINISHED GRADE G DATE A' -3 - G 7. TESTED BY: S !`'f L Y°N IN PLACE DENSITY A INITIAL WT. TEST SAND a B WT. SAND RETAINED Z41, Z G WT. SAND USED p. D TEST SAND DENSITY / E VOLUME SAND USED SP. GR. ROCK F VOLUME CONE + RING WET WT. ROCK G VOLUME TEST HOLE 'd H WT. EXC. SAMPLE + TARE 2c% m e I TARE WEIGHT J WET WT. EXC. SAMPLE e. - K WET DENSITY IN PLACE L DRY DENSITY !N PLACE 13a� MO` ptgTHOD A _ pE SAMPLE "WELD I LAB WET WT. oG MOLD NO. 1 DRY WT. SG 4 01 MOIST. M 3 N SP. GR. ROCK P WET WT. AT COMPACTION WET WT. ROCK DRY WT. ROCK c DRY WT. COMP. SPEC. WET WT. - e DRY WT. - a� TOTAL DRY WT. % ROCK CORR.MAX.DENSITY S HT. COMPACTED SPECIMEN • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C= D UNIT CONE +UNIT G =E - F K=!-* G CONE .1667 ' - L= K�(IDo. +N) Q =O= (100 %, +N) SM. RING .0143 .1810 R = (P -Q) = Q V = FACTOR x Q= S LIS. RING .0302 .1969 REMARKS: Test Method Colif. 216 -F is RESIDENT ENGINEER (CITY ENGR.) METHOD A 4 B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT:'" PLACE DENSITY MOISTURE CJ— RIC = % % TENT. RC = % SPECIFICATION: NL`% ❑ BILLING WILL M E.AT END OF MONTH BY " TERIAL EER' RELATIVE UMPACTIO:N t.i it G is PRELIMINARY TESTS PRIOR COUNTY OF ORANGE TO AWARD OF CONTRA ROAD DEPT. O POTENTIAL SOURCE SA Materiel Testing Section AFTER AWARD OF CON . C }EST NO. T - _ 67- R�ljOB CONTROL TESTS ON MATERIALS ACTUALLY ENTERING INTO WORKS 'o SPECIAL TESTS ROAD NO. RESIDENT ENGINEER '(INSPECTOR) 14:9,1 REPORT OF TESTS ON PROJECT NAME CONTRACTOR FIELD NO �'•Jn CONT. No. oe �� I W.O. or P.D. Nu. or ANPPI ' FED. NO. DATE REPTD. SEND REPORT TO: a� CONSTRUCTION OGENICYY MAINTENANCE SUB'D PERMITS ENC / /'/ /�S+ dnG T L'oc� uMPI P nc _. DFPru LIMITS OF SAMPLE LOCA. OF SOURCE FOR USE IN GRADING ANALYSIS TEST SPECIMEN A B C D E SIEVE AS USED XCOMPACTOR SPECIF. LIMITS SOUGHT AIR PRESSURE P.S.I. MOISTURE AT COMPACTION G� j DRY DENSITY OF BRIG.. # %rU. FT. EI/T STABILOMETER VALUE -n- 83 BAC Z EXUDATION PRESS. P.S.I. Q yy79 JBC, 790 11/2 vQ GG THICK. INDICATED BY STAB. INCHES THICK. INDICATED BY E.F. PRESS. IN. Q SP. GR. OVEN DRY S.S.D. APP. SUBBASE I/1 FINE BASE % COARSE SURFACE ALI ZS L. L. I P. L. P. L COHESION VALVE B TRAFFIC INDEX 16 DURABILITY FINE COARSE SPEC, j D. PRESS 30 C - J Q�Z-� J j BY EXPAN. PRESS w w WET DRY AVG. SPEC. y AT EQUIL Eii'7 6PEC.7� 100 INDICATED MINIMUM THICK. COVER FOR ABOVE CONDITIONS. OF 200 2_afr SU IU LART- SPEC. MOISTURE CONTENT AS RECEIVED: % DENSITY IN PLACE OPTIMUM MOISTURE RELATIVE COMPACTION M)D CURVE NO. REMARKS: lk;f? IF RESIDENT ENGINEER (CITY ENGR.) F- 3011 -421 g'BILLING. AGGREGATE & SOIL AT F,ND OF MONTH GINEER ❑Preliminary tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT ? Materiel Testing Section TEST NO. C- % ,� - "'•s C �Q �',3 _ FIE:LD NO. RELATIVE COMPACTION: ' " °" Control tests on IW .O. OR P.O. OR AHFPI materials actually . ,f}[ 2, !� f� 0 entering into works. - - r 'f .. DATE r �. 7�� % G% - 9 If contract, 'ysq contract item —!7 PROJECT IO S,� C- ••'' CY f-" RESIDENT ENGINEER (INSPECTOR) . AIAo' Z CONTRACTOR G'r@I FF / �H T III SEND REPORT TO: CONSTRUCTION ❑ AGENCY C9' MAINTENA CE ❑ SUBD, ❑ PERMITS ❑ LOCATION -.4>L A e- En/ 7-44 /Df _ RT LT OF (, STA %9 '+f �-•�' REPRESENTING LIMITS TYPE MATERIAL DEPTH ri TO BELOW FINISHED GRADE DATE 7 - Z 1- -'& -2 - .TESTED BY %eY /tiE Al /2;;y IN PLACE DENSITY A INITIAL WT. TEST SANG LAB B WT. SAND RETAINED 05 C WT. SAND USED 4 D TEST SAND DENSITY N E VOLUME SAND USED IC F VOLUME CONE + RING G VOLUME TEST HOLE H WT. EXC. SAMPLE + TARE 710 1 TARE WEIGHT «1 J WET WT. EXC. SAMPLE a - K WET DENSITY IN PLACE L DRY DENSITY IN PLACE 1 113616, METHOD A MOISTURE SAMPLE FIELD LAB WET WT. MOLD NO. 1 DRY WT. g4 4 %•MOIST. M ,$' N SP. GR. ROCK WET WT. ROCK WET WT. AT COMPACTION DRY WT. ROCK - WET DRY WT. COMP. SPEC. 210 DRY WT. - «1 TOTAL DRY _ % MOISTURE 'L % ROCK CORR.MAX.DENSITY CONDITION OF MOLD 91 MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3. - 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E - F K =1 =G CONE .1667 - L = K - (100;0 +N) Q = 0 - (100% + N) SM. RING .0143 11810 R = (P -Q) _ Q V = FACTOR x Q _ S LIS. RING .0302 .1969 REMARKS: NI29 -F't -.,v/' <I-C- 1161 Test Method Calif: 216 -F RECEIVED (]BILLING 0 JUL 31 1961. I 9- 140 120 METHOD A ER' B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 137 i�✓S MOISTURE RC - /Oh % TENT. RC = % SPECIFICATION: NL_% MADE AT END OF MONTH PUBLIC WUMI:► DEPT, BY k ATE �A0E k ^ 1A I RESIDENT ENGINEER (CITY ENGR.) Fsot 1 as RELATIVE COMPACTION ❑Preliminary tests prior COUNTY OF ORANGE to award at contract. • ROAD DEPARTMENT Material Testing Section W VEST NO. C - A74C �c r FIELD NO CONT.NO.OR °I tests °l RELATIVE COMPACTION IW.O. OR P.O.OR AHFPI maferiala octuolly � � i/ Z entering into works. DATE REPTD. 7�,',�7� [� If contract, d4gontmet item PROJECT /to 83 e AA RESIDENT ENGINEER (INSPECTOR) S® 'SEND REPORT T64 - CONSTRUCTION ❑ OUTSIDE I Lii AGENCY 01TSID T LOCATION ,AL &4- EN `/A j'd, by REPRESENTING LIMITS r TYPE MATERIAL L d � DEPTH_ DATE 7-2-4 X 47 TESTED BY:__. IN PLACE DENSITY A INITIAL WT. TEST SAND FIELD.` B WT. SAND RETAINED WET WT. C WT. SAND USED , p D TEST SAND DENSITY E VOLUME SAND USED If I F VOLUME CONE + RING SP, GR. ROCK G VOLUME TEST HOLE / H WT. EXC. SAMPLE + TARE 2. rp, 1 TARE WEIGHT J WET WT, EXC. SAMPLE WET WT. - ; K WET DENSITY IN PLACE L DRY DENSITY IN PLACE ?j , 3 ❑ SUBD. 01-i- PERMITS ❑ RT LT OF STAS'f'1 -- r TO % BELOW FINISHED GRADE NE it AV V METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD.` LAB WET WT. 9 3 4 DRY WT. I 8 % MOIST. IMI , / N WET WT. AT COMPACTION SP, GR. ROCK WET WT. ROCK DRY WT. COMP. SPEC. DRY WT. ROCK: R % MOISTURE WET WT. - ; DRY WT. - a CONDITION OF MOLD a 2 TOTAL DRY WT. a , Bz % ROCK CORR. MAX. DENSITY WET DENSITY • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S' HT, COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G= E- F K= J+ G CONE .1667 - L= K +(100a +N) Q= 0:(100 % +N) SM.RING .0143 .1810 R = (P -Q) + Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 276•F \J ❑ BILLING BY RESIDENT ENGINEER (CITY ENGR) RELATIVE COMPACTION" 1 B� METHOD A B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 3 /35 MOISTURE RC = Z-0-42-- % TENT. RC = % SPECIFICATION: NL_% MADE AT END OF MONTH ❑Preliminary tests prior to award of contract. Control tests on materials actually entering into works. • PROJECT RESIDENT ENGINEER (INSPECTOR SEND REPORT TO: CONSTRUCT LOCATION /'L A C..E /V 7- REPRESENTING LIMITS TYPE MATERIAL 4,411', _4� DATE 7 — Z G - G IN PLACE DENSITY Al INITIAL WT. TEST SAND FIELD B WT. SAND RETAINED 7. O C WT. SAND USED 2 10 D TEST SAND DENSITY t7 E VOLUME SAND USED I M F VOLUME CONE + RING SP. GR. ROCK G I VOLUME TEST HOLE WET WT. ROCK H WT. EXC. SAMPLE +TARE S' L I TARE WEIGHT WET J WET ­­WT. SAMPLE DRY WT. - - K WET DENSITY IN PLACE -TOTAL DRY WT. L DRY DENSITY IN PLACE ./ COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section El OUTSIDE AGENCY / CONTRACTOR INTENANCE ❑ SUBD. ❑ PERMITS ❑ RT LT OF r{„ STA I' f 7 O / DEPTH S '—T TESTED BY: S M /T/9/ METHOD A MOISTURE SAMPLE ❑ MAXIMUM DENSITY RATHOLE DATA FIELD RECORD WHOLE NUMBERS LAB WET WT. 00 3 4 DRY WT. INITIAL WT. SPECIMEN MOISTURE % MOIST. I M N WET WT. AT COMPACTION SP. GR. ROCK ^ %. WET WT. ROCK Q DRY WT. COMP. SPEC. DRY WT. ROCK WET R % MOISTURE DRY WT. - - -TOTAL DRY WT. / 17 .9 13 % ROCK CORR.MAX.DENSITY S HT. COMPACTED SPECIMEN REMARKS: Test Method Calif. 216 -F • ❑ BILLING 140 ELOW FINISHED GRADE N V METHOD A 109- B ❑ MAXIMUM DENSITY RATHOLE DATA RECORD WHOLE NUMBERS MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN MOISTURE RC= L_0O % P WET WT. AT COMPACTION SPECIFICATION: NL ^ %. Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G =E - F K =J +G CONE .1667 - L =K +(100. +N) Q =O= (100 % +N) SM. RING .0143 .1810 R = (P -Q) _ Q V = FACTOR x Q- S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • ❑ BILLING 140 ELOW FINISHED GRADE N V METHOD A 109- B ❑ SUMMARY RECORD WHOLE NUMBERS IN PLACE OPT. 1-37 13 5 DENSITY MOISTURE RC= L_0O % TENT. RC = % SPECIFICATION: NL ^ %. MADE AT END OF MONTH BY MA 65.NC.,IjJJf ER RESIDENT ENGINEER (CITY ENGR.) vsa„ -es RELATIVE COM.PACTIQN:;:. - .. • DATE SAMPLED ....7 _Z4 -6 7 BY R. R /d r T r, It TITLE E F_ j RECEIVED 7-Z 6 -6-7 FOR USE IN O PRELIMINARY TESTS PRIOR COUNTY OF ORANGE TEST SPECIMEN TO AWARD OF CONTR SOURCE ROAD DEPT. Material Testing Section B C OPOTENTIAL SA AFTER AWARD OF CONT CT E TEST NO. (J�� /qOz �p CONTROL TESTS ON 'd REPORT OF TESTS ON - AS USED FIELD NO. ' CUNT. No. MATERIALS ACTUALLY IR'.O. or P.O. N,. or ANFP) g241< • V ENTERING INTO WORKS O'A FED. NO. SPECIAL TESTS �� S .rt 7— DATE REPTD. Z7=C 7 y IF CONTRACT ,C S ITEM I'A (�•` -Jf ROAD NO. O83 )CONTRACT PROJECT NAME placeprt /a Cif /1 New Q:,'t CegL RESIDENT ENGINEER '(INSPECTORI e b i n SO4 CONTRACTOR 1(1, y r / l� SEND PORT TO: 1CONSTRUCTIONN OGENIDE ® MAINTENANCE a SUB'D U PERMITS ENCY: /• evyhar'�' ^Vlfl_i :-SAMPLE OF �r -T DEPTH 3 -I it LIMITS OF SAMPLE STABILO,METER VALUE "p" LOCH. OF SOURCE yB Pf e e- • DATE SAMPLED ....7 _Z4 -6 7 BY R. R /d r T r, It TITLE E F_ j RECEIVED 7-Z 6 -6-7 FOR USE IN F`'a � _- 1967 PUBLIC ►,� GEPT. RESIDENT ENGINEER (CITY ENGR.) F- 3011 -121 BILLING AGGREGATE # SOIL ATSD OF MONTH E LS fNtINEER GRADING ANALYSIS TEST SPECIMEN A B C D E SIEVE AS USED SPECIF. LIMITS SOUGHT COMPACTOR AIR PRESSURE P. S.I. MOISTURE AT COMPACTION % j -DRY DENSITY OF BRIO.. #I r'U. FT. 21�R STABILO,METER VALUE "p" Z EXUDATION PRESS. P.S.I. - 11 12 Qtl /O —`Qd THICK, INDICATED BY STAB. INCHES THICK. INDICATED BY EXP. PRESS. IN. y -��/ SP. OR. OVEN DRY S.B.D. APP. SUBBASE I1I FINE BASE % COARSE SURFACE { L. L. I P: L. P.1. COHESION VALUE B TRAFFIC INDEX 16 DURABILITY FINE COARSE SPEC. J BY EXUD. PRESS 10 �.- .a iQ �F J j BY EXPAN, PRESS 50 IY WET DRY AVG. SPEC. O Q AT EDUIL. BPEC. 100 INDICATED MINIMUM THICK. F COVER FOR ABOVE CONDITIONOS. zoo SU 1 LgpT- 6PEC. MOISTURE CONTENT AS RECEIVED: % DENSITY IN PLACE OPTIMUM MOISTURE RELATIVE COMPACTION % MID CURVE NO. R15MARKS:.00CS B N L F`'a � _- 1967 PUBLIC ►,� GEPT. RESIDENT ENGINEER (CITY ENGR.) F- 3011 -121 BILLING AGGREGATE # SOIL ATSD OF MONTH E LS fNtINEER CITY OF NEWPORT BEACH - PUBLIC DEPARTMENT C.C.O. No_ 1 �► 7z Amount Aufligriced $- Sport No. DAILY -EXTRA WQ RIPORT Previous Ex ' itura $ to Work Performed !''�'� `!s7# "1 , —77 Today $ I Date of Report 7'Z 1 ' G% To Dete $ Project /1r7i•r. r.N Gad:% /a f �'_ n/ ii ,. %U �, j Description of Wor Lk -,r `L% 6Wi4 HOURLY RAYS SHALL INCLUDE ACTUAL WADES PAID PLUS PAYMENTS MOUIMD UNDER STATE AND FEDERAL LAWS AND COLLECTIVE BARGAINING AGREEMENTS EQUIPMENT Total Cost of Equipment MATERIALS and /or WORK DONE BY OTHER THAN CONTRACTOR'S FORCES TOTAL Cost of Materials The abovo' 6cord is omplete and c reef /c d / i I �• t 1C6NTRACTOR S;RPRKSENTATIVE Sub -Total *IS% (Sec. 9 -03 Sfd. Specs.) Total this report Zi 1 INSPECTOR White to Inspector Yellow to Public Works Department Pink to Contractor For office use only Pd. on W. No Checked by K/RM IB -S 5M 1 -66 MARLEY INVOICE GRIFFITH COMPAN CONTRACTORS 611 SOUTH SHATTO PLACE LOS ANGELES 5. CALIFORNIA DUNKIRK 7.8241 7/21 CITY OF NEWPORT BEACH 3300 Newport Blvd. Newport Beach, California Attn: D. Robison Job Location: Placentia & Production Cut & Plug Abandoned 4" Water Line DATE July 21, 1967 dm �. CCO #1 OUR ORDER ND. 29321 NET CASH NOT SUBJECT Foreman, Grade 1 Hr. $6.82 Laborer 3 Hrs. 4.745 Pickup 1 Hr. 1.75 Sacrete 1 Sk. 1.04 P/R Taxes & Ins. 23% on Labor $21.06 Profit 15% RECEIVED JUL 31 1987 PUBLIC WORKS D €Pfi. $ 6.82 14.24 1.75 1.o4 $23.85 4.84 4.30 $32.99 GRIFFITH COMPANY 611 SOUTH SHATTO PLACE LOS ANGELES. CALIF. 90005 i July 21, 1967 dm I xxxxxxxxxx CCO #{1 CITY OF NEWPORT BEACH 29321 3300 Newport Blvd, Newport Beach, .California Attn: D. Robison Job Location: Placentia & Production 7%21 Cut & Plug Abandoned 4" Water Line Foreman, trade 1 Hr. $6,82 $ 6.82 Laborer 3 Hrs. 4.745 14.0 Pickup 1 Hr. 1.75 1.75 Sacrete 1 Sk. 1,04 1.04 3-.- � 8 P/R Taxes & Ins. 23% on Labor $21.06 Profit 15% 4.30 $32.99 4697 4 -0266 �0 GRIFFITH COMPANY 611 SOUTH SHATTo PLACE, LOS ANGELES, CALIF. 90005 CITY OF NEWPORT BEACH; 3300 Newport Blvd. Newport Beach, California Attn: D. Robison Job Location: Placentia & Production 7/21 Cut & P1uE.Abandoned 4" Water Line Foreman, Made 1 Hr. Laborer 3 Hrs. Pickup 1 Hr. Sacrete 1 Sk. P/R Taxes to Ins. 236 on Labor $21.06 Profit 15% 4697 .4 -0266 I. July 21,F 1967 din xxxxxxxxxx a 000 1#1 29321 $6.82 4.745 1.75 1.o4 $ 6.82 14.44 1.75 1.o4 $2g.85 4.30 32.99 GRIFFITIOOMPANY Daily Extra Work Report Cr Location Z--7/— LABOR i No. Don Nevn Rate 1 Amount I SUB TOTAL COMP. INS. & P.R. TAX WELFARE PLUS % TOTAL LABOR EQUIPMENT TOTAL EQUIPMENT MATERIAL & SUPPLIES TOTAL MATERIAL !! TOTALS PLUS % I GRAND TOTAL A :Jill I hereby <e i the abo . e re rrr o be coect /'POR GRIFFITH COMPANY If A j L ) FOR t`,/J�/ THIS REPORT MUST BE SIGNED BY BOTH PARTIES CORM 14 NARL {Y IaM 5 -6e ❑ Preliminary tests prior COUNTY OF ORANGE to sword o contract. ROAD DEPARTMENT Material Testing Section TEST NO. C— A46 Q� -ro83 1r/pt.�� FIELD NO, T Control la actual) ^� R ,ATIYE COMPACTION `.OR P O.O ANFP) entering into works. 2' 'DATE REPT D. If contract, use contract item ." PROJE 40 RESIDENT ENGINEER (INSPECTOR) CONTRACTOR r, SEND REPORT TO: ' CONSTRUCTION ❑ AUTET 9 - MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION RT LT OF � STA}.�f�" REPRESENTING LIMITS TYPE MATERIAL ,cr ,.,5- DEPTH ��� TO iC BELOW FINISHED GRADE DATE % — Z- 1/ TESTED BY: :5 IN PLACE DENSITY A I INITIAL WT. TEST SAND LAB, SI WT. SAND RETAINED 1. C WT. SAND USED - 4 D TEST SAND DENSITY p E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING d G VOLUME TEST HOLE DRY WT. - H WT. EXC, SAMPLE + TARE o I TARE WEIGHT CORR.MAX. DENS ITY J WET WT. EXC. SAMPLE ? y K WET DENSITY IN PLACE L DRY DENSITY IN PLACE r-4mmy, METHOD A MOISTURE SAMPLE +' FIELD LAB, WET WT. MOLD NO. 1. DRY WT. 3 4 MOIST. M N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK - WET WT. -'.- DRY WT. - Q TOTAL DRY WT.''- % ROCK CORR.MAX. DENS ITY R REMARKS: Test Method Calif. 276 -F • ❑ BILLING WI 140 y METHOD A ❑ B Ea SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 13 MOISTURE Of r RC =_�L L— % TENT. RC = % SPECIFICATION: NL_ %. OF MONTH BY RI RESIDENT ENGINEER (CITY ENGR) i3a11. -03 RELATIVE COMPACTION \� ' MAXIMUM DENSITY RATHOJ_E DATA • MOLD NO. 1. 2 3 4 01 INITIAL WT. SPECIMEN Zcy P WET WT. AT COMPACTION 7—t aD :Z; q-g- Q DRY WT. COMP. SPEC. R % MOISTURE ; 2 ( -}- z - O CONDITION OF MOLD r-4mmy, 0VE►Z S HT. COMPACTED SPECIMEN 10-05 IQ. 5Z T WET DENSITY 4' /.`f '. 35.1 V DRY DENSITY CONV. FACTOR--O.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E -F K =J - G CONE .1667 - L = K _ (100% +N) Q = 0 +-(i00% + N) SM. RING .0143 .1810 R = (P -Q) _ Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 276 -F • ❑ BILLING WI 140 y METHOD A ❑ B Ea SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 13 MOISTURE Of r RC =_�L L— % TENT. RC = % SPECIFICATION: NL_ %. OF MONTH BY RI RESIDENT ENGINEER (CITY ENGR) i3a11. -03 RELATIVE COMPACTION \� ' f I ❑ Preliminary tests prior ,- to award o contract. 1 Control tests on materials actually entering into works, COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section RELATIVE COMPACTION /V S If cojoiact, use contract item 61 FIELD - CONT. ND. OR 1W.0. OR'P.O. OR AXF PI DATE EPTD. RES> _ ENGINEER (INSPECTOR) // �` / -s CONTRACTOR C /L / tf 7`// OUTSID SEND' ' RT TO: CONSTRUCTION ❑ AGENCY MAINTN]4./WCE ❑ SUBD. ❑ PERMITS E ❑ LOCATION 164A G 6A/ T/A /2,° F�i.✓ CG' "�:RT. LT OF 4. STA S- REPRESENTING LIMITS TYPE MATERIAL DEPTH Z/ TO Z 7" BELOW FINISHED GRADE DATE 7 - 1 G i TESTED, BY: IN PLACE DENSITY A INITIAL WT: TEST SAND , B WT, SAND'RETAINED ,S` C WT. SAND USED 2. D TEST SAND DENSITY Q E VOLUME SAND USED 3-3 2 F VOLUME CONE + RING r/0 G VOLUME TEST HOLE / H WT. EXC. SAMPLE + TARE 0- I TARE WEIGHT 41, 9 -0 J WET ­WT. SAMPLE ga K WET DENSITY IN PLACE 0 v e0e L DRY DENSITY IN PLACE S HOD A MOTS -SAMPLE . MOLD NO, FIELD -- LAB WET WT. 4 . 01 DRY WT. a 00 9. O P SP. GR..ROCK 0 D WET WT. ROCK DRY WT. HOCK . Q WET WT. DRY WT. - - TOTAL OR T. R 7. 6C RK r:.:... CORR.MAX.DENSITY MAXIMUM DENSITY RATHOLE DATA . MOLD NO, 1 J1AA 2' 3 4 . 01 INITIAL WT. SPECIMEN a 00 9. O P WET WT. AT COMPACTION 0 D aS OP- : Q DRY WT, COMP. SPEC. - - - R %MOISTURE - - CONDITIONOFMOLD Lt A. te k 0 v e0e S HT. COMPACTED SPECIMEN lD.o O- O T WET DENSITY S, V DRY DENSITY CONV. FACTOR= 0.592- FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E - F K =J =G CONE . -1667 - L= K= (100% +N) Q =O +(100 % +N) SM. RING .0143 .1810 R = (P-Q) + Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F L i METHOD A ❑ B ®.-: -- SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY j3e 4 MOISTURE RC = 7 % TENT. RC - % SPECIFICATION: NL_% OF MONTH u B Y p e RESIDENT ENGINEER (CITY ENGR), RELATIVE COMPACTION i ❑Preliminary tests prior to award of contract. Psi Control tests on W_ materials actually entering into works. r: . t COUNTY OF ORANGE ROAD DEPARTMENT Materiel Testing Section. TE° FIE RESIDENT ENGINEER (INSPECTOR) 9 0 B'/ /V OUTSIDE SEND REPORT TO: CONSTRUC"6116N..El AGENCY LOCATION! .104A -4 X/41 i' /a REPRESENTING LIMITS TYPE MATERIAL /V . 5 _ "` =: tr EP DATE 2- Y G 7 TESTED BY:_ IN PLACE DENSITY A INITIAL WT. TEST SAND FIELD 8 WT. SAND RETAINED WET WT. C WT. SAND USED 4 D TEST SAND DENSITY E VOLUME SAND USED M F VOLUME CONE + RING SP. GR. ROCK G'VOLUME TEST HOLE 8' H WT. EXC. SAMPLE + TARE it S I TARE WEIGHT 'WET, WT. — a J WET WT. EXC. SAMPLE DRY WT. — 3 K WET DENSITY IN PLACE TOTAL DRY WT. L DRY DENSITY IN PLACE %'ROCK. OPPACTION e contract itemm/ AGENCY i m A/ CONTF I` MAINTENANCE T O— METH 'A MOISTURE SAMPLE RC = 7d % MAXIMUM DENSITY RATHOLE TA FIELD TENT. RC = % LAB WET WT. 2 3 4 DRY WT. INITIAL WT. SPECIMEN % MOIST. . M N WET WT. AT COMPACTION SP. GR. ROCK 211y8 WET WT. ROCK Q DRY WT. COMP. SPEC. DRY, WT. ROCK 'WET, WT. — a R % MOISTURE DRY WT. — 3 2 O TOTAL DRY WT. CONDITION OF MOLD %'ROCK. 'd;:,.,,.::. .CORR.MA7zDENSITY S HT. COMPACTED SPECIMEN • RC = 7d % MAXIMUM DENSITY RATHOLE TA TENT. RC = % MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Lqt AP Q 211y8 Q DRY WT. COMP. SPEC. R % MOISTURE L A 2 O CONDITION OF MOLD C S HT. COMPACTED SPECIMEN Q T WET DENSITY / p V DRY DENSITY CONV.FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D I UNIT CONE +UNIT G =E -F K =J +G CONE .166,7 - L =K= (100 % +N) Q =O +(100 % +N) SM. RING .0143 .1810 R = (P-Q) _ Q .V = FACTOR x Q- S I LG. RING 1 .0302 .1969 I REMARKS: RC = 7d % ^y .,yt TENT. RC = % Test Method Calif. 216 -F SPECIFICATION: NL %.