Loading...
HomeMy WebLinkAboutC-966 - Water main replacement program 1965-66CITY' CONTRACT NO. 966 CITY OF NEWPORT BEACH CONTRACT DOCUMENTS FOR WATER MAIN REPLACEMENT PROGRAM 1965 -66 APPROVED BY THE CITY COUNCIL ON THIS IOTH DAY OF JANUARYy 1966. 1 CI Y CLERK I f_. El CITY OF NEWPORT BEACH, CALIFORNIA NOTICE OF INVITING BIDS SEALED BIDS WILL BE RECEIVED AT THE OFFICE OF THE CITY CLERK, CITY HALL, NEWPORT BEACH, CALIFORNIA UNTIL 10:30 A.M., ON THE 9TH DAY OF FEBRUARY, 1966, AT WHICH TIME THEY WILL BE PUBLICLY OPENED AND READ, FOR PERFORMING WORK AS FOLLOWS: WATER MAIN REPLACEMENT PROGRAM OF 1965 -66 (CONTRACT NO. 966) 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 CASH, CERTIFIED CHECK, OR BID - DER'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 BIOS WHICH REQUIRE COMPLETION AND EXECU- TION ARE THE FOLLOWING: 1. - PROPOSAL 2. PAGE - DESIGNATION OF SUBCONTRACTORS 3. PAGE j - BIDDERS BOND 4 PAGE 9 - NON-COLLUSION AFFIDAVIT 5. PAGE IO - CONTRACTORS FINANCIAL STATUS THE DOCUMENTS SHALL BE AFFIXED WITH THE APPROPRIATE AND CORRECT SIGNATURES AND SEALS OF THE CORPORATION, PARTNERSHIP, JOINT VENTURE AND/OR INDIVIDUAL. IN ACCORDANCE WITH THE PROVISIONS OF SECTION 1770 OF THE LABOR CODE, THE,CITY COUNCIL OF THE CITY OF NEWPORT BEACH HAS ASCERTAINED THE GENERAL PREVAILING RATE OF PER DIEM WAGES IN THE LOCALITY IN WHICH THE WORK IS TO BE PERFORMED FOR EACH CRAFT OR TYPE OF WORKMAN OR MECHANIC NEEDED TO EXECUTE THE CONTRACT AND IS SET FORTH IN RESOLUTION NO. 6258. A COPY OF SAID RESOLUTION IS AVAILABLE IN THE OFFICE OF THE CITY CLERK IN THE CITY OF NEWPORT BEACH. ALL BIDS ARE TO BE COMPARED ON THE BASIS OF THE ENGINEERS ESTIMATE OF THE QUANTI- TIES OF WORK TO BE DONE. 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. PLANS AND SPECIFICATIONS, FORMS OF PROPOSALS, BONDS, AND CONTRACT MAY BE OBTAINED AT THE PUBLIC WORKS DEPARTMENT, CITY HALL, NEWPORT BEACH, CALIFORNIA. A NON - REFUNDABLE CHARGE OF $2.00 WILL BE REQUIRED FOR EACH SET OF STANDARD SPECI- FICATIONS. A REFUNDABLE DEPOSIT OF $5.00 WILL BE REQUIRED FOR EACH SET OF PLANS, SPECIAL PROVISIONS, AND CONTRACT DOCUMENTS. NO REFUNDS WILL BE MADE LATER THAN 60 DAYS AFTER AWARD OF 810. THE CITY OF NEWPORT BEACH RESERVES THE RIGHT TO REJECT ANY OR ALL BIDS AND TO WAIVE ANY INFORMALITY IN SUCH BIDS. CITY OF NEWPORT BEACH, CALIFORNIA MARGERY SCHROUDER, CITY CLERK 9 Ll PROPOSAL FOR CONTRACT NO. 966 WATER MAIN REPLACEMENT PROGRAM 1965-1966 TO THE HONORABLE CITY COUNCIL CITY OF NEWPORT BEACH CALIFORNIA THE UNDERSIGNED DECLARES THAT HE HAS CAREFULLY EXAMINED THE LOCATION O� THE PROPOSED WORK AND HAS READ THE NOTICE INVITING BIDS, THAT HE HAS EXAMINED THE PLANS AND SPECIFICA TIONS FOR CONTRACT NO. 966, AND HEREBY PROPOSES TO FURNISH ALL MATERIALS AND 00 ALL WORK REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH SAID PLANS, THE STANDARD SPECIFICATIONS OF THE CITY OF NEWPORT BEACH, AND THE SPECIAL PROVISIONS, AND THAT HE WILL TAKE IN FULL PAYMENT THEREFOR THE FOLLOWING UNIT PRICES FOR EACH ITEM COMPLETE IN PLACE, TO WIT: IREM N0. QUANTITY AND UNIT ITEM DESCRIPTION UNIT PRICE'WRITTEN IN WORDS UNIT PRICE TOTAL PRICE 1. 275 2" DIAN. COPPER WATER SERVICE LINEAR FEET @ FOUR DOLLARS EIGHTY -FIVE AND CENTS 4.85 F p 1033.75 PER LINEAR FOOT 2. 441 4° DIAN. A.C.P. WATER MAIN LINEAR FEET @ THREE DOLLARS NINETY -SIX AND CENTS 3.96 $ 1,746.36 PER LINEAR FOOT 3 12,600 6° DIAM. A.C.P. WATER MAIN LINEAR FEET Q FOUR DOLLARS .. FIFTY -FIVE AND CENTS $ 4.55 $ 57,330.00 ER LINEAR FOOT 4. 3050 8" DIAM. A.C.P. WATER MAIN LINEAR FEET ® FIVE DOLLARS TWENTY -ONE AND CENTS # ..5.21 $16,411.50 PER LINEAR FOOT 5. 645 12° DIAM. A.C.P. WATER MAIN LINEAR FEET TEN DOLLARS NINE AND CENTS $ 10.09 6,508.05 PER LINEAR FOOT 6. 5 4" DIAM. GATE VALVES j EACH EIGHTY -FIVE DOLLARS J No AND CENTS $ 85.00 $ 425.00 EACH 0 PR -2 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 7 6" DIAM. GATE VALVES EACH Q ONE HUNDRED DOLLARS No AND CENTS $ 100.00 $ 3,800.00 EACH 8. 6 p 8 " DIAM. GATE VALVES EACH Q ONE HUNDRED FORTY DOLLARS No AND CENTS $ 140.00 840.00 EACH 4 "* 9. 1 *kl 4" TAPPING SLEEVE AND �" GATE VALVE EACH Q ONE HUNDRED SEVENTY DOLLARS AND NO CENTS $ 170.00 $ 170-00* EACH 10. 11 FIRE HYDRANTS EACH Q TWO HUNDRED TWENTY DOLLARS NO AND CENTS $ 220.00 2,420.00 EACH ��. 4 4" DIAM. STAND PIPE EACH Q ONE HUNDRED FIFTY DOLLARS No AND CENTS $ 150.00 $ 600.00 EACH 12. 10 6" TAPPING SLEEVE AND 6" GATE VALVE EACH Q TWO HUNDRED THIRTY DOLLARS AND NO CENTS $ 230.00 $ 2,300.00 EACH 13. 7 8" TAPPING SLEEVE AND 6" GATE VALVE EACH Q THREE HUNDRED FIFTY DOLLARS AND NO CENTS $ 350.00 $ 2,450.00 EACH 2.6o $ 22,588.80 2.15 $ 8,240.95 PER LINEAR FOOT app 19. 8,688 3" A.C./4" A.B. - PERMANENT TRENCH LINEAR RESURFACING FEET PR -3 ITEM QUANTITY ITEM DESCRIPTION TWO UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE CENTS $ PRICE 14. 1 8" TAPPING SLEEVE AND 8" GATE VALVE x 8 20. k,"W* EACH THICK CONCRETE TRENCH RESURFACING LINEAR FEET THREE HUNDRED EIGHTY DOLLARS DOLLARS AND AND FIFTEEN CENTS $ PER LINEAR FOOT NO CENTS $ 180.00 $ 380.00 EACH 15. 2 16" TAPPING SLEEVE AND 8" GATE VALVE EACH FIVE HUNDRED DOLLARS AND NO CENTS $ 500.00 $ 1,Oa0.ao EACH 16. 585 1" DIAM. COPPER WATER SERVICES EACH Q SIXTY -FIVE DOLLARS No AND $ 65.00 $ 38,025.00 EACH 17. 3,144 3" THICK AGGREGATE BASE (DECOMPOSED LINEAR GRANITE) TRENCH RESURFACING FEET ONE DOLLARS AND FORTY CENTS $ 1.40 $ 4,401.60 PER LINEAR FOOT 18. 12,059 1" THICK A.C. TEMPORARY TRENCH LINEAR RESURFACING FEET @ NO DOLLARS AND THIRTY CENTS $________2_-3O $ _3261.7-70 2.6o $ 22,588.80 2.15 $ 8,240.95 PER LINEAR FOOT app 19. 8,688 3" A.C./4" A.B. - PERMANENT TRENCH LINEAR RESURFACING FEET C TWO DOLLARS AND SIXTY' CENTS $ PER LINEAR FOOT x 8 20. k,"W* 6" THICK CONCRETE TRENCH RESURFACING LINEAR FEET @ TWO DOLLARS AND FIFTEEN CENTS $ PER LINEAR FOOT 2.6o $ 22,588.80 2.15 $ 8,240.95 PR -4 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 21. 2 12" DIAM. GATE VALVES EACH @ THREE HUNDRED DOLLARS NO AND $ 300.00 $ 600.00 CENTS EACH 22. 1 20" TAPPING SLEEVE AND 8" GATE VALVE EACH e SEVEN HUNDRED ELEVEN DOLLARS AND No CENTS $ 711.00 $ 711.00 EACH TOTAL PRICE WRITTEN IN WORDS NINETY -NINE ONE HUNDRED SEVENTY -FIVE THOUSAND EIGHT HUNDRED/ DOLLARS SEVENTY -ONE AND CENTS 'TOTAL $ 175,899-71* .w A *CORRECTED TOTAL BASED ON EXTENSION OF UNIT PRICE ITEMS (SEE -ADDENDUM NUMBER 1) 0 IF. • THE UNDERSIGNED AGREES THAT IN CASE OF DEFAULT IN EXECUTING THE REQUIRED CONTACT WITH NECESSARY BONDS WITHIN TEN (10) DAYS, NOT INCLUDING SUNDAYP AFTER HAVING RECEIVED NOTICE THAT THE CONTRACT IS READY FOR SIGNATURES THE PROCEEDS OF ... CHECK OR BOND ACCOMPANYING THIS BID SHALL BECOME THE PROPERTY OF THE CITY OF NEWPORT BEACH. LICENSED IN ACCORDAIMUE WITH THE STATUTES OF THE pST�ATE OF CALIFORNIA PROVIDING FOR THE REGISTRATION OF CONTRACTORS LICENSE NO. 1851 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. ACCOMPANYING THIS PROPOSAL IS BIDDER'S BOND CASH CERTIFIED CHECK, CASHIER'S.CHECK OR BOND) IN AN AMOUNT NOTLESS THAN 10 PERCENT OF THE TOTAL BID PRICE. 714 - 746 -1611 PHONE NUMBER 2/9/66 ATE 929 W. GRANT AVENUE ESCONDIDO, CALIFORNIA BIDDER'S ADDRESS L. CASTILLO & SON BIDDER'S NAME (SEAL) /S/ L. CASTILLO AUTHORIZED SI GNATURE AUTH RIZED SIGNATURE PARTNERSHIP TYPE OF ORGANIZATION (INDIVIDUALS CORPORATION) COPARTNERSHIP) L15TBELOW NAMES OF PRESIDENT) SECRETARY, TREASURER AND MANAGER IF A CORPORTATION AND NAMES OF ALL COPARTNERS IF A COPARTNERSHIP: L. CASTILLOY SR. L. CASTILLO. JR. DESIGNATION OF SUB - CONTRACTORS • PAGE 3 THE UNDERSIGNED CERTIFIES THAT HE HAS USED THE SUB —BIDS OF THE FOLLOWING LISTED CONTRACTORS IN MAKING UP HIS BID AND THAT THE SUB' — CONTRACTORS LISTED WILL BE USED FOR THE WORK FOR WHICH THEY BID, SUBJECT TO THE APPROVAL OF THE CITY ENGINEER, AND IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE SPECIFICATIONS. NO CHANGE MAY BE MADE IN THESE SUB - CONTRACTORS EXCEPT UPON THE PRIOR APPROVAL OF THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH. ITEM OF WORK SUB- CONTRACTOR ADDRESS 1. PAVEMENT REMOVAL L. B. PENHALL CO., INC. ANAHEIM, CALIFORNIA 2. 3- 4. 5• 6. L. CASTILLO & SON BIDDER'S NAME LS! L. CASTILLO AUTHORIZED SIGNATURE PARTNERSHIP TYPE OF ORGANIZATION .e `INDIVIDUAL, COPARTNERSHIP OR CORPORATION') 929 W. GRANT AVENUE ESCONDIDO, CALIFORNIA ADDRESS a i '.k �t I� SEOITY CLERKS FILE FOR THE ORIGI &. PAGE 4 BIDDER'S BOND TO ACCOMPANY PROPOSAL KNOW ALL MEN BY THESE PRESENT,, THAT WE, L. CASTILLO & SON , AS PRINCIPAL, AND UNITED PACIFIC INSURANCE COMPANY AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH,,, CALIFORNIA, IN "HE SUM OF`- 10% OF THE AMOUNT 81D DOLLARS P, 10% y, 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 WATER MAIN REPLACEMENT PROGRAM 1965 -66 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 CONSTRUCTION AND SHALL E BIDS" AND DELIVER THE TWO (Z) BONDS DESCRIBED IN THE "NOTICE INVITING BIDS WITHIN TEN 0 0) DAYS KNOT INCLUDING SUNDAY) FROM THE DATE OF THE MAILING OF A NOTICE TO THE ABOVE BOUNDEN PRINCIPAL BY AND FROM SAID CITY OF NEWPORT BEACH THAT SAID CONTRACT 15 READY FOR EXECUTION, THEN THIS OBLIGATION SHALL BECOME NULL AND VOIDS OTHERWISE IT BE AND REMAIN IN FULL FORCE AND EFFECT, AND THE AMOUNT SPECIFIED HEREIN SHALL BE FORFEITED TO THE SAID CITY. IN WITNESS WHEREOF, WE HEREUNTO SET OUR HANDS AND SEALS THIS DAY OF j9_. CORPORATE SEAL (IF CORPORATION' PRINCIPAL (ATTACH ACKNOWLEDGEMENT OF ATTORNEY IN FACT) BY TITLE URETY • PAGE 5 LABOR AND MATERIAL BOND Bead d 4920M Premium for this bond included KNOW ALL MEN BY THESE PRESENTS, THAT in charge for Performance Bond, WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA., BY MOTION ADOPTED FEBRUARY 145 1966 " HAS AWARDED TO L. CASTILLO & SON HEREINAFTER DESIGNATED AS THE "PRINCIPAL", A CONTRACT WATER MAIN REPLACEMENT PROGRAM 1965 -66 IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFICA- TIONS 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 L. CASTILLO & SON AS PRINCIPAL, HEREINAFTER DESIGNATED A$ THE CONTRACTOR AND 0117M PACIFIC INSURANIM i AS SURETY, ARE HELD FIRMLY BOUND UNTO THE 17 -Y 01- ,V6�PORT BEACH, IN THE SUM OF Eigbty -saves 1bMz&Wj Nile Hundred Fort / /y11(())jj ",, :�. 87;949,85 SAID SUM BEING ONE -HALF OF THE ESTIMATED AMOUNT PAYABLE' BY THE CITY OF NEWPORT BEACH ENDER THE TERMS OF THE CONTRACT;, FOR 'W!+ICH RA'I'MENT WELL AND TRULY TO BE' MADE: WE BIND OURSELVES, OUR HEIRS„ EXECU'T'ORS AND ADMINISTRATORS, SUCCESSORS OR ASSIGNS, JOINTLY AND SEVERALL -Y„ rIRML.Y BY 'HESE PRESENTS", THE COW TION OF TH'S OB,'A G.ATiON tS SUCH, THAT IF THE PERSON OR HIS SUBCONTRAC- TORS, FAIL TO PAY FOR ANY MA.IERIAL.S, PROVISIONS, PROVENDER OR OTHER SUPPLIES, OR TEAMS, USED IN, UPON, FOR 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, THAI' THE SURETY OR SURETIES WILL PAY FOR THE SAME, IN AN AMOUNT NOT EXCEEDING "ME SUM SPECIFIED IN THE BOND, AND ALSO„ IN CASE" SUIT IS BROUGHT UPON THE BOND, A RLA.SONABLE 7A�TTORNEY °S FEE, TO BE FIXED BY THE COURT, AS REQUIRED BY THE PROVISIONS OF SECTION 420111 OF THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA. • .• PAGE 6 (LABOR AND MATERIAL BOND -:CONTINUED) 't THIS BOND SHALL INURE TO THE BENEFIT OF ANY AND ALL PERSONS, COMPANIES AND , CORPORATION ENTITLED TO FILE CLAIMS UNDER SECTION 1192.1 OF THE CODE OF CIVIL PROCEDURE SO AS TO GIVE A RIGHT OF ACTION TO THEM OR THEIR ASSIGNS IN ANY SUIT BROUGHT UPON THIS BOND, AS REQUIRED BY THE PROVISIONS OF SECTION 4205 OF THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA. AND THE SAID SURETY, FOR VALUE RECEIVED, HEREBY STIPULATES AND AGREES THAT NO CHANGE, EXTENSION OF TIME, ALTERATIONS OR ADDITIONS TO THE TERMS OF THE CONTRACT OR TO THE WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS ACCOMPANYING THE SAME SHALL IN ANY WISE AFFECT ITS OBLIGATIONS ON THIS BOND, AND IT DOES HEREBY WAIVE NOTICE OF ANY SUCH CHANGE) EXTENSION OF TIME, ALTERATIONS OR ADDITIONS TO THE TERMS OF THE CONTRACTOR OR TO THE WORK OR TO THE SPECIFICATIONS. ,.., IN WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL AND SURETY ABOVE NAMED, ON THE 18th _ ..DAY OF February , 196 6. APPRO AS TO FORM: ITY ORNE THIS BOND WAS APPROVED BY THE, CITY COUNCIL OF THE CITY OF NEWPORT BEACHBY MOTION m TE ATTEST: CITY CLERK L. CASTILLO & SON (SEAL) f L) SEAL Leonard Castillo, Jr., Partner UNITED PACIFIC INSURANCE(840KPANY By: D', (SEAL) E. Scott, Attorney- in- Fat&EAL) SURETY P. PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS THAT, • PAGE 7 Bond No, B 492830 Premium: $1148rO0 WHEREAS, THE CITY COUNCIL OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED FEBRUARY 14, 1966 HAS AWARDED TO L. CASTILLO & SON HEREINAFTER DESIGNATED AS THE "PRINCIPAL") A CONTRACT FOR WATER MAIN REPLACEMENT PROGRAM IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFICA- TIONS AND OTHER CONTRACT DOCUMENTS NOW ON FILE IN THE OFFICE OF THE CITY CLERK OF THE CITY OF NEWPORT BEACH. WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF REQUIRE THE FURNISHING A BOND FOR THE FAITHFUL PERFORMANCE OF SAID CONTRACT, NOW, THEREFORE, WE, _ L. CASTILLO & SON AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE "CONTRACTOR" AND UNITED PACIFIC INSURANCE COMPANY AS SURETY,,ARE HELD AND FIRMLM BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF 9 Eighty -seven Thousand, Nine Hundred Forty— Nine _& _85/100s — -DOLLARS ($87,949.$5 ), SAID SUM BEING EQUAL TO 5O OF THE ESTIMATED AMOUNT OF THE CONTRACT, TO BE PAID TO THE SAID CITY OR ITS CERTAIN ATTORNEY, ITS SUCCESSORS, AND ASSIGNS; FOR WHICH PAYMENT, WELL AND TRULY TO BE MADE, WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND ADMINISTRATORS, SUCCESSORS OR ASSIGNS, JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENTS. 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 SAID CONTRACT AND ANY ALTERATION THEREOF MADE AS THEREIN PROVIDED ON HIS OR THEIR PART, TO BE KEPT AND PERFORMED AT THE TIME AND IN THE MANNER THEREIN SPECIFIED, AND IN ALL RESPECTS ACCORDING TO THEIR TRUE INTENT AND MEANING, AND SHALL INDEMNIFY AND SAVE HARMLESS THE CITY OF NEWPORT BEACH, ITS OFFICERS AND AGENTS, AS THEREIN STIPULATED, THEN THIS OBLIGATION SHALL BECOME NULL AND VOID; OTHERWISE IT SHALL REMAIN IN FULL FORCE AND VIRTUE. • - PAGE B (PERFORMANCE BOND - CONTINUED) AND SAID SURETY, FOR VALUE RECEIVED, HEREBY STIPULATES AND AGREES THAT NO I, CHANGE, EXTENSION OF TIME, ALTERATION OR ADDITION TO THE TERMS OF THE CONTRACT OR TO THE WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS ACCOMPANYING THE SAME SHALL IN ANY WISE AFFECT ITS OBLIGATIONS ON THIS BOND, AND IT DOES HEREBY WAIVE NOTICE OF ANY CHANGE, EXTENSION OF TIME, ALTERATION OR ADDITION TO THE TERMS OF THE CONTRACT OR TO THE WORK OR TO THE SPECIFICATIONS. IN WITNESS WHEREOF., THIS INSTRUMENT HAS BEEN DULY'EXECUTED BY THE PRINCIPAL •' =- AND SURETY ABOVE NAMED, ON. THE lath DAY OF February , 196_{, L. CASTILLO & SON (SEAL) (SEAL) ,... Le&narcr uasti:Ilo, ar ner B (S CAL) CONTRACTOR .. Leonard Castillo, Jr., Partner UNITED PACIFIC INSURANCE COMPANY (SEAL) • By. (SEAL) •� URETY Fact E. Sc tt, Attorney =in = APTO fORMC y 1 • _ 5' , • • PAGE 'g NON - COLLUSION AFFIDAVIT THE BIDDERS, B'Y ITS OFFICERS AND AGENTS OR REPRESENTATIVES PRESENT AT THE TIME OF FILING THIS BID, BEING DULY SWORN ON THEIR OATHS SAY, THAT NEITHER THEY NOR ANY OF THEMg HAVE IN ANY WAY, DIRECTLY OR INDIRECTLY, ENTERED INTO ANY ARRANGEMENT OR AGGREMENT WITH ANY OTHER BIDDER, OR WITH ANY PUBLIC OFFICER OF SUCH CITY OF NEWPORT BEACH WHEREBY SUCH AFF'IANT OR AFFIANTS OR EITHER OF THEM, HAS PAID OR IS TO PAY TO SUCH BIDDER OR PUBLIC OFFICER ANY SUM OF MONEY, OR HAS GIVEN OR IS TO GIVE TO SUCH OTHER BIDDER OR PUBLIC OFFICER ANYTHING OF VALUE WHATEVER, OR SUCH AFFIANT OR AFFIANTS OR EITHER OF THEM HAS NOT DIRECTLY OR INDIRECTLY, ENTERED INTO ANY ARRANGEMENT OR AGREEMENT WITH ANY OTHER BIDDER OR BIDDERS, WHICH TENDS TO OR DOES LESSEN OR DESTROY FREE COMPETITION IN THE LETTING OF THE CONTRACT SOUGHT FOR BY THE ATTACHED BIDS; THAT NO BID HAS BEEN ACCEPTED FROM ANY SUBCONTRACTOR OR MATERIALMAN THROUGH ANY BID DEPOSITORY, THE BYLAWS, RULES OR REGULATIONS OF WHICH PROHIBIT OR PREVENT THE CONTRACTOR FROM CONSIDERING ANY BID FROM ANY SUBCONTRACTOR OR MATERIALMAN WHICH IS NOT PROCESSED THROUGH SAID BID D'EPOSITORY, OR WHICH PRE- VENT ANY SUBCONTRACTOR 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 INDUCEMENT OR ANY FORM OR CHARACTER OTHER THAN THAT WHICH APPEARS UPON THE FACE OF THE BID WILL BE SUGGESTED, OFFERED, 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 WOMSOEVER 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. S/ L. CASTILLO SUBSCRIBED AND SWORN TO BEFORE: ME BY L. CASTILLO THIS 9TH DAY OF FEBRUARY MY COMMISSION EXPIRES: OCTOBER 20, 1 1966_. /S/ RAY W. LYND TARP PUBLIC. • • PAGE 10 BIDDERS STATEMENT OF N NANCIAL RESPONe{BILIT TECHNICAL ABILtrIll AND EXPERIENCE (THE BIDDER IS REQUIRED TO STATE WHA? WORK Oc A SiM'LAR CHARAC'T'ER TO 'T'HAT INCLUDED IN THE PROPOSED CONTRACT HE HAS SUCCESSFULLY PERFORMED AND GIVE REFERENCE, WHICH WILL ENABLE THE CITY COUNCIL. TO JUDGE HIS RESPONS!BEL! -` EXPERIENCE, SKILL. AND BUSINESS STANDING.) THE UNDERSIGNED SUBM "TS HEREWITH A STATEMENT OF 'HIS FINANCIAL RESPONSiBiLITY. THE UNDERSIGNED SUBMITS BELOW A STATEMENT OF THE WORK OF .SIMILAR CHARACTER TO THAT INCLUDED IIN ?'HE PROPOSED CONTP?,CT. WH ICH "zC -.A$ SUCCESSFUL -LY PERFORMED. SAN MARCOS COUNTY WATER DISTRICT CITY OF OCEANSIDE CITY OF ESCONDIDO /'L L. CASTILLO _FGNEC 0 C 0 N R A C T THIS AGREEMENT, MADE AND ENTERED INTO THIS 0 y G` PAGE II DAY OF kwLJ^ -' , 1966, BY AND BETWEEN THE CITY OF NEWPORT BEACH, CALIFORNIA, HEREINAFTER DESIGNATED AS THE CITY, PARTY OF THE FIRST PART, AND L - CAST ILLO R Son HEREINAFTER, DESIGNATED AS THE CONTRACTOR, PARTY OF THE SECOND PART. WITNESSETHe THAT THE PARTIES HERETO DO MUTUALLY AGREE AS FOLLOWS; I. FOR AN IN CONSIDERATION OF THE PAYMENTS AND AGREEMENTS HEREINAFTER MENTIONED TO BE MADE AND PERFORMED BY THE CITY, THE CONTRACTOR AGREES WITH THE CITY TO FURNISH ALL MATERIALS AND LABOR FOR THE CONSTRUCTION OF WATER MAIN REPLACEMENT PROGRAM 1965 -66 (C -966) AND TO PERFORM AND COMPLETE IN A GOOD AND WORKMANLIKE MANNER ALL THE WORK PERTAINING THERETO SHOWN ON THE PLANS AND SPECIFICATIONS THEREFOR, TO FURNISH AT HIS OWN PROPER COST AND EXPENSE ALL TOOLS, EQUIPMENT, LABOR pr NO MATERIALS NECESSARY THEREFOR, (EXCEPT SUCH MATERIALS, IF ANY, AS IN THE SAID SPECIE(CATIONS ARE STIPULATED TO BE FURNISHED BY THE CITY), AND TO DO EVERYTHING REQUIRED BY THIS AGREEMENT AND THE SAID PLANS AND SPECIFICATIONS. Z•; FOR FURNISHING ALL SAID MATERIALS AND LABORy TOOLS AND EQUIPMENT, AND DOING ALL THE WORK CONTEMPLATED AND EMBRACED IN THIS AGREEMENT, ALSO FOR ALL LOSS,AND DAMAGE ARISING OUT OF THE NATURE OF THE WORK;4FORDSAID1 OR FROM THE 'ACTION OF THE tLEMENTS, 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- SCRIPTIbN CONNECTED WITH THE WORK; ALSO, FOR ALL EXPENSES INCURRED BY OR IN CONSEQUENCE OF THE SUSPENSION OR DISCONTINUANCE OF WORK, EXCEPT SUCH AS IN SAID SPECIFICATIONS ARE EXPRESSLY STIPULATED TO BE BORNE BY THE CITY AND FOR WELL AND FAITHFULLY COM- PLETING 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 THEREFOR THE LUMP SUM PRICE; OR IF THE BID IS ON THE UNIT PRICE BASIS, THE TOTAL PRICE FOR THE SEVERAL ITEMS FURNISHED PURSUANT TO THE SPECIFICATIONS, NAMED IN THE BIDDING SHEET OF THE PROPOSAL, AS THE CASE MAY BE. 3• THE CITY HEREBY PROMISES AND AGREES WITH THE SAID CONTRACTOR TO EMPLOYy.AND DOES HEREBY EMPLOY THE SAID CONTRACTOR TO PROVIDE THE MATERIALS AND TO DO THE WORK ACCORDING TO THE TERMS AND CONDITIONS HEREIN CONTAINED AND REFERRED TO FOR THE PRICE AFORESAID, AND HEREBY CONTRACTS TO PAY THE SAME AT THE TIME, IN THE MANNER AND UPON THE CONDITIONS SET FORTH IN THE SPECIFICATIONS, AND THE SAID PARTIES FOR THEMSELVES, THEIR HEIRS; EXECUTORS, ADMINISTRATORS, SUCCESSORS AND ASSIGNS, DO HEREBY AGREE TO THE FULL PERFORMANCE Of THE COVENANTS HEREIN CONTAINED. •• 4. THE NOTICE TO.BIDDERS, INSTRUCTIONS TO SIDDERS, CONTRACTOR °S.PROPOSALy AND THE PLANS AND SPECIFICATIONS, AND ALL AMENDMENTS THEREOF, WHEN APPROVED BY THE PARTIES HERETO, OR,WHEN REQUIRED BY THE CITY IN ACCORDANCE WITH THE PROVISIONS OF THE PLANS AND SPECIFICATIONS, ARE HEREBY INCORPO)t ATED IN AND MADE PART OF THIS AGREEMENT. . 0 PAGE 12 5. 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 LOSS, DAMAGE, INJURY AND LIABILITY OF EVERY KIND, NATURE AND DESCRIPTION, DIRECTLY OR INDIRECTLY ARISING FROM THE PERFORMANCE OF THE CONTRACT OR WORK, REGARD- LESS OF RESPONSIBILITY FOR NEGLIGENCE AND FROM ANY AND ALL CLAIMS, LOSS, DAMAGE) INJURY AND LIABILITY, HOWSOEVER THE SAME MAY BE CAUSED, RESULTING DIRECTLY OR .IN- DIRECTLY.FROM'THE NATURE OF THE WORK COVERED BY THE CONTRACT, REGARDLESS OF RE- SPONSIBILITY FOR NEGLIGENCE. IN WITNESS WHEREOF, THE PARTIES HERETO HAVE CAUSED THIS CONTRACT TO BE EXECUTED THE DAY AND YEAR FIRST ABOVE WRITTEN. ATTEST: CITY CLERK APPROVED AS TO FORM: CITY OF NEWPORT BEACH, CALIFORNIA BY 0, MAYOR L. CASTILLO & SON CONTRACTOR (SEAL) Leonard Castillo, Partner TITLE BY Leon and Castillo, Jr.,, eartner TITLE SPECIAL PROVISIONS Ul CONTRACT NO. 966 WATER MAIN REPLACEMENT PROGRAM OF 1965 -66 I. SCOPE OF WORK THE WORK TO BE DONE UNDER THIS CONTRACT CONSISTS OF CONSTRUCTING NEW WATER MAINS AND APPURTENANCES AND THE- iURNISHING OF ALL LABOR, EQUIPMENT, TRANSPORTATION, WATER, AND MATERIALS NECESSARY TO COMPLETE ALL WORK AS SHOWN ON THE PLANS, CfTY OF NEWPORT BEACH DRAWING N0. W- 5034 -S, AND IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE CITY OF NEWPORT BEACH AND THESE SPECIAL PROVISIONS. II. TIME OF COMPLETION THE CONTRACTOR SHALL COMPLETE THE WORK WITHIN 120 CALENDAR DAYS FROM THE DATE OF EXECUTION OF THE CONTRACT BY THE CITY. 111. PIPING MATERIAL 31LL WATER MAINS, UNLESS OTHERWISE SPECIFIED, SHALL BE ASBESTOS CEMENT WATER PIPE CON- FORMING TO SECTION 19 -02 OF THE STANDARD SPECIFICATIONS. THE PIPE SHALL BE INSTALLED AT A MINIMUM OF 30" COVER, EXCEPT AS INDICATED ON THE PLANS OR AS DIRECTED BY THE ENGI NtER. IV. CAST2!Ba PIPE AND FITTINGS (MODIFIED PARA. 5, SECT. 19 -02 OF STD. SPEC.) CAST IRON PIPE, UNLESS OTHERWISE SPECIFftD, SHALL BE CLASS 150, FEDERAL SPECIFICA- TIONS NO. WW- P -421P, STANDARD WEIGHT, TWIN CEMENT -LINED WITH BELL AND SPIGOT END CON - NECTIONS. CAST IRON FITTINGS SHALL BE SHORT BODY, CEMENT LINED IN CONFORMANCE WIT* ASA STAND- ARD A21.4 WITH RUBBER RING OR HUB ENDS, AND SHALL CONFORM TO THE REQUIREMENTS OF ASA STANDARD A.21.106 ALL RUBBER RING JOINTS SMALL CONFORM TO THE PIPE MANUFACTURER'S SPECIFICATIONS AND SHALL BE FREE FROM ROUGH SPOTS AND SHARP EDGES. FLANGED FITTINGS SHALL CONFORM TO ASA STANDARD B16.I. V. VALVES AND FITTINGS ALL GATE VALVES SHALL HAVE EVEROUR, NIVEE, OR SILNIK, FLOW ZINC ", NON - RISING STEMS, OR ANY APPROVED EQUAL HAVING THE PERCENTAGE Oh ZINC, BY WEIGHT, NOT EXCEEDING SIX PERCENT. ALL VALVES AND FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFI- CATIONS, EXCEPT THAT NO CAULKED JOINTS WILL BE'PtRMITTED WITH ASBESTOS CEMENT PIPE. RUBBER RING ENDS SMALL CONFORM TO THE PIPE MANUFACTURERS SPECIFICATIONS. ALL DEAD - END FLANGED OUTLETS SHALL BE EQUIPPED WITH A SUIND FLANGE. VI. FIRE HYDRANTS THE PRICE PAID PER FIRE HYDRANT INSTALLED SHALL INCLUDE STAND PIPE, PIPE CONNECTOR, AND ANCHOR BLOCK, ALL IN ACCORDANCE WITH STD- 50ILL. THE 4° STANDPIPE AT THE RESER- VOIR SITE SHALL BE .TAMES .TONES J -378 -B OR EQUAL. SEPARATE PAYMENT WILL BE MADE FOR THE PIPE AND THE VALVE LEADING FROM THE MAIN TO FIRE HYDRANT AT ALL LOCATIONS. _ . SP -2 VII. CONNECTIONS TO EXISAIMAINS AS SHOWN ON THE PLANS, CONNECTIONS TO EXISTING SHUT DOWN MAINS SHALL BE MADE BY MEANS OF A SLEEVE -TYPE COUPLING. CONNECTIONS BETWEEN NEW MAINS AND EXISTING LATERAL MAINS SHALL HAVE ALL FLANGED JOINTS BETWEEN THE NEW MAIN AND THE VALVE WHEN A NEW VALVE IS CALLED FOR ON THE PLANS. INTERFERING PORTIONS OF EXISTING WATER FACILITIES SHALL BE REMOVED AS REQUIRED. AT THE LOCATIONS WHERE THE CONTRACTOR IS INSTRUCTED TO CUT AND PLUG AND REMOVE EXISTING GATE VALVES, ANY SHORT NIPPLES SHALL BE REMOVED A PLUG INSTALLED IN THE EXISTING TEE OR CROSS, AND A CONCRETE THRUST BLOCK PLACED BEHIND THE PLUG. NO SEPARATE PAY- MENT WILL BE MADE. THE CONTRACTOR SHALL INFORM, IN WRITING, THE ENGINEER AND ALL RESIDENTS AFFECTED TWO DAYS IN ADVANCE WHERE IT WILL BE NECESSARY TO SHUT DOWN ANY PORTION OF THE EXISTING SYSTEM IN ORDER TO CONNECT NEW MAINS. THE CONTRACTOR SHALL MAINTAIN EXISTING MAIN AND HOUSE CONNECTIONS IN SERVICE UNTIL THE NEW MAIN HAS BEEN PRESSURE TESTED, CHLORINATED, AND APPROVED BY THE ENGINEER FOR USE. VIII. HOT -TAP CONNECTIONS HOT -TAP CONNECTIONS SHALL BE MADE BY MEANS OF FACTORY MANUFACTURED MECHANICAL TAP- PING SLEEVES. THE CONTRACTOR PERFORMING THE HOT -TAP OPERATIONS SHALL HAVE A MINI- MUM OF 5 YEARS EXPERIENCE IN THAT TYPE OF WORK AND SHALL BE APPROVED BY THE CITY. THE PRICE PAID FOR THE TAPPING SLEEVE AND GATE VALVE WILL INCLUDE ALL WORK FOR THE ITEM COMPLETE IN PLACE. IX. WATER SERVICE THE WORK INCLUDED IN THIS ITEM INVOLVES RECONNECTING ALL EXISTING SERVICES TO THE NEW MAIN. ALL WORK SHALL BE DONE IN ACCORDANCE WITH STANDARD PLAN STD -503 -L OR STD -513- L. NO SEPARATE PAYMENT WILL BE MADE FOR WATER SERVICE TRENCH RESURFACING. THE CONTRACTOR SHALL USE ALL NEW MATERIAL BETWEEN THE NEW MAIN AND EXISTING METERS. THE EXISTING 3/4" METERS SHALL BE RECONNECTED AND THE METER BOX REUSED. THE SERVICE PIPE SHALL BE I" DIAMETER TO THE EXISTING METER (INCLUDING ANGLE STOP) UNLESS OTHER- WISE SHOWN ON THE PLANS. SOLDERED CONNECTIONS SHALL BE USED IN LIEU OF FLARED FITTINGS. THE PRICE PAID FOR WATLm SERVICES I" DIAMETER OR SMALLER WILL BE MADE FOR I" WATER SERVICE CONNECTIONS. FOR IL" OR 2" WATER SERVICES PAYMENT WILL BE MADE FOR 2" WATER SERVICE CONNECTIONS. X. TESTING RUBBER RING JOINTS IN ASBESTOS CEMENT PIPE NEED NOT BE EXPOSED DURING TESTING. ALL OTHER TYPES OF JOINTS AND ALL SERVICE CONNECTIONS SHALL BE LEFT EXPOSED DURING TESTING OPERATION. XI. TRENCH EXCAVATION THE SECOND SENTENCE OF THE SECOND PARAGRAPH TO SECTION 16 -o4 OF THE STANDARD SPECI- FICATIONS IS MODIFIED AS FOLLOWS: - = • SP -3 XI. TRENCH EXCAVATION (CoNT- D) ...."EXCEPT AS ALLOWED BY THE ENGINEER, THE TRENCH AT THE END OF EACH DAY SHALL NOT BE EXCAVATED MORE THAN 25 FEET IN ADVANCE OF THE PIPE LAYING NOR LEFT UNFILLED FOR MORE THAN 25 FEET WHERE THE PIPE HAS BEEN LAID." SPECIAL CARE SHALL BE TAKEN TO PREVENT TRENCH CAVING. UNDERMINED PAVEMENT SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE. XII. TRENCH BACKFILL THE CONTRACTOR SHALL COMPACT THE TRENCH IN ACCORDANCE WITH SECTION 16 -07 OF THE STANDARD SPECIFICATIONS USING WATER AND /OR WHATEVER SUPPLEMENTARY MEANS ARE NECES- SARY, SUCH AS VIBRATORY COMPACTORS OR ROLLERS, MECHANICAL TAMPERS) CONCRETE VIBRA- TORS, ETC. TO ACHIEVE A UNIFORM COMPACTION OF NOT LESS THAN 90% AND TO POSITIVELY PREVENT ANY TRENCH SETTLEMENT. XIII. TEMPORARY PAVEMENT REPLACEMENT THE CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY PAVEMENT IN THE TRENCH IN PAVED ALLEYS AND STREETS AND AT OTHER LOCATIONS AS DIRECTED BY THE ENGINEER. THE TEMPOR- ARY PAVEMENT SHALL CONSIST OF BITUMINOUS SURFACING I -INCH MINIMUM THICKNESS AND SHALL BE COMPACTED WHEN PLACED WITH A SMALL ROLLER OR OTHER MEANS APPROVED BY THE ENGINEER. THE PRICE PAID PER LINEAR FOOT OF TEMPORARY PAVEMENT IN TRENCH SHALL INCLUDE FULL COMPENSATION FOR THE PLACEMENT, MAINTENANCE, AND REMOVAL OF THE BITUMINOUS SURFACING. XIV. PERMANENT PAVEMENT REPLACEMENT THE PAVEMENT IN TRENCH AREAS SHALL BE REPLACED IN ACCORDANCE WITH SECTION 16 -08 OF THE STANDARD SPECIFICATIONS EXCEPT AS FOLLOWS: A. SEPARATE PAYMENT WILL BE MADE FOR THE PERMANENT PAVEMENT REPLACEMENT. B. THE EXISTING CONCRETE PAVEMENTS IN STREET AREAS SHALL BE REPLACED WITH 6" THICK, CLASS A CONCRETE. C. IN ALL UNPAVED ALLEYS THE CONTRACTOR SHALL PLACE DECOMPOSED GRANITE AFTER COM- PLETING BACKFILL OPERATION. IT SHALL BE 3" THICK, COMPACTED TO 90% RELATIVE COM- CATION AND PLACED 4' ON EACH SIDE OF THE PIPE CENTER LINE. XV. 3" THICK AGGREGATE BASE (DECOMPOSED GRANITE) THE AGGREGATE BASE FOR THE TRENCH RESURFACING IN DIRT ALLEYS SHALL CONSIST OF COARSE AGGREGATE FREE FROM VEGETABLE MATTER AND OTHER DELETEREOU5 SUBSTANCE AND SHALL CON- TAIN THE FOLLOWING PERCENTAGE COMPOSITION BY WEIGHT: SEIVE SIZES PERCENTAGE PASSING 3/4" MAX. 1" - - - - - - - - - - - - - - - - - - - 100 3 /4ff -- - - - - - - - - - - - - - - - - - 9o- 100 No.4 - - - - - - - - - - - - - - - - - - - 35- 55 No. 30 - - - - - - - - - - - - - - - - - - - 10- 30 No. 200 - - - - - - - - - - - - - - - - - - - 2 - 9 SAND EQUIVALENT 30 MIN. DURABILITY INDEX 35 MIN. 0 • sP -4 XV. 3" THICK AGGREGATE BASE (DECOMPOSED GRANITE) (CONT'D) THE CONTRACTOR SHALL PRESENT THE ENGINEER A STATE CERTIFIED WEIGHMASTERIS CERTIFICATE STATING THAT THE AGGREGATE BASE TO BE USED MEETS THESE MINIMUM SPECIFICATIONS. XVi. TRAFFIC CONTROL AND WORK SCHEDULING THE CONTRACTOR SHALL MEET WITH THE ENGINEER TO SCHEDULE HIS WORK IN ORDER TO MINIMIZE OBSTRUCTING ACCESS TO ALLEYS AND DRIVEWAYS. BARRICADES MUST BE PROVIDED ADJACENT TO BOTH ENDS OF ALL ALLEYS DURING CONSTRUCTION AND PRIOR TO BACKFILL AND CONSTRUCTION OF THE TEMPORARY PAVEMENT. ALSO, THE CONTRACTOR SHALL SCHEDULE H15 WORK SO THAT NO CONSTRUCTION IS PERFORMED IN COMMERCIAL AREAS DURING THE EASTER HOLIDAYS AS DESIGNATED BY THE ENGINEER. RESIDENCES AFFECTED BY THE BLOCKING SHALL BE NOTIFIED IN WRITING 24 HOURS IN ADVANCE OF THE CLOSING OF AN ALLEY. THE CONTRACTOR SHALL MAINTAIN ONE LANE OF TRAFFIC ON ALL STREETS AT ALL TIMES. FLAG- MEN SHALL BE PROVIDED DURING CONSTRUCTION, ON ANY STREET WHEN, IN THE OPINION OF THE ENGINEERS THEY ARE REQUIRED FOR PUBLIC SAFETY OR CONVENIENCE. XVII. SEWER CROSSINGS WHERE THE WATER MAIN TRENCH CROSSES THE EXISTING SEWERS, THE CONTRACTOR SHALL PROVIDE FOR THE CONTINUOUS FLOW OF SEWAGE IN BOTH MAIN SEWERS AND HOUSE SEWERS. SEWAGE SHALL NOT BE PERMITTED TO ENTER THE WATER TRENCH AT ANY TIMES AND THE CONTRACTOR SHALL RE- PLACE ALL SEWERS DAMAGED DURING CONSTRUCTION AT HIS OWN EXPENSE. XVII1. EXISTING UTILITIES THE LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED IN THE FIELD AT TIME OF CON- STRUCTION. THE CONTRACTOR SHALL REQUEST EACH UTILITY COMPANY TO LOCATE THEIR UNDER- GROUND LINES PRIOR TO COMMENCING WORK. THE CITY DOES NOT GUARANTEE THE PRESENCE OR ABSENCE OF UTILITIES IN ANY LOCATION. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND UNCOVER THE EXISTING UTILITY LINES SUFFICIENTLY IN ADVANCE OF THE WORK TO DETERMINE THEIR LOCATION AND TO WORK AROUND THE UTILITIES AT HIS OWN EXPENSE. XIX. SALVAGE OF EXISTING FACILITIES THE EXISTING VALVES AND FIRE HYDRANTS SHALL BE CAREFULLY REMOVED OR REPLACED AS SHOWN ON THE PLANS AND SHALL BE DELIVERED TO THE CITY CORPORATION YARD AT 592 SUPERIOR AVE- NUE, NEWPORT BEACH CALIFORNIA. XX. CONDUCT OF WORK THE CONTRACTOR SHALL MAINTAIN THE JOB SITE IN A NEAT AND ORDERLY CONDITION AT ALL TIMES. ANY EXCESS SPOIL SHALL BE IMMEDIATELY REMOVED FROM THE JOB SITE. BACKFIL- LING AND CLEANUP SHALL FOLLOW IMMEDIATELY BEHIND PIPE LAYING EXCEPT AS REQUIRED FOR CHLORINATION AND TESTING. SPECIAL ATTENTION SHALL BE PAID TO DUST CONTROL. XXI. MEASUREMENT FOR THE BASIS OF PAYMENTS THE PIPE LENGTHS SHALL BE MEASURED AS FOLLOWS: 1. CENTERLINE OF COUPLING TO CENTERLINE COUPLING AND/OR VALVE 2. CENTERLINE OF VALVE TO CENTERLINE OF VALVE; 3. CENTERLINE OF VALVE TO CENTERLINE OF FIRE HYDRANT. 1 ' • • SP-5 XXII. PAYMENT WHERE APPLICABLE THE PRICES BID FOR THE VARIOUS ITEMS OF WORK SHALL INCLUDE FULL COM- PENSATION FOR ALL MATERIALS AND LABOR NECESSARY FOR CONSTRUCTION OF THE ITEM COMPLETE IN PLACE. PAYMENT FOR INCIDENTAL ITEMS OF WORK NOT SEPARATELY PROVIDED FOR IN THE PROPOSAL SHALL BE INCLUDED IN THE PRICE BID FOR OTHER ITEMS OF WORK. XX111. DELETION OF WORK THE CITY RESERVES THE RIGHT TO DELETE FROM THE CONTRACT ANY ITEMS OR TO INCREASE OR DECREASE THE QUANTITY OF ANY ITEM OR WORK. NO ADJUSTMENT IN CONTRACT PRICES WILL BE MADE BECAUSE OF THESE CHANGES NOR DO SUCH CHANGES CONSTITUTE EXTRA WORK. XXIV. GUARANTEE THE CONTRACTOR SHALL GUARANTEE FOR A PERIOD OF ONE YEAR, AFTER ACCEPTANCE OF THE CON- TRACT BY THE CITY COUNCIL, ALL MATERIALS AND WORKMANSHIP AGAINST ANY DEFECTS WHATSO- EVER. ANY SUCH DEFECTS SHALL BE IMMEDIATELY REPAIRED AT THE CONTRACTOR'S EXPENSE. NOTICE TO BIDDERS: • CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CONTRACT NO. 966 CONTRACT DOCUMENTS FOR WATER MAIN REPLACEMENT PROGRAM 1965 -66 ADDENDUM NO. 1 1. PLEASE REVISE THE PROPOSAL BY THE FOLLOWING: 1. CHANGE ITEM 9 TO THE FOLLOWING: "1 EACH 4" TAPPING SLEEVE AND 4" GATE VALVE" 2. CHANGE TOTAL OF ITEM 20 TO: "3AB LINEAR FEET 6" THICK CONCRETE TRENCH RESURFACING" 11. PLEASE REVISE THE SPECIAL PROVISIONS OF THE SPECIFICATIONS BY DELETING THE FOLLOWING SENTENCE IN PARAGRAPH IX: "SOLDERED CONNECTIONS SHALL BE USED IN LIEU OF FLARED FITTINGS." AND INSERT IN ITS PLACE THE FOLLOWING: "THE CONTRACTOR SHALL USE SILVER- SOLDERED CONNECT IONS "FOR: -1 '''D'IAMETER, OR LARGER WATER SERVICES AND FOR ALL COPPER SLEEVE TYPE CONNECTORS WHERE NEW PIPE JOINS THE EXISTING COPPER TUBING. FLARED FITTINGS SHALL BE USED FOR 1" DIAMETER OR SMALLER WATER SERVICES." 111. MODIFY SECTION 19 -09 OF THE STANDARD SPECIFICATIONS BY ADDING THE FOLLOWING SENTENCE: "AT THE OPTION OF THE CONTRACTOR, CHLORINE PELLETS OR TABLETS MAY BE USED TO DISINFECT THE PIPE LINES. ALSO AT THE OPTION OF THE CONTRACTOR, THE SPECIFIED 24 HOURS TIME FOR CHLORINATION MAY BE REVISED TO 2 HOURS PROVIDED A MINIMUM CHLORINE RESIDUAL OF 150 PPM IS MAINTAINED." IV- PLEASEI.REVISE THE PLANS BY THE FOLLOWING ADDITIONS AND CORRECTIONS: 1• SHEET 4 A. ON 38TH STREET I. DELETE "6 X 2 TEE" AND ADD % X 6 TEE WITH 2" TAPPED PLUG"; 2. DELETE "4" TAPPING SLEEVE AND 4" GATE VALVE ".AND ADD "4" X 4" TEE" i B• ON 37TH STREET, DELETE "6" X 4" TEE" AND C. ON 36TH STREET 1• DELETE "6" TEE WITH BLIND FLANGE "AND 2. DELETE "6" X 4" TEE" AND ADD "6" X 6 2. SHEET 5; ON MARCUS AVENUE: AL..ALLEY BETWEEN VALVE AND 6" X 4" REDUCER ". ADD "4" X 4" TEE"; ADD "6" X 6" TEE WITH ' TEE WITH 6" X 4" RED 34TH AND 35TH STREETS 2" TAPPED PLUG"; JCER °i ADD "4" GATE TRANSMITTED WITH THIS ADDENDUM ARE REVISED PRINTS OF SHEETS 4 AND 5 OF THE PLANS INDICATING THE ABOVE CHANGES. PLEASE INDICATE RECEIPT OF THIS ADDENDUM BY INSERTING A COPY WITH YOUR PROPOSAL OR SHOW DATE OF RECEIPT ON PROPOSAL. 1-26-66 �, BEN AM IN B. NOLANL CITY. EmuNE6R __ _ _ UNITED PACIFIC INSURANJCOMPANY 515 South Shatto Los Angeles 5, California a RECEIVED "< C1�' CLERK City of ewport Beach F; J(J 0 1966► City Clerk, City Hall — Newport Beach, California p Cm Of 2� EWPORT BEACH, CALIF. Contractor L. Castillo &Son _ _ — J ! F�' Owner or obligee City of Newport Beach CATRACT BOND STATUS INQUIRY Date lv6 Bond No. 492830 Eff. 2 -18 -66 Exp. 8 -18 -66 DED Contract No. and description Water Main Rnlacement Program 1965 -66 Contract price $ 175, 899.71 Our Company is Surety on the bond covering the above contract. Without prejudicing your rights or affecting our liability under our bond(s) described above, we would appreciate such of the following information as is now available. Please return this form in the enclosed addressed envelope. UNITED PACIFIC INSURANCE COMPANY IF CONTRACT COMPLETED, Please state: 1. Approximate date completed 3. Amount paid contractor 5. Final contract price including extras IF CONTRACT NOT COMPLETED, Please state: 1. Amount paid contractor to date 3. Approx. % contract completed 5. Is progress satisfactory? REMARKS: (If any) Date 8.1309 CONTRACT STATUS 11.63 _ J Smithdeal FIDELITY AND SURETY DEPARTMENT 2. Approximate date accepted 4. Retainage withheld 2. Earned retainage withheld 4. Probable date of completion 6. Have any liens or claims been filed? I Signed Address ;.:. ..: .......... l 111 j! L'Y aNil- v �. Y Lai ®. �ca Yawl R+iy7 r 'm z N O N G W U W W C IL <Z W p W N m W WC a o Z 6 a 0 0 W z N z U d IL a W F 3 00 O 0 W U LL 0 N 0 L In O O O a z 0 Lu J U W z N 0 J Z W Op r r w W W W r � t m ARGONAUT INSURANCE COMPANY CERTIFICATE fo HOME OFFICE: MENLO PA ALIFORNIA OF F1 ARGONAUT-SC UTHWESSURANCE COMPANY INSURANCE HOME OFFICE: BATON ROUGE, LOUISIANA This is to certify that the COMPANY designated above has issued to the named insured the policy(s) enumerated below, subject to all of the terms of such policy(s). In the event of any material change in or cancellation of the policy(s), :the COMPANY will make every effort to notify the certificate holder, but undertakes no responsibility of failure to do so. CERTIFICATE HOLDER AND ADDRESS NA*D INSURED AND ADDRESS . CITY OF NEWPORT BEACH CITY HALL 3300 W. Newport Blvd. Newport Beach, California If certificate holder is a loss payee with respect to the described auto, check here Is L. CASTILLO AND SON P. 0. Box 215 Vista, California POLICY NUMBER KIND OF INSURANCE AND COVERAGES LIMITS EXPIRATION CC20 -201- WORKMEN'S COMPENSATION Statutory 4/1/67 042833 EMPLOYER'S LIABILITY f 20 QOQ 000 each occident BODILY INJURY LIABILITY E ,000 each person — EXCEPT AUTOMOBILE • f , 000 each accident f . 000 each occurrence $ , 000 aggregate products PROPERTY DAMAGE LIABILITY f , 000 each accident — EXCEPT AUTOMOBILE $ , 000 each occurrence $ , 000 aggregate operations $ , 000 aggregate protective $ , 000 aggregate products f , 000 aggregate contractual BODILY INJURY LIABILITY f ,000 each parson — AUTOMOBILE $ , 000 each accident f , 000 each occurrence PROPERTY DAMAGE LIABILITY S ,000 each accident — AUTOMOBILE • S , 000 each occurrence MEDICAL PAYMENTS — AUTOMOBILE $ each person PHYSICAL DAMAGE — AUTOMOBILE— ACTUAL CASH VALUE UNLESS OTHERWISE STATED COMPREHENSIVE $ COLLISION OR UPSET LESS $ deductible 1 FIRE AND THEFT $ IF COMPREHENSIVE LIABILITY, CHECK HERE 0 -- Description of Operations, Locations, or Automobiles Covered; or Additional Coverages; or Special Condition. _ JOb: Water Main Replacement Program 1965 -66 PRODUCER AND ADDRESS_ • DATED AT uwo, eta F� _ GROSS INSURANCE FOR EVERY NEED ARGONAUT INSURANCE COMPANY ARGON AUT-SOUTHWEST INSURANCE COMPANY Presde t . ON 3! l/ 66 19� } Secretary - APPROVED AS TO FORM Date -. G CNY RNEY �weti CERTIFICATE OF INSURANCE City of Newport Beach City Hall 3300 W. Newport Blvd.yyc Newport Beach, California THIS IS TO CERTIFY as to the existence of insurance with Harbor Insurance Company,-as described below: - Name of Assured: L. Castillo & Son A Address of Assured: P. G. Box 215, Vista, Call "flYrnia Location of Risk California - Job! Water Main Replacement Program 1965 -66 Kind of Insurance: Comprehensive General Liability - Policy No. 10H533 period from February 9, 1966 to February 9, 1967 Limits: Bodily Injury each person $ 100000, = each accident. s 300,000. aggregate $ 300,000. Property Damage_ each accident s 25,000. aggregate $ 50,000. Kind of Insurance: Policy No. period from Limits: Bodily Injury each person each accident Property. Damage. —each accident Kind of Insurance: - Policy No. period from to i Limits: - - •` It is hereby understood and agreed that the certificate holder will be given ten (10) days written notice before any reduction of coverage or I cancellation of this insurance is effective. , by registered mail to the City Clerk of City of Newport Beach, City Hall, Newport Beach, California Dated at Los Angeles this 18th dayof February 1966 SW EI7 & CRAW FORD Allen Jayne, Aut o f d epresentative BY W •� U 6082 HSds IOM 5-64 Pda #n "A. ' ..•,,� It is agreed that the City of Newport Beach, its officers and employees, while acting within the scope of their-duties are named herewith as additional insureds under the policy against all.claims arising out of or in connection with the water main replacement "program 1965 -66 !',P`0VED AS fir... ..� iz�A: 1 SI'i[a ♦._L in r i fin:. r.lac -.. F sturn, to: .aura Lagios,`Adting City G City of Newport Beach 3300 Newport Blvd. Newport Beach, Calif. 16391 BGG ;8061 r „c 22 NOTICE OF COMPLETION PUBLIC WORKS RECORDED AT REQUEST OF CM OF NEWPORT BFya IN OFFICIAL_ RECORDS OF ORANGE COUNTY, CALIF. 9:05 AM SEP 28 1966 L WYLIE CARLYLE County Rewrdet FREE To All Laborers and Material Men and to Every Other Person Interested: YOU WILL PLEASE TAKE NOTICE that on the Public Works project consisting of water main on which L. C was the contractor, was the surety, was I, the undersigned, say: Pac 21, 1966 CITY OF NEWPORT BEACH Dir 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 September 27. 1966 at Newport Beach, California. r, — n VERIFICATION I, the undersigned, say: I am the City Clerk of the City of Newport Beach; the City Council of said City on September 26, 1966 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 September 27, 1966 at Newport Beach, California. . I . L ` RE�EIVFp 3. SEPTEMBER 26, 1966 T0: CITY COUNCIL. FROM: PUBLIC WORKS DIRECTOR SUBJECT: ACCEPTANCE OF WATER MAIN REPLACEMENT PROGRAM, 1965 -66 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 WATER MAIN REPLACEMENT PROGRAM, 196566 HAS BEEN COM- PLETED TO THE SATISFACTION OF THE PUBLIC WORKS DEPARTMENT. THE BID PRICE WAS: $175,899.71 AMOUNT OF UNIT PRICE ITEMS BID: 176,182.19 AMOUNT OF CHANGE ORDERS: 11018.11 TOTAL CONTRACT COST: 177,200.30 AMOUNT ORIGINALLY BUDGETED IN ACCOUNT #50 -9297 -041, 043, 047, AND 050 182,000.00 THE MAJORITY OF THE COST INCREASE WAS DUE TO REPLACING A 2i -INCH LINE IN CHANNEL PLACE ON NEWPORT ISLAND AS APPROVED BY THE CITY COUNCIL ON MAY 23, 1966. IN ADDITION, AT MANY LOCATIONS, THE EXISTING FITTINGS WERE DIFFERENT FROM THOSE SHOWN ON THE RECORDS. EXTRA WORK ORDERS WERE ISSUED TO COVER THE CONTRACTOR'S COSTS IN MODIFYING THE PLANNED CONNECTIONS AT THESE LOCATIONS. THE CONTRACTOR IS L. CASTILLO AND SON OF ESCONDID02 CALIFORNIA. THE ORIGINAL DATE OF COMPLETION WAS JULY 2, 1966. AT THE CITY 'S REQUEST, THE CONTRACTOR DID NOT WORK FOR THE TWO WEEKS OF EASTER VACATION. THE TIME REQUIRED FOR PERFORMING THE EXTRA WORK AMOUNTED TO 7 DAYS. THE PROJECT WAS SUBSTANTIALLY COMPLETE AND ALL MAINS IN SERVICE BY JULY 211 1966. THIS CONTRACT COMPLETES THE REPLACEMENT OF THE MOST CRITICALLY DEFICIENT OF THE WATER FACILITIES IN THE WEST NEWPORT - BALBOA AREAS. COUNCIL: Q -a6 -6G J SEPH Ka D I N CLOG (/ 4 P BLIC K3 DIRECTOR FIL ` a Yl :NAJ1�( %r� JUNC 80 1966 Was Lco E. 0"ARo HAYWARD LUNKR i IWCSTMZW CGMPNW P.O. Box 3606 Tgmiu . AIRKE LOS ARKLts M CAL1ramiA DEAR MR. HUOSAROI TOUR LtTTCR Or JUNE IN 19"N CONCCRMING THE CONDITION Or THE ALLEY BEHIND 115 • %10TH STREET MAO OttN RErERRco TO This orricc PW A REPLY. TUC PAYMENT REPLACEMENT AS WELL As THE WATER MAIM INSTALLATION is KING DOME sY A PRIVATE CONTRACTOR UMOts CONTRACT WITH THE CITY or NEWPORT BEACH. TNC WORK INCLUKD IM THE WATER MAIM RCPLACCMCUT CONTRACT IM This AREA 15 STILL IM PROSKSS AND HM MOT KEN COMPLCTto. THAT PORTIsN or TUC ALLEY OUSPACE RErcRRCD TO /M YOUR LCTTCR AS OCING IM A KPLORAGLC CONDITION IS ONLY TNC OAK COURK or ASPHALT. THIs OAK Comat NAs seem INSTALLED TO PROVIDE Access TO rut ADJOINING PROPERTY DWRING TUC CONSTRUCTION PERIOD AIR/ TO ASSOIID ANY INITIAL KTTLtMENT THAT MIGHT TARt PLACE• Tug rIMAL RESTORATION Or TUC ALLEY SURrACC WILL K COMPLCTCD APTtR ALL Or THE SCRVICIS NAVE KCM RECONNECTED AND TCSTCO. Ir YOU ARE 010SATISfitO WITH The CONDITION Or TUC ALLEY ArTER THE r /UAL PATCHING IS COMPLETION ►LEAK rCEL rocs TO CONTACT PAT DuMISAU OR Ken PERRY Or THIS or►1ct AT 673 -2110N CXTCUSIOU 26N AND ARRANGEMENTS WILL u MADE TO TARE WHATEVER CORRCCTIVC MEASURES ARE NECtSSARV. VERY TRULY YoURsN JoKPM T. DIYLIN Pm IC MORRs DIRECTOR ADINAJ CC$ CITY MANAGER CITY OPNEWPORT BEACH - PUBLIC WORKS DEIRTMENT MEMO TO rC//.3GtG / /�2�c -.S' U/2� -T7J2 DATE FROM: SUBJECT:� 9g- i• / / / /.�f /�iJ•fi/ COPIES TO: PUT IT e -9, C.- -r- 44,L�` SIGNED YlI � ✓,: n. IN WRITING. . . .WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS s [r.P.TOW CLTTNC •� ��W ' OPONN DELNNO , F <onv vo y� LAN... LA....TEP L N[WroPT.9 GENERAL OFFICES A. .AN CEPNAPDII.J VAN ORVILL DD P. O. Box 3606 (TominEl Ann.x) vAN O.V A 2TA Lo. An,.4s 54, C.liio,ni. ' .0 NA. AAI.. June 1, 1966 City Manager Harvey L. Hurlburt City Hall, 3300 Newport Blvd. Newport Beach, California Dear Sir: I own property at 115 - 40th Street and wish to call your attention to the very poor condition, that the Water Department left, of the alley between 40th and 41st between Newport Blvd. and Seashore Drive. We are still paying on the bonds for the new pavement put in three or four years ago and it is now in a deplorable condition. Please have them put it in as good a condition as it was before they put in the new water pipes. r Your6 've iEH:w�. �/ ` �-' Leo E. Hubbard :7t I 726 -2166 07 746 -1611 In Account With L. Castillo & Son Licensed Contractor SEWERS — WATER LINES P. O. Box 215 Vista, Calif ........... J 19 . - -. Gtt' 13, 1966 Pw= -VMS DitPA"Ol i1R - - - - Attentim r - °:. .III ................. atsat batmm Mamas wd l*raw w d MPLM tatmete $9s s*f f96% s 1.00 tw. JULY 291 1966 L. CASTILLO & SON P. 0. Box 215 VISTAS CALIFORNIA - -..__ SUBJECT: TRENCH RESURFACING CONTRACT NO. 966 GENTLEMEN: IN REFERENCE TO YOUR LETTER OF JULY 23, 19665 THE PUBLIC WORKS DEPARTMENT DOES NOT AGREE WITH YOUR INTERPRETATION OF THE SPECIFICATIONS RELATING TO THE PAYMENT FOR WATER SERVICE TRENCH RESURFACING. THE SENTENCE "NO SEPARATE PAYMENT WILL BE MADE FOR WATER SER- VICE TRENCH RESURFACING" WAS INCLUDED IN PARAGRAPH IXS "WATER SERVICES" OF THE SPECIAL PROVISIONS IN ORDER TO INFORM THE CONTRACTOR THAT PAYMENT FOR ALL WORK NECESSARY TO INSTALL A WATER SERVICE WOULD BE INCLUDED IN THE PRICE PAID FOR THAT ITEMS AND THAT NO SEPARATE OR ADDITIONAL PAYMENT WOULD BE MADE FOR THE TRENCH RESURFACING ASSOCIATED WITH THE WATER SERVICE INSTALLATION. A CAREFUL EXAMINATION OF THE QUANTITIES IN THE PROPOSAL SUB- STANTIATES THE FACT THAT NO ADDITIONAL PAYMENT WAS INTENDEDS AND THAT THE TRENCH RESURFACING PAY ITEMS RELATE TO THE MAIN LINE TRENCHING ONLY. ITEM N0. PIPE LINE CONSTRUCTION LENGTH 2. 4" MAIN 441 FT. 33. 6" MAIN 125600 11. 8" MAIN 3, 0 5. 12" MAIN _5 TOTAL LENGTH 169836 FT. L. CASTILLO & SGN 2. 7"29-66 CONTR4CT No. 966 `4TEM NO. TRENCH RESURFACING LENGTH 17. 3" D. G. 3044 FT. 19. 3" A.C. /4" iI.s. s,j6 20. " CONCRETE -L8m SUBTOTAL LENGTH 15,665 FT. PLUS NOTH OF PIPE AT RESERVOIR AREA rao RESURFACING) 1,165 FT. TOTAL LENGTH 160830 FT. ALSO, IT IS FELT THAT IF ANY SERIOUS CONFUSION EXISTED REGARDING THESE PAY ITEMS THAT TNIS MATTER SHOULD HAVE BEEN CLARIFIED PRIOR TO THE OPENING OF BIDS. IT IS OUR OPINION THAT THE SPECIFICATIONS ARE CLEAR AND DEFINITE, AND THAT NO ADDITIONAL PAYMENT IS INDICATED FOR THE SUBJECT WATER SERVICE TRENCH RESURFACING. VERY Y TRULY YOURS, 4*1 BENJAMIN B. NOLAN ASST. PUBLIC WORKS DIRECTOR MJA:VR L. CASTILLO 471 PALM DR. 726 -2166 L. CASTILLO, JR. 584 BARSBY 724-]045 0 0 L. Castillo & Son LICENSED CONTRACTORS SEWERS - STORM DRAINS - PIPELINES P. O. BOX 215 VISTA, CALIFORNIA July 232 1966 Mr. M. Anderson, City NAgineer City of Newport Beach 3300 W. Newport Blvd, Newport Beach, Calif. Re: Contract #966 - Water Main Replacement Program of 1965 -66 (1) Special Provisions 2) Schedule of Unit Prices Dear Mr. Anderson: YARD AND OFFICE: 929 WEST GRANT ESCONDIDO, CALIF. 745-1!11 The schedule of unit prices, Items 19 & 20 provide payment for permanent trench resurfacing. The special provisions, paragraph XIV makes no distinction between re- surfacing over mains and over laterals. Also in the special provisions, paragraph IX, the last sentence reads, "No separate payment will be made for water service resurfacing ". Our interpretation based on the above stipulation is that payment for resurfacing over the laterals will be made under the regular pay items 19 & 20, and that there is no separate pay item for resurfacing over laterals. To date Jack Farrar, the resident inspector, has not paid us for permanent resurfacing placed over water services. As the time for final measurement of quantities draws near, this discrepancy should be resolved soon. LC:vs Yours very truly, L. CASTiLIA SO RECEIVED JUL 261966 PUBLIC WORKS DEPT. C O S TPUC T/ Oil/ 7/Orff ( .2(5MOvE s' OF EX/5 T. COA/c, D/Plve- A1010ROACI -1 C0AYZr2UCT T ePE '8'. CURES Pe-l.? STD -108-L Q CO2/ST:?UCT S /DEWAtK IMATCN R- x/3P,). (4) REoC DAJ5 TR?LIC.T POR7-10AJ OFD DRIVE APPROACH TO BAL &OJT � BL VD. I 2T. ..2.2 Z3_ "/ a m 2 I ee I f TO 5E,4 5h10RE DIP /VE CITY OF NEWPORT B • A• 1A. 1A . /. rl.� f1T�I PEPL A C EME.t/ T OF SOCK 3Ji �' " -10A/ 0 h� i0- �Q ._exist. aQ/cz AZ AAJTE:P ' 9 EX79f l3/F/VE APPQ. DATE a " y _. __ APPROVED PUBLIC WORKS DIRECTOR one ne: CITY OF N*_ T BEACH - PUBLIC WORKS DEPARIOT —r— PROGRESS PAYMENT REQUEST NO. FIYAL IQ% FOR PERIOD ENDING srr"r, 9_ 19"-- BUDGET N0. X0.9297.0$1 CONTRACT NO. 9� r ITEM NO. I CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED ORIGINAL CQ N*RArT EXTRAS Ti? DATE CONTRACT ' TO DATE AMOUNT EARNE' 177,200.30 LESS 10% RE-ENT ;ON LESS PRE VIOU., PAYMENTS 1599480.27 AMOUNT D;iE TH 1 s REQUEST' 17,720-03 SEND PAYMENT TO$ L. CASTILLO AND SON 929 W GRANT AVENUE EscoNDIDO, CALIIORNIA I HE RE6Y CE"R? IFFl THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. S IGNEDZ /_ � , _,;% / S IGNED �. LNG WEER N - R.4 CT'OR BY I e CITY OF NEWPORT BEACH PUBL IC WORKS 000' RTMENT CHANGE ORDER NUMBER. 4 CONTRACT WATER MAIM R[PLACEMENT PROGRAM) 196546 CONTRACT NUMBER 966 CONTRACTOR L. CASTILLO AND SON AT VARIOUS LOCATIONS EXISTING CONDITIONS WERE FOUND TO BE SONEWHAT DIFFERENT FROM THOSE SHOWN ON THE PLANS, I.E. PIPE SIZESS TYPES OF FITTINGSO ETC. IT WAS AGREED THAT THE CONTRACTOR WOULD BE PAID FOR ttR! COST OF THE ADDITIONAL FITTINGS REQUIRED DUE TO THESE CHANGED CONDITIONS. THE TOTAL COST OF THESE rITTINGSj PER BILL OF MATERIALS AND IIRICES SUBMITTED ISS $428.46 SIGNED: '- DATES G =6 .-6 E; _j CONTRACTORS__. BY: ' C DATES '- CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CHANGE ORDER NUMBER: 3 CONTRACT : WATER MAIM REPLACEMENT PROGRAM; 1965 -66 CONTRACT NUMBER : 966 CONTRACTOR . L. CASTILLO AND SON AT THE INTERSECTION OF 19TH STREET AND COURT STREETS THE PLANS CALLED FOR CONNECTION TO AN EXISTING TEE. UPON EXCAVATION AT THIS LOCATION A 90- DEGREE BEND WAS FOUND INSTEAD OF THE TEEb REMOVE THE EXISTING BEND AND INSTALL A 6 X 6 X 6 TEE AND 2 EA & INCH FLEXIBLE COUPLINGS. THE COST FOR MAKING THIS CHANGE IS: $io2.54 DATE: CONTRACTOR: j BTa Cx is DATE: L� o I/ CITY OF NEWPORT LEACH PUBLIC WORKS DEPARTMENT CHANGE ORDER NUMBER: 2 CONTRACT : WATER MAIN REPLACEMENT PROGRAMS 1965 -66 CONTRACT NUMBER 966 CONTRACTOR : L. CASTILLO AND SON 1. AS DIRECTED CONSTRUCT A CONNECTION FROM THE NEW 8 —INCH MAIN TO THE EXISTING FIRE HYDRANT LINE ON VILLA WAY BETWEEN 29TH AND 30TH STREETS. THIS WORK SHALL BE DONE FOR THE LUMP SUM PRICE OF: $487.11. SIGNED BY /'.' �.!�/.e�/. —mot �. ,/� /- SIGNED BY ENGINEE/ -- CCONTRACTOR DATE F,y' -/! =�G DATE NVOKI CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CHANGE ORDER ND.: 1 PROJECT WATER MAIN REPLACEMENT PROGRAM 1965 -66 CONTRACTOR L. 'CASTILLO AND SON CONTRACT NO. 966 IN ORDER TO REPLAC'; A DEFICIENT 2" CAST IRON WATER MAIN ON CHANNEL PLACE FROM 38TH STREET TO THE RIALTO (ON NEWPORT ISLAND), PERFORM THE FOLLOWING EXTRA WORK AS DIRECTED BY THE LNG INEER) AT THE UNIT PRICES INDICATED BELOW: ITEM NO. DESCRIPTION QUANTITY ESTIMATED UNIT PRICE tXTENSION ESTIMATED 2 4" DIA. A.C.P. WATER MAIN 175 L.F. 3.96/LF $ 693.00 9 4" TAPPING SLEEVE AND 1 170.0 /EA. 170.00 4" GATE VALVE 16 1" DIA. COPPER WATER SERVICES 10 65.00 /EA. 650.00 18 1" THICK A. C. TEMPORARY 175 L.F. 0.30 /LF 52.50 TRENCH RESURFACING 20 6" THICK CONCRETE TRENCH 175 L.F. 2.15/LF 376.25 RESURFACING SIGNED f DATE ESTIMATED TOTAL $ 1,941.75 CONTRACTOR l 4./�I BY- DATE 4,1s, /, _ c,%46 CITY OF N*T'BEACH - PUBL4C;;:ORKS DEPAR NT.. AMOUNT EARNED PROGRESS PAYMENT REQUEST NO. 6.(FINA ) FOR PERIOD ENDING SEPTEMBER 10 1966 •• •� BUDGET NOSE& a&. m -5n- /l`' %- %/ CONTRACT NO. 944 ITEM No. I CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 1 2" SERVICE $ 4.8 LF 250 LF $ 1.212.90 2 A. C. 3.9 LF 6 1 2 " A. C. LF ..21 12 22 . " A. C. 1 12" A.C. 10.0 LF " G.V. .00 EA. EA. 0.0 " G.V. 100.00 EA. EA. 0. " G.V. -170-.00 EA. EA. 2 0. " X " T.S. & V. I O.00.EA. 2 EA. 0.00 10 FIRE HYDRANT 220.00 EA 12 EA. 2 0.00 11 " STAND PIPE 1 0.00 EA. EA. 00.00 12 " X ' T.S. & V. 230.00 EA, 12 EA. 2 0.00 I " X " T.S. & V. 0.00 EA. EA. 2 0.00 I " X ' T.S. & V. 0.00 EA. 1 EA. .00 1 16" X " T.S. & V. 00.00 EA. 2 EA. 1.000-00 I I" SERVICE .2 .00 EA. EA'. � I " A.B. TRENCH RESURFACING 1. 0 LF LF 20 . 0 1 I" A.C. TEMPORARY TRENCH RESURF. . 0 LF 2 1 LF I " A.C./4!' A.B. TRENCH RESURF. 2. 0 LF LF 20 2 20 " P.C.C. TRENCH RESURF. 2.1 LF 5,001 LF 10 .1 21 12 G.V. 300.00 Eq. 2 EA. 00.00 20" S V. :11.00 E • 9 6� C.O. #1 c. o. >92 C.o. ;P3 C.O. #4 487:11 102.54 428.46 ORIGINAL CONTRACT $175,899.71 EXTRAS TO DATE 1018.11 CONTRACT TO DATE 176,917.82 AMOUNT EARNED $ 0 /z AW LESS 10% RETENTION 4 e3 LESS PREVIOUS PAYMENTS 153,682.68 AMOUNT DUE THIS REQUEST 5 7,Oxh v O;w I x&.0,6 SEND PAYMENT T0: R.E C.E� E� L. CASTILLO AND SON 929 W. GRANT AVENUE SEP' 1 I9S6 ESCONDIDO, CALIFORNIA I HERESY CERTIFY THAT THE ABOVC AMOUNTS AND VALUES ARE CORRECT. S IGNED %L/�n T ;/ ENGINEERJ- PUBLIC WOhh� WX SIGNED �Z,( y r, Y B / CITY of `!PORT BEACH - PUBL {C..WORKS DEP4kMENT PROGRESS PAYMENT REQUEST NO. 5 FOR PERIOD END PROJECT: ATFR MAIN RFPI Ar FMFMT PPO( -PAM BUDGET NO•_V;CIX &�X 50- 9297 -0>}I CONTRACT ITEM ND. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED I 2" SERVICE $ 4.8 LF 275LF $ 1)333.75 2 " A.C. LF , o" A.C. LF I A.C. 5.21 0 LF i 12" A.C. 10.0 LF LF 2 " G.V. .00 EA. EA 0.00 " G.V. 100.00 EA. 2 EA 3,200.00 . 161, G.V. _ 1 0..00 EA.. 9 EA 12 0.00 " X .' T.S. & V. 1 0.00 EA. I EA. 1 0.00 10 FIRE HYDRANT 220.00 EA 11 EA. 22420.00 11 " STAND PIPE 1 0.00 EA. 4 EA 600.00 12 " X " T.S. & V. 230.00 EA. 12 EA 21-760.00 I " X " T.S. & V. 0.00 EA. 4 EA 1,400.00 I X " T.S. & V. 0.00 EA. LEA— 1. 300-00 1 ! X b " T.S. & V. 500.00 EA. 2 EA 1 000.00 ID I" SERVICE 65 00 EA. 606 EA. 39,520.00 17 " A.B. TRENCH RESURFACING I. 0 LF 2 41 LF II 0 1 I" A.C. TEMPORARY TRENCH RESURF• 0/LF 23 7 70 .10 19 A.C. /4!' A.B. TRENCH RESURF. 2.6o/LF 7546 LF 1.9.Eb 19. b.0. 20 " P.C.C. TRENCH RESURF. 2.1 LF 9,406.25 21 12" G.V. 00.00 EA. 2 EA 00.00 22 20" X T.S & V. :11.00 EA. 170,7501-53. ORIGINAL CONTRACT $175,899.71 EXTRAS TO DATE CONTRACT TO DATE $175,899.71 AMOUNT EARNED 170,758.53 LESS 10% RETENTION 17,075.85 LESS PREVIOUS PAYMENT: 1 ,029.15 AMOUNT D'JE THIS REQUEST 15,653.53 SEND PAYMENT TO: L. CASTILLO AND SON 929 W. GRANT AVENUE ESCONDIDO, CALIFORNIA HERESY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE C R T. i ENGINEE ' �I • il l CITY OF PORT BEACH PROGRESS PAYMENT REQUEST N0. 4 PROJECT: - PUBL(C,,WORKS DEPO:NT FOR PERIOD ENDING BUDGET N0. 9caxBaxca 50 -9297 -041 CONTRACT N ITEM No. I CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 1 2" SERVICE $ 4,8 LF 279 LF I-qql-75 2 ' A.C. LF A.C. • LF " A.C. .21 2 I 2 12" A.C. 10.0 LF .46. 70 " G.V. 00 EA. 4 EA. 340.00 " G.V. 100.00 EA. lq EA, —11900160— " G.V. 140.00 EA. 5 EA 700.00 " X " T.S. & V. 1 0.00 EA. 10 FIRE HYDRANT 220.00 EA 11 STAND PIPE 1 0.00 EA. 12 611 X ' T.S. & V. 2 0.00 EA. 10 EA, 2,3go.00 I " X " T.S. & V. 0.00 EA. 7 EA. 2,49 0 I " X " T.S. & V. 0.00 EA. 1 16" X " T.S. & V. 900.00 EA. 2 EA. 1 000.00 1 1" SERVICE 69.00 EA. 9 7 E .199.00 1 " A.B. TRENCH RESURFACING 1.40/LF iO LF j,008.6o 1 1" A.C. TEMPORARY TRENCH RESURF. YQ04LF I LF 997.00 19 A.C. A.B. TRENCH RESURF. 2. 0 LF - LF 19.228.20 20 " P.C.C. TRENCH RESURF. 2.1 LF 4 LF 21 12 G.V. 300.00 EA. E 00.00 22 20" X T.S & V. 1:1.00 EA. Q� 6 -zy_6c 153A65-72 ORIGINAL CONTRACT 175,899.71 EXTRAS TO DATE CONTRACT TO DATE $175,899.71 AMOUNT EARNED $153,365.72 LESS 10% RETENTION 15, 36.57 LESS PREVIOUS PAYMENTS 30.98 AMOUNT DUE THIS REQUEST $49,198.17 SEND PAYMENT TO: L. CASTILLO AND SON 929 W. GRANT AVENUE ESCONDIDO, CALIFORNIA 'iEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRE T. SIGNED. �( SIGNED � � y S74 _ 7�r ENGI NEW BY y:FF'AxI TOR,s CITY OF (PORT BEACH - PUBLIC VORKS`DEP;4jENT +, PROGRESS PAYMENT REQUEST NO. 3 FOR PERIOD ENDING MAY I PROJECT BUDGET NO. SFr BELOW CONTRACT ,,,( f /(-E ITEM No. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 1 2" SERVICE $ 4.8 LF 279 LF 2 ' A.C. LF " A.C. LF 61.2 " A.C. 5.21 LF 12' A.C. (0.0 LF LF 0 G.V. 00 EA. EA 0. " G.V. 100.00 EA. 10 EA, 1,000.00 " G.V. 1 0.00 EA. X " T.S. & V. 1 0.00 EA. 10 FIRE HYDRANT 220.00 EA 11 7STAND PIPE 1 0.00 EA. 3 EA, 00 12 " X T.S. & V. 210.00 EA. I " X " T.S. & V. 190.00 EA. I " X b " T.S. & V. JbO.00 EA. I 16l, X " T.S. & V. 900.00 EA. I I" SERVICE 65.00 A. 7 EA. 10.195-00 I " A.B. TRENCH RESURFACING 1. 0 LF 2149 LF I I" Q.C. TEMPORARY TRENCH RESURF. 0 LF I LF 121.10 I ' A.C. A.B. TRENCH RESURF. 2. 0 LF 2 LF .20 20 " P.C.C. TRENCH RESURF. 2.1 LF 21 12 G.V. 300.00 EA. 2 EACH .00 20'X TS& V. 7JI*00 EA, BUDGET No. 50- 9297 -o43: $1,427.50 50- 9297 -o41: $50,757.02 QG� S -LY-G6 TOTAL x701.09 ORIGINAL CONTRACT $175,899.71 EXTRAS TO DATE CONTRACT TO DATE AMOUNT EARNED $98,701.09 LESS 10% RETENTION 9, 70.11 LESS PREVIOUS PAYMENTS 36,646.66 AMOUNT DUE THIS REQUEST 52,184.32 SEND PAYMENT TO: L. CASTILLO AND SON 929 W. GRANT AVENUE ESCONDIDOO CALIFORNIA { HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. /J. SIGNED SIGNED t ENGINIEER BY�.0 IRit6�� TOR - _ 261 a73. 96 _._.. I .uC�o�.cr Gc>c�rN/�r. /�lo « -ez�� /- ��i_a?ia. 26�o�3.9G /Yy9Z% Y-/ A.. Y u til .. S r. _7� - -... SZ�b z> •� O- _ p i ,_.— .... '. G SZ� 3 S r/•. ST.._F -CY�C _GT2�i_ Z_ODD � �j � f� SO - ver. -c v Cd f � I -1 i CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 2 FOR PERIOD ENDING APRIL 151 1 PROJECT: WATER MAI BUDGET NO. SEE BELOW CONTRACT N0, trEM tdo• CONTRACT ITEM CONTRACT, PRICE PERCENT COMPLETE AMOUNT EARNED f 2" SERVICE $4.851LF 275 LF $1,33 75 22 4" A.C. 96/LF 136 LF 53 •56 s /LF 4290 LF 19519.50 4 A.C.•25 5 6 12" A.C. 4" IO.o9 /LF 630 LF 6,3 6.70 G.V. 85.00 EA 4 EA. 340.00 6" G.V. 100.00 EA. 6 EA 600.00 8" G.V. 140.00 EA. 9 4" X 4" T.S. & V. 170.00 EA. 10 FIRE HYDRANT 220.00 EA 11 4" STAND PIPE 150.00 EA. 3 EA. 450.00 i2 6" X 6" T.S. & V. 230.00 EA. i3 8" X 6" T.S. & V. 3 0.00 EA. 14 8" X 8" T.S. & V. 360.00 EA. 15 16" X 8" T.S. & V. 500.0O.EA. 16 1" SERVICE 65.00 EA. 162 EA. 10,530.00 17 3" A.B. TRENCH RESURFACING 1.40 /LF 2149 LF 3,008.6o 1 I I" A.C. TEMPORARY TRENCH RESURF. O. 0 /LF 1500 LF 450.00 i9 3" A.C./4: A.B. TRENCH RESURF 16" 2. 0 /LF 20 P.C.C. TRENCH RESURF. 2.15 /LF 21 12" G.V. 300.00 EA 2 EA. 600.00 22 20" X 8" T.S. & V. 711.00 EA. TOTAL $40,718.51 BUDGET NO. J 50- 9297 -050: - 50- 9297 -047: 50- 9297 -(�42: 26)073-96 3F,:GiNAL CONTRACT ,RAS TO DATE v IJ� R E SEND PAYMENT TO: �,..,TRACT TO DATE CL' PpR `Li L. CAST i LLO AND SON ✓•OUNT EARNED 4o,718.2' 01 i s929 W. GRANT AVENUE -'_SS IO% RETENTION 4 p71•pJ `A1pR�J ESCONDIDO) CALIFORNIA ,_ESS PREVIOUS PAYMENTS 10572.70 Y�1 AMOUNT DUE THIS REQUEST $26,073.90 VV VV I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES -ARE CORRECT. S;GNED� , � _, SIGNED (-,X ENG INEE CpNyq,A BY C'M C't"E/PORT BEACH - PUBL(C,,WORKS DE *TMENT ,...,. 1 PROGRESS PAYMENT REQUEST NO. I FOR PERIOD ENDING MARCH PRO.ic,CT :�;iaTER P1AIN R PLACEMEN2 PROGRAM 19nS -nr _ _ -- - -� BUDGET NO° S�F R Iol CONTRACT NO. r F L% ( -EM ! CONTRACT PERCENT AM.OU -;J De CONTRACT ITEM, PRICE COMPLE I'E EARND I2° 1 —' SERVICE 1 4.85 LF 4' A.C. c 3. nLF R o" A.C. i1. 5 LF 1. 12d L —lb'' A.C. 5.21 H j12" A.C. 10.0 LF' .00 A. f 7 lo" G. V. CO. 100 EA. b G.V. 1:0.00 EA. I C) Y X L" I.S. & V. j 170.00 EA. IG IFIRE HYDRANT 220.00 EA Srr,ND PIPE 150.00 EA. 12 .0 X T.S. & V. J 2 0.00 EA. 10" h" T.S. & V. X50.00 EA. 18" X b" T.S. & V. b0.00 EA. o_" X T.S. & V. I 00.00 EA. to II" SERVICE 05.00 EA. 0 EA. 5 200.00 7 I)" A.S. TRENCH RESURFACING I 1.'0 LF 1 1494 L I 09). 0 6 I" A.C. TEMPORARY TRENCH R£SURF.O LF C n iR A.C. 4. A.B. TRENCH RE SURF. 2.00 LF 217 10 P.C.C. TRENCH RESURF. 1 2.1 LF 21 12" G.V. 1 00.00 EA. 22 20" X " T.S & V. 1,1.00 EA.I I 1 ,7'7. 5 BUDGET N0. 50- 9297 -050: v2,000.00 50- 9297 -047: 5,G00.00 50-9297 =? 7G ORI;.;NAL CONTRACT $175,899.71 EXTRAS TO DATE CONTRACT TO DATE SEND PAYMENT 70: ,,!! L. CAST I LLO AND SON AMOUNT EARNED $1 1 4 +•iZ'7 1 1966 ,7 7. 5 929 W. GRANT AVENUE LES5 E 7'E ^IT TON $1,174.75 ESCONDIDO, CALIFORNIA LESS PREY I Oi s PAYMEiiTS ^yj jT11 i.n 1(„ R ANJJNT DUE THIS REquesT $10;�72�.70� i nEnE?Y CERTiFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. _ S Gt ED��� % / :. % SIGNED �l 1: E�VG lhccR �y / BY��'�� PURL I C wow MARCH SS 1966 CITY ATTORNEY PUBLIC WORKS DIRECTOR CONTRACTOR FOR WATER MAIN CONSTRUCTION (CONTRACT NO. 966) THE CONTRACTOR FOR THE WATER MAIN CONSTRUCTION HAS REQUESTED THE TEMPORARY USE OF THE CITY -OWNED PROPERTY AOUTTIMG NEWPORT BOULEVARD (SOUTHBOUND) BETWEEN THE ALLEY BETWEEN 29TH AND 30TH STREETS AND 29TH STREET FOR STORING MATERIALS, SMALL EQUIPMENTS AMD ERECTING A SMALL TEMPORARY CONSTRUCTION OFFICE. THE NAME OF THE CONTRACTOR ISI "L. CASTILLO AMD SONS CONTRACTORS.~ THE LEGAL DESCRIPTION OF THE PARCEL 15; "A PORTION OF SECTION 2$9 T 65s RfW S.B.B.N. ADJACENT TO SLK 129# LAKE TRACT". (SEE ATTACHED SKETCH MARKED IN RED.) THE CONTRACTOR WOULD CONSTRUCTS AND LATER REMOVES A CHAIN LINK FENCE AROUND HIS FACILITIES TO PROHIBIT ANYONE FROM ENTERING THE SITE DURING THE CONSTRUCTION PERIOD FOR CONTRACT NO. 9665 A MINIMUM OF 90 CALENDAR DAYS. PREVIOUSLY# THE PUOLIC WORKS DEPARTMENT HAS ALLOYED PIPE LIME CONTRACTORS WORKING IN THE PUBLIC RIONT OF WAY TO USE THIS PROPERTY ON A TEMPORARY OASIS TO STORE MATERIALS. HOWEVER# DUE TO AN INCREASED HUMES OF REQUESTS AND THE INCREASED LENGTH OF TINE THAT THE PROPERTY IS TO OE OCCUPIED, IT IS REQUESTED THAT YOU ADVISE US AS TO WMETMER ANY FORMALIZED AGREEMENT IS NECESSARY IN ORDER TO PROTECT ANDIOR HOLD HARMLESS THE CITY CAUSE OF THIS USE. Jy T.jDEVLIN MJA:� ATT. J TZ cam: K: Goa G r 5° :yoe• o pW. 3. W .Y? ♦ �% `r `p \i� /� /B /9 4052.27 S� DDB fio3?s' op zB 9 F � S so• h� � 9s % � 8 h , ' ry � �, /6 ti h ti 9 rOgr�• ° �.? 405/250 % �'V y3 /o ti • 5 /B B wti ^ /q .. yaaq v � - ; i�.LlL' ` p� \'�j• s � ` VI �1 h ♦ /�ttuur Y /(J •' A 9S 9 hh' ':' �� - -`` �•PO. z �� —' . �l�l ' /�' - zoo„ // /Q 48 'S 2�, i y m� Ih� _,:.� - 6/ - 'f?���� L-•"'vri °y i rr n O /6 G 24 M ti 95 • ii s' ryM4° �? !v Pp z / kn � • '� \A J .G�o �iS 8 .AD$ D1�i' 9p .5A .5 4,0 DB 405\ �ip3 �yo ' °pyiF 2BZ . 9 d ro (� �2 r, /� 6 zo ,405/245s0 � /pfla' j �1jip� h" / �• ya 8 7Q51 h y /o 3 � ti ti a �\ o'o�o gE B � °ter 2 ti 0. ti 8 3 20 n o Sp, r 41, . 0 9s' tip% � -_ °•Po. __ _LL, °/S Z // / /B /io9j• p�zaor. ti 0� ; ` I �, zG/ \ 0 MAY 23, 1966 v� /y 1 TO: C I TY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: WATER MAIN REPLACEMENT PROGRAM 1965 -66 (CONTRACT 966) RECOMMENDATION: APPROVE AN EXTRA WORK ORDER FOR THE WATER MAIN REPLACEMENT CONTRACT IN THE ESTIMATED AMOUNT OF $1 .-950.00. DISCUSSION: THE STANDARD SPECIFICATIONS REQUIRE COUNCIL APPROVAL OF EXTRA WORK OVER 500.00- COMPLAINTS HAVE BEEN RECEIVED FROM THE NEWPORT ISLAND COMMUNITY ASSOCIATION REGARDING LACK OF WATER PRESSURE AT THE END OF CHANNEL PLACE NEAR THE RIALTO. THIS AREA IS PRESENTLY SERVED BY A 2j it CAST IRON MAIN BUILT IN 1931• THIS LINE WAS NOT SCHEDULED FOR REPLACEMENT IN THE ORIGINAL CONTRACT BECAUSE IT IS A DEAD END, AND BECAUSE REPLACEMENT OF CAST IRON LINES HAS NOT BEEN GIVEN AS HIGH A PRIORITY AS REPLACEMENT OF STEEL LINES. HOWEVER, IN VIEW OF THE WATER PRESSURE PROBLEM2 REPLACEMENT IS NOW RECOMMENDED. IT IS PROPOSED TO HAVE THE CONTRACTOR CONSTRUCT 175 FEET OF NEW 4" A.C.P. WATER MAIN AND 10 NEW I" COPPER SERVICES FROM THE INTERSECTION OF 38TH STREET AND CHANNEL PLACE TO THE RIALTO AT THE UNIT PRICES BID IN THE CONTRACT. THE TOTAL ESTIMATED COST IS $11950.00 SUFFICIENT UNENCUMBERED FUNDS ARE AVAILABLE IN ACCOUNT NO. 50- 9297 -041 FOR THE WORK. ATTACHED IS A SKETCH SHOWING THE LOCATION OF THE PROPOSED WORK. l EPH . DEVLIN LIC KS *D (RECTOR NAJ ATT. x_3s. t' CO/VSWUCT /OA/ AJOTES 0 CONST. /75',' OF 4 "A.C. WATSR MAIN 2 — CONST. / -4 9 x4 "7,4 PPING SLEEVE AND 4" GATE VALVE \ )- CONST. /O- /" HOUSE SFe ES 4) -CONST 175'.Y OF TEMP. RE�RFAC /.t/G aS -CONST /75 t Of G �T?E.tICH QESURFAC/NG \\\ / \ 2 -EX 1ST 1w4wres rose 4j Apel-OC4 reO B Y OTHERS \ C LE 1 "� 4o' \ �o G�. \ � I V / I P� cl, / G� / 2 I h IV' i 7. I CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CON5772UC7710A1 OF 4" W47'E,2 MAIN 0AJ . CHANNEL PLACE ("6- W)':7O.R7- ISLAND) 0 Y v I I u I h I � I I c -9 && DRAWN aEW. DATE S -/8- && C �UBLIC WORKS DIREETQfi R.E. NO. DRAWING NO. W- 5034 -L .. _ . Q CONS C TlOA! A10 rE j a COA/5T. /75't OF ¢ "A. C. WATER MA /N O— COAST. /-4 "x4 "TA PP/,VO5[EBVE AND 4" GATE ✓AL VS' I ®- COAISr. /O- /" HOC/sE s .CRWCES 4a- CONST. 175'.Y- OF TEMP. A'C5URFr4C1A10 q�COA/ST 175'! 0.04 "'TQEA/C// RESURAWC/A/G �, k CONSTRUGLDEAD ENO .DETAIL .PCR STD 364 -L W 2 -exar. METERS To at A'E4OC4reO OYOMMS !, V � v N Q� I oc Y SCALE_. ol �I .7 P�' 2 c -9eo& CITY F NEWPORT BEACH DRAWN GEW. DATE 5 /8 -610 PUBLIC WORKS DEPARTMENT APPROVE CONSTRUCT /Oil/ OF 40 X14rE,e USLIC WORKS OIREfTjg_ MA /N ON . CNANNEG PL ACE R.E. N0. -� (1�,MCWP02T /SGAA/D) -DRAWING NO MI- '5034 -4 -. .'t' - a....ewt.f:.S:.— J....✓ez.. s. ... S .. .¢- ..._.�..rr -... f P /f COGG6P SERVICE ::• L5'6� ,SLOG PQPEQ /Br ;axemize E sifev /CE 4" 4• C. 5S cocIC. Tn PUST BGGCK I SOL. /O C. /A PLUG I NAVY A.C. COUPL /!JG W /TH AACTO c'Y T PPED C. S. 7,Hec-4oED CNJTLPr, , /' GO,PPOlPATic /r COUPL /� .....INVERT SEC 7. (� CITY. OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER 6C-eV /C6: CONNECTIOAS FOR D4FAD CA10-= MWAI.9 SE,?V /CE DRAWN' W. t" DATE ✓L /"C- c.v�sv: APPROVE ASST UBLIC WORKS DIRECTOR DRAWING NO. %/Q- .S�a�[, i P. 3 4 51 6 7 H. A* 10 11 12 13 14 15 16 17'. 181 19 20 21 22 23 241 251 26 i 27 28 291 30 31 6 0 aea /66 (12) 6291 R$30LUTION PTO. A RESO"Lll3ION 07`TM CITY COUNCIL OF TU CITY OF NEWPORT BEACH i A11BING A CONTRACT FOR VATER MAIN REPLACDXNT PROGRAM 1965 -66 (CONTRACT NO. 966) WHEREAS, pursuant to the notice inviting bids for work consisting of the water main-replacement program 1965 -66 in the City Of Newport Beach, in accordance with the plans and specifi- cations heretofore adopted, bids were received on the 9th day of February, 1966, and publicly opened and declared; and WINE SAS, it appears that the lowest responsible bidder therefor is L. Castillo and Son; NOW$ THEREFORE, BE IT RESOLVED that the bid of L. Castillo and Son in the amount of $175,899.71 be accepted and that the contract for the construction work be awarded to said bidder- BE IT FURTHER RESOLVED that the Mayor and City Clerk are hereby authorized and directed to execute a contract in accordance with t1�e specifications, bid and tnis award on behalf of the City of Newport Beach, and that the City Clerk be directe to furnish an t�zcuted copy to the successful bidder. 14th February ADOPTED this day of , 1966. Mayor .SFTEST: city elerk a ! FEBRUARY 14, 1966 TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: WATER MAIN REPLACEMENT PROGRAM 1965 -66 (CONTRACT 966) RECOMMENDATION: ADOPT A RESOLUTION AWARDING THE CONTRACT TO L. CASTILLO AND SON, CON - TRACTORS, FOR $175,899.71 AND AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE THE CONTRACT. DISCUSSION: EIGHT BIDS WERE RECEIVED AND OPENED IN THE OFFICE OF THE CITY CLERK AT 10:30 A.M. FEBRUARY 9, 1966. BIDDER TOTAL L. CASTILLO & SON $175,899.71 couNCa VISTA 176,069.71 O Sd IT IcOA N : INDUSTRIAL PIPELINE CONSTRUCTION CO. 1V 7, 788 * LOS ANGELES 1938 .50 87, 50 /�t '-'� �I- E;--- G. R. MCKERVEY 88,338.84 * 1pO SOUTH LAGUNA 188,377.84 SOUTHERN PACIFIC CONSTRUCTORS LONG BEACH 195)7728.92. CABILDO CORPORATION 19 ,037.92 * SANTA FE SPRINGS 19,861.72 J. E. YOUNG PIPELINE CONST. CO. 203,936.02 * BREA 204,128-52 SCOTT BROS. CONSTRUCTION CO. SANTA ANA 206,225.40 ACE PIPELINE CONSTRUCTION CO. POMONA 207,567.40 "`CORRECTED FIGURE BASED ON EXTENSION OF UNIT PRICES THE LOW BID WAS 12% LESS THAN rHE ENGINEER'S ESTIMATE OF $200,000.00. PRESENTLY BUDGETED FUNDS AVAILABLE FOR THIS PROJECT ARE: WEST NEWPORT WATER MAIN REPLACEMENT (50- 9297 -041) $150,000 ELIMINATION OF DEAD END MAINS (50- 9297 -043) 5,000'^* BIG CANYON RESERVOIR MAIN (50- 9297 -047) 5,000 38TH STREET MAIN REPLACEMENT (50- 9297 -050) 2 000 TOTAL $162,000 i TO: CITY COUNCIL PAGE 2 SUBJ: WATER MAIN REPLACEMENT PROGRAM 196566 (CONTRACT 966) **IT HAD ORIGINALLY BEEN PLANNED TO USE ALL $103000 APPROPRIATED IN THIS AC- COUNT FOR THIS CONTRACT. HOWEVER IT WILL BE NECESSRAY TO RESERVE $5,000.FOR ELIMIN- ATION OF DEAD END MAINS IN OTHER AREAS. A BUDGET AMENDMENT IN THE AMOUNT OF $20,000 HAS BEEN PREPARED FOR COUNCIL CONSIDERATION. THIS SUM INCLUDES APPROXIMATELY $'0,100 (3 -0) FOR CONTINGENCIES. SUFFICIENT FUNDS ARE AVAILABLE IN WATER FUND UNAPPROPRIATED SURPLUS. THIS PROJECT WILL COMPLETE THE REPLACEMENT OF THE 2-INCH STEEL WATER LINES IN THE PENINSULA AND WEST NEWPORT AREAS, AND WILL THUS ENABLE THE PRESENT LOW WATER PRES- SURE TO BE INCREASED TO A MORE SATISFACTORY LEVEL AS WAS CONTEMPLATED WHEN THE ARCHES PRESSURE REGULATING STATION WAS CONSTRUCTED. WORK OF THIS TYPE BY THE LOW BIDDER HAS BEEN CHECKED WITH THE CITIES OF OCEANSIDE AND ESCONDIDO, AND WITH THE SAN MARCOS COUNTY WATER DISTRICT AND THE VISTA IRRIGATION DISTRICT. ALL HAVE EXPRESSED SATISFACTION WITH THE CONTRACTOR S WORK. THE ESTIMATED DATE OF COMPLETION IS JUNE 21, 1966. THE SPECIFICATIONS PRO- VIDE THAT THE CONTRACTOR SHALL NOT DO ANY CONSTRUCTION IN COMMERCIAL AREAS DURING EASTER VACATION. (� t 00 EPH T EVLIN PU LIC WO DIRECTOR BE ATTEST TO OPENING OF BIDS ITY CLERK 1 0 � n i N 2 m m C :o N fh A _t ZOO Q1 m m mn a zI I CD �v �C/) C D <> 0 3 mlImD ho NwZ I_ , c N� �a n �y s" `1 t` m m N �O 11111111111•• 1.111•••�. ••i:: lob • • • • • • • � i, e a. • IIIIIINI �. ::1111: ; ::::: � : �,111� • MI .` fh A _t ZOO Q1 m m mn a zI I CD �v �C/) C D <> 0 3 mlImD ho NwZ I_ , c N� �a n �y s" `1 t` Sill E,ii�'r; m m N �O Sill E,ii�'r; i �E n m b i m m i n 0 J ZOO nzr Zorn .. m mZ o a 3 CD N N C D 0o v -i r" n -<D3 64 x (h v .+ m y r i 1, 1, \ 1111111111��1` ` 11���� � 1111 ♦ lim" ♦1:1:IlotI :; \..1.: �. ; IIIIIIIIIIIIIIINIIIIIIIIIIIIYII ZOO nzr Zorn .. m mZ o a 3 CD N N C D 0o v -i r" n -<D3 64 x (h v .+ m y r i O m y d m m 0 m J =off � Ir m mo a �z MP , 0 CD cn — �v D CD O i r- , � -q 0i mm> Oo In, I z I' x� x 0 O D r m I 1 1 1 1 1 , 1 � :• iii: �t::: ii::ii�: Imnlnl��� , NIIINIII� �I NO Ilk, kv t� \ =off � Ir m mo a �z MP , 0 CD cn — �v D CD O i r- , � -q 0i mm> Oo In, I z I' x� x 0 O D r m I n b �j m N m m 1 N 0 N zoo 5%Z Z -im mm � J mz n° E` N bl 3� m� 0 �Z D N Z k y r 1, 1� 1 , ♦1 rim mono \ NEI loll ■ ■ MUMERME111 t 101. 1 t MEMEM 11MI `► t• ,min ., 111111 zoo 5%Z Z -im mm � J mz n° E` N bl 3� m� 0 �Z D N Z k y r AF, ......... . N'r i I 61 io N 0 N i 66 2, 12r No Ad. of /,9 +44 -,, YLS- ro a_�—.: 13C J-U 3tZ� -4 311.Z X-Z � ,3a sr i AF, ......... . N'r i I 61 io N 0 N i -lpt6 3 66 2, 12r No Ad. of /,9 +44 -,, YLS- JAZ' a_�—.: 13C J-U -lpt6 3 t 66 2, 12r No Ad. of /,9 ga� JAZ' a_�—.: t 66 No Ad. of /,9 JAZ' 46 Bog.& J-U 3tZ� -4 311.Z X-Z ,3a sr ICa�nCC 2t /9- J174 /*Zj- 7�E t i - W �y i sz69'4 m N X � �Q 82r O C. ,fff L 0 0 750 19' 1� r t FS 1 y ` `I ❑Preliminary tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT p Material Testing Section TEST No. C— 3Sa 1 FIELD NO. ) 3 CONT. NO. OR Control tests on RELATIVE COMPACTION Iw.a. oR P.O. OR AHFP) materials actually ctz4 —�' entering into works. .$ +� DATER f contract, use contract item CSEWCF PROJECT COUP` =7 '�C 6 AGENCY �KFW�r "a�T 1r67 QL 14 RESIDENT ENGINEER (INSPECTOR)�� CgT?.RAR CONTRACTOR CV C 'Et A) e JI CH DUTSIOE SEND REPORT TO: CONSTRUCTION ❑ AGENCY MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION %i'�h $L� W �:py R.� RT LT O�TA '-3T �iC i REPRESENTING LIMITS TYPE MATERIAL ti'S'E�F DEPTH /Z TO /g BELOW FINISHED GRADE DATE S" -2? - 6% TESTED BY: �r 0j fits k f Il4+l..r. L IN PLACE DENSITY Al INITIAL WT. TEST SAND LAB B WT. SAND RETAINED 9 , 7S C WT. SAND USED Z 6 • SD D TEST SAND DENSITY N E VOLUME SAND USED 5 k O F VOLUME CONE + RING SPECIFICATION: NL_% G VOLUME TEST HOLE 1 .1410 H WT. EXC. SAMPLE + TARE f B,gS 1 TARE WEIGHT ? /0 J WET WT. EXC. SAMPLE S, 7•S K WET DENSITY IN PLACE / /:/r 7 L DRY DENSITY IN PLACE OS,O METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. rO 3 DRY WT. 01 INITIAL WT. SPECIMEN MOIST. M N SP. GR. ROCK P WET WT. ROCK \y DRY WT. ROCK SPECIFICATION: NL_% WET WT. - i Q DRY WT. - n TOTAL DRY WT. '70- L CK R CORR.MAX.DENSITY } MAXIMUM DENSITY RATHOLE DATA SUMMARY MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN DENSITY MOISTURE 61 I P WET WT. AT COMPACTION \y % SPECIFICATION: NL_% Q DRY WT. COMP. SPEC. /90 R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN /Z 0 T WET DENSITY I I V DRY DENSITY NN�v g 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 .0143 .1810 R = (P -Q) _ Q V = FACTOR x Q= S LG. RING .0302 .1969 } REMARKS: Marc dens. /a/ Z/6 - "- 47,,, 6/e- cM0.rc cZgIZ.B Test Method Calif. 216 -F RECEIVED [!I BI ' 11 < p jU _ me a BY_ RESIDENT ENGINEER (CITY ENGR) METHOD A B ❑ SUMMARY RECORD WHOLE NUMBERS /f0 IN OPT. (JN�. PLA CE DENSITY MOISTURE 61 I RC = !00= % \y % SPECIFICATION: NL_% /90 i s 1 /Z 0 I I NN�v g oho � i //D A REMARKS: Marc dens. /a/ Z/6 - "- 47,,, 6/e- cM0.rc cZgIZ.B Test Method Calif. 216 -F RECEIVED [!I BI ' 11 < p jU _ me a BY_ RESIDENT ENGINEER (CITY ENGR) METHOD A B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. (JN�. PLA CE DENSITY MOISTURE 61 /S RC = !00= % TENT. RC = % SPECIFICATION: NL_% NG WILL BE MADE AT END OF MONTH r301 1 -83 RELATIVE COMPACTION R El Preliminary tests prior COUNTY OF ORANGE t rd t t t o aw0 o con roc . ROAD DEPARTMENT Material Testing Section TEST NO. C— a Sao FIELD NO.2 — .'�. RELATIVE COMPACTION CONT.4_ Control tests on (w"O. OR P.O. OR AHFP) materials actually 4zq_,K entering into works. /I/Sagr DATE REPT D. If contract, use contract item PROJECT 1R : COOP -T ISEA)C -k� I''G 96 G. AGENCY `1r // '5 RESIDENT ENGINEER (INSPECTOR) J. FOR -WA CONTRACTOR $0't4, n ✓1 o-f SEND REPORT TO: CONSTRUCTION El E - E AG LJ ry MAINTENANCE ❑ SUBD. PERMITS ❑ LOCATION (�_�` S• C' aJJz _� /"j � ' RT LT OFt,rL STA REPRESENTING LIMITS TYPE MATERIALS$ DEPTH /� TO 24ri BELOW FINISHED GRADE DATE S -2.'7 —/<(o TESTED BY: _PCAJA,1(S (" /--i 25Nl L, L_ IN PLACE DENSITY Al INITIAL WT. TEST SAND 2.20 B WT. SAND RETAINED 3 C WT. SAND USED 28 , 6 0 D TEST SAND DENSITY, ar, E VOLUME SAND USED . 3¢OZ F VOLUME CONE + RING /U ""S/0 G VOLUME TEST HOLE . / z H WT. EX C. SAMPLE + TARE ( a, $" I TARE WEIGHT 3 In J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE p3.5 L DRY DENSITY IN PLACE I � METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 2 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. IMI 7,o N SP. GR. ROCK WET WT. AT COMPACTION WET WT. ROCK SPECIFICATION: NL_% DRY WT. ROCK WET WT. - e DRY WT. COMP. SPEC. DRY WT. - a TOTAL DRY WT. % ROCK % MOISTURE CORR.MAX.DENSITY REMARKS: e'S. /o/ d'C;p-C- ;24/Z5 Test Method Calif. 216 -F RESIDENT ENGINEER (CITY ENGR.) F3011 -33 BY t MAXIMUM DENSITY RATHOLE DATA SUMMARY MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN \ I MOISTURE 7 /s RC =___96_ P WET WT. AT COMPACTION % SPECIFICATION: NL_% i Q DRY WT. COMP. SPEC. I 1 I R % MOISTURE CONDITION OF MOLD N �Ny I � S HT. COMPACTED SPECIMEN oho T WET DENSITY m a� 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 1 - L = K - (1007, +N) Q = 0 t (100% + N) SM. RING .0143 .1810 R = (P -Q) - Q V = FACTOR x Q+ S LG. RING .0302 A 969 REMARKS: e'S. /o/ d'C;p-C- ;24/Z5 Test Method Calif. 216 -F RESIDENT ENGINEER (CITY ENGR.) F3011 -33 BY t METHOD A B ❑ SUMMARY /fo S` a IN I UNO' PLACE \ \ I MOISTURE 7 /s RC =___96_ ) TENT. RC = % SPECIFICATION: NL_% i /30 I 1 I N �Ny I � oho � I m a� METHOD A B ❑ SUMMARY RECORD WHOLE NUMBERS S` a IN OPT. UNO' PLACE DENSITY MOISTURE 7 /s RC =___96_ q TENT. RC = % SPECIFICATION: NL_% ❑-fIt,LING,WILL BE MADE AT END OF MONTH RELATIVE COMPACTION ❑ Preliminary tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT Material Testing Section TEST NO. C- 9�5 31 ' FIELD NO. 3 RELATIVE COMPACTION CON T. NO. Control tests on IK'.O. OR P.O. DR AHFPI materials to Nally 4Z 4-K -' entering into works. N� 3� DATE REPTD. - 3 / —�P.(a If contract, use contract item fg PROJECT 179 CUUYL r5ewe;') '�gbd AGENCY C //,/' e' RESIDENT ENGINEER (INSPECTOR) Farrar CONTRACTOR 5Llk3Y7ovic.h OUTSIDE Er MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ SEND REPORT TO: CONS TR4CTION ❑ AGENCY LOCATION 17 E f Co'Nr•t -ter' RT LT OF(Ti STA O-F 60 REPRESENTING LIMITS TYPE MATERIAL A/. S. i. C DEPTH TO BELOW FINISHED GRADE DATE S- ?7 -e`d TESTED BY: �eh.r +S �.:A`/2,r-ysra! IN PLACE DENSITY A INITIAL WT. TEST SAND 4666 B WT. SAND RETAINED o, 6D C WT, SAND USED Qq.60 DI TEST SAND DENSITY WET WT. ROCK Ej VOLUME SAND USED WET WT. AT COMPACTION F VOLUME CONE + RING • /D' G VOLUME TEST HOLE r 1774 H WT. EXC. SAMPLE + TARE ,{ I TARE WEIGHT 3. /D J WET WT, EXC. SAMPLE K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE Oro.3 METHOD A MOISTURE SAMPLE FIELD LAB WET WT. a/mG 1 DRY WT. a, z 3 %MOIST. M S N SP. GR. ROCK i WET WT. ROCK /S DRY WT. ROCK WET WT. AT COMPACTION WET WT. -; % DRY WT. - '- TOTAL DRY WT. DRY WT. COMP. SPEC. % ROCK l CORR.MAX.DENSITY REMARKS: 4a,ri. /O/ Z/$ r- -6— b(° -G- Z417-B Test Method Calif. 216 -F RESIDENT ENGINEER (CITY ENGR) P3011-s3 MAXIMUM DENSITY RATHOLE DATA SUMMARY MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN DENSITY ���• i MOISTURE /S P WET WT. AT COMPACTION TENT. RC = % SPECIFICATION: NL_% Q DRY WT. COMP. SPEC. l R % MOISTURE 1 CONDITION OF MOLD - -- S HT. COMPACTED SPECIMEN JT D T WET DENSITY N II 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 .1667 - L = K _ (100% +N) Q = 0 = 1100% + N) SM. RING .0143 .1810 R = (P -Q) _ Q V = FACTOR x Q_ S LG. RING .0302 .1 969 REMARKS: 4a,ri. /O/ Z/$ r- -6— b(° -G- Z417-B Test Method Calif. 216 -F RESIDENT ENGINEER (CITY ENGR) P3011-s3 B-� -5 FiFro rS / %lYP1/ METHOD A BB 11 1 SUMMARY RECORD WHOLE NUMBERS /fo 9Yo IN OPT. t DENSITY ���• i MOISTURE /S RC % TENT. RC = % SPECIFICATION: NL_% /9D l 1 i - -- I JT D N II /JD oho � I B-� -5 FiFro rS / %lYP1/ METHOD A BB ❑ SUMMARY RECORD WHOLE NUMBERS 9Yo IN OPT. PLACE UN� DENSITY ���• /O/ MOISTURE /S RC % TENT. RC = % SPECIFICATION: NL_% BILLING WILL BE MADE AT END OF MONTH RELATIVE COMPACTION tests prior COUNTY OF ORANGE INITIAL WT. TEST SAND X2.60 _❑Preliminary to award of contract. ROAD DEPARTMENT $46 C 9� Material Testing Section TEST NO. C- -Z LI 1 SZ.30 E VOLUME SAND USED FIELD NO.D epc3 F COntr01 teals On ® • /$ /d RELATIVE VOLUME TEST HOLE COMPACTION Wo. OO R OR AHPI OR materials actually 1 TARE WEIGHT 3/0 J 424 -& 2,3.eG entering into works. WET DENSITY IN PLACE .5 8F DATE REPTD. DRY DENSITY IN PLACE I ni?.2 If contract, use contract item HT. COMPACTED SPECIMEN T WET DENSITY PROJECT MF'FRLY�A�i -J AGENCY 9/Az6h~r B.a54GAf RESIDENT ENGINEER (INSPECTOR) F M#*- CONTRACTOR SEND REPORT TO: CONSTRUCTION ❑ AGENC ® MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION Mt�CfiiLiC/At� 75rS cOUCT R(iF RT LT OF (L STA E= C+ D REPRESENTING LIMITS I UNIT CONE +UNIT G =E - F TYPE MATERIAL NS.QF DEPTH �G' TO f3" BELOW FINISHED GRADE DATE 5 -2`0-64, TESTED BY: AOB Q = 0 = (1 O0% + N) SM. RING IN PLACE DENSITY Al INITIAL WT. TEST SAND X2.60 B WT. SAND RETAINED $46 C WT. SAND USED 344Fo D TEST SAND DENSITY SZ.30 E VOLUME SAND USED 411 F VOLUME CONE + RING • /$ /d G VOLUME TEST HOLE .237a H WT. EXC. SAMPLE + TARE Q6, 76- 1 TARE WEIGHT 3/0 J WET WT. EXC. SAMPLE 2,3.eG K WET DENSITY IN PLACE L DRY DENSITY IN PLACE I ni?.2 METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. Poo 3 DRY WT. cP4%; INITIAL WT. SPECIMEN % MOIST. M GQ N SP. GR. ROCK P WET WT. ROCK DRY WT. ROCK WET WT.. -a Q DRY WT. - a TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY 1 � REMARKS: rylam . "rnc�`±• S- 'r�n�. >- *e /.lo, Test Method Calif. 216 -F BY RESIDENT ENGINEER (CITY ENGR.) MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN T P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. IRO R % MOISTURE 1 � rio til LA I m f p CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V1 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 I CONE .1667 - L = K . (100% + N) Q = 0 = (1 O0% + N) SM. RING 1 R = (P -Q) _ Q V = FACTOR x Q+ S LG. RING '71969 REMARKS: rylam . "rnc�`±• S- 'r�n�. >- *e /.lo, Test Method Calif. 216 -F BY RESIDENT ENGINEER (CITY ENGR.) P S 6igio -'r5 / %l9�EfJ METHOD A [-B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /0/ MOISTURE /.S RC - � % TENT. RC = % SPECIFICATION: NL_% BILLING WILL BE MADE AT END OF MONTH F9011 -83 RELATIVE COMPACTION iso I T Ago--\\ IRO HN y �s moo, 1 � rio til LA I m f p P S 6igio -'r5 / %l9�EfJ METHOD A [-B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /0/ MOISTURE /.S RC - � % TENT. RC = % SPECIFICATION: NL_% BILLING WILL BE MADE AT END OF MONTH F9011 -83 RELATIVE COMPACTION ❑Pre liminary tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT Material Testing Section TEST No. C- O0,-3 FIELD N. © RELATIVE COMPACTION CONT. NO- OR Control tests on (W.O. OR P.O. OR AHFP) materials actually 4,N.& entering into works. N.5. x., DATE REPT D. If contract, use contract item PROJECT COMK1- !i ✓E. AGENCY CIil/.B RESIDENT ENGINEER (INSPECTOR) FAIP.p.9i! CONTRACTOR �9ST /LLO SEND REPORT TO: CONSTRUCTION ❑ 1UTSI1 ❑ MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION L"oer.7- 4uE ! /64AC.F �77P�RrG� RT LT OF (L STA Za7S REPRESENTING LIMITS TYPE MATERIAL IV-S- -F DEPTH 6" TO /3� BELOW FINISHED GRADE DATE TESTED BY: SOS'. IN PLACE DENSITY Al INITIAL WT. TEST SAND 06. pg BI WT. SAND RETAINED 611s C WT. SAND USED 04.90 D TEST SAND DENSITY Z.,30 E VOLUME SAND USED 1509L F VOLUME CONE + RING -1814P G VOLUME TEST HOLE - 20° / H WT. EXC. SAMPLE +TARE 37.80' 1 TARE WEIGHT -33S J WET WT. EXC. SAMPLE 34.4 S K WET DENSITY IN PLACE 14y5-0 L DRY DENSITY IN PLACE 94YA METHOD A MOISTURE SAMPLE ❑ FIELD LAB WET WT. /,Z.00 IN PLACE DRY WT. t141 1 % MOIST. M 5,'� N SP. GR. ROCK INITIAL WT. SPECIMEN WET WT. ROCK 22o DRY WT. ROCK zzoo WET WT. - a WET WT. AT COMPACTION DRY WT. - a 23 33 TOTAL DRY WT. 2483 % ROCK DRY WT. COMP. SPEC. CORR.MAX.DENSITY /O/ 4".) /6M/- REMARKS: Test Method Calif. 216 -F L--l7 RESIDENT ENGINEER (CITY ENGR.) ❑ AAr MAXIMUM DENSITY RATHOLE DATA RECORD WHOLE NUMBERS IN PLACE MOLD NO. DENSITY 1 L.2 3 "&.5.4 0 INITIAL WT. SPECIMEN ZZoo 22o 2z.00 zzoo P WET WT. AT COMPACTION 2z4ef 23 33 2405 2483 Q DRY WT. COMP. SPEC. 2cc� 1 1 Z) I ;kOq R %MOISTURE f 8.3� +/8,7V- CONDITION OF MOLD A" FNt /oV¢72 S HT. COMPACTED SPECIMEN 12.43 /2.35 /2.27 t2.-12 T WET DENSITY /04.8 /05.5 /a G, /04 V DRY DENSITY I I 49. le /OO,Z /Oo, 9 94.7 CONV. FACTOR =0.592 FACTOR x Q = I23T.%7 VOLUMES, C.F. % a 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 LIS. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F L--l7 RESIDENT ENGINEER (CITY ENGR.) METHOD A B ❑ AAr RECORD WHOLE NUMBERS IN PLACE OPT. DENSITY MOISTURE S 16 RC = 49 i i .\ TENT. RC = I i SPECIFICATION: NL_ %, I 1 1 A" I tiN I I I % a 'tS /a /p i✓eff METHOD A B ❑ SUMMARY RECORD WHOLE NUMBERS IN PLACE OPT. DENSITY MOISTURE S 16 RC = 49 % TENT. RC = % SPECIFICATION: NL_ %, 2/BILLING WILL BE MADE AT END OF MONTH F3011b3 RELATIVE COMPACTION t Preliminary tests prior to award o contract. ®Control tests on materials actually entering into works. COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section RELATIVE COMPACTION /U. If contract, use contract item TEST NO. C— FIELD NO.(;V0Ar j TOR OR LAB M.0. OR P.O. OR HFP) 4Z4 -K -7$'a DATE REPTD. —(m(i PROJECT CrOUeT A'S' AGENCY 'I'VB. RESIDENT ENGINEER (INSPECTOR) 0'ARZAe CONTRACTOR CN-S L40 SEND REPORT TO: CONSTRUCTION ❑ AGENCY ❑ MAINTENANCE ❑ SUED. ❑ PERMITS ❑ LOCATION CDU.2T AVE, / /IM `C- �,Fs7.C� RT LT OF CL STA atfO REPRESENTING LIMITS D� TYPE MATERIAL MS. R.F DEPTH TO 1S BELOW FINISHED GRADE DATE 5- 211-61, TESTED BY: -9013 IN PLACE DENSITY Al INITIAL WT. TEST SAND LAB B WT. SAND RETAINED -7$'a C WT. SAND USED 3S; /S D TEST SAND DENSITY SZ.30 E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING .!$!O G VOLUME TEST HOLE •e`V6/ H WT. EXC. SAMPLE + TARE I Z 9 60 I TARE WEIGHT j,µp J WET WT. EXC. SAMPLE Z9, 20 K WET DENSITY IN PLACE 106.5 L DRY DENSITY IN PLACE /o /' le METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. I /zoo 3 DRY WT. 11147 INITIAL WT. SPECIMEN MOIST. M I S.e, N SP. GR. ROCK P WET WT. ROCK \ DRY WT. ROCK WET WT. - a Q DRY WT. - -' TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY REMARKS: /714x Z ,r s'rEez, r-�-rr .eta. c Test Method Calif. 216 -F FEE RESIDENT ENGINEER (CITY ENGR.) MAXIMUM DENSITY RATHOLE DATA v MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN /so P WET WT. AT COMPACTION \ I Q DRY WT. COMP. SPEC. R % MOISTURE As 0 CONDITION OF MOLD S HT. COMPACTED SPECIMEN / ?O T WET DENSITY tiN II � j 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 = 0 = (100 %+ N) SM. RING .0143 ABIO R = (P -Q) + Q V = FACTOR x Q - S LG. RING .0302 .1969 REMARKS: /714x Z ,r s'rEez, r-�-rr .eta. c Test Method Calif. 216 -F FEE RESIDENT ENGINEER (CITY ENGR.) METHOD A [�- B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /v! 116/ MOISTURE RC = /0O % TENT. RC = % SPECIFICATION: NL % WILL BE MADE AT END OF MONTH LS ENGINEER F3a11 -89 RELATIVE. COMPACTION �.: �.. .. .. ...�.. . %:�L., .. .. .jar .. ......... ...s.. ...... .. /so \ I As 0 I I / ?O tiN II � j p�O VN t METHOD A [�- B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /v! 116/ MOISTURE RC = /0O % TENT. RC = % SPECIFICATION: NL % WILL BE MADE AT END OF MONTH LS ENGINEER F3a11 -89 RELATIVE. COMPACTION �.: �.. .. .. ...�.. . %:�L., .. .. .jar .. ......... ...s.. ...... .. PRELIMINARY TESTS PRIOR TO AWARD OF CONTRAC- OPOTENTIAL SOURCE SAMPL,_- AFTER AWARD OF CONTRACT �y CONTROL TESTS ON 4 MATERIALS ACTUALLY ENTERING INTO WORKS O SPECIAL TESTS ROAD NO. RESIDENT ENGINEER (INSPECTOR) SEND REPORT TO: CONSTRUCTIOD AGENCY: G., SAMPLEAMPLE OF COUNTY Of ORANGE ROAD DEPT. !e /T _T Material Tes4ing Section ,; TEST NO. �6-.oioo IF CONTRA PROJECT NAME 'CONTRACTOR NTENANCE I- FIELD NO. I W.O. or P.O. NU. or ABFPI /f�a�. FED, NO. DATE REPTD. DEPTH ITS OWNER MANUFACTURER DATE SAMPLED FOR USE IN RESIDENT ENGINEER (CITY ENGR) F- 3011 -A2 AG(�aa..a. GRADING ANALYSIS TEST SPECIMEN A 8 C D E SIEVE -P e0 T e S e O RET. CR. ADJ. OR COMB, GRATE AS "ED LIMITS SIMITS BOUGHT COMPACTOR AIR PRESSURE P.S.I. MOISTURE AT COMPACTION qo j DRY DENSITY OF BRIO.. #ICU. FT. 2112 STABILOMETER VALUE "R- Z EXUDATION. PRESS. P.S.I. III2 7 -ope zd=q THICK. INDICATED BY STAB. INCHES 1 THICK. INDICATED BY EXP. PRESS. IN, SP. OR. OVEN DRY S.S.D. APP. SUBBASE II2 FINE BASE % COARSE SURFACE 4 Z Zee 3 •J L.L. P. L, P. 1. COHESION VALUE a TRAFFIC INDEX 16 DURABILITY FINE COAR6E SPEC. W D15Y E %U D. PgE66 30 �Q.� a.5 J j BY EXPAN. PRESS SD w B WET SO DRY AVG. SPEC. so p I AT EDUIL. SPEC. 100 INDICATED MINIMUM COVER FOR ABOVE THICK, OF CONDITIONS. mo s- SU U LART- SPEC. MOISTURE CONTENT AS RECEIVED: % DENSITY IN PLACE OPTIMUM MOISTURE RELATIVE COMPACTION % MID CURVE NO. REMARKS: MAY RESIDENT ENGINEER (CITY ENGR) F- 3011 -A2 AG(�aa..a. ❑Preliminary tests prior to award of contract. r i� antrol tests an ° materials actually entering into works. PROJECT YZ "V- ` RESIDENT ENGINEER (IN SEND REPORT TO' CO LOCATION —AL- REPRESENTING LIMITS — TYPE MATERIAL N "S• DATE 5' 3` Er IN PLACE DENSITY A INITIAL WT. TEST SAND 38,90 81 WT. SAND RETAINED 10.00 C WT. SAND USED 21 D TEST SAND DENSITY R2. G-7 E VOLUME SAND USED . S44a+ F VOLUME CONE + RING , I $ 10 G VOLUME TEST HOLE DRY WT. — 3 H WT. EXC. SAMPLE + TARE 22, ) I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE i COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section TEST NO. FIELD NO I RELATIVE COMPACTION COOT. NO.O C .0. OR P.O. OR AHF P) DATE REPTD. /New1?ap-r gcH.'##� use contract item ONTRACTOR C Q.S rl LL 0 ANCE ❑ SUBD. ❑ PERMITS ❑ ,CQ-S RT LT OF CL STA DEPTH C TO I J BELOW FINISHED GRADE TESTED BY: �iOA E METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 2 3 DRY WT. 01 INITIAL WT. SPECIMEN MOIST. M N SP. GR. ROCK P WET WT. ROCK 22200 DRY WT. ROCK WET WT. — a Q DRY WT. — 3 TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY REMARKS: Test Method Calif. 216 -F RESIDENT ENGINEER (CITY ENGR) F3011 -83 BY MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN 22-0-0 1 P WET WT. AT COMPACTION 22200 2322 Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD u Cle R CLOSE S HT. COMPACTED SPECIMEN I 1.'7O 11. T WET DENSITY 111.3 112. 4 m oo. V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = 1102,dr0 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 - (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) F3011 -83 BY METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 111 11 MOISTURE 5475 "VE1Z RC = 9 S % TENT. RC = % SPECIFICATION: NL % ❑ BILLING WILL BE.MAgE AT END OF MONTH RELATIVE COMPACTION /f0 I 1 i. I 4 m oo. oho � I METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 111 11 MOISTURE 5475 "VE1Z RC = 9 S % TENT. RC = % SPECIFICATION: NL % ❑ BILLING WILL BE.MAgE AT END OF MONTH RELATIVE COMPACTION ❑Preliminary tests prior to aword of contract. i I antrol tests an materials actually entering into works. PROJECT 32 N Q• ST AL. RESIDENT ENGINEER (INSPECTOR)_ COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section RELATIVE COMPACTION 14. 6 If contract, use contract item L-EX �. _ AGENCY d N TEST NO. C —?li1 FIELD NO Z "NT. (W.O. OR 1;.' O. OR AHFP) -a2a- K DATE REPTD. ourslue SEND REPORT TO: CONSTRUCTION. AGENCY /MAI TENANCE SUBD. PERMITS El LOCATION t 1E _r ''� NQ• ?�i ',ri 2a0 S4.m A'RCU5 RT LT OF CL STA REPRESENTING LIMITS C WT. SAND USED �v 4• TYPE MATERIAL A,• 4'*'G *:.LTa L,L P. P.I, DE PTH TO �• ! BELOW FINISHED GRADE DATE '~ .�J °`h TESTED BY: C 0 4 -r = VOLUME CONE + RING IN PLACE DENSITY Al INITIAL WT. TEST SAND _qq,aQ B WT. SAND RETAINED 'v' / L7 C WT. SAND USED �v 4• D TEST SAND DENSITY 94;-. G 7 E VOLUME SAND USED .3/57 F VOLUME CONE + RING . 1"7 G VOLUME TEST HOLE 144o H I WT. EXC. SAMPLE + TARE e7, Bo 1 TARE WEIGHT 3,60 J WET WT. EXC. SAMPLE 4u./0 K WET DENSITY IN PLACE 43w. 9 L DRY DENSITY IN PLACE / ! Ny Cor✓l-/ z�7, z METHOD A ' MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 3 jQJ 01 DRY WT.$�' �1 % MOIST. M �,:q N SP. GR. ROCK Z. 5 WET WT. ROCK DRY WT. COMP. SPEC. 3,97 DRY WT. ROCK 3.93 WET WT. - : % MOISTURE J i DRY WT. - 3 TOTAL DRY WT. CONDITION OF MOLD 1 % ROCK °/_ CORR.MAX.DENSITY 1 / -10 Z---7 REMARKS: �' +�?,- ", °'_ /moo'. / Test Method Calif. 216 -F 1 9� J MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN �1 P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. /90 R % MOISTURE J i CONDITION OF MOLD 1 /T O S HT. COMPACTED SPECIMEN N I T WET DENSITY VI DRY DENSITY � A 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 = 0 - (100 %+ N) SM. RING .0143 .1810 R = (P -Q) _ Q V = FACTOR x Q _ S LG. RING .0302 j .1969 REMARKS: �' +�?,- ", °'_ /moo'. / Test Method Calif. 216 -F 1 9� J F/Etn 'JS /-a/, !4/Ef/ METHOD A [R-E3 ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT, PLACE DENSITY- /.Z9 ffaC MOISTURE RC= !<- TENT. RC — SPECIFICATION: NL_% LL BE MADE AT END OF MONTH BY �lVll 'Uf Iw RESIDENT ENGINEER (CITY ENGR) F3011-83 RELATIVE COMPACTION /f0 I �1 /90 J i 1 /T O N I oo� � A F/Etn 'JS /-a/, !4/Ef/ METHOD A [R-E3 ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT, PLACE DENSITY- /.Z9 ffaC MOISTURE RC= !<- TENT. RC — SPECIFICATION: NL_% LL BE MADE AT END OF MONTH BY �lVll 'Uf Iw RESIDENT ENGINEER (CITY ENGR) F3011-83 RELATIVE COMPACTION , 0 0 JANUARY 10, 1966 T0: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: WATER MAIN REPLACEMENT PROGRAM OF 1965 -66 (CONTRACT NO. 966) RECOMMENDATIONS: I. APPROVE THE PLANS AND SPECIFICATIONS, 2. AUTHORIZE THE CITY CLERK TO ADVERTISE FOR BIDS TO BE OPENED AT 10:30 A.M. ON FEBRUARY 9, 1966. DISCUSSION: THE PRINCIPAL WORK IN THIS CONTRACT PROVIDES FOR THE REPLACEMENT OF APPROXIMATELY 16,000 FEET OF 2" STEEL WATER MAINS AND THE REPLACEMENT OF 555 WATER SERVICES LOCATED IN WEST NEWPORT BETWEEN 48TH STREET AND MCFADDEN PLACE. ALSO INCLUDED IN THE WORK IS THE CONSTRUCTION OF A NEW 6° MAIN AT THE BIG CANYON RESERVOIR. THE ESTIMATED COSTS AND FINANCING ARE AS FOLLOWS: WEST NEWPORT (50- 9297 -o41) ELIMINATION OF DEAD END MAINS (50- 9297-43) BIG CANYON RESERVOIR (50- 9297 -o47) 38TH STREET WATER MAIN TOTAL BUDGETED $150,000 10,000 5,000 2.000 $167,000 CONTRACT AMOUNT $183,000 5,000 /0,`30 10,000 & ;I- � '? /66, 2.000 $200,000 IT IS RECOMMENDED THAT ALL THE WORK SCHEDULED IN THE CONTRACT BE COMPLETED AT THIS TIME SO THAT THE WATER PRESSURE IN NEWPORT AND BALBOA CAN BE INCREASED TO PROVIDE BETTER SER- VICE, AS CONTEMPLATED WHEN THE PRESSURE REDUCING STATION AT THE ARCHES WAS CONSTRUCTED. THIS CANNOT BE DONE UNTIL ALL THE 2° WATER LINES ARE REPLACED. EVEN AT THE PRESENT LOW PRESSURES THE RATE OF WATER MAIN FAILURES IN THIS AREA IS BECOMING CRITICAL. FUNDS ARE AVAILABLE TO FINANCE THE TOTAL CONTRACT AMOUNT IN THE UNAPPROPRIATED WATER SURPLUS ACCOUNT, WHICH HAS A PRESENT BALANCE OF APPROXIMATELY $190,000. A BUDGET AMEND- MENT WILL BE PREPARED FOR COUNCIL CONSIDERATION AFTER BIDS ARE RECEIVED. THIS CONTRACT WILL COMPLETE THE REPLACEMENTS IN BOTH THE WEST NEWPORT AND BALBOA PENIN- SULA AREAS. THE REMAINDER OF THE 2" MAIN REPLACEMENTS ON BALBOA ISLAND IS SCHEDULED FOR THE NEXT FISCAL YEAR. THE WORK WILL BEGIN IN FEBRUARY. THE ESTIMATED DATE OF COMPLETION IS JUNE 21,`1966. THE SPECIFICATIONS PROVIDE THAT THE CONTRACTOR SHALL NOT DO.ANY CONSTRUCTION IN COMMERCIAL �. AREAS DURING EASTER VACATION. /' Jp SEPH T DEVL IN PUBLIC O KS DIRECTOR JHM:BE PROJECT CITY41DEwPORT BEACH - PjJBL I C. MOIIKS . *NENT ESTIMATING FORM DIVISION PW. �2. - CNGe. DATE neQ Bo/96S 1/ p PRELIMINARY M FINAL "NO. ITEM QUANTITY- UNIT PRICE AMOUNT I 2 27 LF 4 00 100, --- Q 4" ,C. 441 S'-Q Zs`13?o 3 6 " . C. LF 3 0 80 - 8" ,C. 3150 7° zz,oso,- 5 Z" co 1p4:5 LF 8°° S I(oo.— , E /00 SOO, -' �o�G. 3 E A /257 — 8 "G. ✓ !o OA 150 9 ill E4 II SA 375 41zS. „ s-rAVo Ppa =A. 306 I, LOO.- Z „ �o T, :� 6 6, 10, E 4 — . l 4 3 50. 13 8 "TS, s: 6 "61 ✓ 7 . E 475 3 3Z aA 500 5 00 - Is wl- s. Z B4 60 a� 6 w4 S 8: off I "V I . -3' 4 LF 3.14 4, r 18 " 1z.osc) LF O5� 6 o So '; 19 3"4.c. " .8. �io8� LF zzs 1q,54.8. Zo 3" GonJC,2e: E -7 ° -° z 64 z zo „TS:E G „G.✓ I E,4 800 800..- - ToTAG- .I Z0 oaor.E z CITY ORT BEACH - P,UBLIC.WORKS.DItENT 7 I ESTIMATING FORH PROJECT w�iTE2 MAw�,,ysreUC -rlr_ l DIVISION Z!NGJe. DATE nl5c• 31/134)s //7 /6(e BY: AA- sz)4 PRELIMINARY FINAL NO. ITEM QUANTITY- UNIT PRICE AMOUNT q La LA. C, 11435 LF ,t 0 647,3z,.31 31:50 7Q2 ZZ. oe-o j' 6 4''G. ✓ + I E4 /OD 100. it Q7 (a" 6. , 38 E4 /Z5- 4 , DSO,.: '� "G, ✓ (0 94 150 900. ! a 9 ) A „G ✓ I 5A '. .350 11 EA -37S Zs, i �3 6 "7.5 �, "6. ✓. 7 475- 3325 . -. 5A Soo s 13 l� "T, s. �:� "G• ✓. E4 boo_ lz %ART °e_✓rc s STS. 454 65 38 oz S,_ FL" i � ' E: 12059 L)C SID O — % OL9 3 "4,c. ' .,8• LF z; s 3" ronJc2i.: E 383 3 LF' z06 7,666°° zr /Z "G. Z EQ Zoo 400, .y lQ7-.4� � j Qvo /90,000 t - ._.. - - - - -- . - - vo 101 DOd OWN CY Lo N N _ • 000w o Uj N N � : u► - «► chiz �Z4� A� 00 ca w CD `r W W - e. w— °a Q w" (� 1 -,j W Qv opN� �SO�t� voq �. r .. L)A L 1::D U /f W T A/C )Iv oe le' � / sGAA10 2 3 S /D ip 2" 4 0. - -. l4 . 6 . 9_. .__7...._ G" C /428 x 8 /4 / /94 /6, 27$ 7/f/ 903 1165 i r C (02 i /F'zsw, 74 4 41 - �l�l w See ✓. �O /oo lc7� B7 43 �9 , � „,�.c• 7-EW 172 377 .4i 1 yp 3 - 9oA € X73 So /SB /9l /5GO — SG5 i 4 � w r T t 7qACA4-- WAcTeR i✓!l tiU WS-M4,e5D L0 _,_n MAR • 66, (6 40 MAR 56. 0 0 City Clesk March 4, 1966 Assistant City Attorney City Clerk Dover Shares, Lot C, Parking Lot, Contract No. 1015 Water Main Replacemient Program 1965 -66, Contract No. 966 It has been noted that the Faithful Performance Bonds and the Labor and Material Bonds in connection with subject contracts are dated February 17th, for Contract 1015, and February 18, 1966, for Contract 966. Instructions to me have been for me to date the contracts the date the Mayor signs the contracts. The contracts, therefore, have been dated yesterday and today, respectively, and the Bonds are now dated prior to the contract. I had a call from the bonding company regarding the date of the bonds for Contract 1015. I told the representative that if the contracts were available for signing by the Mayor on February 17, he would sign them and the bonds could be dated February 17th. I phoned Mike Anderson in Public Works right after talking with the bonding company and related to him my conversation with the bonding company. Mike told me that there is nothing in their regulations stipulating that the surety bonds must not pre -date the contracts. I informed him that Walter Charamza had told me years ago that the Bonds cannot be dated prior to the contract unless the bond recites special cir\-L=tances. Are subject bonds written with the special recitations, or is my information inoorreat? I note that you have approved the bonds. City Clerk Marvery Sdrrvuder MS:dg cc: Public Works Department a� 0F..om I' . i m !�I' I o W O xJ N 9 �mF • '. ow 1y ItuZ Lu F z tD 0 0 w w x N 'IN�IIIIIIINIYdIIYlldlll' nmme¢eaama¢��wcc�emnau� 0 w w x N