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HomeMy WebLinkAboutC-944 - Construction of Corona del Mar State & City Beach Park Dressing Room & Toilet Facilities� C/TY CLERK CONTRACT NO. 9414 (REVISED) CITY OF NEWPORT BEACH CONTRACT DOCUMENTS FOR THE CONSTRUCTION OF THE CORONA DEL MAR STATE AND CITY BEACH PARK DRESSING AND TOILET FACILITIES APPROVED BY THE CITY COUNCIL ON THIS 8TH DAY OF NOVEMBER, 1965 V l M- ITY CLERK CITY OF NEWPORT BEACH, CALIFORNIA NOTICE OF INVITING BIDS SEALED PROPOSALS WILL BE RECEIVED AT THE OFFICE OF THE CITY CLERK, CITY HALL, NEWPORT BEACH, CALIFORNIA, UNTIL. 11°00 A. M. ON THE 8TH DAY OF DECEMBER, 1965, AT WHICH TIME THEY WILL BE PUBLICLY OPENED AND READ, FOR PERFORMING WORK AS FOLLOWS: CONSTRUCTION OF THE CORONA DEL MAR STATE AND CITY BEACH PARK DRESSING AND TOILET FACILITIES (CONTRACT NO. 944, (REVISED) 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 BIDDER'S BOND MADE PAYABLE TO THE CITY OF NEWPORT BEACH, FOR AN AMOUNT EQUAL TO AT LEAST 10 PER CENT OF THE AMOUNT BID. 1HE DOCUMENTS INCLUDED WITHIN THE SEALED BIDS WHICH REQUIRE COMPLETION AND EXECU- TION ARE THE: FOLLOWING. I . SHEET 2 - PROPOSAL 2. SHEET 3 - BIDDER'S BOND 3. DESIGNATION OF SUB - CONTRACTORS 4. CONTRACTOR'S FINANCIAL STATUS 5. NON - COLLUSION AFFIDAVIT THE DOCUMENTS SHALL BE AFFIXED WITH THE APPROPRIATE AND CORRECT SIGNATURES AND SEALS OF THE CORPORATION., PARTNERSHIP, JOINT VENTURE AND/OR INDIVIDUAL. 1N ACCORDANCE WITH THE PROVISIONS OF SECTION 1770 OF THE LABOR CODE, THE CITY COUN- CIL OF THE CITY OF NEWPORT BEACH HAS ASCERTAINED THE GENERAL PREVAILING RATE OF PER DIEM WAGES IN THE LOCA:.iTY 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 N0. 5729. A C :,PY OF SAID RESOLUTION IS AVAILABLE IN THE OFFICE OF THE CITY CLERK IN THE CITY OF NEWP'.IRT BEACH. Ai!, BIDS ARE TO BE: C ?MPARED ON THE BASIS OF THE ENGINEER'S ESTIMATE OF THE QUAN- T;TIES OF WORK T:. BE DONE- N:, B1D 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 W!(.i. BE REQUIRED FOR EACH SET OF STANDARD SPECI- FICATIONS, A REFUNDABLE DEP051T OF $5,00 WILL BE REQUIRED FOR EACH SET OF PLANS, SPECIAL PROVISIONS_, AND CONTRACT OOCUMENTS. No REFUNDS WILL BE MADE LATER THAN 60 DAYS AFTER .AWARD OF BID. THE: CITY OF NEWPORT BEACH RESERVES THE RIGHT TO REJECT ANY OR ALL BIDS AND TO WAIVE ANY INFORMALITY IN SUCH BIDS. CITY OF NEWPORT BEACH MARGERY SCHROUDER, CITY CLERK 11 -9 -65 I PROPOSAL CONTRACT NO. 944 (REVISED) THE CONSTRUCTION OF THE CORONA DEL MAR STATE AND CITY BEACH PARK DRESSING AND TOILET FACILITIES TO THE HONORABLE CITY COUNCIL CITY C;, NEWPORT BEACH CALIFORNIA THE UNDERSIGNED DECLARES THAT HE HAS CAREFULLY EXAMINED THE LOCATION OF THE PROPOSED WORK, THAT HE HAS EXAMINED THE PLANS AND SPECIFICATIONS, AND HEREBY PRO- POSES TO FURNISH ALL MATERIALS AND DO ALIa 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 FOL- LOWING UNIT PRICES FOR EACH ITEM COMPLETE IN PLACE, TO WIT. ITEM QuANT ITY Nn, AND UNIT )o ONE LUMP SUM 2e ONE LUMP S, W. ITEM DESCRIPTION TOTAL UNIT PRICE WRITTEN IN WORDS PRICE BASE BIDo DRESSING AND TOILET STRUCTURE T07AL PRICE WRITTEN IN WORDS FORTY —TWO THOUSAND FOUR HUNDRECDOLLARS AND FIFTY AND NO CENTS $ 42,4550.00 LUMP SUM DEMOLITION OF EXISTING TOILET STRUCTURE C° NINE HUNDRED DOLLARS AND NO CENTS FORTY —THREE THOUSAND THREE HUNDRED AND FIFTY No DOLLARS AND CENTS $ 900.00 TOTAL $ 43,350.00 • .: • (BID BOND IN CITY CLERK'S FILE) THE UNDERSIGNED AGREES THAT IN CASE OF DEFAULT IN EXECUTING THE REQUIRED CONTACT WITH NECESSARY BONDS WITHIN TEN (10) DAYS, NOT INCLUDING SUNDAY, 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 ACCORDANCE WITH THE STATUTES OF THE STATE OF CALIFORNIA PROVIDING FOR THE REGISTRATION OF CONTRACTORSY LICENSE N0. 135545 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 BOND CASH, CERTIFIED CHECKS CASHIER'S CHECK OR BOND) IN AN AMOUNT NOTLESS THAN 10 PERCENT OF THE TOTAL BID PRICE. 494 7525 PHONE NUMBER DEC. 81 1965 DATE 285 BOAT CANYON LAGUNA BEACH CALIFORNIA BIDDER'S ADDRESS DAVID YOUNG BUILDER, INC. BIDDER'S NAME (SEAL) /5/ PATRICK COGAN AUTHORIZED SIGNATURE AUTHORIZED SIGNATURE CORPORATION TYPE OF ORGANIZATION (INDIVIDUAL, CORPORATIONS COPARTNERSHIP) LI5TBELOW NAMES OF PRESIDENT, SECRETARY) TREASURER AND MANAGER IF A CORPORTATION AND NAMES OF ALL COPARTNERS IF A COPARTNERSHIP: DAVID YOUNG PRESIDENT PATRICK COGAN VICE PRES. MARY YOUNG SECRETARY .. • • ,_PAGE 3 DESIGNATION OF SUB - CONTRACTORS THE UNDERSIGNED CERTIFIES THAT HE HAS USED THE SUB -BIDS OF THE FOLLOWING LISTED CONTRACTORS IN MAKING UP HIS DID 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 2. MASON KEPHARID CORONA DEL MAR 3 RE -BAR TRIANGLE SANTA ANA 4. PRE -CASH WAILES SUN VALLEY 5, PLUMBING BREDEHOFT- SANTA ANA 6. TOILET PART BUILDERS SPEC. LOS ANGELES DAVID YOUNG BUILDER, INC. BIDDER'S NAME /S/ PATRICK COGAN AUTHORIZED SIGNATURE CORPORATION TYPE OF ORGANIZATION I - (iNDIVIDUAL, COPARTNERSHIP OR CORPSRATION') 285 BOAT CANYON LAGUNA BEACH, CALIFORNIA ADDRESS k I,F (OR INAL BID BOND IN CITY CLERK'S Ft) BIDDER 'S BOND TO ACCOMPANY PROPOSAL KNOW ALL MEN B4 THESE PRESENT, 'THAT WE, DAVID YOUNG BUILDER, INC. AND UNITED STATES FIDELITY AND GUARANTY COMPANY PAGE 4 AS PRINCIPAL, SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH,, CALiFORN:A, IN THE SUM OF TEN PERCENT OF THE AMOUNT BID DOLLARS , LAWFUL. MONEY OF .THE UNITED STATES FOR THE PAYMENT OF WHICH SUM WELL AND TRULY TO BE MADE" WE BIND OURSELVES, JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENTS. THE COND M ON OF THE FOREGOING OBLfGAT ?ON 4S SUCH, THAT iF THE PROPOSAL OF THE ABOVE BOUNDEN, PRINCIPAL FOR THE CONSTRUCTION OF THE CORONA DEL MAR STATE AND CITY BEACH PARK DRESSING AND TOILET FACILITIES IN THE CITY OF NEWPORT BEACH, !S ACCEPTED BY THE CITY COUNCIL OF SAID C .ITYy AND 'F THE ABOVE BOUNDEN PRINCIPAL SHALL DULY ENTER INTO AND EXECUTE A CONTRACT FOR SUCH CONSTRUCTION AND SHALL EXECUTE AND DELIVER THE TWO (2) BONDS DESCRIBED IN THE "NOTICE INVITING BIDS1° WITHIN TEN (10) DAMS (NOT INCLUDING SUNDAY) FROM THE DATE OF THE MAILING OF A NOTICE TO THE ABOVE BOUNDEN PRINCIPAL BY AND FROM SA!O Cili OF NEWPORT BEACH THAT SAID CONTRACT IS READY FOR EXECUTION, THEN THIS OBLIGA.T!CN 54AL.L. BECOME NULL AND VOID, OTHERWISE IT BE AND REMAIN IN FULL FORCE AND EFFECT, AND THE AMOUNT SPECIFIED �EPEIN SHALL BE FORFEITED TO THE SAID CITY. IN WITNESS WHEREOF, WE HEREUNTO SET OUR BANDS AND SEALS THIS DAY OF 9 19� CORPORATE SEAL. (QF CORPORATION) (ATTACH ACKNOWLEDGEMENT OF ATTORNEY IN FACT) BY TITLE INCIPAL SUIIETY PAGE S LABOR AND MATER 4 BOND BOND NO. 14198 -12- 6098 -65 N' KNOW ALL MEN BY THESE PRESENTS, THAT WHEREAS, THE CITY COUNCIL OF THE CITY'Oi NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED DECEMBER 13, 1965 HAS AWARDED TO DAVID•YOUNG,BUILDER, INC. HEREINAFTER DESIGNATED AS THE "PRINCIPAL", A CONTRACT FOR THE CONSTRUCTION OF THE CORONA DEL MAR STATE AND CITY BEACH PARK DRESSING AND TOILET FACILITIES IN THE ICITY OF NEWPORT BEACH:, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFI- CATIONS AND OTHER CONTRACT DOCUMENTS ON FILE IN THE OFFICE OF THE CITY CLERK. WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF REQUIRE THE FURNISHING OF A BOND WITH SAID CONTRACT,.PROVID- ING THAT IF SAID PRINCIPAL OR ANY OF HIS OR ITS SUBCONTRACTORS, SMALL FAIL TO PAY FOR ANY MATERIALS, PROVISIONS, P'ROYENDPR 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 HEREIII'AFTER SET FORTH: NOW, THEREFOREO WE DAVID YOUNG BUILDER INC. AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE CONTRACTOR AND UNITED STATES FIDELITY AND GUARANTY COMPANY AS SURETY, ARE';HELD FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF TWENTY -ONE THOUSAND SIX HUNDRED SEVENTY -FIVE & NO /tWLARS 4 21,675.00** )� SAID SUM BEING ONE -HALF OF THE ESTIMATED AMOUNT PAYABLE BY THE CITY OF.NEWPORT BEACH UNDER THE TERMS OF THE CONTRACT, FOR WHICH PAYMENT WELL AND TRULY TO BE MADE WE BIND. OURSELVES, OUR HEIRS, EXECUTORS AND ADMINISTRATORS, SUCCESSORS OR ASSIGNS, JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENTS, THE CONDITION OF THIS OBLIGATION IS.SUCH, THAT IF THE PERSON OR HIS SUB- CONTRACTORS, FAIL TO PAY FOR ANY MATERIALS, 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 AMOUNT'S DUE UNDER THE UNEMPLOYMENT INSURANCE CODE WITH. RESPECT TO SUCH WORK OR LABOR, THAT THE SURETY OR, SURETIES WILL PAY FOR THE SAME, IN AN AMOUNT NOT EXCEEDING THE SUM SPECIFIED IN THE BOND, AND ALSO, IN CASE SUIT IS BROUGHT UPON THE BOND, A REASONABLE ATTORNEY4S FEE, TO BE FIXED BY THE COURT, AS REQUIRED BY THE PROVISIONS OF SECTION 4204 OF THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA. 0 PAGE 6 (LABOR AND MATERIAL BOND — CONTINUED) 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. 1. IN WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL AND SURETY ABOVE NAMED, ON THE ,21ST DAY OF DECEMBER , 196 5 DAVID YOUNG BUILDER, INC. (SEAL) r AL) SEAL CONTRACTOR UNITED STATES FIDELITY AND GUAEANTY COMtANYL BY !SEAL) MARILYNN W ELER, ATTORNEY -IN -FACT . SEAL) APPROV AS TO FORMe SURETY C I T7 AT RNE Y THIS BOND WAS APPROVED BY THE CITY COUNCIL OF THE C:TY or NEWPORT BEACH BY MOTION ON November 8, 1965 DATE ATTEST'. CITY CLERK Premium for this Bond Included in Performance Bond ATTORNEY -IN -FACT AFFIDAVIT STATE OR COMMONWEALTH OF__- _f.ALIEORNIA -------------------- l COUNTY OR CITY OF ---------- ORANGE -------- --------------- ss: Before me, a Notary Public, personally came ------------------ MARILYNN_HHEELER ------------------------------------- known to me, and known to be the Attorney -in -Fact of United States Fidelity and Guaranty Company, a Maryland Corporation, which executed the attached bond as surety, who deposed and said that his signa- ture and the corporate seal of said United States Fidelity and Guaranty Company were affixed by order and authority of said Company's Board of Directors, and that the execution of the attached bond is the ad dewl,�tes Fidelity and Guaranty Company. <• 'Dirt,? r .•NC +.DS L 21ST DECEMBER 65 Given Ti���i`, h d`r d seal this-- -- ----- ----- ---- -- --- - --.- -- a of- --- --- - -_ 19-- - -- -- -• I PR:,,. „iyo Ff1n Y -- -- ---- -- / Notary Public. My Commission expires -------- a -" 7.d. 876 (9.57) �_. 0 0 PAGE 7 PERFORMANCE BOND KNOB ALL MEN BY THESE PRESENTS THAT, BOND NO.14198 -12- 6098 -65 WHEREAS, THE CITY COUNCIL OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED DECEMBER 1i, 1965 HAS AWARDED TO DAVID YOUNG BUILDER, INC. HEREINAFTER DESIGNATED AS THE °PRINCIPAL "� A CONTRACT FOR THE CONSTRUCTION OF THE CORONA DEL MAR STATE AND CITY BEACH PARK DRESSING AND TOILET FACILITIES IN THE CITY OF NEWPORT BEACH, iN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS NOW ON FILE IN THE OFFICE OF THE CITY CLERK OF THE CITY OF NEWPORT BEACH- WHEREAS, SAID PRINCIPAL HAS EXECUTED OR 15 ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF REQUIRE THE FURNISHING A BOND FOR THE FAITHFUL PERFORMANCE OF SAID CONTRACT, NOW, THEREFORE,, WE, DAVID YOUNG BUILDER INC AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE "CONTRACTOR" AND UNITED STATES FIDELITY AND GUARANTY COMPANY AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, ON THE TWENTY -ONE THOUSAND SIX HUNDRED SUM OF SEVENTY -FIVE AND NO /100 - - - DOLLARS ($ 21,675.00** ), SAID SUM BEING EQUAL TO 50 OF THE ESTIMATED AMOUNT OF THE CONTRACT, TO BE PAID TO THE SAID CITY OR ITS CERTAIN ATTORNEY) ITS SUCCESSORS, AND ASSIGNS; FOR WHICH PAYMENT, WELL AND TRULY TO BE MADE, WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND ADMINISTRATORS, SUCCESSORS OR ASSIGNS, JOINTLY AND SEVERALLY, FIRMLY B.Y THESE PRESENTS. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT IF THE ABOVE BOUNDEN PRINCIPAL, HIS OR ITS HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS, OR ASSIGNS, SHALL IN ALL THINGS STAND TO AW 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 MULL .AND VOID; OTHERWISE IT SHALL REMAIN IN FULL FORCE AND VIRTUED M d • PAGE 8 (PERFORMANCE BOND - CONTINUED) AND SAID SURETY, FOR VALUE RECEIVED, HEREBY STIPULATES AND AGREES THAT NO CHANGE, EXTENSION OF TIME, ALTERATION OR ADDITION TO THE TERMS OF THE CONTRACT OR TO THE WORK TO BE PERFORMED THEREUNDER OR THE .SPECIFICATIONS ACCOMPANYING THE SAME SHALL IN ANY WISE AFFECT ITS OBLIGATIONS ON THIS BOND, AND IT DOES HEREBY WAIVE NOTICE OF ANY CHANGE, EXTENSION OF TIME, ALTERATION OR ADDiTiON TO THE TERMS OF THE CONTRACT OR TO THE WORK OR TO THE SPECIFICATIONS, IN WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL AND SURETY ABOVE NAMED, ON THE LIST DAY OF DECEMBER , 196 5• APPROVED AS TO FORMZ SEAL) SEAL) `SEAL) CONTRACTOR UNITED STATES FFIDELI/T/nY AND GUARANTY COMPANY `(SEAL) BY: //I �L�AX /l a� //YA GIYI�� (SEAL) SURETY MARILYNN WHEELER, ATTORNEY -IN -FACT Premium for this Bond is $434.00 for Term of Two Years ATTORNEY -IN -FACT AFFIDAVIT STATE OR COMMONWEALTH OF___,__CALIFORNIA COUNTY OR CITY OF ----------- PRANGE___________ ss: Before me, a Notary Public, personally came -------------------- ARS IN - WHEELER_- __----- ,---- _---- _- _---- _ - - -___ known to me, and known to be the Attorney -in -Fact of United States Fidelity and Guaranty Company, a Maryland Corporation, which executed the attached bond as surety, who deposed and said that his signa- ture and the corporate seal of said United States Fidelity and Guaranty Company were affixed by order and authority of said Company's Board of Directors, and that the execution of the attached bond is the `Ue,gcqt apd ��ates Fidelity and Guaranty Company. DNA R:cYNOL55 " 21ST rDEC BEE 65 ven i �ttdma� 1t�tttH seal this - - - - — - - -- - y of ------ -- ------ - -- - -, 19-- - - - - -- 4q PRINCIPAL OFFICE A. CZ ^N:,E COUNTY � d-Cz Notary Public. My Commission Jmi. 876 (937) 0 NON- COLJJSION AFFIDAV;T' • PAGE•4 7HF BIDDERS, B "Y ITS OFFICERS AND AGENTS OR REPPE`EN7A'IpES PRESENT AT THE TIME OF FILING THIS S!O., BEING DULY SWORN ON THEIR OATHS SAY, THAT NEITHER THEY" NOR ANY OF THEM.. HArF IN AN'% WAY, DiRECTLY OR INDIRECTLv, ENTERED JNTO AN''.' ARRANGEMENT OR . AGRREMENT Wi "TH ANY OTHER B!DDER, C� w. " -H A.NY PUBLIC OFFICER OF SUCH CITY OF NEWPORT BEACH "WHEREBY SUCH AFF'IAN? OR 4"i ANTS OR EITHER OF THEM, HAS PAID OR IS TO PAY" TO SUCH BIDDER OR PUBLIC OFliCER 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 INDIRECT'L'Y, ENTERED INTO ANY ARRANGEMENT OR .AGREEMENT WITH ANY OTHER BIDDER OR BIDDERS, WHICH TENDS TO OR DOES LESSEN OR DESTROY FREE COMPETITION JN THE LETTING OF THE. CONTRACT SOUGHT FOR BY THE ATTACHED BIOS; THAT NO BIO 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 T'HROI,GH SAID BID DEPOSITORY, OR WHICH PRE— 'YEN' ANY SUBCONTRACTOR OR M.ATEF'IA.LMAN FROM BIDDING TO ANY CONTRACTOR WHO DOES NOT USE THE FACILITIES C� OR ACCEPT BIDS FROM OR ?:'ROUGH SUCH BID DEPOSITORY; THAT NO INDUCEMENT OR ANY FORM OR CHo..RA.CTER OTHER 7^!.AN THAT WHICH APPEARS UPON THE FACE OF T'HE: BID wiLL BE SUGGESTED, OFFERED, FAEC� OR OEL!b FRED TO ANY PERSON WHOMSOEVER TO INFLUENCE THE ACCEPTANCE 'TANCE O THE. SAID BID OR AWARDING OF THE CONTRACT, NOR HAS THIS BIDDER ANY AGREEMENT OR UNDERS*ANDJNG OF ANT KIND WHA 'SOEVER, 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. SUBSCRIBED AND SWORN TO BEFORE .ME B, 7 HIS 8 OAY OF DECEMBER I96_5-; .MY COMMISSION E.%:PIRES; FEB. 26, i96o /S/ EDNA REYNOLDS NOTART PUBIJC. • 0 PAGE 10 BIDDER'S STATEMENT OF FINANCIAL, RESPCINC IBI;..I ' TEC."NICAL ABILIr° AND EXPER €E.NCE, (THE B - DOE'R !S RE, Q' � RE. 0 TO STATE. 'W �A' r'OPK DF P. SiM.LAR. O'H.A R.A C'T.'E R TO THAr 'NCL UDED IN THE PRO PC SED CON TRA C'' "E SAS SLJCCESS'ULL - PER' =ORMED ANO G VE SEFE.RENCE. WHICH WILL ENABLE T -E C;T- CCI;N.C!i. "0 .BUDGE -;IS RESPONS I,';L!'!y EXPERIENCE, SKILL AND BU5!NESS T u E: UN.DERS!GN ED SUBM 'TS H.EREW I'H .A S'ATEMENT OF HiS F NA.NC IA_ RE SPONS r B; L i TY THE UNDERSiGNEO SUBM'TS BELOW A S'ATEMENT OF 'HE 4'ORK O^ .S!mil-AR CHARACTER TO r -Ar IRCLJ0E9 '.N '!' F: PROPOSED C0��'r, C" W - iC� -C -.R .`.- U C C E',FS:' is •_.L PE. R FORME D, THIS COMPANY COMPLETED THE EXISTING CORONA DEL MAR BEACH FACILITIES IN 1960. SINCE THAT TIME, WE HAVE COMPLETED TWO BUILDINGS IN THE CITY OF NEWPORT BEACH, THE TOWERS AT 3121 W. COAST HIGHWAY AND AN OFFICE BUILDING AT 2863 E. COAST HIGHWAY. /S/ PATRICK COGAN SNE% • 0 PAGE II CONTRACT THjS AGREEMEN ?y MADE AND ENTERED INTO THIS ­3BLlt DAY OF C;E2� , 196-5, BY AND BETWEEN THE CITY OF NEWPORT BEACH, CALIFORNIA, HEREINAFTER DESIGNATED AS THE CITY, PARTY OF THE FIRST PART, AND DAVID YOUNG BUILDER, INC. HEREINAFTER. DESIGNATED AS THE CONTRACTOR, PARTY OF THE SECOND PART. WITNESSETH, THAT THE PARTIES HERETO DO MUTUALLY AGREE AS FOLLOWS 6. 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 THE CORONA DEL MAR STATE AND CITY BEACH PARK DRESSING AND TOILET FACILITIES AND TO PERFORM AND COMPLETE IN A GOOD AND WORKMANLIKE MANNER ALL THE WORK PERTAINING THERETO SHOWN ON THE PLANS AND SPECIFICATIONS THEREFOR;. TO FURNISH AT HIS OWN PROPER COST AND EXPENSE ALL TOOLS, EQUIPMENT, LABOR AND MATERIALS NECESSARY THEREFOR, (EXCEPT SUCH MATERIALS, IF ANY, AS IN THE SAID SPECIFfCATIONS ARE STIPULATED TO BE FURNISHED BY THE CITY), AND TO DO EVERYTHING REQUIRED BY THIS AGREEMENT AND THE SAID PLANS AND SPECIFICATIONS- 2. FOR FURNISHING ALL SAID MATERIALS AND LABOR, TOOLS AND EQUIPMENTy 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:'AFORESAID', OR FROM THE 'ACTION OF THE ELEMENTS, OR FROM ANY UNFORESEEN DIFFICULTIES WHICH MAY ARISE OR BE ENCOUNTERED IN THE PROSECU- TION OF THE WORK UNTIL ITS ACCEPTANCE BY THE CITY, AND FOR ALL RISKS OF EVERY DE- SCRIPTION CONNECTED WITH THE WORK; ALSO, FOR ALL EXPENSES INCURRED BY OR IN 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 CIT'• HEREBY PROMISES AND AGREES WITH THE SAID CONTRACTOR TO EMPLOY, AMC) 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 SPEC IF ICAT IONS; 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, dNSTRUCTIONS TO SIDBERS, CONTRACTORS PROPOSAL, AND THE PLANS AND SPECIFICATIONS; AND ALL AMENDMENTS THEREOF, WHEN APPROVED BY THE PARTIES HERETO, OR WHEN REQUIRED BY THE CITY IN ACCORDANCE WITH THE PROVISIONS OF THE PLANS AND SPECIFICATIONS, ARE HEREBY INCORPORATED IN AND MADE PART OF THIS AGREEMENT- ' 0 0 P }aE a2 5= THE CONT'R.(Tor SHALL ASSi4E TnE DE rE;NSE OF AND ;NOEmN ir't AfvO SAVE HARMLESS THE CITY, THE QIpE.C'TC.R rlr PUBLIC WQRKS; ANC. rHE 'IF CrFICERS aNi; Emc Ln ^EE5, FROM ALL CLAIMS, LOSS, D -MIGE, INJu R'` AND LIA3ILITY OF E':ER. 'KIND, NATURE AND OESCRIPTION 9 DIRECTLY CR INDIRE.C1 "Lr ARISING FRO!, TwE PE.PF ^RMnNCE OF T =E. CONT.pAC. CR WORK, REGARD- LESS Or RES ?CNS IBi L 17 FCR NEGL IGENCE5 4NP ;pOfi -N`. AND ALL CLA IvS„ LOSS, INJUR`.' AND LIABILITY, HOWSOEVER "NE' EAME wa,Y BE CAUSED, pE=uLT ING DIRE TL: CR IN- DIRECTLY °ROM 'T n:E NA'UPE OF T'�E VnQK CCo E R'_.+J BY TAE CC�N TRAIT ^F RE- SPONSiBILITY FOR NEGLIGENCE. 'N W,'.NESS W`IE.RE,C�, TnE pAq`iE° HERETO ..AU£ CAUSED Tn IS CCNTRp C* TO BE EXECUTED THE DAY AND ?EAR F!RST ABOCE.'wRITTEN.o r -v n.' NEW°CR.'T RE 4(:+; (.4L..'ORN�.A MA fR A TE.QT (:I T. ('y, 'Rg e WITA W MA- m — .— G �A. WIN .APRROvE.D AS 70 P�:,PM; ( ITY .ATT^ NE.Y� //S rlL SPECIAL. PROVISIONS FOR CONTRACT NO. 944 (REV'SED) • THE CONS'RUCTiON OF THE CORONA DE;. MAR STATE AND CITY BEACH PARK DRE35iNG AND TO:LET FACl;L 'T iES I. SCOPE Or WORK 1. . iE W,—RiI, '0 BE DONE N 'HIS C,C)N—RAC' CONSIST: .S OF THE FOiLOWiNG,' A. 7HE C)N.S'RUC-Z'�N OF A DRESS.NG AND TOILET 5!RUCIURE TOGETHER WI'H ALL Fi,(—URE.S AND APP,R'ENANCES; B 7.AE OF ADjCiN'NG CONCRETE SLABS, CONCRETE COLD -NS AND 'EE-BEAM 5TF?UC'IjRE3-, AND OTHER SURFACE IMPROVEMENTS; C_ THE DEmOl:-:ON OF 'HE EXi-5-;NG RESTROOM STRUCTURE; D '-c. VJPN.SH:NG C9 ALL LABOR, EQU(PKAEN' TRANSPCR-A:JON; WA'CQ, AND MATERIAL. (A) '. HROUGH %, ABODE AND ANY AND 4._L NCC Ess", " 0 7 �El ACC OMPL, sHmEN7 or 9 JNC .DE v'A_ WCR+, A5 .,OWN ON 7+-E P_AIvS EN.7"LFD "CORONA DEL MAR Cz-1 AND S "A "E BE A-I.- P&RI, DPF--5ItIv AND ".)ILE,. FACILI- s ES 11 y AND iN ACCORDANCE w:TH THE 5-ANDARD S--P,ir (A- QNz OF 'HE C I' v Dv NEwpo97 BEACH.; 5FE_C';AL PQCV,S',CNSI 'HE UN PM 6,i ! L D. NG CODE, AND 0- :+E R A PF� C ABL.E C:;' +' OF NEwpop- BEAC- Bu LD.NG CON- 5 - RJ( QN CODE: TIME OF COmFL.E',n.m E CC-N _.RAC -OR S!-4 Lk, COMPLETE A,__ WORM BEFORE MA" o5, 196' ?, JOB S;JPERV ;5 ,ON 1 LF PQ-V , N-, OF SE CT : Dk 5=0 I CF ''HE 57 ANDARD SPEC - , � c 4- 1 o.Ns , Au-Hop .Tv Or 71 HE ENGINEER 5-4-L G--.NERAL'_Y APF4}; :N ADD:T':ONj 114.E Cl-' BU.LD.NG i WSPECTOR WELL FRO= , DE, N3PEC' Ir.v 10 W5UPE COMPLIANCE OF BU:LDING CONS?PLjCrIO.N W1-14 AP'L:CABLE CODES . A_.­EP4".ON5, L,'PA WORK., OR FORCE ACCCUNT WORk W.LL. BE AUTHORIZED ONLI W3'k —,HE ExPRESS WR ­EN APPROFAL. cr IH.F ENGINEER. jV, TRADE NAMES �LEASC REFER 7.0 SEC­ 10,1 6-o OF '�E 57ANDARD SPE:Cll:C.A';0N.S V.. PERM-IS & ._CUNSES THE CCIK- PAC -OR AND ALL SUB-CONTPAC TORS SHALL BE L CEINSE D iNl ACCORDANCE W - I ALL S'A'E AND CITY LAWS AND ORD.NANCE5. ALL Cl'� PLAN CHECK' AKD INSPEC-1 zON FEES, AND DE1401—I'lON PERMIT FEE W(Ll_ BE WAIVED., 0 VI. MINIMUM STANDARDS • SP -2 ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE MINIMUM STANDARDS OF THE FOL- LOWING: A. ALL CODES AND ORDINANCES OF THE CITY OF NEWPORT BEACH; B. THE RULES AND REGULATIONS OF THE CALIFORNIA STATE INDUSTRIAL ACCIDENT COMMISSION. VII. RECORD DRAWINGS THE CONTRACTOR SHALL MAINTAIN A COMPLETE "AS-BUILT" SET OF BLUE LINE PRINTS OF THE PLANS, INDICATING ALL CHANGES OCCURRING ON A DAILY BASIS. UPON COMPLETION OF THE WORK, THE "AS- BUILT" PRINTS SHALL BE DELIVERED TO THE ARCHITECT'S OFFICE FOR COR- RECTIONS TO THE TRACINGS. VIII. GUARANTEE THE CONTRACTOR, UPON COMPLETION OF THE WORK, BUT PRIOR TO ACCEPTANCE BY THE CITY COUNCIL, SHALL PROVIDE A WRITTEN LETTER OF GUARANTEE ON HIS OWN LETTERHEAD AS FOLLOWS: "GUARANTEE FOR CORONA DEL MAR STATE AND CITY BEACH DRESSING & TOILET FACILITIES WE HEREBY GUARANTEE THAT THE CONSTRUCTION OF THE CORONA DEL MAR STATE AND CITY BEACH DRESSING AND TOILET FACILITIES, WHICH WE HAVE INSTALLED IN THE CITY OF NEWPORT BEACH, CALIFORNIA, HAS BEEN DONE IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AND THAT THE WORK AS INSTALLED WILL FULFILL THE REQUIREMENTS INCLUDED IN THE SPECIFICATIONS. WE AGREE TO REPAIR OR REPLACE ANY OR ALL OF OUR WORK, TOGETHER WITH ANY OTHER ADJACENT WORK WHICH MAY BE DISPLACED BY SO DOING, THAT MAY PROVE TO BE DEFECTIVE IN ITS WORKMANSHIP OR MATERIAL WITHIN A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE OF THE ABOVE- MENTIONED STRUCTURE BY THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, ORDINARY WEAR AND TEAR AND UN- USUAL ABUSE OR NEGLECT EXCEPTED. IN THE EVENT OF OUR FAILURE TO COMPLY WITHIN 15 DAYS AFTER BEING NOTIFIED IN OR SEPARATELY, DO HEREBY AUTHORIZE THE REPAIRED AND MADE GOOD AT OUR EXPENSE, CHARGES THEREFOR UPON DEMAND. 4ITH THE ABOVE-MENTIONED CONDITIONS, WRITING BY THE CITY, WE, COLLECTIVELY CITY TO PROCEED TO HAVE SAID DEFECTS AND WE WILL HONOR AND PAY THE COSTS AND � 1 SIGNE NERAL LONTR LOCAL U REPRESENTATIVE TO BE CONTACTED FOR SERVICE, 1S: ,G �J ADDRESS 28S FJJtnGT CAN Y-0 N L A ri N(115 a11c i] TELEPHONE N0. 4 q4 - (s z s IF IX. TEMPORARY FACILITIES THE CONTRACTOR SHALL PROVIDE ALL FACILITIES AND UTILITY SERVICES AS ARE SPECIFIED AND REQUIRED, AND SHALL REMOVE TEMPORARY FACILITIES UPON COMPLETION OF THE PROJECT AT NO EXPENSE TO THE CITY. 0 0 SP -3 IX. TEMPORARY FACILITIES (CONT'D) THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TEMPORARY CONSTRUCTION, SCAFFOLDING, LADDERS, RUNWAYS, ETC., AS REQUIRED. COMPLY WITH ALL LAWS, ORDINANCES, RULES, AND REGULATIONS GOVERNING THE CONSTRUCTION AND USE OF SAME. THE CONTRACTOR SHALL ALSO FURNISH OR CONSTRUCT ANY BARRICADES,-LIGHTS, OR OTHER GUARDS ABOUT THE WORK AREA WHICH MAY BE REQUIRED FOR PUBLIC SAFETY; AND PROVIDE THE NECESSARY SHEDS AND ENCLOSURES FOR STORAGE OF MATERIALS AND EQUIPMENT. X. TESTING LABORATORY SERVICES A. GENERAL: WHEN TESTING, INSPECTION, OR OTHER RELATED SERVICES ARE REQUIRED BY CODES OR HEREIN SPECIFIED, OR WHEN, IN THE OPINION OF THE ENGINEER, TESTING OR INSPECTION OF ANY WORK OR MATERIALS IS REQUIRED, SUCH SERVICES SHALL BE PER- FORMED BY A LABORATORY APPROVED BY THE CITY. B. PAYMENT: UNLESS OTHERWISE SPECIFIED, TESTING LABORATORY SERVICES WILL BE PAID BY THE CITY. C. SAMPLES: CONTRACTOR SHALL FURNISH, WITHOUT ADDITIONAL COST TO CITY, SUCH SAMPLES AS ARE SPECIFIED OR REQUIRED FOR PROPER CONDUCT OF THE WORK. D. REPORTS: TESTING LABORATORY WILL PICK UP, CARE FOR, AND MAKE REQUIRED TESTS AND REPORT TESTS IN WRITING SIMULTANEOUSLY TO CITY, ARCHITECT, AND STRUCTURAL ENGINEER (I COPY EACH). E. PAYMENT BY CONTRACTOR: CONTRACTOR SHALL PAY ALL COSTS FOR TESTING, INSPECTION, OR OTHER RELATED SERVICES IF REQUIRED BECAUSE OF ONE OR MORE OF THE FOLLOWING REASONS: I. RETESTING BECAUSE OF FAILURE OF INITIAL SAMPLES; Z. IMPROPER SCHEDULING OF WORK BY CONTRACTOR OR ADDITIONAL COSTS DUE TO OVER- TIME WORK; '3. FAILURE TO PROPERLY NOTIFY LABORATORY; 4. CHANGES IN SOURCES, LOTS, OR SUPPLIERS OF MATERIALS AFTER ORIGINAL TESTS; 5. IMPROPER SCHEDULING OF DELIVERY OF MATERIALS BY CONTRACTOR; 6. CHANGES IN METHODS OR MATERIALS OF CONSTRUCTION REQUESTED BY CONTRACTOR THAT REQUIRE TESTING, INSPECTION, OR OTHER RELATED SERVICES IN EXCESS OF THAT REQUIRED BY ORIGINAL DESIGN; 7. CONCRETE MIX DESIGNS IN EXCESS OF FIRST SUCCESSFUL DESIGN FOR EACH CON- CRETE TYPE; 8. TESTS OR RETESTING ELSEWHERE SPECIFIED AS THE RESPONSIBILITY OF CONTRACTOR. F. TEST LISTS: FOR APPROXIMATE LISTING OF TESTS TO BE PERFORMED REFER TO APPLI- CABLE SECTIONS OF SPECIFICATIONS AND TO "TEST LIST" FURNISHED TO CONTRACTOR ABTER AWARD OF CONTRACT. Xi., EARTHWORK 0 sP -4 THE CONTRACTOR SHALL REMOVE ALL DEBRIS AND SCARIFY AREAS COVERED BY NEW CONCRETE AND ASPHALTIC CONCRETE PAVING TO A DEPTH OF AT LEAST SIX (6) INCHES. THE 5USGRADE SHALL BE COMPACTED TO A MINIMUM 95% OF MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED AASHO 3 -LAYER TEST. ALL FILL UNDER CONCRETE SLABS MAY BE MADE WITH EXCAVATED MATERIAL. FILL MATERIAL SHALL BE GRANULAR IN NATURE SIMILAR TO SAND. ANY IMPORTED MATERIAL SHALL BE SAND. FILL MATERIAL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. REMAINING FILL RE- QUIRED FOR THE SITE MAY BE MADE WITH EXCAVATED SAND. ALL STRUCTURAL EXCAVATION SHALL BE OF PROPER SIZE TO PERMIT THE INSTALLATION AND REMOVAL OF FORMS, UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. ALL EX- CAVATIONS SHALL BE KEPT FREE OF STANDING WATER AT ALL TIMES. SIDES OF BEARING FOOTINGS SHALL BE FORMED. EXCAVATIONS SHALL BE CLEARED OF ALL FORM LUMBER OR DEBRIS OF ANY KING BEFORE BACK - FILLING IS STARTED. BACKFILL SHALL BE THOROUGHLY COMPACTED TO 90% OF MAXIMUM DENSITY BY MECHANICAL MEANS. THE FINISH GRADING SHALL CONSIST OF LEVELING THE SITE AND MAKING SUCH CUTS OR FILLS AS MAY BE REQUIRED TO BRING THE GROUND SURFACE TO THE SPOT ELEVATIONS OR FINISH CONTOURS SHOWN, WITH A MAXIMUM TOLERANCE OF 0.10 FOOT. TRENCHES AND OTHER DRAINAGE FLOW LINES SHALL SLOPE UNIFORMLY TO AVOID STANDING WATER. REMOVE ALL EXCESS OR UNSUITABLE MATERIAL FROM THE SITE. LEAVE THE SITE CLEANS PRO- PERLY GRADED AND FREE OF ANY DEBRIS. XII. ASPHALTIC CONCRETE PAVING THE CONTRACTOR SHALL INSTALL 2" X 4" FOUNDATION GRADE HEART REDWOOD HEADERS ALONG EDGES OF A.C. PAVING EXCEPT NEXT TO GUTTERS OR EXISTING A.C. FASTEN IN PLACE BY 2° X 4" BY 18" LONG REDWOOD STAKES SPACED AT 4'-0" CENTERS. AFTER GRADING OR CUTTING AND PRIOR TO PLACING OF AGGREGATE BASES THE CONTRACTOR SHALL TREAT ALL SUB -BASES TO RECEIVE ASPHALTIC CONCRETE WITH "BORESCU" APPLIED AT 5 TO 10 LBS. PER 100 SQ. FT., OR "POLYBOR CHLORATE" APPLIED AT 2 TO 4 LB5. PER 100 SQ. FT. IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. TAKE EXTREME PRE- CAUTION TO CONFINE THE WEED POISON TO THE AREA TO BE COVERED BY ASPHALTIC CON - CRETE� AND PROVIDE ALL NECESSARY PROTECTION TO PREVENT INJURY OR DAMAGE TO LIFE OR PROPERTY. THE USE OF AN ASPHALT PAVER WILL NOT BE REQUIRED. NO SEAL COAT IS REQUIRED. NO SEPARATE PAYMENT WILL BE MADE FOR ANY TRENCH RESURFACING AFTER INSTALLATION OF UNDERGROUND UTILITIES. XIII. CLEARING AND DEMOLITION OF EXISTING RESTROOM STRUCTURE THE CONTRACTOR SHALL DEMOLISH AND COMPLETELY REMOVE FROM THE SITE THE EXISTING RESTROOM STRUCTURE SHOWN ON THE PLANS. THE WATER AND SEWER SERVICES SHALL BE SECURELY PLUGGED AT THE WATER AND SEWER MAINS IN A MANNER ACCEPTABLE TO THE ENGI- NEER. 0 0 SP -5 XIII. CLEARING AND DEMOLITION OF EXISTING RESTROOM STRUCTURE (CONT' ALL DEBRIS SHALL BE REMOVED FOR A MINIMUM DEPTH OF 2 FEET. THE SOIL SHALL BE FILLED AND COMPACTED Tn 90% MAXIMUM DENSITY TO SUSGRADE. THE CONTRACTOR SHALL INSTALL 2" A.C. OVER 4° A.B. PAVING IN AREA OF OLD BUILDING TO MATCH AND JOIN THE EXISTING PAVE- MENT. NO SEPARATE PAYMENT WILL BE MADE FOR ASPHALT PAVING. XIV. CONCRETE A. TESTING: PERFORM FOLLOWING TESTS IN STRICT ACCORDANCE WITH PROVISIONS OF CUR- RENT ASTM SPECIFICATIONS AND THE UNIFORM BUILDING CODE. 1. SAMPLE AND TEST CEMENT. MILL TESTS ACCEPTABLE) 2. SAMPLE AND TEST CONCRETE AGGREGATE AS REQUIRED. 3. TEST TWO CYLINDERS FROM EACH 100 CUBIC YARDS OF CONCRETE, OR FRACTION THERE- OF, PLACED EACH DAY. 4. SLUMP TESTS: ASTM C143. FOUNDATIONS AND SIMILAR REINFORCED CONCRETE, 3" TO 4". SLABS ON GRADE, 3" TO 4z ". LIGHTWEIGHT CONCRETE, 3° SLUMP. B. — MIX XDDESIGN: DESIGN ALL CONCRETE MIXES FOR A MINIMUM OF 3000 P.5.1. STRENGTH AT 2T DAYS. C. MATERIALS 1. DO NOT CHANGE BRAND OF CEMENT OR SOURCE OF AGGREGATE DURING COURSE OF WORK WITHOUT PRIOR WRITTEN APPROVAL OF ENGINEER. PROTECT ALL CONCRETE MATERIALS FROM CONTAMINATION OF ANY KIND. 2. PORTLAND CEMENT: ALL CEMENT USED IN JOB -MIXED CONCRETE SHALL BE PACKED IN STRONG PAPER OR JUTE BAGS WITH BRAND AND MANUFACTURERS NAME STAMPED THERE- ON. STORE CEMENT UNDER COVER AND OFF GROUND. REMOVE IMMEDIATELY FROM SITE ANY STORED CEMENT THAT BECOMES WET, SHOWS ANY SIGNS OF CAKING, OR DETERIOR- ATION OF ANY KING. GENERAL USE: ASTM C150, TYPE 1. USE LOW ALKALI TYPE WITH 0.6% ALKALI CON- TENT PER ASTM C114 WHEN AGGREGATES ARE REACTIVE OR FAIL TO PASS SOUNDNESS TEST. 3. CONVENTIONAL AGGREGATE: USE FOR STANDARD WEIGHT CONCRETE. CONFORM TO ASTM C33- 4. LIGHTWEIGHT AGGREGATE FOR CONCRETE COLUMNS: ROCKLITE PRODUCTS CO., "ROCKLITE ". 5. WATER: CLEAN AND FREE FROM DELETERIOUS AMOUNTS OF ACIDS, ALKALIS, SALTS OR ORGANIC MATERIALS. 6. ADMIXTURE: THE USE OF ANY ADMIXTURE WILL NOT DE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. 7. FORM MATERIALS: A. FORMS FOR EXPOSED CONCRETE: CS45, 3/4" DOUGLAS FIR STRUCTURAL PLYWOOD, EXTERIOR TYPE DFPA "PLYFORM 11 B -B, FREE OF RAISED OR SEPARATED VENEERS. 0 XIV. CONCRETE (CONTD) 0 SP -6 8. FORMS FOR UNEXPOSED CONCRETE: "STANDARD" GRADE DOUGLES FIR CONFORMING TO PAR. 120 -C, WCLA GRADING RULES No. 15. SISIE AND 34S AS REQUIRED. 8. LIQUID CURING COMPOUND: ASTM C309 TYPE 1, APPROVED STANDARD PRODUCT RESIN TYPE, FREE OF WAX OR OIL, COMPATIBLE WITH SUBSEQUENTLY APPLIED FINISHES OR COVERINGS, DELIVERED IN UNOPENED LABELED CONTAINERS. 9. CONCRETE CURING PAPER: ASTM C171, NON - STAINING REINFORCED TYPE. IO. EXPANSION JOINT STRIP MATERIAL: y ASPHALT SATURATED STRIPS FULL THICKNESS OF SLAB. II. PEBBLE AGGREGATE: ROUNDED OCEAN WASHED PEBBLES, APPROXIMATELY Iii BY I , AVAILABLE FROM CRYSTAL SILICA COMPANY, LOS ANGELES. COLORS TO FMATCH EXISTING WORK. 12. ACID STAIN: ROHLOFF & CO., "KEMIKO" ACID STAIN, COLOR TO MATCH EXISTING WORK. 13. SURFACE- RETARDANT COATING: SIKA CHEMICAL CORP., "RUGASOL -F" FOR FORMED CONCRETE SURFACES, TIRUGASOL -C" FOR UNFORMED SURFACES. D. CONCRETE AGGREGATE FINISH INTENT: IT 15 THE INTENT OF THESE SPECIFICATIONS TO SECURE FOR EVERY PART OF STRUCTURE, WORKABLE, HOMOGENEOUS CONCRETE WHICH, WHEN HARDENED, WILL HAVE REQUIRED RESISTANCE TO WEATHERING, AND BE OF SUCH STRENGTH THAT STANDARD TEST CYLINDERS WILL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS AS SPECIFIED IN "CONCRETE TYPES." 2. AGGREGATE PROPORTIONS: PROPORTION AMOUNTS OF FINE AND COURSE AGGREGATE WITH RESPECT TO EACH OTHER AND TO WATER - CEMENT CONTENT SO THAT CONCRETE CAN BE PLACED WITHOUT SEGREGATION AND WITH A SLUMP OF NOT LESS THAN 2 INCHES. PROPORTION CONCRETE MIX SO THAT VOLUME OF SAND WITH RESPECT TO TOTAL AGGREGATE MEASURED SEPARATELY SHALL NOT BE LESS THAN 30 PERCENT. MAXIMUM QUANTITY OF TOTAL AGGREGATE AS MEASURED SEPARATELY BEFORE COM- BINING SHALL NOT EXCEED 6.50 CUBIC FEET PER SACK of CEMENT. 3. AGGREGATE SIZES: MAXIMUM SIZE OF AGGREGATE SHALL BE I° FOR SLABS LESS THAN 5" IN THICKNESS, AND SHALL BE IZ" FOR 8" OR THICKER WALLS, SLABS THICKER THAN 5", FOOTINGS, AND THE LIKE, PROVIDING PROPER PLACING OF CONCRETE CAN BE SECURED. AGGREGATE FOR PRECAST TEES SHALL BE NO LARGER THAN ONE INCH. 4. WATER - CEMENT RATIO: AMOUNT OF WATER PER SACK OF CEMENT, INCLUDING ANY MOISTURE CONTAINED IN AGGREGATE, SHALL NOT EXCEED 6.00 GALS. FOR 3000 LBS CONCRETE. 5. EXPOSED AGGREGATE COLUMNS: USE ONLY "ROCKLITE" AGGREGATE AND I00,$ MAT- CHING LIGHTWEIGHT FINES. GRADE AGGREGATES AS REQUIRED TO MATCH EXISTING EXPOSED AGGREGATE COLUMNS. 0 0 XIV. CONCRETE (CONT'D) E. TRANSIT -MIX CONCRETE GENERAL: EQUIP TRANSIT MIXERS WITH OF REVOLUTIONS OF DRUM PRIOR TO THE DEVICE AND AN AUTOMATIC TIME CLOCK. SP -7 AUTOMATIC DEVICES FOR RECORDING NUMBER COMPLETION OF MIXING, WATER MEASURING 2. MEASUREMENTS MIXING, AND DELIVERY: CONFORM TO REQUIREMENTS OF STANDARD SPECIFICATION FOR READY-MIX CONCRETE ASTM DESIGN, C94 AND AS HEREIN SPECI- FIED. A. DELIVER TO WORK WITH 2z GALLONS OF WATER PER CUBIC YARD WITHHELD. IN- CORPORATE THIS WATER IN MIX BEFORE CONCRETE IS DISCHARGED FROM MIXER TRUCK, BUT ONLY UNDER SUPERVISION OF THE ENGINEER. B. MIX TRANSIT -M(XED CONCRETE FOR A PERIOD OF NOT LESS THAN IO MINUTES. AT LEAST 3 MINUTES OF MIXING SHALL BE DONE AT JOB SITES IMMEDIATELY PRIOR TO DISCHARGING. 3. CERTIFICATE: DELIVER TO ENGINEERS A CERTIFICATE WITH EACH MIXER TRUCK STATING THE QUANTITY OF CEMENT, WATERS FINE AGGREGATE, COARSE AGGREGATE AND ADMIXTURE CONTAINED IN LOAD. 4. DO NOT USE TRANSIT -MIXED CONCRETE IF NOT PLACED IN FINAL POSITION WITHIN 112 HOURS AFTER WATER IS FIRST ADDED TO BATCH. NO RETEMPERING OF CONCRETE WILL BE ALLOWED. F. DEFECTIVE CONCRETE SHOULD STRENGTH OF TEST CYLINDERS OF ANY GRADE OF CONCRETE FOR ANY PORTION OF PROJECT FALL BELOW MINIMUM 28 DAYS STRENGTH SPECIFIED, CONCRETE IN PLACE WILL BE DEEMED DEFECTIVE AND SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. G. FORMS GENERAL: FORM ALL CONCRETE EXCEPT BOTTOMS OF GRADE BEAMS AND FOOTINGS. GRADE BEAMS MUST BE FORMED. 2. WORKMANSHIP: MAKE FORMS TRUE TO LINE AND GRADES OF EXACT DIMENSIONS AS DRAWN, SUFFICIENTLY TIGHT TO PREVENT LEAKAGE OF MORTAR, BRACED AND TIED TO PREVENT ANY SPREADING AND RIGID ENOUGH TO PREVENT SAGGING OR DISPLACEMENT BETWEEN SUPPORTS. DO NOT USE OR INSTALL WOOD OF ANY KINDS EITHER TEMPOR- ARY OR PERMANENT, INSIDE FORMS EXCEPT FOR NAILING BLOCKS BUCKS, OR OTHER INSERTS SPECIFIED. 3. EXPOSED CONCRETE: WHICH WILL BE FIRE MINENT FORM MARKS POSED CONCRETE IN USE, ON FORMS FOR INTENT OF THESE SPECIFICATIONS IS TO SECURE SURFACES OF RIDGES OFFSETS IN PLANES OR OTHER OBVIOUSLY PRO - AFTER GRINDING AND/OR PATCHING AND SACKING. POUR EX- PLYWOOD FORMS. USE A PLASTIC COATING) DESIGNED FOR SUCH CONCRETE TEE BEAMS. 4. UNEXPOSED CONCRETE: ALL UNEXPOSED CONCRETE MAY BE CAST IN WOODEN FORMS. H. REINFORCING STEEL COORDINATE INSTALLATION OF REINFORCING STEEL BARS PROVIDED UNDER SECTION "RE- INFORCING STEEL% CLEAN BARS EXTENDING THROUGH CONSTRUCTION JOINTS OF CON- CRETE WHILE INCRUSTATIONS ARE SOFT. 0 XIV. CONCRETE (CONT'D) I. PREPARATION FOR CONCRETE PLACING r] .; I. DEBRIS: REMOVE FOREIGN MATTER IN FORMS, AND RIGIDLY CLOSE PORTS AND OPEN- ING LEFT IN FORM WORK. 2. REINFORCEMENT: CLEAN EMBEDDED METAL OF OLD MORTAR, OILS, MILL SCALE, AND OTHER INCRUSTATIONS OR COATINGS THAT MIGHT REDUCE BOND. 3. WETTING OF BOARD FORMS: SOAK INSIDE SURFACE OF FORMS WITH WATER BEFORE POURING. 4. INSERTS, ANCHORS, ETC.: COOR CATE PIPES IN CONCRETE EXCEPT SLABS WITH A MINIMUM COVER OF ATELY AND SECURE IN PLACE ALL PLATES, ETC. BEFORE POURING. REDUCE THEIR BOND. J. PLACING CONCRETE )INATE WORK WITH RELATED TRADES. DO NOT LO- AS DETAILED. PLACE CONDUITS IN CONCRETE iy" ABOVE AND BELOW CONDUIT. LOCATE ACCUR- MISCELLANEOUS ANCHORS, BOLTS, TIES, DOWELS, CLEAN AND FREE FROM ANY COATING WHICH WOULD CONVEYING AND PLACING: HANDLE CONCRETE FROM MIXER TO PLACE OF DEPOSIT AS RAPIDLY AS PRACTICABLE, BY METHODS WHICH WILL PREVENT SEPARATION OR LOSS OF INGREDIENTS. UNDER NO CIRCUMSTANCES DEPOSIT PARTIALLY HARDENED CON- CRETE IN FORMS. DEPOSIT CONCRETE IN FORMS AS NEARLY AS POSSIBLE TO ITS FINAL LOCATION, WITH SURFACE ALWAYS APPROXIMATELY HORIZONTAL. SPADE AND VIBRATE CONCRETE IN ORDER TO COMPLETELY FILL FORMS WITHOUT SEGREGATION. CARRY OUT CONCRETE PLACING AS A CONTINUOUS OPERATION BETWEEN PREDETER- MINED CONSTRUCTION JOINTS. 2. COMPACTING: WORK CONCRETE THOROUGHLY AROUND REINFORCEMENT, EMBEDDED FIX- TURES AND INTO CORNERS OF FORMS DURING OPERATION OF PLACING AND COMPACT BY MECHANICAL MEANS SUCH AS MECHANICAL VIBRATORS UNTIL CONCRETE 15 THOROUGHLY COMPACTED AND WITHOUT VOIDS. EXERCISE CARE TO DIRECT QUICK HANDLING OF VIBRATOR FROM ONE POSITION TO ANOTHER AND, IN NO CASE, -0 OVER- VIBRATE CON- CRETE. K. CONSTRUCTION JOINTS DO NOT INSTALL ANY CONSTRUCTION JOINTS NOT INDICATED ON DRAWINGS WITHOUT PRIOR APPROVAL OF THE ENGINEER. FORM AND KEY ALL VERTICAL CONSTRUCTION JOINTS. L. CURING CONCRETE THE CONCRETE TEES AND SURFACES OF COLORED CONCRETE SHALL BE CURED BY KEEPING THE CONCRETE THOROUGHLY MOISTENED FOR 14 DAYS AFTER POURING BY THE USE OF CON - CRETE CURING PAPER. SLABS MAY BE CURED BY THE USE OF LIQUID CURING COMPOUND. M. REMOVING FORMS EXERCISE PARTICULAR CARE IN REMOVING FORMS FROM FINISHED CONCRETE SURFACES. DO NOT REMOVE FORM UNLESS CONCRETE WILL SUPPORT ITS OWN WEIGHT TOGETHER WITH ADDITIONAL LOADS DUE TO CONSTRUCTION ACTIVITIES. IN GENERAL, FORMS AND SHORES SHALL REMAIN UNDISTRUBED FOR A 7 DAY MINIMUM. XIV. CONCRETE (CONT'D) N. PATCHING AND FINISHING FORMED CONCRETE SP -9 THE CONTRACTOR SHALL NOT LEAVE EXPOSED STEEL TIES CLAMPS, ETC. , IN CONCRETE. REPAIR ANY DAMAGE THAT RESULTS IN A MANNER SATISFACTORY TO THE ENGINEER. RE- MOVE ALL FINS FROM EXPOSED CONCRETE AND DO ALL PATCHING IMMEDIATELY AFTER STRIPPING FORMS. IF NECESSARY, GRIND EXPOSED CONCRETE FREE OF RIDGES, OFF- SETS OR OTHER PROMINENT MARKS. SACK EXPOSED EXTERIOR AND INTERIOR CONCRETE SURFACES, EXCEPT WALKING SURFACES) AND OTHER EXPOSED CONCRETE SPECIFIED FOR SPECIAL FINISHES. O. SLAB FINISHING MAKE FINISH SURFACES LEVEL OR SLOPED AS DETAILED) WITH A MAXIMUM DEVIATION OF I /8" FROM A IO -FT. STRAIGHT EDGE. REFER TO DRAWINGS FOR LOCATIONS OF FOLLOWING TYPES OF SLAB FINISH. INTERIOR SLAB FINISH: WOOD FLOAT FINISH SURFACE WITHOUT ADDITIONAL MORTAR. AFTER SURFACE WATER DISAPPEARS AND SURFACE IS SUFFICIENTLY HARDENED, STEEL TROWEL TO A SMOOTH DENSE SURFACES USING HAND OR MECHANICAL MEANS. TROWE- LING SHALL BE MINIMUM AMOUNT WHICH WILL RESULT IN REQUIRED FINISH AND SHALL NOT BE STARTED UNTIL CONCRETE HAS HARDENED SUFFICIENTLY TO PREVENT EXCESS FINES BEING WORKED TO SURFACE. AFTER CONCRETE HAS SET ENOUGH TO RING TROWEL, RETROWEL TO A BURNISHED IMPERVIOUS FINISH FREE OF TROWEL MARKS OR OTHER BLEMISHES. FOR ALL CONCRETE FLOOR SURFACES NOT OTHERWISE SPECIFIED. 2. SIDEWALK FINISH: LIGHT STEEL TROWEL FINISH TO RESULT IN UNIFORM ABRASIVE SURFACE. 3. BROOM FINISH: PREPARE SAME AS NORMAL SLAB FINISH. WHEN READY ROUGHEN SURFACE WITH A LIGHT BROOMED FINISH. P. GROUTING AND DRY PACK UNDER DIRECTION OF THE ENGINEERS THE CONTRACTOR SHALL INSTALL DRY PACK PROPERLY BENEATH ALL BEARINGS OF PLATES COLUMNS, AND LIKE STRUCTURAL MEMBERS. DRY PACK SHALL BE ONE PART PORTLAND CEMENT TO FOUR PARTS SAND WITH ONLY ENOUGH WATER ADDED TO FORM A BALL. RAM ALL DRY PACK TIGHT AND SOLID WITH PACKING DEVICE AND HAMMER, Q. EXPOSED AGGREGATE COLUMNS COAT FORMS FOR COLUMNS WITH "RUGASOL -F" IN STRICT ACCORDANCE WITH MANUFACTUR- ER'S INSTRUCTIONS. PERFORM WORK UPON ADVICE OF MANUFACTURER'S TRAINED REPRES- ENTATIVE. APPLY COATING AND EXPOSE AGGREGATE IN A MANNER WHICH WILL RESULT IN COLUMNS WHICH WILL MATCH EXISTING WORK. R. ACID STAIN ON COLUMNS APPLY TWO COATS OF SPECIFIED ACID STAIN TO EXPOSED AGGREGATE CONCRETE COLUMNS IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. USE PROPER COLOR TO MAKE NEW COLUMNS MATCH EXISTING COLUMNS. X IV XV 0 0 RUM, CONCRETE (CONT'D) S. PEBBLE FINISH PAVING STRIPS APPLY PEBBLE FINISH TO PAVING STRIPS TO MATCH EXISTING WORK. FLOAT SLAB TO A TRUE EVEN SURFACE. SPRINKLE WITH PEBBLES AS REQUIRED TO MATCH EXISTING. TROWEL SURFACE UNTIL PEBBLES ARE BURIED. AFTER SETTING ONE TO THREE HOURS, BROOM SURFACE WITH RUNNING WATER. RESULTING SURFACE SHALL BE COMPOSED PRIM- ARILY OF EXPOSED AGGREGATE, PROJECTING APPROXIMATELY 1/8" ABOVE SURROUNDING CONCRETE. T. COLORED CONCRETE WHERE COLORED CONCRETE IS INDICATED, APPLY L.M. SCOFIELD CO., "LITHOCHROME" OR A.C. HORN CO., "COLORUNDUM" TYPE I1, DUST -ON COLOR HARDENER, COLOR AS SELECTED, IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. U. ROOF COATING TREAT TOP SURFACE OF CONCRETE TEES WITH COATING SYSTEM AS FOLLOWS: USE NO CURING COMPOUNDS ON CONCRETE SURFACE. 1. WATER REPELLENT: APPLY ONE SATURATED COAT OF ROHLOFF & CO., "AQUA- TITE ", DILUTED AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. ALLOW TO DRY AT LEAST THREE DAYS. 2. SEALER: APPLY TWO COATS OF ROHLOFF & CO., "TRANSCEL NO. 57" IN STRICT AC- CORDANCE WITH MANUFACTURER'S INSTRUCTIONS. REINFORCING STEEL A. THE CONTRACTOR SHALL PROVIDE THE FOLLOWING INFORMATION: I. IDENTIFIED STOCK: ONE TENSILE AND ONE BEND TEST FOR EACH IO TONS OR FRAC- TION THEREOF FOR EACH SIZE MILL ANALYSIS ACCOMPANYING REPORT. 2. UNIDENTIFIED STOCK: ONE TENSILE AND ONE BEND TEST FOR EACH 22 TONS OF UN- IDENTIFIED STOCK. B. THE REINFORCING BARS SHALL BE ASTM A15 AND ASTM A305, DEFORMED BILLET -STEEL REINFORCING BARS, EXCEPT 4" ROUND BARS NOT DEFORMED. INTERMEDIATE GRADE. USE WELDED STEEL FABRIC ASTM A185. C. STANDARD CHAIRS AND OTHER ACCESSORIES SHALL BE GALVANIZED WHEN ANY PART OF ACCESSORY IS PLACED WITHIN 3/14 INCH OF EXPOSED CONCRETE SURFACE. D. BEFORE PLACING STEEL THOROUGHLY CLEAN REINFORCING OF LOOSE MILL SCALE, RUST, OIL, OR OTHER COATING THAT MIGHT DESTROY OR REDUCE BOND. E. CAREFULLY FORM REINFORCING TO DIMENSIONS INDICATED. DO NOT BEND OR STRAIGHTEN IN A MANNER INJURIOUS TO MATERIAL. DO NOT USE BARS WITH KINKS OR BENDS NOT SHOWN ON PLANS. HEATING AND REINFORCEMENT PERMITTED ONLY WHEN ENTIRE OPERATION APPROVED BY ENGINEER. F. ACCURATELY PLACE REINFORCEMENT AND SECURE IN PLACE AS INDICATED AND HEREIN SPEC- IFIED. MAINTAIN PROPER CLEARANCE BETWEEN PARALLEL BARS AND BETWEEN BARS AND FORMS. SECURE STEEL AGAINST DISPLACEMENT BY USING ANNEALED STEEL WIRE OF NOT LESS THAN 16 GUAGE. USE METAL SPREADERS AND SPACERS TO SECURE PROPER BAR 0 • SP - II XV. REINFORCING STEEL (CONT'D) SPACING. WIRE STIRRUPS ACCURATELY AND SECURELY TO BARS AT BOTH TOP AND BOTTOM. AT SLABS, FOOTINGS, AND BEAMS IN CONTACT WITH EARTH, USE CONCRETE BLOCKS TO HOLD REINFORCEMENT PROPER DISTANCE ABOVE EARTH- USE GALVANIZED CHAIRS AND SPACERS AT ALL EXPOSED CONCRETE. WIRE TOGETHER REINFORCEMENT IN CONCRETE AT ALL POINTS WHERE BARS CROSS. G. LAP STEEL AS DETAILED, EXCEPT WHEREVER POSSIBLE PROVIDE MINIMUM IZ" CLEARANCE BETWEEN SETS OF SPLICES. STAGGER SPLICES IN HORIZONTAL BARS $O THAT ADJACENT SPLICES WILL BE 4' -0" APART. EXTEND STUBS AND DOWELS, REQUIRED TO RECEIVED AND ENGAGE SUBSEQUENT WORK, A SUFFICIENT LENGTH TO DEVELOP FULL STRENGTH OF BAR OR AS INDICATED. PLACE DOWEL AND STUB BARS IN FORMS, SECURED AGAINST DISPLACE - MEN? DURING CONCRETE PLACING, AND CLEAN OF ADHERING CONCRETE IMMEDIATELY AFTER COMPLETION OF POUR WHILE INCRUSTATIONS ARE SOFT. H. USE LOW HYDROGEN WELDING RODS FOR ALL REINFORCING BAR WELDING. XVI. CONCRETE BLOCK MASONRY A. REGULAR BLOCK: ASTM C -90, GRADE A, PRECISION CONCRETE BLOCK, COLOR AND TYPE TO MATCH EXISTING WORK. B. CEMENT: AS SPECIFIED UNDER SECTION "CONCRETE ". C. MORTAR SAND: ASTM C144. D. GROUT SAND: ASTM C33. E. MORTAR: FRESHLY PREPARED AND UNIFORMLY MIXED IN RATIO I PART CEMENT, 2 PART LIME PUTTY, 3' PARTS SAND. CONFORM TO ASTM SPECIFICATION C270. COLOR MORTAR TO MATCH BLOCK COLOR. F. GROUT: MIXED IN RATIO I PART CEMENT, 3 PARTS SAND, AND 2 PARTS PEA GRAVEL. G. LA ' BLOCK IN STRAIGHT COURSE IN STACK BOND. FACES OF BLOCKS SHALL BE ALL IN ONE PLACE. CARRY COURSES UP AT SAME LEVEL AT WALL INTERSECTIONS AND CORNERS, OR SLOPE BACK" NO TOOTHED JOINTS PERMITTED. CUT BLOCK WITH MASONRY SAW. TOPS OF WALLS NOT COVERED SHALL BE FILLED WITH GROUT AND TROWELED SMOOTH. LAY BLOCK SURFACE DRY) BUT PRE -WET TO PREVENT SHRINKAGE CRACKS. MAKE HORIZONTAL AND VER- TICAL MORTAR JOINTS 3/8" THICK. H. GROUT SOLIDLY ALL HORIZONTAL AND VERTICAL CELLS CONTAINING REINFORCING. VERTI- CAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT, TO MAINTAIN CONTINUOUS UNOBSTRUCTED VERTICAL CELL AREA. GROUT SHALL BE SUFFICIENTLY FLUID TO ENSURE COMPLETE FILLING OF ALL SECTIONS OF UNITS REQUIRING GROUT, BUT NOT SO THIN AS TO ALLOW SEGREGATION OF AGGREGATE. IN NO CASE SHALL GROUT CONTAIN MORE THAN 72 GALLONS OF WATER PER SACK OF CEMENT. INSTALL REINFORCING BARS AS SHOWN ON DRAWINGS. BARS SHALL BE STRAIGHT UNLESS HOOKS OR BENDS ARE SHOWN. LAP AS SHOWN. HOLD FIRMLY IN PLACE BY MEANS OF FRAMES OR OTHER SUITABLE DEVICES. PLACE STEEL TO ENSURE MINIMUM GROUT COVER OF I J. SET ALL MISCELLANEOUS ANCHORS, BOLTS, TIES, DOWELS, PLATES, ETC., NECESSARY TO COMPLETE THE WORK AS DETAILED. XVI XVII 0 SP -12 CONCRETE BLOCK MASONRY (CONT'D) K. MAINTAIN BLOCK CONTINUOUSLY MOIST FOR AT LEAST THREE (3) DAYS AFTER LAYING BY SPRAYING WITH A FOG NOZZLE. SPRINKLE MASONRY LIGHTLY AND FREQUENTLY FOR THE FIRST 24 HOURS. L. WHERE INDICATED, GIVE BLOCK A HEAVY SANDBLASTING TO MATCH APPEARANCE OF EXIST- ING BLOCK WORK. M. ALL MORTAR SPLOTCHES SHALL BE REMOVED FROM THE WALLS BEFORE THEY HAVE SET UP. POINT UP AS REQUIRED. REMOVE ALL STAINS BY WASHING FACE OF EXPOSED MASONRY SURFACES. N. FURNISH AND INSTALL "MILCOR" ACCESS PANELS INDICATED. MISCELLANEOUS METALS A. STEEL BENCH BRACKETS: FABRICATE AS SHOWN. HOT DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. B. ALUMINUM SCREEN: FABRICATE OF U.S. GYPSUM "ARMORWEAVE" EXPANDED ALUMINUM, Z" SPLIT, .081 INCH THICKNESS. MOUNT IN ALUMINUM FRAME AS SHOWN, WITH MESH FASTENED TO FRAME AT 12" ON CENTER. C. FABRICATE DRIPS AND OTHER WORK AS SHOWN ON PLANS OF 24 GUAGE GALVANIZED SHEET STEEL. D. CLOTHES HANDERS: FABRICATE AS SHOWN ACCORDANCE WITH ASTM A123. XVIII. CARPENTRY AND MILLWORK HOT DIP GALVANIZE AFTER FABRICATION IN A. ROUGH LUMBER: "CONSTRUCTION" GRADE DOUGLAS FIR, PRESSURE TREATED WITH WOOD PRESERVATIVE, CHROMATED ZINC CHLORIDE AWPA SPEC. 60 -B, OR "WOLMAN" SALTS, AWPA SPEC. 61 -6. COAT LUMBER SURFACES CUT AFTER TREATMENT BY DIPPING OR BRUSHING WITH PRESERVATIVE IDENTICAL TO ORIGINAL TYPE USED. B. DOOR FRAMES AND TRIM: WCLIB "B & BTR" VERTICAL GRAIN DOUGLAS FIR. C. TRANSITE PANELING: JOHNS- MANVILLE "STANDARD TRANSITOP ", FACTORY LAMINATED „ PANELS WITH INSULATING BOARD CORE AND 1/8THICK ASBESTOS CEMENT BOARD FACING TWO SIDES, EXPOSED FACES SMOOTH FINISH. D. WOOD DOORS: SOLID LUMBER STAVED CORE DOORS CONFORMING TO CS -171, FLUSH TYPE, SOUND GRADE BIRCH, MAPLE, OR GUM FACE VENEERS, 4 EDGES HARDWOOD BANDED, TYPE I FULLY WATERPROOF ADHESIVES. E. WOOD BENCHES: TWO THICKNESSES OF EXT -DFPA A -C PLYWOOD, LAMINATED WITH WATER- PROOF GLUE. FABRICATE IN FULL LENGTHS EXCEPT WHERE JOINTS ARE SHOWN ON DRAW- INGS. APPLY FIBERGLASS COVERING TO EACH UNIT, ON ALL FOUR SIDES AND ENDS SO THAT A CONTINUOUS UNBROKEN COVERING IS FORMED. USE MINIMUM TYPES AND QUAN- TITIES OF MATERIALS AS FOLLOWS: ONE LAYER OF I OZ. MAT, ONE L YER OF 8z OZ. LIGHTWEIGHT CLOTH, TWO COATS CLEAR POLYESTER RESIN, AND ONE OR TWO COATS OF COLORED POLYESTER RESIN, QUANTITY AS REQUIRED TO ACHIEVE UNIFORM COLOR TO MATCH EXISTING BENCHES. MATERIALS AVAILABLE FROM CRYSTALINER CORP., COSTA MESA. SP -13 XVIII. CARPENTRY AND MILLWORK (CONT'D F. MOISTURE CONTENT: ALL FINISH LUMBER SHALL BE PROPERLY KILN -DRIED ACCORDING TO ACCEPTED METHODS FOR THICKNESS AND SPECIES. LUMBER I" OR LESS IN THICKNESS SHALL BE DRIED AS CLOSELY AS PRACTICABLE TO AN AVERAGE MOISTURE CONTENT OF NOT MORE THAN TEN PER CENT (10%). LUMBER Iy" TO 2" THICKNESS SHALL BE DRIED AS CLOSELY AS PRACTICABLE TO AN AVERAGE MOISTURE CONTENT OF NOT MORE THAN TWELVE PER CENT (12 %). G. WORKMANSHIP: THE WORK SHALL BE FIRST CLASS IN EVERY PARTICULAR AND NONE BUT SKILLED AND EXPERIENCED CARPENTERS AND WORKMEN SHALL BE EMPLOYED. ALL MEASURE- MENTS SHALL BE EXACT AND TRUE, ALL JOINTS SHALL BE TIGHT FITTING, ALL CONNEC- TIONS SHALL BE SECURE, AND ALL SURFACES AND CUTS SHALL BE KEPT FREE FROM CARE- LESS USE OF THE HAMMER, SAW, AND OTHER TOOLS. H. WOOD FRAMES AND TRIM: TREAT ON ALL FOUR SIDES AND ON ENDS WITH "WOODLIFE" AFTER CUTTING AND BEFORE INSTALLATION. I. WOOD DOORS: PREPARE DOORS FOR HARDWARE AS REQUIRED. INSTALL DOORS COMPLETE WITH HARDWARE PROPERLY ADJUSTED. J. FINISH HARDWARE: RECEIVE, STORE, AND BE RESPONSIBLE FOR FINISH HARDWARE. APPLY HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, FIT ACCORDINGLY AND AP- PLY SECURELY AND ADJUST CAREFULLY. USE CARE NOT TO INJURE WORK WHEN APPLYING HARDWARE. HARDWARE SHALL BE FITTED BEFORE PAINTING, REMOVED FOR PAINTING, AND THEN REPLACED. K. CUTTING: DO ALL CUTTING OF WOOD MEMBERS REQUIRED FOR THE WORK OF OTHER TRADES. L. TRANSITE PANELS: INSTALL WITH TIGHT JOINTS, RIGID AND SECURE. MITER ALL CORNERS. XIX. SKYLIGHTS SUBMIT SHOP DRAWINGS FOR APPROVAL. MANUFACTURER'S CATALOG FABRICATION AND INSTAL- LATION DETAILS MAY BE SUBMITTED IN LIEU OF SHOP DRAWINGS, WHERE SUCH DETAILS COVER ALL INSTALLATION CONDITIONS. INSTALL ACCORDING TO MANUFACTURER'S DIRECTIONS AND AS DETAILED. SET SKYLIGHTS PLUMB, SQUARE, TRUE TO LINE, AND LEVEL. A. SKYLIGHTS: O'KEEFE'S INC., "WATERTIGHT" COMPLETE, CONFORMING TO MANUFACTURER S STANDARD SPECIFICATIONS AND DETAILS, MODIFIED AS SHOWN. B. GLASS: lk " THICK MISSISSIPPI. "FACTROLITE" OBSCURE WIRE GLASS. C. FINISH: MILL FINISH. XX, CAULKING AND SEALING FURNISH AND INSTALL CAULKING AND SEALING AS INDICATED AND SPECIFIED, COMPLETE. PRIN- CIPAL ITEM OF WORK 15 CAULKING OF OPENINGS AND JOINTS INDICATED, SPECIFIED, AND RE- QUIRED 70 MAKE NEW WORK WEATHER AND WATER - TIGHT. THIS SECTION CONTAINS GENERAL SPEC- IFICATIONS FOR CAULKING THROUGHOUT THE PROJECT. A. CONVENTIONAL CAULKING COMPOUND: NON- STAINING CAULKING COMPOUND MEETING FEDERAL SPECIFICATIONS TT -C -598 GRADE I (GUIN CONSISTENCY). COLORS AS SELECTED TO MATCH ADJACENT WORK. PRIMER TYPE AS RECOMMENDED BY MANUFACTURER OF COMPOUND. B. SPECIAL SEALANTS: AS INDICATED ON DRAWINGS. 0 0 SP -14 XX. CAULKING AND SEALING (CONT'D) C. JOINT BACKING: UNTREATED OAKUM, COTTON ROPES OR JUTE WITH NOTHING ADDED THAT MIGHT CAUSE "BLEEDING" OR STAINING OF SURFACE ADJACENT TO JOINT AND DESTROY BOND BETWEEN CAULKING COMPOUND AND OTHER MATERIALS. D. JOINT CLEANING: APPLY CAULKING COMPOUNDS TO A CLEAN, DRY SURFACE FREE FROM GREASES OILS WAX OR OTHER FOREIGN MATERIAL TENDING TO DESTROY OR IMPAIR AD- HESION. CLEAN AND PRIME IN ACCORDANCE WITH COMPOUND MANUFACTURERS INSTRUC- TIONS. E. APPLICATION: APPLY COMPOUNDS STRICTLY IN ACCORDANCE WITH MANUFACTURER'S IN- STRUCTIONS AND SUPERVISIONS BY MANUFACTURER APPROVED APPLICATOR. CAULK JOINTS BEFORE ADJACENT SURFACES ARE WATERPROOFED OR PAINTED. PRIME POROUS SURFACES AFTER CLEANING. PACK JOINTS DEEPER THAN 3/4" WITH OAKUM TO WITHIN 3/4" OF SURFACE. COMPLETELY FILL JOINTS AND SPACES WITH GUN APPLIED CAULKING COMPOUND FORMING A NEAT SMOOTH BEAD. USE HAND TOOLS WHERE USE OF GUN IS IMPRACTICAL. PROTECT JOINTS UNTIL FULLY SET. XXI. PAINTING AND FINISHING ALLOWANCE CONTRACTOR SHALL INCLUDE IN THE TOTAL BASE PRICE 610 FOR THE DRESSING AND TOILET STRUCTURE AN ALLOWANCE OF ONE THOUSAND DOLLARS ($1,000.00) WHICH SHALL COVER PAINTING AND FINISHING UNDER THIS CONTRACT. CONTRACTOR SHALL CAUSE WORK SO COV- ERED TO BE DONE BY SUCH SUBCONTRACTORS AND FOR SUCH AMOUNTS AS THE ENGINEER MAY DIRECTS THE CONTRACT AMOUNT BEING ADJUSTED IN CONFORMITY THEREWITH. CONTRACTOR SHALL INCLUDE IN THE PRICE BASE BID FOR THE STRUCTURE SUCH AMOUNTS FOR EXPENSES AND PROFIT ON ACCOUNT OF THIS ALLOWANCE AS HE DEEMS PROPER. NO DEMAND FOR EXPEN- SES OR PROFIT OTHER THAN THOSE INCLUDED IN THE CONTRACT AMOUNT SHALL BE ALLOWED. XXII. FINISH HARDWARE THE CONTRACTOR SHALL PROVIDE THE FOLLOWING: A. MASTERKEY LOCKS 26D FINISH. EXISTING SYSTEM AND KEYS. B. DULL CHROME US 2W FINISH. C. TWO DOORS EXTERIOR - MEN & WOMEN 3 PR. BUTTS BB 184 X FSP 4 X 4 X SPANNER HEAD SCREWS 2 EA. DEAD LOCK 1203 3/4 X 900 X SPANNER HEAD SCREWS 2 EA. DOOR PULL 492 X SPANNER HEAD SCREWS 2 EA. DOOR HOLDER 2232 D. ONE DOOR TO PIPE CHASE 12 PR. BUTTS 184 4 X 4 1 EA. DEAD LOCK 01203 X 900 1 EA. DOOR PULL 492 XXIII. TOILET PARTITIONS A. TYPE AND MANUFACTURE: TYPE "C" FLUSH PILASTER, FLOOR BRACED TOILET PARTITIONS AS MANUFACTURED BY ADVANCED EQUIPMENT CORP., ANAHEIM, CALIFORNIA. CUSTOM SIZE AS SHOWN. 0 SP -15 XXIII. TOILET PARTITIONS (CONT'D) B. CONSTRUCTION: PARTITIONS, DOORS, AND PILASTERS SHALL BE FLUSH 7 /8" THICK LAMINATED PLASTIC TWO SIDES, LAMINATED TO SOLID PARTICLE CORE. EDGES BANDED BY CLEAR ANODIZED ALUMINUM "T° NOSING. C. LAMINATED PLASTIC: MICARTA 3/32" THICKNESS, STANDARD COLORS AS SELECTED. D. ERECT COMPARTMENTS RIGID, STRAIGHT, PLUMB, AND LEVEL. INSTALLATION SHALL 13E IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED SPECIFICATIONS AND IN- STRUCTIONS. FASTEN PILASTERS AND PANELS TO FLOOR AND WALL BY MEANS OF TWO BOLTS THROUGH ALUMINUM BRACKET. ANCHOR BRACKET DIRECTLY TO FLOOR OR WALL WITH TWO BOLTS DRIVEN INTO EXPANSION SHIELDS. XXIV. PLUMBING THE CONTRACTOR SHALL DO ALL EXCAVATION REQUIRED FOR TRENCHES AND UNDERGROUND PIPE - LINES, BACKFILLING, AND LEVELING OFF TO FINISH GRADE. ALL EXTERIOR PIPE LINES SHALL BE AT LEAST 18" BELOW FINISH GRADE. A. CAST IRON PIPE SHALL BE STANDARD WEIGHT, COATED INSIDE AND OUTSIDE, SOUND AND WITHOUT CRACKS OR DEFECTS AND FITTINGS SHALL BE OF CAST IRON OF SAME GRADE. JOINTS SHALL BE OF OAKUM AND MOLTEN LEADS THE HUBS BEING COMPLETELY FITTED AND WELL CAULKED. B. WATER PIPING: TYPE "L" HARD DRAWN COPPER WITH STREAMLINE FITTING 50 -50 SOLDER. C. THE CONTRACTOR SHALL FURNISH AND SET IN A FIRST CLASS MANNER IN EVERY RESPECT ALL FIXTURES INDICATED. D. CONSTRUCT NEW STANDARD MANHOLE IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH STANDARD 4O1 -L DATED DECEMBER I, 1962. XXV. ELECTRICAL THE CONTRACTOR SHALL PROVIDE AND INSTALL: I. CONDUITS WIRINGS FIXTURES LAMPS WIRING DEVICE5� PANELBOARD, AND METER BOX FOR LIGHTING AND POWER 'SYSTEM. 2. SERVICE FROM ELECTRICAL VAULT. 3. TRENCHING AND BACKFILLING REQUIRED FOR ELECTRICAL WORK. 4. PERMITS FEES, AND INSPECTIONS. A. CODES: COMPLY WITH LATEST RULES AND REGULATIONS OF STATE FIRE MARSHAL: SAFETY ORDERS OF DIVISION OF INDUSTRIAL SAFETY; ELECTRICAL CODE OF THE CITY OF NEW- PORT BEACH; AND OTHER APPLICABLE STATE AND LOCAL LAWS OR REGULATIONS. NOTHING IN THESE PLANS OR SPECIFICATIONS 15 TO BE CONSTRUED TO PERMIT WORK NOT CON- FORMING TO THESE CODES. B. DRAWINGS: SCALE DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY DIMENSIONS. WORK SPECIFIED, BUT NOT CLEARLY DE- FINED BY DRAWINGS MUST BE INSTALLED AND ARRANGED AS DIRECTED AND IN A MANNER SATISFACTORY TO THE ARCHITECT AND THE ENGINEER. sP -16 XXV. ELECTRICAL (CONT'D) C. APPROVAL OF MATERIALS: ALL ELECTRICAL MATERIALS SHALL BE OF TYPE AND QUALITY SPECIFIED, SHALL BE NEW, LISTED BY UNDERWRITERS' LABORATORIES, SHALL MEET THEIR REQUIREMENTS AND SHALL BEAR THEIR LABEL WHEREVER STANDARDS HAVE BEEN ESTABLISHED AND LABEL SERVICE IS REGULARLY FURNISHED BY THEM. D. STRUCTURAL CONDITIONS: WHERE PROVISIONS MUST BE MADE IN STRUCTURAL MEMBERS TO ACCOMMODATE ELECTRICAL WORK, APPROVAL OF THE ARCHITECT SHALL BE OBTAINED BEFORE STARTING WORK. E. ELECTRICAL SERVICE SHALL BE SINGLE PHASE, 120/240 VOLTS THREE WIRE SOLID NEU- TRAL, SUPPLIED FROM ELECTRICAL VAULT. F. CONDUIT: USE FULL WEIGHT POLYVINYL CHLORIDE PLASTIC CONDUIT FOR ALL WIRING INSTALLED BELOW GRADE. IN CONCRETE AND MASONRY, AND IN OTHER LOCATIONS, USE THIN WALL E.M.T. EXCEPT WHERE FLEXIBLE CONDUIT IS REQUIRED AND APPROVED BY CODE FOR CONNECTIONS TO MOTORS AND RECESSED LIGHT FIXTURES. ARRANGE EXPOSED CONDUIT IN A NEAT AND WORKMANLIKE MANNER, PARALLEL TO WALL AND CEILING CON- STRUCTION. MAKE UP JOINTS WATERTIGHT. G. CONNECTORS: SCOTCHLOK TYPE R. OR HOT DIPPED AND TAPED. MAKE JOINTS IN FEEDER CABLES WITH PRESSURE TYPE LUGS. H. TOGGLE SWITCHES: SIERRA 5051 20 AMP 120/277 WITH SIERRA STAINLESS STEEL PLATES. 1. RECEPTACLES: SIERRA GROUNDING TYPE J1402G WITH STAINLESS STEEL PLATES IN- STALLED AS SHOWN ON PLANS, WATERPROOF TYPE. J. SWITCH BOXES: MAIN SWITCH AND PANEL: PROVIDE TYPE NQO, SQUARE D SINGLE PHASE 3 WIRE SOLID NEUTRAL 8 CIRCUIT PANEL AND MAIN 40 AMP 2 POLE SWITCH AND METER SOCKET, AS REQUIRED BY UTILITY COMPANY. TIME CLOCK SWITCH: SUPPLY BOX FOR 30 AMP, DOUBLE POLE SINGLE THROW TIME CLOCK. K. LIGHT FIXTURES: BRACKET LIGHTS: MCPHILBIN #43 -54VT, 200 WATT INCANDESCENT LAMP, EXCEPT AT PIPE CHASE USE $43 -40, 100 WATT. L. LAMPS: FURNISH INCANDESCENT TYPE FOR ALL FIXTURES. XXVI. PAYMENT THE PRICE BID FOR EACH LUMP SUM ITEM OF WORK AS SHOWN ON THE PROPOSAL SHALL IN- CLUDE FULL COMPENSATION FOR ALL MATERIALS AND LABOR NECESSARY FOR THE CONSTRUCTION COMPLETE IN PLACE. PAYMENT FOR ALL INCIDENTAL ITEMS OF WORK SHALL BE INCLUDED IN THE PRICE BID FOR THE NEW STRUCTURE. INDUSTP:IAL INDtIVI'kII I COMP. "'`r" ' IA STOIC C_O YI HOME OFFICE SAN FRANCISCO NAMED INSURED David Young Builder, Inc. 285 Boat Canyon Drive Laguna Beach, California CERTIFICATE ISSUED TO City of Newport Beach 3300 Newport Boulevard Newport Beach, California rFDTIFIrATE CERTIFICATE ISSUED BY . INDUSTRIAL INDEMNITY COMPANY CITY STREET ET.TE INDUSTRIAL INDEMNITY COMPANY has issued coverage effective as of the dates and for the periods and limits specified below and subject to all terms, conditions, provisions, exclusions and limitations of the described Binders or Policies whether shown by endorsement or otherwise. Any requirements or provisions in any contract or agreement between the Insured and any other person, firm or corporation will not be construed as enlarging, altering or amending the definition of insured or any other terms or conditions of this certificate or the policy designated. KIND OF INSURANCE POLICY NUMBER POLICV PERIOD LIMITS OF LIABIL(TY COMPENSATION 11F /l/65 hilt' 348746 STATUTORY CALIFORNIA COMPENSATION - - - WORKMEN'S COMPENSATION EXP 1 66 EMPLOYER'S LIABILITY - - -- $2,000,000 PER OCCURRENCE COMPENSATION EFF STATUTORY COMPENSATION STATE(S) OF WORKMEN'S COMPENSATION EXP EMPLOYER'S LIABILITY -- $ PER OCCURRENCE LIABILITY EACH PERSON EACH ACCIDENT BODILY INJURY LIABILITY--- - AUTOMOBILE $ $ - EACH PERSON EACH ACCIDENT BODILY INJURY LIABILITY--- - EXCEPT AUTOMOBILE EFF $ $ EACH ACCIDENT PROPERTY DAMAGE LIABILITY--- - AUTOMOBILE EXP $ EACH ACCIDENT AGGREGATE PROPERTY DAMAGE LIABILITY -- EXCEPT AUTOMOBILE $ $ AUTOMOBILE PHYSICAL DAMAGE COMPREHENSIVE EFF S FIRE. LIGHTNING & TRANSPORTATION S THEFT (BROAD FORM, EXP. S COLLISION OR UPSET ACTUAL CASH VALUE LESS DEDUCTIBLE GLASS EFF REPLACEMENT COST PER EXP SCHEDULE FILED WITH COMPANY INLAND MARINE EFF EXP $ EFF ExP $ Effective any loss under Physical Damage Coverage is payable as interests may appear to the Named Insured and the Lienholder named below in accordance with Loss Payable Endorsement on reverse side. UENHOLDER -' - As respects the 1.11.wlno described owo..WIE(s): P.ItIJ -WW :AS 'l .FORM Vie:: as YEAR TRADE NAME BODY TYPE AND MODEL SERIAL NUMBER /J REMARKS: It is hereby under stoodancT agreed that tile policy to w is ) . T.s c r may not be cancelled, materially changed, nor the amount of coverage thereof reduced, nor the policv allowed to lapse until ten (10) days after receipt by the City Clerk of the City of New- port Beach, City Hall, Newport Beach,California, of a registered written notice of such cancel - This policy shall not be canceled nor reduce Lion ve reduction after coverage. p y ad in coverage until after 10 days written notice of such can - celation or reduction in coverage shall have been mailed to this certificate holder. Certified this 17th day of December Producer Peacock Insurance, Inc. I %W t -R6 (R 64) (bs Iq 65 INDUST TRIAL INDEMNIITTY COMPANY. 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J!ay3 so 'pwnsul ay4 o3 Alpuwas puo JaplOH -ua!l ayi -o; Apsl!l algoAod aq Iloys Aw!lod sly1 u! paquxap A1Jadoid ayi o3 'Auo p 'a6owop Jo ssol •( :SA10pOl so snoi6o AgaJay AVDdwoi s!t44 'Aw!lod sly Japun pwnsu! A4Jadold ayI u! 'as!mlag3O JO aa626110yy 10 JopuaA pou0 !4!puw so A4podoD s;! u! 'IrploH -ua!l ey3 pallor JaltoD!alayl 'su5!35D puo slosswwns sit aauomsui ;o alw! }!pap ay; uO p0403!pu! Jep1oH -ua!l e43 }O lsala4u! ay4 0; 4wadsOJ VM (A1NO VINeO311V'I) 318VAVd ss01 misominv V 6tr I E CERTIFICATE OF INSURANCE PA#IC EMPLOYERS INSURANCE COMPANY A MEM /ER OF PACIFIC EMPLOYERS GROUP OF INSURANCE COMPANIES NOME OFFICE — LOS ANGELES — CALIFORNIA HAS ISSUED TO THE INSURED NAMED HEREIN THE POLICIES OF INSURANCE SHOWN BY NUMBER BELOW, SUBJECT TO ALL THE TERMS OF THE POLICIES APPLICABLE THERETO. IF THESE POLICIES ARE CANCELLED OR CHANGED IN SUCH A MANNER AS TO AFFECT THIS CERTIFICATE, TEN DAYS ADVANCE NOTICE WILL BE MAILED To: SEE OTHER SIDE Er Producer Peacock Insurance, Inc. RN 295 Forest Avenue �o City of_Newport Beach Laguna Beach, California p 3300 Newport r - .. Mme and Addma of ITLT xW tB Newport Beach, California David Young,Builder, Inc. A it 285 Boat Canyon T E L J Laguna Beach, California LOCATION AND DESCRIPTION OF WORK — DESCRIPTION OF AUTOMOEILE EQUIPMENT ETC. The construction of the Corona del Mar State and City Beach Park Dressing and — Toilet Facilities X ENTRY INDICATES THAT THE CERTIFICATEHOLDER IS A LOSS PAYEE AS RESPECTS THE DESCRIBED AUTOMOBILE POLICY NO. Ol G 86803 POLICY PERIOD 9/1/65 to 9/1/66 COMPREHENSIVE LIABILITY* SPECIFIC LIABILITY X ENTRY(SI INDICATES THAT THIS POLICY AFFORDS, X ENTRYISI INDICATES THE SPECIFIC COVERAGES AND HAZARDS UNDER WHICH THIS POLICY AFFORDS INSURANCE, AUTO- PREMISES- INDEPENDENT PRODUCTS- MOBILES OPERATIONS ELEVATORS CONTRACTORS COMPLETED CONTRACTUAL L El BODILY INJURY LIABILITY OPERATIONS —� ' ❑ ❑ ❑ ❑ ❑ ❑ LIABILITY LIABILITY A ❑ PROPERTY DAMAGE LIABILITY DAMAGE —)♦❑ El ❑ 1:1 11 ❑ LIABILITY B • AS RESPECTS AUTOMOBILES AND THE FOLLOWING HAZARDS: PREMISES-OPERATIONS. ELEVATORS, INDEPENDENT CONTRAC. 1 TORS, PRODUCTS-COMPLETED OPERATIONS, CONTRACTUAL. L BODILY INJURY LIABILITY PROPERTY DAMAGE LIABILITY L EACH PERSON EACH ACCIDENT AGGREGATE EACH ACCIDENT AGGREGATE T 1 AUTOMOBILE Y M 100,U00 300 000 APP CABLE 25 000 T APPLICA ELE ( PRODUCTS • COMPLETED T OPERATIONS 100,00U 300,000 300,000 25,000 50,000 OTHER THAN AUTOMOBILE NOT s OR PRODUCTS 100,000 300,000 APPLICABLE 25,000 50,000 WORKMEN'S COMPENSATION 6 EMPLOYERS'LIABILITY AUTOMOBILE PHYSICAL DAMAGE POLICY NO. POLICY NO. POLICY PERIOD POLICY PERIOD X ENTRY(S) INDICATES THE COVERAGES UNDER LIMITS OF LIABILITY WHICH THIS POLICY AFFORDS INSURANCE, STATES OF COMPREHENSIVE ACV OR f COLLISION ACV LESS S DEDUCTIBLE FIRE ❑ ACV OR $ THEFT ACV OR $ EMPLOYERS' LIABILITY LIMIT S -NOT APPLICABLE IN CALIF. ❑ $ ACV: ACTUAL CASH VALUE — CAC: COMBINED ADDITIONAL COVERAGE ADDITIONAL INFORMATION VOLUNTARILY FURNISHED City of Newport Beach is to be named as an additional insured. BRANCH OFFICE THIS CERTIFICATE IS ISSUED FOR INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATEHOLDER. DATE December 17, 1965 ISSUED BY Peacock Insurance, Inc. NO. MAILED TO CERTIFICATEHOLDER TO PRODUCER BY W AolMrixed Represenlolive PEX -587 ' i i 7 7I i +i{ i jIt is hereby understood and agreed that the policy to which this certificate refers may not be cancelled, materially changed, nor the amount of coverage thereof reduced, nor the policy allowed to lapse until ten (10) days after receipt by the City Clerk of the City of Newport Beach, City Hall, Newport Beach, California, of a registered written notice of such cancellation or reduction in coverage. APPROVED AS TO FORM Date: /2- ?� - a 5 CIT —NEY 0 RETURN T0: M. Schrouder, City Clerk -4 City of Newport Beach 3300 W. Newport Blvd. Newport Beach, Calif. •ii• NOTICE OF COMPLETION PUBLIC WORKS e*ct. 7963 : 128 ECORDEO AT REQUEST OR �O�RAwsr WAT NGr OFFiCTAL RECORDS OR COUNTY, CALIF. 9:05 AM JUN 16 1966 1. WYLIE CARLYLE, County Recorder FREE To All Laborers and Material Men and to Every Other Person Interested: YOU WILL PLEASE TAKE NOTICE that on May 15, 1966 , the Public Works project consisting of construction of Corona del Mar State and City Beach Park dressing and toilet facilities on which David Young Builder, Inc. was the contractor, and United States Fidelity and Guaran= Q =any was the surety, was completed. CITY OF NEWPORT BEACH I, the undersigned, say: I am the Public Works Director of the City of Newport Beach; the foregoing Notice of Completion is true of my own knowledge. I declare under penalty of perjury that the foregoing is true and correct. Executed on June 15, 1966 at Newport Beach, California. VERIFICATION OF CITY 1, the undersigned, say: I am the City Clerk of the City of Newport Beach; the City Council of said City on June 13, 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 June 15, 1966 at Newport Beach, California. ji+, NF�Yp� ry pF Cgj,FBFgCH 8 pt. type or larger RECORDING REQUESTED BY • 299 WHEN RECORDED MAIL TO R ORDE AT REQ4JES'f QF Name IN OF ICIAL n1: OROS 0 Ad�dreer ORANGE COUNTY, CALIF. mn k 11 -5 JUN 20 1966 L_ J $2•00 C3 1 1. WYLIE CAXYLE, County Recorder SPACE ABOVE THIS LINE FOR RECORDER'S USE NOTICE TO WITHHOLD NO E OWN F RI S FURNISHED OR LPPR ,FEERFO1 ,;, NoY'' x That the undersigned has (performed labor t - ti3i� ,bat materials for t , %mg eptra7% in the repair, construction, or alteration of that certain structure or improvement situated on Lot. as per Map recorded in Book. at' . $e of Maps, Miscellaneous Records, in the office of the County Recorder of ✓ '�" County, State ;�f 1 Califon r wA, sad t i is further described as being 1 • ac- Number in the City of said State and County. t of labor: / The followin a s to n in general to F f [ i, .r a:. � F -cwt r} FurniSi%od between the �� day of 19__, and the y,of 2 19� th9 reasonable market value of C. �,tirr price of Dollars, at the agreed y /�'i. %Z The amount in value of that already furnished is ($ ) Doman a amo vque�f the '1h g e * furnis�ie T" iLl C • aGv,i .��} - 700- There has been a credit of $ leaving a balance of $ . And you are hereby notified to WITHHOLD from said contractor sufficient money to answer the foregoing claim, and any lien that may be filed therefor for record under chapter two, title ur, gtt �sree, of the California Code of Civil Procedure. OV 7 �6&c C-ZVV — K ?6.07 STATE OF CALIFORNIA, being duly sworn, says that he is the claimant in the foregoing notice to the owner of .. I" "" """` ; that he bas materials furnished read the same, ]mows the contents thereof and the same is true of his own knowledge. / Soasan a Swoa to before me this C,-9,0 -4( day of— _. 19 v F07140TAR R4 F. READ BARBARA F. READ BLIC - CALIFORNIA 1°ta oRep�1 TED) Y %)F ORANC;G Notary Public in and for said County and States CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NO. T0: CITY CLERK FROM: ASST. PUBLIC WORKS DIRECTOR SUBJECT: CORONA DEL MAR DRESSING AND TOILET FACILITIES (CONTRACT NO. 944) Date JULY 26, 1966 RALPH LEE KEPHART AND BILL POTTS HAVE FILED A "NOTICE TO WITHHOLD" WITH THE CITY ON SUBJECT PROJECT. ON THE ADVICE OF GEORG E ROBERTS,THE ASSISTANT CITY ATTORNEY, WE INTEND TO PAY THE FINAL 10% RETENTION TO DAVID YOUNG BUILDER, INC. IT 15 REQUESTED THAT THE BONDS NOT BE RELEASED UNTIL DAVID YOUNG BUILDER, INC. FILES A RELEASE FROM KEPHART AND POTTS WITH THE CITY CLERK. BENJAMIN B. NOLAN ASST. PUBLIC WORKS DIRECTOR KLP:NAJ CITY OF WORT BEACH - PUBLIC WORKS DEPASF_NT PROGRESS PAYMENT REQUEST NO. FINAL 10% FOR PERIOD ENDING JULY PROJECT; CORONA DEL MAR DRESSING AND TOILET FACILITIES ��,� BUDGET + +G, 10 -W-076 CONTRACT N {T Er+ CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED A "NOTICE TO WITHHOLD" IN THE AMOUNT OF $476.07 WAS FILED 6 -20-66 BY RALPH LEE KEPHART AND BILL POTTS. ON THE ADVICE OF' GEORGE D. ROBERTS, THE ASST. CITY ATTORNEY, WE SHOULD PAY THE 110¢ RETENTION, BUT HOLD THE BONDS UNTIL DAVID YOUNG BUILDER, INC. FILES A RELEASE FROM KEPHART AND POTTS WITH THE CITY CLERK. ROBERTS ALSO FEELS THAT THE 10% RE- TENTION SHOULD USUALLY BE PAID UPON ACCEPTANCE OF A JOB. OAIGiNAL. CONTRAr7 Exi'R'.A To DATE CJNTPAC' TO DATE AMa.;NT EAQ..N'F.; $431.315.00 LESS l0% RE'.'1'E.N'';nN LESS PREVIO�'-, P4l'MENTS 38,983.00 AMOUNr D'.;- 1�:I5 REQUE.,T 4,332.00 SEND PAYMENT T03 DAVID YOUNG BUILDER, INC. 285 BOAT CANYON DRIVE LAGUNA BEACH, CALIFORNIA I HEREE'r CER "IF` '.HAT THE ABOVE: AMOUNTS ANO VA!_UES ARE CORRECT, SIGNED SIGNED ___ ENGINEER C.: N RAGT OR m CITY NEWPORT BEACH - PUBLIC WORKS AARTMENT PROGRESS PAYMENT REQUEST NO. FINAL 10% FOR PERIOD ENDING PROJECT: CORONA DEL MAR D11EaSiNO AND TOILET F BUDGE? NCo I0- 7797.076 CONTRACT NO. ITeM �;•:, CONTRACT ITEM CONTRACT PRICE J? . "N* COMPLETE.: AMOUN " EARNED + NOTICE TO WITNSOLD FUNDS INIAMOUNT CJN-RAC T io Dc!F OF $476.07 FILED 6/20/66 BY RALPH LEE AMn; EAi 43,315• � BOAT CANYON DRIVE KEPHART AND BILL POTTS. LAGUNA BEACNJ CALIFORNIA XiE111*111M biXXXXXXI1N 4 6.007 LESS NOTICE TO WITHHOLD PUNDS+ LE. >s PRE',, I •`il: _ PP'r MENT:; 35, 3.00 3, •93. SEND PAYMENT TO: E,rr RA L. Tr:. DATr.. CJN-RAC T io Dc!F DAVID YOYNO Bq.DDERq INC. AMn; EAi 43,315• � BOAT CANYON DRIVE ,;rvT ?n r,: LAGUNA BEACNJ CALIFORNIA XiE111*111M biXXXXXXI1N 4 6.007 LESS NOTICE TO WITHHOLD PUNDS+ LE. >s PRE',, I •`il: _ PP'r MENT:; 35, 3.00 3, •93. I Ht:FE S' CP,R':c/�'HrI THE ABOVVI: AMOIN "1S AND VA.l1EP ARE GCRRECT. %IGNE.,� 5IGNED ENG i NE R ___, {°,.. BY JUNE 13, 1966 TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: ACCEPTANCE OF CORONA DEL MAR STATE AND CITY BEACH PARK DRESSING AND TOILET FACILITIES (C -944 REVISED) 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 NOTICE OF COMPLETION HAS BEEN FILED. DISCUSSION: r THE CONTRACT FOR THE CONSTRUCTION OF THE DRESSING AND TOILET FACILITIES. AT THE-CORONA DEL MAR STATE AND CITY BEACH PARK HAS BEEN COM ?LETED TO "FHE 34T!S- FACTION OF THE PUBLIC WORKS DEPARTMENT. THE BID PRICE WAS: $43,350 <00 AMOUNT OF UNIT PRICE ITEMS 81D: ,LUf4F SUM AMOUNT OF CHANGE ORDERS: - ice- "h! TOTAL CONTRACT COST: 43,315 °00 AMOUNT BUDGETED IN ACCOUNT #10 -7797 -076 $44,Eoo.00 THE REDUCTION IN COST WAS DUE PRIMARILY TO A RELOCATION OF THE BUI LD iN:i RESULTING IN A SHORTER SEWER CONNECTION. THE FEE OF ARCHITECT WIL'_IAM BL?IRCCK AND ASSOCIATES OF $1,760 WAS INCLUDED IN A PRIOR YEAR'S ENCUMBRANCE FT :R THIS PROJECT. THE CONTRACTOR IS DAVID YOUNG BUILDER, INC., OF LAGUNA BEACH, CALIFORNIA. THE DATE OF COMPLETION WAS MAY 15, 1966. CONSTRUCTION WAS SU?STAN_. TIALLY COMPLETED BY THAT DATE. 1 • JX_A � rscpHt. EVLIN S DIRECTOR GPD:VR COUNCI —�; -- - 3-c�6 D POSITION: FILE: U' &AILAL&R INCORPORATED 26S SCAT CANYON DRIVE LAGUNA BEACH, CALIFORNIA -92651 494 -7525 JUNE 28 1966 PUBLIC WRKS DEPARTMENT CITY OF NEWPORT BEACH NEWPORT BEACH, CALIFORNIA ATTENTION: MR. PAT DONEGAN TEE FOR CORONA DEL MAR ST 1 N,II- CITY C!IRK 1966 ow CITY OF NEWPORT BEACH, CALIF. � WE HEREBY GUARANTEE THAT THE CONSTRUCTION OF THE CORONA DEL MAR STATE AND CITY BEACH DRESSING AND TOILET FACILITIES, WHICH WE HAVE INSTALLED IN THE CITY OF NEWPORT BEACH, CALIFORNIA, HAS BEEN DONE IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AND THAT THE WORK AS INSTALLED WILL FUL- FILL THE REQUIREMENTS INCLUDED IN THE SPECIFICATIONS. WE AGREE TO REPAIR OR REPLACE ANY OR ALL OF OUR WORK, TOGETHER WITH ANY OTHER ADJACENT WORK WHICH MAY BE DISPLACED BY SO DOING, THAT MAY PROVE TO BE DEFECTIVE IN ITS WORKMANSHIP OR MATERIAL WITHIN A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE OF THE ABOVE - MENTIONED STRUCTURE BY THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, ORDINARY WEAR AND TEAR AND UNUSUAL ABUSE OR NEGLECT EXCEPTED. IN THE EVENT OF OUR FAILURE TO COMPLY WITH THE ABOVE - MENTIONED CONDITIONS, WITHIN 15 DAYS AFTER BEING NOTIFIED IN WRITING BY THE CITY, WE, COLLECTIVELY OR SEPARATELY, DO HEREBY AUTHORIZE THE CITY TO PROCEED TO HAVE SAID DEFECTS REPAIRED AND MADE GOOD AT OUR EXPENSE, AND WE WILL HONOR AND PAY THE COSTS AND CHARGES THEREFOR UPON DEMAND. RF('FIVED DY:Mw JUN 3 1966 PUBLIC VOKS DEPT. LOX DAVID YOUNG, BUILDER, INC. -1- &A 1 � Ly9 &2 INCORPORATED 285 BOAT CANYON DRIVE LAGUNA BEACH, CALIFORNIA -92651 494 -7525 MAY 10, 1966 CITY OF NEWPORT BEACH PUBLIC V,'ORKS DEPARTMENT 3300 1A:'EST NEWPORT BOULEVARD NEWPORT BEACH, CALIFORNIA RE: CORONA DEL MAR STATE & CITY BEACH PARK CONTRACT NO. 944 GENTLEMEN: IN ORDER TO SUBMIT FOR FINAL BILLING ON THE REFER- ENCED JOB, PLEASE CONSIDER THE FOLLOWING LIST OF EXTRA WORK AND CREDITS, 1. PLUMBING CREDIT AS PER ATTACHED FROM BREDEHOFT PLUMBING CO. DATED 1 -14 -66 2. CHARGE BY DAVID YOUNG, BUILDER, INC. FOR LAYING OUT BUILDING IN OLD POSITION. 2 MEN - 1 DAY - $5.60 /HR /MAN 3. CHARGE BY KEPHART MASONRY FOR ADDING 8 ACCESS PANELS AS PER ATTACHED. 4. PLUMBING CHANGES AS PER LETTER DATED 5 -9 -66 $ (235.00) 90.00 110.00 N. C. TOTAL CREDIT DUE . . . . . . . . . . . . . . . . . .$ (35.00) NEFJ CONTRACT AMOUNT $ 43,315,00 THE 100% BILLING ON THE NEW CONTRACT AMOUNT HAS BEEN FORWARDED TO THE ARCHITECT FOR HIS APPROVAL. SINCERELY, REr,FivF® PC:MW PATRICK COCA MAY 11 CC: NIR. BLUROCK PDX woms Ut("f ADDIT1 . AAL WORK AUTHi:zZ1ZAT10N N'A 6'176 . w. I-0WIIGI'S •,� PHONE: DATE: NAME: i STREET _ `i ,208 NAME: I JOB NUMBER s•...:1 L ti -� 4 1 i1 'V. Y - l T 5 CITE {• _ STATE STREET 11'F . EXSTING CONTRACT NO. _ — -- — DATE OF EXISTING CONTRACT 'Yaw'" hereby authorized to perform the W&gv#64 fpi¢ifieaiy dfwabedadditidnaf viOE*,— 1. c C. '> .;'t•''.� {V.CrEFC.EOtSeA �wnS. �r.e:xjo_: fLT.:t� N 14 rl t,..., ric Cx'csT �'t 01 tJ F�01EGR12.1 EStY_�SDG �p' is . y,, �CR1Yl.,E it 1 e1. n s_ FOR ABOVE WORK 'IS : PAYMENT WILL BE MADE. AS FOLLOWS: ABOVE ADDITION WORK TO BE ORMED UNDER SAME CONDITIONS 'AS;SF9VFIED IN ORIGINAL CONTRACT UNLESS ' OTHERWISE STIPULATED. c 196 — Authorized Signature— _ ' -(OVAW t7mi tM) WE HEREBY AGREE TO FURNiSff LABOR AND /ytAT IALS - COMPLETE fM ACCORDANCE WITH THE ABOVE SPECIFICATIONS, AT t ABOVE STATED PRICE. -. ws- " �_--- - '" I Signahire'=-- ''.. :�.'+� ��_' =��-`! - - Date 196 Authorized . -_ ICONTRAROR SIGNS HEREI THIS IS CHANGE ORDER NO..f' NOTE: This Revision becomes part of, and in wnformance with, the existing contract. j i Form 120 - Copyright 1961 _N' England 8mineas Servaer tnc, Tovntend, Moss. - ' -r +.F-.'.Q.' • :_. :'...f.. fl. S.RWYFi �- '.-':34'iC . -`i ' "' 6'.'T��. #yi: � '.. .�.%�'+ -- n Catalina, Newport RALPH KEPHART - 646 -1135 BILL POTTS - 546 -a5a6 O.c A $� 1a,X �t.o c�cce55 �ahe�S. �r��rac�o�S Cas� b� r�C1C�S .�2.cl.c�.r�$•�J01C�5�bg.00.' .it'1 VeMC t�ON Xi0•oe - ;W -41 o n C4Proo A4 �+ 6 so, o0 O � 1 1 O•h=• 41'7 60- 9 2. �'CE1Y� c tens a r i �f 1 j RAWLYBI142 INEGMDRAM0 289 BOAT CANYON DRIVE LAGUNA BEACK CALIFORNIA -92651 494-7525 TO: CITY OF NEWPORT BEACH -- PUBLIC WORKDS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 5 FOR PERIOD ENDING 5-6-66 FINAL PROJECT: DRESSING & TOILET FACILITIES CORONA DEL MAR STATE BEACH PARK CONTRACT NO. 944 (REVISED) TOTAL OF PREVIOUS THIS TOTAL ITEM AMOUNT TOTAL ESTIMATE ESTIMATE TO DATE COMPLETE 1. DEMOLITION & PAVING 2. LAYOUT 3. FOOTING EXCAVATION 4. FINE GRADE & BACKFILL 5. CONCRETE 6. FORMS 7. CEMENT FINISHING 8. MILLWORK & FIN.CARP. 9. ELECTRICAL 10. BENCHES 11. FINISH HARDWARE 12. MASONRY 13. PAINTING (ALLOWANCE) 14. PLUMBING 15. REBAR 16. SHEETMETAL & MISCELL. METAL 17. WATERPROOFING 18. PRECAST T's 19. TOILET PARTITIONS 20. CUTTING & PATCHING 21. CLEANUP ORIGINAL CONTRACT CREDIT TO DATE CONTRACT TO DATE AMOUNT EARNED TO DATE 10% RETENTION AMOUNT DUE TO DATE PREVIOUS PAYMENTS NET DUE THIS DATE $ 1,175. 3 $ 940. $ 235. $ 1,175. 100 840. 2 750. 90. 840. 100 1,364. 3 1,364. -0- 1,364. 100 10206. 3 1,206. -0- 1,206. 100 3,496: 8 3,496. -0- 3,496. 100 2,142. 5 2,142. -0- 20142. 100 1,935. 4 1,935. -0- 1,935. 100 411. 1 411. -0- 411. 100 2,000. 5 2,000. -0- 2,000. 100 381. 1 381. -0- 381. 100 220. 1 220. -0- 220. 100 4,760. 11 4,650. 110. 4,760. 100 1,000. 2 820. 180. 1,000. 100 7,650. 18 7,885. (235.) 7,650. 100 1,350. 3 1,350. -0- 1,350. 100 5,800. 13 5,800. -0- 5,800. 100 590. 1 590. -0- 590. 100 5,935. 14 5,935. -0- 5,935. 100 600. 1 -0- 600. R F C FU E 0 loo 350. 1 350. -0- 350. 100 110. - 75. 35. UAY 9tQOR6 100 43,350. Z (35.)✓ 43,315. ✓ 43,315. ✓ 4,332.-1 38,983. ✓ 38,070.✓ 913. ✓ I HERE'6i�IRV�fFY iTHATI HE , s ABOVE AMOUNTS AND VALUES IM E m ARCHITECT A'k2'QHlTI:CT �EN�GINE "CONTRA Certificate No. Bwwing Amount of this Certificate R 913.00 To City of Newport Beach This is to Certify that David Young contractor for the ciene .al construction .+f your entitled to a f i f th payment Amount of Contract Additions to date Total Deductions to date Net Total -C -0II Am't of this Cer. $ _ 9! J33 00 Previoxttywrthotistd$380 00 Total authorized to date s38.983 00 Balance 4,332' Date May 20, 1966 $ 913 -00 19_ Received from City of Newport Beach Nine Hundred Thirteen and No /100--------------------- - - - - -- DoUars as per above Certificate M MILZLa 'NCCRPDMATCD 285 BOAT CANYON DRIVE LAGUNA BEACH, CALIF13RNIA -92651 494-7525 TO: CITY OF NEI,'?PORT BEACH - PUBLIC 1CORKS DEPT. PROGRESS PAYMENT REQUEST NO._ - PROJECT: DRESSING & TOILET FACILITIES CORONA DEL MAR STATE BEACH PARK 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15, 16. 17. 18. 19. 20. 21. 0 6K `r- 2,6 -u FFIL,: � FOR PERIOD ENDING 4 -20 -66 CONTRACT NO. 944 (REVISED i TEN, AMOUNT TOTAL ESTIMATE ESTIMATE TO DATE COMPLETE DEMOLITION & PAVING LAYOUT FOOTING EXCAVATION FINE GRADE & BACKFILL CONCRETE FORMS CEMENT FINISHING MILLWORK & FIN. CARP, ELECTRICAL BENCHES FINISH HARDWARE MASONRY PAINTING (ALLOWANCE PLUMBING REBAR SHEETMETAL & MISCELL. METAL 5,800. WATERPROOFING 590. PRECAST T'S 5,935. TOILET PARTITIONS 600. CUTTING & PATCHING 350. CLEANUP 110. $ , 50. $1,175. 3 -0- 940. 940. Bo 750. 2 750. -0- 750. 100 1,364. 3 1,364. -D- 1,364. 100 1,206. 3 1,206. -0- 1,206. 100 3,496. 8 2,972. 524. 3,496. 100 20142, 5 2,035. 107. 2,142. 100 1,935. 4 1,451, 484. 1,935. 100 411. 1 -0- 411. 411. 100 2,000. 5 1,300. 700. 20000. 100 381. 1 -0- 381. 381. 100 220. 1 -0- 220. 220, 100 4,650. 11 4,650. -0- 4,650. 100 1,000. 2 -0- 820. 820. 82 7,885. 18 5,914. 1,971. 7,885. 100 1,350. 3 1,215. 135, 1,350. 100 ORIGINAL CONTRACT EXTRAS TO DATE CONTRACT TO DATE AMOUNT EARNED TO DATE 10% RETENTION AMOUNT DUE TO DOE PREVIOUS PAYMENTS NET DUE THIS DATE 13 580. 5,220. 5,800. 100 1 -0- 590. 590. 100 14 5,816. 119, 5,935. 100 1 • -0- -0- -0- -0- 1 -0- 350. 350. 100 -0- 75. 75. 68 00 797,75 T- - , 0 , 00. $43,350.`' -0- ✓ 43,350. ✓ ,, F., r 42,300. 4,230. 38, 070. ✓ 26,192. ✓ :.: 11,878. ✓� W'G` I HEREBY CERTIFY THAI THE ABOVE AMOUNTS AND VALUES ,ARE CORRECT. ? , ARCHITECT ENG I NEER �?tUk)N [KA< Certificate No. -`F Amount of dAs Cartificate This is to Certify rhrtr David Young contractor for t . general rnnctriintion of building Dressing & Toilet Facilities. Corona del Mar Beach Park is entitled to a fourth payment of Glnvnn Thnnannli Gi..ht W..nArcA Ccvnn tv -F inht nnri tin /inn - - - - - n-B -. Amount of Contract $^ 43, 35.0 Additions to date $ Taal Deductions to date Net Taal $_ Ain't of this Cer. $ LI878 jQQ Previowly authorised $ Total authorized to date $_ Balance 5.280 // Dare April 22, 1966 $ 11,878.00 19— Received frrnn City of Newport Beach Eleven Thousand Eight Hundrefd Seventy-Eight and No /100 - - - -- Dollars as per above Certificate L LONG BEACH I I" 1' INSPECTION 8 MATERIAL ENGINEERING 3310 AIRPORT WAY 90806 426 -3355 rL ONG REACH, 636 -2386 ILO-1 CHEMICAL & PHYSICAL ANALYSIS 826 -6432 IDRANGE CD.1 Twinin L atories RESEARCH & F;{1(J,iRO NMENTAL TESTING 1 SANTA ANA 1514 -D N. HARPER ST 92703 JEFFERSON 12045 CORROSION RESEARCH & ANALYSIS April 13, 1966 Examination: -- -1611 COMPRESSION TESTS ON CONCRETE CYLINDERS David '_c•n^ .;ailde c-, Inc. 2 5 Lcasr .',a;,,on :;rive LaTane. PROJECT ;0i :0iiA D "L 14AR STATE PARK ADDRESS orona Del :iar, - alifbrnia SAMPLE FROM T -Beams ARCHITECT I�liIP OCii i1 :1SS OC. �. ENGINEER MIX DATE CAST DATE TESTED 3 -22 -60' CYLINDER NO. COMPRESSION TOTAL LOAD, LBS. POUNDS PER SQ.IN, 2,150 COMPLIANCE CYLINDERS CONTRACTOR David '.'.onrig ldrs. a.nc. SUBCONTRACTOR David " un(; SPECIFIED STRENGTH ,000 psi SLUMP " to y" I , 13 ti 28 -Da,, R-E-C E-I V-PD 120,000 APR 141966 4,245 28 -day test complies with specifications. MADE BY ;ent DISTRIBUTION: Sill. I.E. ll•'rrid Yount; !iLd.r:;. N(!uporC rfcl: - ('10)lic WorLo Dr:pt. DELIVERED BY Ar t, PUBLIC WORKS DEN RECEIVED ON z -1A -66 ALL REPORTS ARE SUSMITTEO AS THC CONFIDENTIAL PROPERTY OF CLIENTS. AUTHORIZATION FOR FL'RLICATION 01 OUR REPORTS. CONCLO {IOM], OR 9X- TRACTS FROM OR REGARDING THEM IS RESERVED PENDING OUR WRITTEN APPROVAL AS A MUTUAL PI.OTCC.TION TO CLIENTS, 1'HE PUNIC AND OORR[LVIIL .gam..,. .... :.. „_ .r ':.I'._.:3:;3s._- LiMe.. __t'z' •,.�. SGVTNERN CALIIORNIA EDISON COMPANY 53V MAIN STREET HUNTINGTON BEACH, CALITORNIA ATTNt MR. CA STER 4 APRIL 1, 1966 SuBJECTt DNA DEL MAR DRESSING & TOILET FACILIT4 i GCMTLLMENI APPLICATION 15 HERE DE FOR ELECTRICAL SERVICI'i "TO THE NEW DRESSING AMD TOILET FACILITY AT DEL MAR MAIN N. THE SERVICE POINT IS AN EXISTING EDISON COMPANY V UA LLTaiV- BEAKERS DRIVE. UNOERGROyND 2 -INCH A.C. DUCT HAS BEEN INSTALLED BY THE OWNER FROM THIS VAULT TO THE METER BOX. SERVtce REQUIREMENTSt TOTAL LOADI 11 KW SERVICES 120240 V, 1PN, 3 WIRE IT 13 EXPECTED THAT THIS SERVICE WILL BE REOUIRED BY APPROXIMATELY APRIL 15, 1966. VERY TRULY YOURS, G.P. DuNIGAM, JR. ASSISTANT CIVIL ENGINEER GPDINAJ LONG BEACH \ `� 3310 AIRPORT WAY 90806, 4263355 ILON, B,a�cNi Y 6362386 ILOS AN 9) 8286432 LORAN I /V SANTA AN 15140 N HARPER ST. 92703 JEFFERSON 1.2045 March 30, 1966 - Twinintl atories 7 KF � INSPECTION 8 MATERIAL ENGINEERING CHEMICAL a PHYSICAL ANALYSIS RESEF4'.H 8 ENVIRONMENTAL TESTING CORROSION REP-ARCH & ANALYSIS Examination: Scf;6 -1326 COMPRESSION TESTS ON CONCRETE CYLINDERS David Young Builders, Inc. 285 Boat Canyon Drive Laguna Beach, California PROJECT CORuNA DEL AIAR STATE PARK ADDRESS Cprona del Mar, California SAMPLE FROM T-Beams ARCHITECT W.E. Bl.urock & Assoc. ENGINEER MIX DATE CAST 3 -2 -66 DATE TESTED 3 -9 - -66 CONTRACTOR David Young, Builders,Inc. SUBCONTRACTOR David Young Builders, Inc. SPECIFIED STRENGTH 3 -30 -66 SLUMP CYLINDER NO. 1. 2 COMPRESSION 7 -nay 28 -Day TOTAL LOAD, LBS. 66.000 116,000 R F C F I V E D POUNDS PER SO. IN. 2,335 4,105���nn ,�T 1966 PISLIC IgiORKS DEPT. COMPLIANCE MADE BY DELIVERED BY RECEIVED ON CYLINDERS Kent Art 3-4 -66 DISTRIBUTION: William E. Blurock David Young Builders Newport Beach - Public Works Dept. ALL. HFI'OlelS AHI &1100111 LL AY 111L CONI 10.111IA I. I'H:+i`L II I'V /: Y' t.1.I1.N i5. AV 1119X1 L.ATInN (/]R P:: Bt II.A111'N" 11H HI +E!R is, .ON♦ "l.t![IDNY. ON ET r+ THACl. (RON OR R[4'A001 N/: 7I1EM IR P[SNYBO.GNOIN OUR WRITTEN APPROVAL AS A LIUTVAL PRO fELI'ION i0 y- LIiN "IS,Y1/E PV9LIC ANO OV NSELV [[� E 4' _ v. PAR LONG FLA -., 3310 AIRPORT A'AY On 06 426.3'55 �.. b...., gar. 2116 .,.. SANTA ANA 15140': HASP--P e 12703 -E --11 1.8045 N :151'.^.:1 22, u TwiniZ baratarias 1 / 1 FE(: --3N & MATERIAL ENGINEERING CHLMK AL & PHY>ICAL ANALYSIS RE—ARCH & ENVIRONMENTAL TESTING = OPR0510.N REHEAR -H & ANALYSIS Examination: SC66 -1127 COMPRESSION TESTS ON CONCRETE CYLINDERS David Young Builders, Inc. 285 Boat Canyon Drive Laguna Beach, California PROJECT COROi3A DPL '.iAR STATE PARK ADDRESS Corona Del 'tar, California SAMPLE FROM Footings - Column ARCHITECT CONTRACTOR W. E. Blurock & Assoc. David Young Bldrs. Inc. ENGINEER SUBCONTRACTOR - David Young Bldrs., Inc. SPECIFIED MIX 5.5 sk. STRENGTH 3,000 psi DATE CAST 2 -22 -66 SLUMP 311 to 411 DATE TESTED 3 -1 -66 3 -22 -66 CYLINDER NO. 1 2 COMPRESSIC.. 7 -Day 28 -Day R E C E IV ED TOTAL LOAD, LBS. 59,000 ilj,J'vG Ml 2> 1966 POUNDS PER SO. IN. 2,085 �, ;.`. PUBLIC WORKS DEPT., COMPLIANCE 2j- cy t,?si co;apli .iin .laeci_icstiions. MADE BY DELIVERED BY RECEIVED ON CYLINDERS I:ent Art 2 -24 -66 DISTRIBUTION: Wm. E. Blurock & Assoc. David Young Bldrs. Newport Beach - Public Works Dept.��� AI L REPO4+$ 1PE S'!BMITTEO AS THC CON4'IDFN7I IL PROPERTY OF C, ENTS Ai,THOR12AT10N FOR PUBLICATION OF OJR REPORTS. CONCLUSIONS. OR E%- TPACTS FROM OR REGARDING THEM .S ' F SERVED PENOING OUR WRITTEN APPVOVAL AS A MVT:i AL PROTCCTION TO CLIENTS. THE PUBLIC AND OURSELVES. LONG BEACH 3310 AIRPORT WAY 90806 426 -3355 II.ONG BEACHI 6362366 ILOS ANGELESI 826.6432 IORANGL CO SANTA ANA 1514�D N. HARPER ST 92703 JEFFERSON 1 2045 Examination: SC66 -16111 COMPRESSION TESTS ON CONCRETE, CYLINDERS David Young Builders, Inc. 285 Boast 0anyon Drive Laguna 3each,"alifornia PROJECT C0i10XA DAL IUR STATE PARK ADDRESS Corona Del liar, California SAMPLE FROM T -Beams ARCHITECT CONTRACTOR W. E. B.lurock L Assoc. r INSPECTION B MATERIAL ENGINCERINI n CHEMICAL B PHYSICAL ANALYSIS David Young Bldrs. � RESEARCH a ENVIRONMENTAL TESTING r F CORROSION RESEARCH & ANALYSIS Examination: SC66 -16111 COMPRESSION TESTS ON CONCRETE, CYLINDERS David Young Builders, Inc. 285 Boast 0anyon Drive Laguna 3each,"alifornia PROJECT C0i10XA DAL IUR STATE PARK ADDRESS Corona Del liar, California SAMPLE FROM T -Beams ARCHITECT CONTRACTOR W. E. B.lurock L Assoc. David Yo1.m g Bldrs. Inc. ENGINEER SUBCONTRACTOR - - - David Young Bldrs. Inc. SPECIFIED MIX 5.5 sk. STRENGTH 3,000 Psi DATE CAST 3_15_ SLUMP 31T to 411 DATE TESTED 3 -22 -06 4- 12 -6U CYLINDER NO. :1 D COMPRESSION 7 -1-,y 28 -Day TOTAL LOAD, LBS. 61 , POUNDS PER SO. IN. 2,130 COMPLIANCE MADE BY DELIVERED BY RECEIVED ON CYLINDERS ;lent Ar'i. 3 -18 -66 DISTRIaUTION: N . B. laurock & ssoc. David Young adrs. lleuport Beach - Public ?larks Dept. ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AUTHORIZATION FOR PUBLICATION OF OUR REMRTS, GOMCIU{)OMi. OR EA. TRACTS FROM OR _REGARDING THEM 15 RESERVED PENDING OUR WRITTEN APPROVAL AS A MUTUAL PROTECTION Tp GS,I£N;7ayjlIC AND OURSELVES. _ II Certificate No. I Amount of rho ate To ... e1 tit of �.ssa•� This is to Certify AM am, & YOUnT — contractor for tt+e genera) aonstr mum 7ou+ is entitled to Amount of Contract Additions to date Total Deductions to date Net Total $_ Amt of this Cer. $ 524M biwoatly ertbo&d $ U666-1 4 Total authorned to date E_ of $ 8-S26 -00 19, Received from City ai Newport Beach Elaht Thcus:J1d Five liunerad TwentymsIx jaaw N*/IQOz-ft.jLjL'L'LnMDQUM per above Certificate Certificate No. s Amount ofthit a TO t; rf ma jositsewi This is to Certify that owl d 18"0 --- contractor for th• " Mcal COMtnntion your it entitled to Amount of Contract Additions to date Total Deductions to date Net Total $_ Ain't of this Cer. $ 8526 1000 Prtvforsly adboristd $ (]� Totd aatborraed to daft S_ 19_ Received from ti ty of MR.Sch Eight Thousand El" Nsndrad 1►iaa PSIX and tla/100.......... as per above Certificate &J, � LYB & 9 INCOH.oYATC13 YB9 BRAT CANYON DRIVE LACUNA BEACH, CALIFCJRNIA -92651 494 -9525 TO: CITY OF NEWPORT BEACH - PUBLIC WORKS DEPT. PROGRESS PAYMENT REQUEST NO. 3 FOR PERIOD ENDING MARCH 20, 1966 PROJECT: DRESSING & TOILET FACILITIES CORONA DEL MAR STATE BEACH PARK CONTRACT NO. 944 (REVISED) 1. DEMOLITION & PAVING $ 1,175. 3 -0- -0- 0 TAL 1TEM AMOUNT I OF TOTAL PREVIOUS ESTIMATE THIS ESTIMATE TOTAL TO DATE OOMPLETI 1. DEMOLITION & PAVING $ 1,175. 3 -0- -0- -0- -0- 2. LAYOUT 150. 2 750. -0- 750. 100 3. FOOTING EXCAVATION 1,364. 3 1,364. -0- 1,364. 100 4. FINE GRADE & BACKFILL 1,206. 3 724. 301. 1,025. 85 5. CONCRETE 3,496. 8 2,098. 874. 2,972. 85 6. FORMS 20142. 5 1,928. 107. 2,035. 95 7. CEMENT FINISHING 1,935. 4 968. 483. 1,451. 75 8. MILLWORK & FIN. CARP. 411. 1 -0- -0- -0- -0- 9. ELECTRICAL 2,000. 5 1,000. 300. 1,300. 65 10. BENCHES 381. 1 -O- -0- -0- -0- 11. FINISH HARDWARE 220. 1 -0- -0- -0- -0- 12,. MASONRY 4,650. 11 3,270. 10410. 4,680. 100 13. PAINTING (ALLOWANCE) 1,000. 2 -0- -0- -0- -0- '4. PLUMRING 7,885. 18 5,125. 789. 5,914. 75 I''. t ?E6AR 1,350. 3 1,215. -0- 1,215. 90 16, 5H' TVt TA" & MISCELL. METAL 5,800. 13 -0- 580. 580. 10 1(> WATERPROOFING 590. 1 -0- -0- -0- -0- 18. PRECAsr T'S 5,935. 14 1,187. 4,629. 5,816. 98 19. TOILET PARTITIONS 600. 1 -0- -0- -0- -0- 20. CUTTING & PATCHING 350. 1 -0� -0- -0- -0- 21. CLEANUP 110. -0- -0- -0- -0- $ 50. -TO 91 6-79-. 9. 9F ORIGINAL CONTRACT $43,350. EXTRAS TO DATE -0- / - - CONTRACT TO DATE 43,350. p7{ 32y'6� AMOUNT EARNED TO DATE 29,102. 10% RETENTION 2,910. AMOUNT DUE TO DA TE 26 ,192. PREVIOUS PAYMENTS 17,666. NET DUE THIS DATE E 8.526. I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES &Al�LZILU IMCOR.o"T o "I BOAT CANYON DRIVE LAS,UNA BEACH, CALIFORNIA -92651 494 -7525 TO: CITY OF NEWPORT BEACH - PUBLIC WORKS DEPT. PROGRESS PAYMENT REQUEST NO. 3 FOR PERIOD ENDING MARCH 20, 1966 PROJECT: DRESSING & TOILET FACILITIES CORONA DEL MAR STATE BEACH PARK CONTRACT NO. 944 (REVISED) ITEM AMOUNT TOTAL ESTIMATE ESTIMATE TO DATE COMPLE71 1. DEMOLITION & PAVING 2. LAYOUT 3. FOOTING EXCAVATION 4. FINE GRADE & BACKFILL 5. CONCRETE 6. FORMS 7. CEMENT FINISHING 8. MILLWORK & FIN. CARP. 9• ELECTRICAL 10. BENCHES FINISH HARDWARE '• ' MASONRY PAINTING (ALLOWANCE) PLUMBING :PAP : -METAi & MI SCE LL. METAL ;ATERPROOFING 5 a yCr 1 T S LET PARTITIONS 1C= :;UTTI NG & PATCHING 2S: CLEANUP OR1:11NAL CONTRACT ex 1. AS 10 DATE CONTRACT TO DATE AMOUNT EARNED TO DATE 10% RE TEN I! ON AMOUNT DUE TO DATE FREVIOUS PAYMENTS NET DUE THIS DATE $ 1,175. 3 -0- -0- -0- -0- 150. 2 75o. -0- 750. 100 1,364. 3 1,364. -0- 1,364. 100 1,206. 3 724. 301. 1,025. 3,496. 8 2,098. 874. 2,972. 85 2,142. 5 1,928. 107. 2,035. 1,935. 4 968. 483. 1,451. 75 411. 1 -0- -a- -0- -0- 2,000. 5 1,000. 300. 1,300. 65 381. 1 -0- -0- -0- -0- 220. 1 -0- -0- -0- -0- 4,650. 11 3.270. 1,410. 4,680. 100 1,000. 2 -0- -0- -0- -0- 7,885. 18 5,125. 789. 5,914. 75 1,350. 3 11`215. -0- 1,215. 90 5,800. 13 -0- 580„ 580. 10 590. 1 -0- -0- -0- -0- 5,935. 14 1,187. 4,629. 5,816. 98 600. 1 -0- -0- -0- -0- 350. 1 -0� -0- -0- -0- 110. -0- -0- -0- -0- $ >0. 0 99. 9 -x73. 29,102. $43,350. -0- 43,350. 29 26,192. -� 17.666. $ 8,526. I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES I 3 LONG BEACH 3310 AIRPORT WAY 90806 426.3355 (LONG BEACH, 636 -2386 (LOS ANGELES) 828.6432 (ORANGE CO 1 SANTA ANA 1514.0 N HARPER ST 92703 JEFFERSON t.2O45 oriies of SDUthE••rn ['al.7ntnio. ?n �. Kea INSPECTION & MATERIAL ENGINEERING CHEMICAL & PHYSICAL ANALYSIS RESEARCH & ENVIRONMENTAL TESTING CORROSION RESEARCH & ANALYSIS April 51, 1966 Examination: COMPRESSION TESTS ON CONCRETE CYLINDERS David Young Builders, Inc. 285 Boat Canyon Drive Laguna Beach, California PROJECT CORONA DEL MAR STATE PARK ADDRESS Corona Del Mar, California SAMPLE FROM Columns SC66 -1437 ARCHITECT CONTRACTOR W.E. Blurock & Assoc. David Young Builders,Inc. ENGINEER SUBCONTRACTOR MIX DATE CAST DATE TESTED CYLINDER NO. COMPRESSION TOTAL LOAD, LBS. POUNDS PER $O. IN. COMPLIANCE CYLINDERS David Young Builders, Inc. SPECIFIED STRENGTH 3,000 psi. 3-7-66 SLUMP 3 -14 -66 4 -4 -66 1 2 RECEIVED 7 -Day 28-Day APR 6 1966 70,000 120,000 PUBLIC WORKS DEPT. 2,475 . ,245 28 -Day test complies with specifications. MADE NY DELIVERED BY RECEIVED ON Kent Art 3 -10 -66 DISTRIBUTION: WM. E. Blurock. David Young Builders Newport Beach - Public Works Dept. ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AUTHORIZATION FOR PUBLICATION OF OUR REPORTS. CONCLUSIONS. OR [%- TRACTS FROM OR REGARDING THEM IS RFSERVED PENDING OUR WRITTEN APPROVAI, AS A MUTUAL PROTECTION TO CLIENTS, THE PLIPLIC AND OURSELVES. i 6 &AWLYBI19 INCORPORATED 2" BRAT CANYON DRIVE LAGLINA BEACH, CALIFORNIA -92651 494.7525 1 TO: CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 2 FOR PERIOD ENDING FEBRUARY 20, 1966 PROJECT: DRESSING & TOILET FACILITIES CORONA DEL MAR STATE BEACH PARK CONTRACT NO. 944 (REVISED) 1. 2. 3. 4. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. TOTAL 7o OF PREVIOUS HI AL ITEM AMOUNT TOTAL ESTIMATE ESTIMATE TO DATE OOMPLETE DEMOLITION & PAVING LAYOUT FOOTING EXCAVATION FINE GRADE & BACKFILL CONCRETE FORMS CEMENT FINISHING MILLWORK & FIN. CARP. ELECTRICAL BENCHES FINISH HARDWARE MASONRY PAINTING (ALLOWANCE) PLUMBING REBAR SHEETMETAL & MISCELL. METAL 5,800. WATERPROOFING 590. PRECAST T'S 5,935. TOILET PARTITIONS 600. CUTTING & PATCHING 350. CLEANUP 110. $ 1,175. 3 -0- -0- -0- -0- 750. 2 750. -0- 750. 100 1,364. 3 1,091. 273. 1,364. 100 1,206. 3 -0- 724. 724. 60 3,496. 8 699. 1,399. 2,098. 60 2,142. 5 857. 1,071. 1,928. 90 1,935. 4 -0- 968. 968. 50 411. 1 -0- -0- -0- -0- 2,000. 5 -0- 1,000. 1,000. 50 381. 1 -0- -0- -0- -0- 220. 1 -0- -0- -0- -0- 4,650. 11 -0- 3,270. 3,270. 80 1,000. 2 -0- -0- -0- -0- 7,885. 18 789. 4,336. .5,125. 65 1,350. 3 540. 675. 11`215. 90 ,350. ORIGINAL CONTRACT $ 43,350. EXTRAS TO DATE -0- CONTRACT TO DATE 43,350. AMOUNT EARNED 10 DATE 19,629. 10' RETENTION -0- AMOUNT DUE TO TO DATE -0- PREVIOUS PAYMENTS 4 253. NET DUE THIS DATE $ 13:413. 13 -OG -0- -0- -0- 1 -0- -0- -0- -0- 14 -0- 11187. 1,187. 20 1 -0- -0- -0- -0- 1 -0- -0- -0- -o- -0- -0- -0- -0- -0- io"T -7,777- TT 9i7 69T. -77- I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARF MRRFCT_ A Certificate No. Ah 2 Ruud Amount of thIMcrdficate 13�413_oo To City of Newaort Beach This is to Certify that David Young contractor for the general construction of yow entitled to a— second payment of Amount of Contract $43,3so Additions to date $ Total Deductions to date Net Total $_ Ain't of this Cer. $ 1341 00 Previoxtlyautboriud$ _ QQ Total authorized to date $_ Balance 25,684 $ 130413.00 29— Received from City of Newnnrt Rp;;rh Thirteen Thousand Four Hundred Thirteen and No /100-=- - - - - -- Dollars as per above Certificate L &A4,VyB&9 INCORPORATED 285 BOAT CANYON DRIVE LACUNA BEACH, CALIFORNIA -92651 494 -7525 iD% CITY OF NE {,KFll ',?[A�,H .. PUBLIC «ORKS DEPT* PROVESS PAYUM :'lccuES i NO $, 11 PROJECts DFESSIXi & 101i.Ei WILITIES •-QiiD A C:L fiAli SiAiE SEA:;�s PARK c -1 y7 ... Friti PERIOD ENC11N-4 1_20 -66 :GP31twA::T 140 . 944 (i1EU1SEa) i' [AL OF P il E 7 v H A �T T SI A .E 1 A Ai' Tl 1* OtUOLITION & PAVtNG r 1*175. 3 —0— —0— —0— —0- 2. LAYOUT 750* 2 -0- 750. 750. 100. 3* FOOTING EXCAVATION 1.364. 3 —0— 1,091. 1,091. 80. 4* FINE GRADS IT SACKFILL 1 *206* 3 —0— —0— —0— —0- 5* CONCRETE 3,496. 8 -0- 699. 699. 20. 6. FORMS 2,142. 5 -0- -857. 857. 40. 7* CEMENT FINISHING 1.935* A —0— —0— —0— —0- S. MILLWORK & FIN* CARP. +11* 1 —0— —0— —0— —0- 9. ELECTRICAL 2.000* 5 —0— —0— —0— —0- 101* BENCHES 3810 1 —0— —0— —0— —0- 11» FINISH HARDWARE 220* 1 —0— —0— —0— —0- 12* MASONRY 4 *650. 11 —0— —0— —0— —0— 13. PAINTING (ALLOWANCE 1 *000* 2 -0- - -0- -0- -0- 1A* PLUMBING 7 *885* 18 —0— 789. 789. 10. 15* ; %ESAR 1,330* 3 -0- 540. 540. 40 16* SHEETMETAL A, ISCELL. IfTAL 3*sw* 13 —0— —0— —0— —0- 17. ',',ATERPROOFING ml 1 —0— —0— —0— —0- 18* PRECAST T'S 50935. 14 —0— —0— —0— —0- 19. TOILET PARTITIONS 6th* 1 —0— —0— —0— —0- 20s CUTTING & PATCHING 350* 1 —0— —0— —0— —0- E1* CLEANUP 110 713TS3� •• `ins` —0— —0— —0— g- 4,726. —0- 08IGI NAL WN TF;A1C i 8:cTRAS IU DATE , QN TI ACT TG DATE AV,OUNT EAFNED TO DATE 10 ; RE TE.N i ION A UN I DUE. TO DATE PREVIOUS PAYMENTS NET DUE THIS DATE ,43 *350* 43,350. O/i (U GG 4,726. 473 -� ; X53-. — 05' -- `t , 757 I HERf6Y C'EHIIFY THAT fHE. AC *i/ Aui;UitTS AND V U:S �A Fr;C °1 IECT* ENG {r N C if C 4 4 C 4 C Certificate No. > Amount of this Cettifiute 4253.00 To City of Newport Beach This is to Certify that David Young contractor for the general construction n;YOW building Gressina & Toilet Faci l i ties is entidled to a first Four Thousand Two Hundred Fifty -Three Corona del payment of and No/100 Mar State Beach Park ----------- Dollars H W C:3 to mAmount N of Contract $ 143_, 3 0 Additions to date $ Total $ — C-> in 0— Deductions to date $ Net Total $ 43.350 Amt of this Cer. 4 00 $ � $ r..v arlty.urlurizd - _ _ _ 00 1, " Total author ized to date $ 4 253 Balance 39,097 00 Die January 26, 1966 00 $ 4,253.00 19_ Received from Gig Newport Rparh Four Thousand Two Hundred Fifty -Three and No /100 ----- ------ -Dollan As per above Certificate 'G_�Z/� CITY OF NEWPORT BEACH PUBLIC ,WORKS DEPARTKNT CHANGE ORDER NUMBER: I CONTRACT: CONSTRUCTION OF CORONA DEL MAR BEACH DRESSING AND TOILET FACILITIES CONTRACT NUM R: 944 CONTRACTOR: ID YOUNG BUILDERS INC. THIS CHANGE CONFIRMS THE MEMO DATED JANUARY 10, 1966. REVISE THE BUILDING LOCATION AS SHOWN ON THE ATTACHED DRAWING. CONNECT THE SEWER TO THE EXISTING MANHOLE. SUBMIT AN AMOUNT FOR THE REDUCTION IN THE LUMP SUM PRICE BID DUE TO DELETION OF THE MANHOLE AND SHORTER LENGTH OF SIDE SEWER REQUIRED. THE APPROXIMATE REDUCTION IN COST DUE TO THIS CHANGE IS $250.00- S I GNED^ �; /r. _ CONTRACTOR DATE -/ /- 6' BY DATE THE FINAL REDUCTION IN COST DUE TO THIS CHANGES DETERMINED FROM INFOR- MATION SUBMITTED IS: $ ` �-, `'_i - SIGNED CONTRACTOR DATE BY, DATE m ri 0 '�? o_ '/ &JlV4&R INCORPORATED 205 BOAT CANYON DRIVE LAGUNA BEACH, CALIFORNIA -92651 494 -7525 JANUARY 19, 1966 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CITY HALL 3300 WEST NEWPORT BLVD, NEWPORT BEACH, CALIFORNIA RE: CORONA DEL MAR STATE & CITY BEACH PARK CONTRACT NO. 944 GENTLEMEN: IN REFERENCE TO YOUR MEMO OF JANUARY 10, 1966, WE SUBMIT A REDUCTION IN CONTRACT OF $145.00 AS ARRIVED AT AS FOLLOWS: PLUMBING CREDIT AS PER ATTACHED FROM PLUMBING SUB - CONTRACTOR ($235,00) CHARGE BY DAVID YOUNG, BUILDER, INC. FOR LAYING OUT BUILDINGS IN OLD POSITION 2 MEN -1 DAY- $5.60/MAN/HOUR 90.00 TOTAL CREDIT ....................... 145.00) SINCERELY, DAVID YOUNG, BUILDER, INC. PATRICK C0,9AN PC:MW ENCL. JAN 2 41966 i AL AL d ' ADDITIONAL V00ft AUTHCRIZATION �e p Lam' BREDEHOFT PLUMBING CO., INC. 744 Baker Street P. O. Box 1948 COSTA MESA, CALIFORNIA 92626 Phone $56.1121 PHONE, �4 - s DATE STREET QRNyntJ JOB NAME: JOB NUMBER RZ- AA Ok IL CV-1 I3 CttY STATt STREET EXISTING CONTRACT NO, DATE OF EXISTING CONTRACT Oft �e STATE You are hereby authorized to perform specificclly described additional work: �the jfollowing e/T'��T 1V �.� � - \Q1� �.Q�..� Rl� �i �•c�T V.CfC. �..� _. CHAS -itJe� EX�sr MAGI Kowc $,�'aN�.l New ��.32G�a „uN �.iA!-ER c�<.R�1lCE �o S?.AIhE'�OtNt- . CSC �UN TAI ft - .. {V tT Gxe D i' -- A FOR ABOVE WORK IS: $'� V PAYMENT WILL BE MADE AS FOLLOWS: ABOVE ADDITION WORK TO BE PEWFORMED UNDER SAME CONDITIONS AS SPECIFIED IN ORIGINAL CONTRACT UNLESS OTHERWISE STIPULATED. Date 196 — Authorized Signatur (OWNER SIGNS HERE] WE HEREBY AGREE TO FURNISH LABOR AND MATERIALS - COMPLETE IN ACCORDANCE WITH THE ABOVE SPECIFICATIONS, AT ABOVE STATED PRICE. Authorized Signatu _ Date �{ 196 (cow"CTOR SIGNS HERE) THIS IS CHANGE ORDER NO. NOTE: Thu R.,AA. 6.eem.a m„ f- ..d 1. Tie,_ er ..I.N.u. ,...tr...,. F&M 120 — Copyright 196E. M. EpM MMat SWAM, I.t, DECEMBER 13, 1965 TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: CORONA DEL MAR STATE AND CITY BEACH PARK DRESSING AND TOILET FACILITIES CONTRACT NO. 944 (REVISED) RECOMMENDATION: ADOPT A RESOLUTION AWARDING THE CONTRACT TO DAVID YOUNG, BUILDER, INC., FOR $439350.00 AND AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE THE CONTRACT. DISCUSSION: FOUR BIDS WERE RECEIVED AND OPENED IN THE OFFICE OF THE CITY CLERK AT 11 A.M. ON DECEMBER 8, 1965- BIDDER TOTAL DAVID YOUNG, BUILDER, INC. $ 43,350.00 LAGUNA BEACH FRED BECK CONSTRUCTION COMPANY $ 43,433.00* COSTA MESA E. F. GRANDY $ 53,299.00 COSTA MESA Roy COLLINS, INC. $ 539546.00 NEWPORT BEACH *THE BID RECEIVED FROM FRED BECK CONTAINED A CLERICAL ERROR WHICH COULD HAVE REDUCED THEIR BID BY $200.00. HOWEVER, AFTER ANALYSIS OF THE PROPOSAL FORM, IT WAS RECOMMENDED THAT THE TOTAL AMOUNT AS WRITTEN ON THE PROPOSAL AND AS SHOWN ABOVE SHOULD BE CONSIDERED THE CORRECT BID AMOUNT. THE CONTRACTORS WERE INFORMED ON WEDNES- DAY, DECEMBER 8, 1965, OF THIS RECOMMENDATION. THE LOW BID IS 3% LESS THAN THE ESTIMATED COST OF $44,600.00. THE AMOUNT BUDGETED IN ACCOUNT No. 10- 7797 -076 IS $44,600.00. THE ESTIMATED DATE OF COMPLETION IS MAY 15, 1966. ATTACHED IS A LETTER FROM THE ARCHITECT RECOMMENDING AWARD. PH(� DEVLIN IC RKS DIRECTOR VTEST TO OPENING OF BIDS: 'N\ a, , -'?-L^, SQL r' Q' CIT'Y CLERK, MJA:vR ATT. 3 1 I JAWARY 22, 1965 Mkt -1n�• B. BLNROCK 1580 SAYS1ot Dom CORONA DEL MAR, CALUORNIA ...... SURJECTi' CORONA DEL MAR CITY AND STATE MACK PARK BRERSINR AND TOILET FACILITIES DEAR SIR.-'' - PLSASC ISSUE AN ADCMDUM TO CLARIFY INSTALLATION OF WATER AND SEWER CONNECTIONS FOR SUSJECT BUILDING AS SHOWN ON ATTACHED SKETCH. IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT MIKE ANDERSON Of THE PUBLIC WORKS DEPARTMENT AT 673 -2110, EXTENSION 27- VERY \TRH \ULY�Y Y /YOUR$, JoeEPN T. UEYL+N PUBLIC WORKS DIRECTOR KJAsat ATT- s vl r' II WTI 81 Ol CONSTRUCT STD. MH. (SEE STD - 401 -L) 2O CONSTRUCT 4" HOUSE SEWER (SEE P -1 OF PLANS) OCONNECT TO EXISTING 2" GALV. WATER MAIN WITH 65'+ 2" COPPER PIPE (SEE STD - 513 -L) OCITY FORCES TO INSTALL 2" METER AFTER CONTRACTOR HAS PLACED NEW PIPE AND METER BOX. (FEE = $340.00 TO BE PAID BY CONTRACTOR) CITY OF NEW PUBLIC WORKS DRAWN DATE APPROVED PUBLIC WORKS DIRECTOR R.E. NO. DRAWING NO. II rA) dI PO 3 wl ft u TWO p ri Mo l I M00,01 `t , p r 1� ILI q b 0 WN O lull 1. 00 .Z 311 Z F-A 0 .4 lu 9 1 : 1 v t/ 'I E ARCHITECTS L A N N E R S william e. blurock coordinating architect leron a. Nester business edna m. hileman specifications e a r l c a r I s o n edward j. buhlig CORONA DEL MAR STATE AND C I TY BEACH PARK project architects a l an e.,mith DRESSING AND TOILET FACILITIES r bert t, he n c h fames b. green - charles p. kennedy , owen c. mccorkle Cost Estimate per Revised Plans - April 20, 1965 supervising architect tho m os w, welch 0 0 BASE BID (Revised) Inc u es work under Separate Bids #1 and #2 of original bid) SEPARATE BID #1 (Curbs, warFs and A.C. paving) SEPARATE BID #2 Demo Rion o existing building) SEPARATE BID #3 Sewer man o e addition) TOTAL ESTIMATE Q As r- L I.D C v-r s $42,500 9,900 1,100 1,000 $54,500 I. LCyUCCD QURtiI +'Tr OF C.oc.or<fta i�cS _.. ,:roc — SA VC z• �A1 Kk -fkIgC' '41 (6 1�C)C' 4rZ,SG0 - SAVC 3. FL-_c. -L C0ALl✓ - SPAY Jc.L�),A -ra 14 A =��ooa Sgvc; �. !�L[�tit7G 23 — 2. '�o I cam To Pc� r� rc�.� yI000 - SA ✓v AIA w i l l i a m e. b l u r o c k a n d a s s o c i a t e s a r c h i t e c t s N 1550 bayside drive corona del mar c a I i f a r n i a 714 673.0300 • • CITY OF NEWPORT BEACH PA9, BEACHES & RECREATION DEPART June 1, 1965 TO: HARVEY L. HURLBURT, CITY MANAGER FROM: C. C. Stewart, Director SUBJECT: CORONA del MAR RBSTROOM, DRESSING -ROOM FACILITY After meeting with Bill Blurock to discuss the revised plans of the proposed restroom, dressing -room facility at the Corona del Mar State and City Beach Park, the following figures have been compiled showing the cost savings under the new architectural design: Revised Estimate $ 35,800 5,080 1,620 9,9000 1,100 1,000 $ 54,500 Basic reductions were accomplished under the following methods: 1. Reduced quantity of colonnades - Savings .... $ Original 2. Change in painting specs - Low Bid 1. Base bid . ..............................$ Change in 40,333 2. Separate Bid No. 1 Change in electrical extension - Paving, planter, drinking fountains.. 8,160 3. Separate Bid No. 2 Savings.... 333 Roof tees and columns ................ 7,620 4. Separate Bid No. 3 Walks, curbs, A.C. paving............ 9,200 5. Separate Bid No. 4 Demolition of old restrocm........... 1,300 0 S. Separate Bid No. 7 Sewer manhole ...................... 995 $ 67,608 Revised Estimate $ 35,800 5,080 1,620 9,9000 1,100 1,000 $ 54,500 Basic reductions were accomplished under the following methods: 1. Reduced quantity of colonnades - Savings .... $ 7,000 2. Change in painting specs - Savings.... 2,500 3. Change in type of block - Savings.... 700 4. Change in electrical extension - Savings.... 1,000 5. Reduction in planter areas - Savings.... 333 6. Reduction in paving area - Savings.... 1,575 OIncludes part of base bid in original low bid estimates QSeparate bids No 5 and No 6 were deduction items arA do not lend themselves to this analysis $ 13,108 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 171, 18 19 20 21 22 23 241 25 26 27 28 29 30 311 321 (12) S L�JTlog go. 6257 A RKSOLf 10114 OF Tit CITY CWNCIL Of TO CITY OF Wil. WT BEACH AWARDING A CONU&CT FM THE COkSTRDCTION OF TM CftQKA DEL MR STATE AND GITT SUCH PARK DRKSSIM AND TOILET FACILITIES (CONTMCT go. 944, RBYISRD) WHEREAS, pursuant to the Notice Inviting Bids for work consisting of the construction of the Corona del Mar State and City Reach Park dressing and toilet facilities in the City of Newport Beach, in accordance with the plans and Specifications heretofore adopted, bids were received on the 8th day of December, 1965 and publicly opened and declared; and WIUUU AS, it appears that the lowest responsible bidder therefor is David 'Young, Sunder, Inc.; NOW, 'fUUFOAS, BE IT RESOLVED that the bid of David Young, Builder, Inc., in the amount of $43,330.00 be accepted and that the contract for the construction work be awarded to said bidder. BE IT FURTAER RESOLVED that the Mayor and City Clerk are hereby authoriszed and directed to execute a contract in accordance with the specificatiots, bid and this award on behalf of the City of Newport Beach, aad that the City Clerk be directed to furnith an executed copy to the successful bidder. ADOPTSD this i3t-h day of �.c 1965. , Mayor ATT17 2 ` ty Clark -vw 6 6 DECEMBER 13, 1965 TO: CITY COUNCIL 3 FROM: PUBLIC WORKS DIRECTOR SUBJECT: CORONA DEL MAR STATE AND CITY BEACH PARK DRESSING AND TOILET FACILITIES CONTRACT NO. 944 (REVISED) RECOMMENDATION: ADOPT A RESOLUTION AWARDING THE CONTRACT TO DAVID YOUNG, BUILDER, INC., FOR $43,350.00 AND AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE THE CONTRACT. DISCUSSION: FOUR BIDS WERE RECEIVED AND OPENED IN THE OFFICE OF THE CITY CLERK AT 11 A.M. ON DECEMBER 8, 1965- BIDDER ,T1OTAL DAVID YOUNG, BUILDER, INC. $ 43,350.00 LAGUNA BEACH FRED BECK CONSTRUCTION COMPANY $ 43,433.00* COSTA MESA E. F. GRANDY $ 53,299.00 COSTA MESA Roy COLLIN51 INC. $ 53,546.00 NEWPORT BEACH *THE BID RECEIVED FROM FRED BECK CONTAINED A CLERICAL ERROR WHICH COULD HAVE REDUCED THEIR BID BY $200.00. HOWEVER, AFTER ANALYSIS OF THE PROPOSAL FORM, IT WAS RECOMMENDED THAT THE TOTAL AMOUNT AS WRITTEN ON THE PROPOSAL AND AS SHOWN ABOVE SHOULD BE CONSIDERED THE CORRECT BID AMOUNT. THE CONTRACTORS WERE INFORMED ON WEONES- OAY, DECEMBER 8, 1965, OF THIS RECOMMENDATION. THE LOW BID IS 3% LESS THAN THE ESTIMATED COST OF $44,600.00. THE AMOUNT BUDGETED IN ACCOUNT No. 10 -7797 -076 Is $44,600.00. EPH L I C THE ESTIMATED DATE OF COMPLETION IS MAY 151 1966. ATTACHED ^13 AAA LETTER FROM THE ARCHITECT RECOMMENDING AWARD. 'DE 11 N -f _ `DEVIiN RKS DIRPCTnP (COUNCIL• V T VEST TO OP'E�NING OF BIDS: - y CIT'Y CLERK MJA:VR ATT. !-Z -1 3 . I,. < DISPOSITION: 9-k.71S % ., I UJEEB I ARCHITECTS P L A N N E R S 0 williom e. blurock fi coordinating architect 1111 leron a. heater bV51n eS5 1: edna m. hilemon .i specifications ca rl ca r I, an edward j. buhlig i project architects ' alan e. smith I Sobert i. hench james b. green I Charles p. kennedy .i *wen c. mcco,kle I supervising architect I thomas w. welch December 8, 1965 Director of Public Works City of Newport Beach 3300 Newport•Boulevard Newport Beach, California Re: Corona del Mar State and City Beach Park Dressing E Toilet Facilities Gentlemen: Bids for subject project were received this date and reviewed by this office. We recommend the award of contract to the David Young firm for the low total bid of $43,350. This firm is very familiar with the type of construction involved because of their work.on the existing facilities. The amount budgeted for this project is $44s600,00. Please contact me if you require any further infor- mation. WEB /tm Yours truly, WILLIAM E. BLUROCK 6 ASSOCIATES William E. Blurock A I A W i l l i a m e. b I u r o c k a n d a s s o c i a t e s a r c h i t e c t s H !: j H 1550 bay side drive corona del mar California 714 673 -0300 I : ._ .. — �6aill �......�:.Yri'wJ�P.:..ti: /�. .. .f•: SJ:li.A`t.!._e. e'u.:.L`` : .y .�..h..... r. ...n.. i�� LEGAL NOTICE CITY OF NEWPORT BEACH, CALIFORNIA NOTICE OF INVITING BIDS SEALED PROPOSALS will be received at the office of the City Clerk, City Hall, Newport Beach, California, until 11:00 A.M. on the 8th day of Decem- ber, 1965, at which time they will be publicly opened and read, for performing work as follows: CONSTRUCTION OF THE CORONA DEL MAR STATE AND CITY BEACH PARK DRESSING AND TOILET FACILITIES (CONTRACT NO. 944) (REVISED) 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 bidder's bond made payable to the City of Newport Beach, for an amount equal to at least 10 per cent of the amount bid. The documents included with- in the sealed bids which require completion and execution are the following: 1. Sheet 2 - Proposal 2. Sheet 3 - Bidder's Bond 3. Designation of Sub- Contrac. tots. 4. Contractor's Financial Status 5. Non - Collusion Affidavit The documents shall be af- fixed with the appropriate and correct signatures and seals of the corporation, partnership, joint venture and /or individual. In accordance with the provi- sions of Section 1770 of the Labor Code, the City Council of the City of Newport Beach has ascertained the general pre- vailing rate of per diem wages in the locality in which the work is to be performed for each craft or type of workman or mechanic needed to execute the contract and is set forth in Resolution No. 5729. A copy of said Reso- lution is available in the office of the City Clerk in the City of Newport Beach. All bids are to be compared on the basis of the Engineer's estimate of the quantities of work to be done. 0 No bid—will be accepted from a Contractor who has not been licensed in accordance with the provisions of Chapter 9, Divi- sion III of Business and Profes- sions' Code. Plans and specifications, forms of proposal, bonds, and contract may be obtained at the Public Works Department, City Hall, Newport Beach, California. A non - refundable charge of 42.00 will be required for each set of Standard Specifications. A refundable deposit of $5.00 will be required for each set of plans, special provisions, and contract documents. No refunds will be made later than 60 days after award of bid. The City of Newport Beach reserves the right to reject any or all bids and to waive any informality in each bids. CITY OF NEWPORT BEACH, CALIFORNIA MARGERY SCHROUDER, City Clerk Publish: Nov. 11, 1965, in The Newport Harbor Ensign i TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR NOVEMBER 8, 1965 �-4 SUBJECT: PLANS AND SPECIFICATIONS FOR THE CONSTRUCTION OF THE CORONA DEL MAR STATE AND CITY BEACH PARK DRESSING AND TOILET FACILITIES CONTRACT NO. 944 (REVISED) RECOMMENDATIONS: 1. APPROVE THE REVISED PLANS AND SPECIFICATIONS. 2. AUTHORIZE THE CITY CLERK TO ADVERTISE FOR BIDS TO BE OPENED AT II:00 A.M. ON DECEMBER 8, 1965- DISCUSSION: r ON FEBRUARY 8, 1965, THE COUNCIL REVIEWED AND REJECTED BIDS ON THE ORIGINAL CONTRACT. THE ARCHITECT, WILLIAM E. BLUROCK, WAS INSTRUCTED TO REVISE THE PLANS AND SPECIFICATIONS AS PER OUR AGREEMENT, CONTRACT No. 934• THE REVISED PLANS HAVE BEEN COMPLETED AND APPROVED FOR PERMIT BY THE BUILDING AND SAFETY DEPARTMENT. THE SPECIFICATIONS PROVIDE FOR THE WAIVING OF BUILDING PERMIT FEES. INCLUDED IN THE CONSTRUCTION WORK 15 THE DEMOLITION OF THE EXISTING REST - ROOM AND THE CONSTRUCTION OF A NEW RESTROOM AND DRESSING ROOM STRUCTURE. PARKING LOT PAVING AND CURB AND GUTTER CONSTRUCTION WORK ADJACENT TO THE NEW BUILDING HAVE BEEN DELETED AND ARE TENTATIVELY SCHEDULED FOR NEXT YEAR. ESTIMATE: THE FOLLOWING 15 A SUMMARY OF THE COSTS BASED ON THE ARCHITECT'S ARCHITECT FEE $ 1,760.00 ESTIMATED CONTRACT COST BASE BID 43,400.00 DEMOLITION 1,200.00 TOTAL CONTRACT COST $ 44,600.00 THE AMOUNT BUDGETED IN ACCOUNT No. 10 -7797 -076 IS $44,600.00. THE ESTIMATED DATE OF COMPLETION IS MAY 15, 1966. COUNCIL: d JOSEPH T. DEVLIN I E:. / e PUBLIC WORKS DIRECTOR /i;"�m MJA:vR 0 0 0 TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR 0 FEBRUARY 85 1965 )� -,z, SUBJECT: CORONA DEL MAR STATE AND CITY BEACH PARK PRESSING AND TOILET FACILITIES CONTRACT NO. 944 RECOMMENDATIONS: I. REJECT ALL BIDS. 2. DETERMINE AMOUNT OF SITE IMPROVEMENT WORK TO BE INCLUDED IN THE PROJECT. 3. INSTRUCT THE ARCHITECT TO REVISE THE PLANS AND SPECIFICATIONS. 4. DELAY PROJECT TO FISCAL YEAR 1965 -1966 AND BUDGET ADDITIONAL FUNDS AT THAT TIME. DISCUSSION: FOUR BIDS WERE RECEIVED AND OPENED IN THE OFFICE OF THE CITY CLERK AT 10:00 k M. ON JANUARY 27, 1965. $22,000 IS BUDGETED FOR THIS PROJECT IN ACCOUNT No. 10 -7 96 -076, A BALANCE OF $20,240 IS AVAILABLE AFTER DEDUCTION OF THE ARCHITECT'S FEE OF 1,760. THE ARCH- ITECT 1S ESTIMATE FOR THE BASE BID WAS $20,000 AND FOR THE TOTAL BID WAS $32,000. THE BASE BID IS FOR CONSTRUCTION OF THE BUILDING ITSELF AND A MINIMUM AMOUNT OF CONCRETE FLATWORK AROUND THE BUILDING. IT IS FELT BY THE ARCHITECT, WILLIAM E. BLUROCK, THAT THE COST OF CONSTRUCTION INCLUDED IN THE BASE BID COULD BE REDUCED TO ABOUT $35,000 BY MAKING CERTAIN REVISIONS TO THE PLANS AND SPECIFICATIONS WITHOUT MATERI ;_LY AFFECTING THE QUALITY OF THE STRUCTURE. THE AGREEMENT FOR ARCHITECTURAL SERVICES PROVIDES THAT THE ARCHITECT REVISE THE PLANS WITHOUT ADDITIONAL COST TO THE CITY IF THE LOW BID SUBSTANTIALLY EXCEEDS THE BUDGETED FUNDS. HOWEVER, IT IS NOT FELT THAT THE COST OF THE WORK INCLUDED IN THE BASE BID COULD BE REDUCED TO THE BUDGETED AMOUNT WITHOUT MATERIALLY ALTERING THE SCOPE OF THE WORK. P.B. & R. REPRESENTATIVES HAVE EXPRESSED THE OPINION THAT THE BUILDING SHOULD NOT BE REDUCED IN S12E OR QUALITY. A LETTER FROM THE ARCHITECT REGARDING THE PROJECT IS ATTACHED FOR REFERENCE. THE ADDITIONAL EXPENDITURES ARE FOR SITE DEVELOPMENT WORK TO COMPLETE IMPROVE- MENT OF THE AREA TO THE CONFIGURATION SHOWN ON THE MASTER PLAN FOR THE PARK. INCLUDED . ARE CONSTRUCTION OF CURB AND GUTTER, SIDEWALK, ASPHALTIC CONCRETE PAVING, CONCRETE ROOF TEES FOR THE COLONNADE, PLANTER BOXES, AND DEMOLITION OF THE EXISTING RESTROOM BUILDING, ABOUT 50 ADDITIONAL PARKING SPACES WOULD BE PROVIDED BY THE SITE IMPROVE - MENT'AS PROPOSED. THE ONLY WAY TO SUBSTANTIALLY ALTER THE COST OF THIS WORK I$ TO DELETE ALL OR PART OF IT, BIDDER BASE 6 10 TOTAL BID DAVID YOUNG, LAGUNA BEACH O4 , 00 ,157.00 E. F. GRANDY, COSTA MESA 43,.00 �R' 74,671.00 V. L. MURPHY, INC., LONG BEACH 49, .00 79,0,7,9.00 A. D. PENHALL, ANAHEIM 57,381.00 92,865.00 $22,000 IS BUDGETED FOR THIS PROJECT IN ACCOUNT No. 10 -7 96 -076, A BALANCE OF $20,240 IS AVAILABLE AFTER DEDUCTION OF THE ARCHITECT'S FEE OF 1,760. THE ARCH- ITECT 1S ESTIMATE FOR THE BASE BID WAS $20,000 AND FOR THE TOTAL BID WAS $32,000. THE BASE BID IS FOR CONSTRUCTION OF THE BUILDING ITSELF AND A MINIMUM AMOUNT OF CONCRETE FLATWORK AROUND THE BUILDING. IT IS FELT BY THE ARCHITECT, WILLIAM E. BLUROCK, THAT THE COST OF CONSTRUCTION INCLUDED IN THE BASE BID COULD BE REDUCED TO ABOUT $35,000 BY MAKING CERTAIN REVISIONS TO THE PLANS AND SPECIFICATIONS WITHOUT MATERI ;_LY AFFECTING THE QUALITY OF THE STRUCTURE. THE AGREEMENT FOR ARCHITECTURAL SERVICES PROVIDES THAT THE ARCHITECT REVISE THE PLANS WITHOUT ADDITIONAL COST TO THE CITY IF THE LOW BID SUBSTANTIALLY EXCEEDS THE BUDGETED FUNDS. HOWEVER, IT IS NOT FELT THAT THE COST OF THE WORK INCLUDED IN THE BASE BID COULD BE REDUCED TO THE BUDGETED AMOUNT WITHOUT MATERIALLY ALTERING THE SCOPE OF THE WORK. P.B. & R. REPRESENTATIVES HAVE EXPRESSED THE OPINION THAT THE BUILDING SHOULD NOT BE REDUCED IN S12E OR QUALITY. A LETTER FROM THE ARCHITECT REGARDING THE PROJECT IS ATTACHED FOR REFERENCE. THE ADDITIONAL EXPENDITURES ARE FOR SITE DEVELOPMENT WORK TO COMPLETE IMPROVE- MENT OF THE AREA TO THE CONFIGURATION SHOWN ON THE MASTER PLAN FOR THE PARK. INCLUDED . ARE CONSTRUCTION OF CURB AND GUTTER, SIDEWALK, ASPHALTIC CONCRETE PAVING, CONCRETE ROOF TEES FOR THE COLONNADE, PLANTER BOXES, AND DEMOLITION OF THE EXISTING RESTROOM BUILDING, ABOUT 50 ADDITIONAL PARKING SPACES WOULD BE PROVIDED BY THE SITE IMPROVE - MENT'AS PROPOSED. THE ONLY WAY TO SUBSTANTIALLY ALTER THE COST OF THIS WORK I$ TO DELETE ALL OR PART OF IT, • SUBJe: CORONA DEL MAR DRESSING AND TOILET FACILITIES PAGE Z THE COUNCIL MAY WISH TO PROCEED WITH THE PROJECT AT THIS TIME IN ORDER TO COMPLETE IT BEFORE THIS COMING SUMMER. THE ARCHITECT HAS CONSULTED WITH THE LOW BIDDER AND HAS DETERMINED THAT THE COST OF THE CONSTRUCTION INCLUDED IN THE BASE BID COULD BE REDUCED TO APPROXIMATELY $35,000 BY CHANGE ORDERS WHICH WOULD NOT MATER- IALLY AFFECT THE QUALITY OF THE STRUCTURE. IF THIS ALTERNATE COURSE OF ACTION IS TAKEN, THE PROCEDURE BELOW SHOULD BE FOLLOWED: I. DETERMINE AMOUNT AND TIMING OF SITE IMPROVEMENT WORK TO BE DONE. Z. ADOPT A RESOLUTION AWARDING THE CONTRACT TO DAVID YOUNG AND AUTHORIZING THE MAYOR AND THE CITY CLERK TO EXECUTE THE CONTRACT. 3, INSTRUCT THE ARCHITECT AND THE STAFF TO NEGOTIATE CHANGE ORDERS AS MENTIONED. ATTEST TO OPENING OF BIDS: �ITY CLERK • 1 . )SEPH EVLI" T. BLIC S DIRECTOR ATT. BBN:eE n U 11 S P E C I F I C A T I O N S CORONA DEL MAR STATE AND CITY BEACH PARK DRESSING AND TOILET FACILITIES OWNER CITY OF NEWPORT BEACH WILLIAM E. BLUROCK & ASSOCIATES, A.C.A. Architects and Planners 1550 Bayside Drive 7 Corona del Mar, California Area Code 714 - ORlole 3F °0300 JOHN A, MARTIN 6 ASSOCIATES Structural Engineer 1830 Wilshire Boulevard Los Angeles 57, California Area Code 213 - HUbbard 36490 LEE, ISHII b ASSOCIATES Electrical Engineers 2951 Long Beach Boulevard Long Beach 6, California Area Code 213 - GArfleld 7-7439 JOHN W. GOODY! I N Plumbing Consultant 3616 Lelan4 Street San Diego b, California Area Code 714 A 222-2433 SPECIFICATION INDEX Pages Inclusive BIDDING REQUIREMENTS: r NOTICE OF INVITING BIDS „ ......, 1 _ INSTRUCTIONS TO BIDDERS.. .. 1 - 3 FORM OF PROPOSAL (TWO COPIES).........: 1 5 BIDDER'S BOND ........................ i STATEMENT OF FINANCIAL RESPONSIBILITY`. 1 NON - COLLUSION AFFEDAVIT I DESIGNATION OF SUBCOHTRACTGRS 1 - 2 CONTRACT FORMS: CONTRACT., ........... 1 - 2 LABOR AND MATERIAL BOND 1 _ 2 PERFORMANCE BOND...... 1 - 2 GENERAL COND!ITIONS........ i SPECIALPROVISIONS., .... ............................... 1 - 3 FORM OF GUARANTEE ........ >.. I DIVISIONS: 1, GENERAL REQUIREMENTS- . IA TEMPORARY FACILI TIES ........................ ... I IB TESTING LABORATORY SERVICES .................... I 2. SITE WORK: 2A EARTHWORK AND GRADING I - 2 26 ASPHALTIC CONCRETE PAV%NG ...................... I 2CCLEARING AND DEMOLITfON ................ >.,.,., 1 3, CONCRETE: 3A CONCRETE........ i 9 36 PRE - TENSIONED BONDED PRESTRESSED BEAMS......... I - 4 3C RE[,NFORCING STEEL.... .......... ........ 1 2 4. MASONRY: 4A CONCRETE BLOCK MASONRY I •• 2 5. METALS: STRUCTURAL AND MISCELLANEOUS IRON 5A MISCELLANEOUS METALS..... ...... 1 6. CARPENTRY.: • 6A CARPENTRY AND MILLWORK I 2 ,t• 0 0 0 DIVISIONS (Continued) Pages Inclusive 7. MOISTURE PROTECTION 7ASKYLIGHTS ........ ............................... 1 7BCAULKING ......... ............................... I 8. DOORS, WINDOWS AND GLASS Not in Project 9. FINISHES 9APAINTING... :.....,, .n. > ........................... 1 - 2 10. SPECIALTIES IDAFINISH HARDWARE .. ............................... 1 100 TOILET PARTITI ONS ............................... t 11. EQUIPMENT Not in Project 12. FURNISHINGS Not in Project 13. SPECIAL CONSTRUCTION Not in Project 14. CONVEYING SYSTEMS Not in Project 155. MECHANICAL 15APLUMBING ... ............................... .... I - 2 16. ELECTRICAL 16AELECTRICAL WORK .. ............................... 1 - 3 COTY OF NEWPORT BEACH, CALIFORNIA • NOV CE OF ONVOTING BIDS 21 SEALED PROPOSALS will be received at the office of the City Clerk, City Hall, Newport Beach, California up to, but not later Y than 10:00 a.m., Wednesday, January W, 1995 at which time theyy will be publicly opened and read, for performing work as follows: CORONA DEL MAR STATE AND COTY BEACH PARK DRESSING AND TOILET FACOLOTIES NO BOD will be received unless it is made on a proposal form as bound In the specifications, Each bid Heist be accompanied by cash, certified check or bidder's bond made payable to the City of Newport Beach, for an amount equal to at least 10 percent of the amount bid, such guaranty to be forfeited should the bidder to wham the contract is awarded fail to enter into the contract. On 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 worktuan or mechanic needed to execute the contract and is set forth in • Resolution No, 5279. A copy of said Resolution Is available In the office of the City Clerk In the City of Newport Beach, All bids are to be compared on the basis of the Architect "s estimate of the quantities of work to be done, No bid will be accepted from a Contractor who is not iiconsed In accordance with the provisions of Chapter 9, Dlvislon III of Business and Professions Code. Plans and Specifications, forms of proposals, bonds and con- tract may be obtained at the Office of William E, Blurock C Associates, Architects, 1550 Bayside Drive, Corona del Mar, California, and will be available for examination at the Public Works Department, `City Hail, Newport Beach, California, A Deposit of $10.00 will be required for each set of plans and specifications, The deposit will be returned only upon return of the documents complete and in good contition within five days after the bid opening, The City of Newport Beach reserves the right to reject any or all bids and to waive any Informality in such bids. COTY OF NEWPORT BEACH CALIFORNU, MARGERY SCHROUDER, City Clark . INSTRUCTIONS TO BIDDERS ART, l.• GENERAL A, Examination of Documents: Before submitting proposal, eac er shall examine Contract Documents in order that he may be fully informed as to materials, labor and workmanship required and conditions under which they must be furnished and placed. 8 Su tementar information: After executing Agreement, no cons rat on w e given to .any claim of misunderm standing of,Contract Documents. No one Is authorized to amend documents in any way by oral statement nor to make any representation or interpretation in conflict with their provisions. Supplementary information, if necessary. will be mailed in addenda form simultaneously to all bidders. Co Discre aneles: Should discrepancy exist on drawings or n specifications or between drawings and specifica- tions, Contractor shall call discrepancy to attention of Architect for clarification. If discrepancy is not covered by addendum or written directive based on such clarification, Contractor shall include In his bid • materials and methods of construction resulting in higher cost. ART, 2� EXAMINATION OF THE SITE A, Examinatlon: Bidders shall visit and carefully examine site of proposed work and acquaint themselves with con- ditions under which work will be performed and nature and extent of work involved, B. Conflicts: In event that any conflict is discovered be- twain actual conditions existing on site and conditions described or Indicated on drawings or in specifications, bidder shall call such conflict to attention of Architect and request clarification before his proposal is submitted. Otherwise, it will be assumed that promises have been thoroughly examined and found to be acceptably described. In such event, it will be responsibility of Contractor to produce finished result indicated on drawings and speci- fied herein without claim for extra costs. ART. 3, SUBMISSION OF BIDS A� Form: Proposal must be made on blank Porm of Proposal " attached, 1 copy of which shall be removed from speci- fications, filled in and enclosed in sealed.onvu)ope • addressed "Corona del Mar State and City Beach Park w Dressing and Toilet Facilities ", and endorsed "Proposal for the General Construction ". INSTRUCTIONS TO BIDDERS - i • B. DDeelivery: All bids must be delivered to the Office o—f thClty Clerkq City Hallo City of Newport Beach, California. ART, 4. AWARD AND EXECUTION OF CONTRACT A. Bid Deposit Return: Deposits of the low three or more b7dders, number being at discretion of Owner, will be held until after execution of Contract, at which time these deposits will be returned. All other deposits will be returned after consideration of the bids. B. Notification: Upon award of contract, bidder to whom award rills made will be notified. He shall, within ten (10) calendar days from date of such notification, execute the Agreement, C. Execution: in event bidder to whom award is made falls or refuses to execute contract within the time limit above specified, Owner may declare Bidder's deposit for- feited as damages caused by failure of bidder to enter into contract, and may award contract to other bidder or bidders, or may call for new bids. D. Reservation of Rights- Owner reserves right to have performed en e amount of work indicated by drawings • and specifications; or such part or parts of work as he may elect. Owner reserves right to reject any or all proposals, to accept other than lowest proposal, to effect any combination of proposals and to waive any Informalities In any proposal, ART. 5. PROPOSALS A. Scope: Proposal must be for complete work of contract as described In Contract Documents, and will be received only as listed in Form of Proposal. In order to be con- sidered, each proposal must be accompanied by each of the Forms bound herein, completely filled inn as follows: (1) Bidders bond. (2) Statement of financial responsibility (3) Non - collusion affidavit. (4) Designation of subcontractors. B. Bid Bond De .sit: Each bid must be accompanied by a certi- �eorcas car s check payable to the Owner, executed by the Bidder as principal and a satisfactory surety company • as surety, in an amount not less than ten percent (M) of the Base Bid. INSTRUCTIONS TO BIDDERS - 2 Ca Bonds: Each bidder shall Include all charges for furnish - • Tng a Performance Bond in sung of 50% of contract price and a Labor and Materials Bond in sum of 50% of contract price. Form of such bonds shall be the same as those bound In this Specification, Do Subcontracts: Each portion of work shall be performed y an organization equipped and experienced to do work in the particular field, and no portion of work shall be reserved by Contractor to himself unless he Is so equipped and experienced. Each proposal must Include a complete list naming subcontractor proposed for every portion of the work, E. Signatures: The proposal must be signed with the full name o tie bidder and his address; if a copartnership, by a member of the firm with the name and address of each member; if a corporation, by an officer thereof in the corporate name, and having the corporate seal affixed, FD Substitutions: If Contractor is unable for any reason to offer a Tied on the work as specified, or if he desires to make a substitution for any work shown or specified which may not be considered equal to work called for, he may list substitutions In space provided in Form of • Proposal, He shall indicate additions to or deductions from Base Bid which the Owner may make if substitution Is accepted, The Owner reserves the r €aht to h€-e his selection of a Contractor exclusively on the base bid presented, or on the combination of base bid and acceptance of any substitutions or separate bids. 0 E. Approved E uals: if bidders wish to submit any item for equal to that specified, such submission shall be made in writine to Architect not later than 0 days after r on r t, and shall be accompanise by samples camp • scr ut on and list of lxai In- stallations. INSTRUCTIONS TO BIDDERS - 3 • FIRM NAME ADDRESS TELEPHONE • i FORM OF PROPOSAL CORONA DEL MAR STATE AND CITY BEACH PARK ARCW TECTS: WILLIAM E. BLUROCK & ASSOCIATES 1550 Bayside Drive Corona del Mar DATE& , 1965 (One to be filled in and submitted as the bid, the other for your files) FORM OF PROPOSAL = 1 ;0. • :y 'of Mewport Beach,. CzAifornla carefully read and allzw,!ne,� dr-aw;nss and spec`��R'c.at;ans, an6 having .s?wid the con-l'Cr•r -tnder wWch the WCH, to :)e pz� "' h'Draby agrees t 0 gfP;Y�.0, all of ti -e lab-11, and rfiatpri ". fo- 0--a GEN�A-It.t- we, , 7j-F Ul ! 01r,611A DI: CM BEACH Cff.-SNG AND -M;0 E1 Ai' i i':! ME; fi�fl on below foir lie s m; i:he entij --e '.dork 0 d �14CLUDING •�LL WORK SHOWN ON W.V. DRA.Iqi�N-S ADDITIVE SEPARATE BIDS, nm , u V ED 'D orber V-elotad work", a�. Pdd?tive se-parate pr'co- fol-I �I! n4 m g and i nes. ta at,? On C& cfcnr.C. nc I ue ; ng n,-c ass a ry p ! umr-- C-'o 'C ,-.dEcated,, 0 "t ;'uq'L?1 red ffc?l- ;1s �-EJ end as f.�nd-c,:iPcd: S'--'ryll"PATE B':D sF3: 3tati 'i: ?i additive separate pr-c.e fw' al', zm-'i fo:- 'u-.-nTsT-i1n4 -d paving and curbs, corcrete pavirg ane n. --4 t c i i 2 n'-'z '-n4. ot-bc-r a-ed' work as Indico":e& A • rl!D 44- sta�-Ic- the additive serjaeate pr1c"A for Iab�,r anci er, a 'T�ed 1*o�' darTx';7T-tT-0n--0f ex;i-Ing -011 z: c,,u ... b., c-,nd. Pelat —`d work as ?nd'icated. FORM OF PROPOSAL 2 SEPARATE BID #E5: State the difference in price, whether add'W ve or • deduct ive w ich would be applicable if the flat type— sk —yTTg ti v"4Cre sum t tuted a`or the double pitch skylight type shor=n, 0 0 TSB ate�+ -f1iW a or a uct MC$ FORM OF PROPOSAL _. 3 • The Contractor agrees to for the Bake Bide l the oTferetir by die fonts °actor• ing sums will be added or • 0 SUBS 1 . fU7°f 0M Furnish the work as shown and as Owner elects to accept subst�tzsE:� is for items spec s #led or sho,:rr, th- deducted from the Base Bid as t ADD 6 rPJU 4 i• Recaipi_ of � :he Following addenda to t he Contract Documar °:ts "r s ackrzolvl od-11 -d- Ad&::4dum t4C i, Da tE Add8nduni Cioo Dt�te Addendum No., Date Aedapdum No,, ___Date_ FORM OF PROPOSAL 4 0 C, J The undersigned further agrees that In case of defztul< ea.:cuti:1g the required contract with necessary bands with -.. ten (10) clays after having received notice that the for signature, the proceeds of the check or bond hid shall become the property of the City of Licensed in accordance rs'ath the Statutes of the S�ZA:c Callfornle providing for the registration of Cont,- acY:T;, The undersigned has checked carefully all of the and unders tagds that the City will not be responsible fu- iw, r... " € r OWS31*ns un the part of the undE rs 'gned in ri-wking iii} this 911, Acroriipanying this proposal is a i sM My •:. �. - ..... +...- R Check or Bond) in an amount not less -than ton per cent (10%) of the E:a e? b-:d t "tone `l0 :. w- m � `_ si$Kr,€..y..,ftame w _........._ �_ `WUtTi0rTzz'ed7§"1 gnature _._...._...- YP07.0 rgaa za7t on.......__..._M,..��A._. (:individual, Corporation, Cr•po -, o;-ship list leak =r nairas of President „ Secretary, Treasua -er° ant? if a> Go`ipo;"Itllon and names of all copartne -s if- a i:D,par'i:.t-o— ;N p FORDS OF PROPOSAi. • 5 FIRM NAME ADDRESS TELEPHONE 0 0 FORM OF PROPOSAL CORONA DEL MAR STATE AND CITY BEACH PARK ARCHITECTS: WOLLIAM E. BLUROCK & ASSOCIATES 1550 Beyside Drive Carona del Mar DATE: , 1965 (One to be filled in and submitted as the bid, the other for your files) FORM OF PROPOSAL m l TO: Poonc ate la C; ty COuric I I . City of mewport Beach, W ifornia • • s'cr anders?g;ted, after ha%#'It v. carefully reed and examIned the d'2�tails, drevrings and spec 1F9- ati€sns, and Having e;,,arnined t;is I::'arnises ^.-d the condittons Under which tho work is to L)e p ^r- rmad,, h- srebv agrees to all of the labor and materi„ = ::.,. a:9sary fd� the GEM i:Ai. � W2S3RUCT ?Ot3 work of the C€RION1 DU S...:TE ANO UTY BEACH Wul, g:,ite:iSIWG AND T€l,LET FACILiJiIES, Co, ." ;�Iar,: 'CaliTornia, cootud rare below for `che sum= zhera indic. . a', 'Flereny agrees to C:IIr.P.s3'i'r ''.t: 'the tntlre "..tark wi'di? 9 130 cc I - d$�Ys„ Br..E BID; PH%^LUD:)F!G ?,L". 'a. "R.: SHOwN ON W;P DRAW NG AIND DETA ; S r`'. ,y- T(<Y.i, S?ECIF'ED, >c'r ":`` ^G ADDITIVE SEPARATE BIDS, S PRA:''E B=D fl: State si,�a additive separate price for air m:ateria 5 re• uirEd for f':1:7?a riYng and Ingtn1liation of concret:::= pass:::;_: plon ers G,:d r_irinktng fourita!n including necessary plumbing, alectrica' or.har reiateda spork, ac indlcated, Js`:d -RATE t;!D #?: Stc'�.t' -' the il_C %�s�iHc3 +iG'p214�c� ?�B�i fcJ' all iz ^,'';'}v `y, <; red for iAr�r0^s "5eng and installatdiote of cart:aira roof tees and associated curamns:, as Fnd1r:ated: ACRD S E ?ARATE _ ii iD ; 3: State the additive separate pr i ci: for ::I ➢ labor materials squired for f'.).rt�)sT 5g­end InstaIllatlron at ccr -lai �r,,iGa''s:TF paving and Ctb':'b7,, asphalt' concrete paving and pil.ciiinq and II hei- r• :laated ; =;orlc as inciiGa::eebo ,�4: State the adOWve separate rlce for nUl l�c4rs° v d mu %e. aafs aq_u'fred ,For dars7oTl ion —of --xistin9 to11.rat bvildioS :�,,? : concrate curb, and related lrork as indicated. ADS FORM OF PROPOSAL - 2 SEPARATE DID #5: State the difference in price, whether additive or • e uctove —w-F c'h would be applicable if the flat type s y g t were sust'stuted for the double pitch skylight type shown, 0 n State whetheF add or deduct) ($ FORM OF PROPOSAL m 3 • The Contractor agrees to furnish the cork as shcmin and as st�c „S.�trr,” for the Base Bid. If the Owner elects to accept subs_tT_tu+ Non: U?e—r�by`ItW-e-Tontractor for items specified or shown, t €-:efo ??r::: ing sums will be adders or deduceed from the Base Bid as Indicat�e,� SUBSTiTUTiON ADD DEDUCT Ll T Bec 1pt of the • of lowing addenda to the Contract Documents ks acxnowledgad- Add nd>um Wo Date Addondurn Mo. Date Addendum Flo. Date Addzndum No. Date rOFU4 OF PROPOSAL - 4 The undersigned further agrees that In case of deaauit is • executing the required contract with necessary bonds within ten (10) days after having received notice that the conger =: Is for signature, the proceeds of the check or bond accompanying bid shall become the property of the City of Newport Licensed in accordance with the Statutes of the State of California providing for tho registration of Contractors. €fczaaLc NO The undersigned has chocked carefully all of the above fiaur�:- and understands that the City will not be responsible f;s:- «sib # v or omissions on the part of the undersigned In making up this paid: Accompanying this proposal is as , ert ee hec&, ,she;` 5 Check or Bond) In an amount not less than ten per cent (10%) of the total Mid price, o—Ma tiff , i • 'Seal a 0 d " ula t�inrF Segr3°' atuf -e ('individual, Corporation, Copartnership) List blow nemoes of President, Secretary„ Treasurer and Managor € fF a cor o z i on, and nPres of all copartners if a copar Uaersth i ;�,u FORM OF PROPOSAL 5 • KNOW ALL MEN That ve and firmly bound sum of I awfu i money BRDDER'S BOND TO ACCOMPANY PROPOSAL. BY THESE PRESENTS, as Principal_, as Surety, are hold and unto the CITY of NEWPORT BEACH, CALIFORFIaA, In the — .— Doi lars (� }= of the United States for the payar&nt of whicfa skin, wel i and t;ruiy to be made, we bind ourseives, Jointly ai4d firmly by these presents, THE CON€3iTIOM OF THE FOREGOING OBLtGATRON IS SUCH, That if the proposal of the above bounden, principal for Vha construction of in the City of Newport e— eca., is accepced y Me Ly ounc! 01 said City, and if the above bounden principal shall duly c-nter in o and execute a contract for such construction and shall ex(zc:,te and deriver the t -..o (2) bonds described in the "No-iIce ;nviL'ing 57&;. : within Beira (10) hays (not. including Sunday) from the date of tears • milling of a notice to the above bounden principal by and C i ty of it =wpor•t Beach that sa 1 ri cont ac t 1 s ready for -r'p; U i Oil, then this obligation shall becrmo null and void; therr rcre" w,se It be zrid remain in full forts deed effect, and LFae ano ;a:z specifi d herein shall be forfeited to the said City_ IN `rlTNESS WHEREOF, taW hereunto set our h3nds and seal's ':i ?is 196 Two Witnesses; (if individual) PrPrisac i peat i Atzcst (if carporation; T €tie Corporate Seal A test Tide _�_. Title urezv By Titl Page L of I • BWDERIS STATEMENT OF FINANCIAL RESPQNSIB UTY TECiAMCAL ABW7Y AND EXPERIENCE (The bidder is required to state: what work of a similar character ` to that included in the proposed contract he has successa=uully performed and give reference which tai l l enable the Ci ty Cou .-i 1 to judge of Ws responsibility, experience, skill and business standing,.) The undersigned submits herewith a statement of his financia' responsibility. The undersigned submits below a statement of the work of a similar character to that included in the proposed contract which he has successfuP y performed. 0 S i gned • Pace i o NON COLLUSION AFFIDAVIT L The bidders, by its officers and agents or representatives presant at the time of filing this bid, being duly sworn on their oatkis say, that neither they nor any of them, have in any way, directly or indirectly, entered into any ar•rar.,_rsent or agreement with zm, .' other bi d,de r, or with any public officer of such CITY OE NEWPORT BEACH whereby such affiant or affiants ar either of then, has paid or is to pay to such bidder or public officer any SCSI of money, or ka, given or is to give to such other bidder or public officer anything of value whatever, or such affiant or affiants or ether of theca has not directly or indirectly entered into any arrangement or agreement with any other bidder or bidders, which tands to or does lessen or destroy free competition in the letting of the contract sought for by the attached bids, that no inducement of any form or character other than that which appears upon the face of the bad will be suggested, offered, paid or delivered to any person whomsoever to influence the acceptance of the said bid or at-,yarding of the contract, nor has this bidder any agreement or understanding of any Mod whatsoever, with any person whomsoever to pity, deliver to, or share with any other person in any way or canner, any of the proceeds of the contracts sought by this bid, • Subscribed and smaorn to before me by this __. day of 196 My Commi sr i on expires • Notary Pubf-lc F�aae 1 of 1 DESIGNATION OF SUB - CONTRACTORS The undersigned certifies tint he has used the sub -bids of the following listed contractors it 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 t,'-.e applicable provisions of the Specifications,. No change may be ride in these sub - contractors except upon the prior approval of the City Council of the City of Newport peach,, 3, 3 4 5 6 3, 9e lGo ll, i2, SECT90N SUB-CONTRACTOR'S NAME AND ADDRESS Page 1 of 2 0 • SECTION SUB-CONTRACTOR'S NAME AND AODRESS 14 15 i6,, 17 18 19 200 21 23 24. T u- -tf vTIVzed S'sgnature ype o Organizat Ion a (individual, Co- partnership or wd ress Page 2 of C 0C O N T R R A C T THIS AGREEMENT, Evade and entered Into this �— day of _ - 196__, b,, and between the CITY OF NEWPORT BEACH, California, here'inaf'ter designated as the City, party of the first part, and hereinafter designated as the Contractor, party of the second pa - WITNESSETHz That the parties hereto do mutually agree as- follows, 1, For and in consideration of the payments and agreements hereinafter mentioned to be rude and performed by the City; the Contracto•- agrees with the City to furnish all materials and labor for the construction of CORONA OFL >A€i STATE AND CITY BEACH PARK. DRESSING AND TO11LET fACMITEES and to perform and complete in a good and workmanlike manner all the work pertaining thereto shorn on the Plans and Spec lficatioi)s thi!re- for, to furnish at his own proper cost and expense all tools, ec.uip- ment, labor and materials necessary therefor, (e.:cept such materi pis, • if any, as 'iii the said specifications are stipulated to be furnisfhe by others), and to do everything required by this Agreement and tliz . said flans and Specifications. s, For furnishing all said materials and labor, tools and equipment, and doing all th- work contemplated and embraced in this ;agreement-, also for all loss and damage arising out of the nature of the work aforesaid, or from the action of the elements, or r'rci: any unforeseen difficulties which may arise or be encoui� Bred in the prosecution of the v,. rk until its acceptance by the City, and nor all risks of every description connected with the work, a?sc-, for all e,parises incurred by or in consequence of the suspension cap° discontinuance o.� work, except such as in said specifications are expressly stipulated to be borne by the City; and for well an(, .=e:`r`,- fully completing the work and the whole thereof, in the manr,-vs and described in the said Plans and Specifications, the City wil< ;pay and the C�;.t.ractor shall receive in full compensation o-her:--for the lump slim ;price, or if the bid is on the unit price basis. trF total price for the several items furnished pursuant to the cations, no!ited in the Bidding Sheet of the Proposal, as the cerise c�,: % be� 3. The City hereby promises and agrees with thi said n ..-iTn re .^. ^. ° to nrovice th - t vr.•t .y_ cnr! ::s s h r by e�rploy the said Cnntraca:,r ,. ira:er:a?:3 :i'd 'o do the ojork according to the terms and conditiorts herein cQn.t..aincd and raferred to for the price aforesaid, ai • con'tracn `'t.} dc's the samr- �!t the time, in th-a mangier and, Page 1 o 2 conditions set forth in the Specifications; and the said parties for thei;sselv.as, thus- heirs, executors administrators, successors • and assigns, -do hereby agree to the full performance of the covenants herein con6ined. 4. She notice to Bidders, Instructions to Bidders, Cr�r,ts :or Proposal, and the Plans and Specifications; and all amendments thereof, when approved by the parties hereto, or when required b3, the City in accordance with the provisions of the Flans or Spec`sfi- cations, copies of which are attached hereto, are hereby incorporated in and made part of this Agreement. IN WfTNESS WHEREOF, ".he Parties hereto have caused this con- tract to be executed the day and year first above written, CITY OF NEWPORT BEACH, CALIFOiiMA BY Miayo� ATTEST: • CQt'`-y c %rk 'Co-6t • Approved as to form: Title By s t` Y Tt U n ,� a t e Page 2 of 2 LABOR AND MATEROAL BORE • KNOW ALL MEN BY THESE PRESENTS, That WHEREAS, the City Council of the City of Newport Beach, of California, by Motion adopted has awarded to Hereinafter designated as the "Principal ", a contract for d� _•._._.._ m tne Salty oT ne,,.jport ueach, on strict conrormit} »frn po and Specifications and other contract documents on file in the oi'fic, of the City Cleric. WHEREAS, said Principal is required to furnish bond in conrt-c- tion with said contract, prodding that if said Principal or any of '.:i or its subcontractors, shall fall to pay for any material;, Px °k�* isici: provender or other supplies or teams used in, upon, for or abow: 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 t,ve same to the extent bereiinafter set forth; NOW, THEREFORE, We as Principal, hereinafter designated as the Contractor and as Surety, are held firmly bonne unto the City of Mewport Eeae:F., in the sum of _ _ _. ._� - Dollars said sum being one —half of the estimated amount payabla by the City of Newport B ,•ach cider the terms of the contract, for which p r ,iz ;c? and truly to be made we 'bind ourselves, our heirs, executors a-red ad- ministrators., successors or assigns, jointly and set'erar'y; these presents, T`'HE CORDIT90N OF TH9S OBLIGAT9OH 9S SUCH, that if the person or 44?s sub cot-it ractors, fall to pay for any materials, provisions, pro=,'i :r :da,• or other supplies, or taems, used €a, upon, for or about Cl e of the work contracted to ba done, or for any other mssF or laLor thereon of anv kind, or far amounts due under the Unemployment Cede with respect to such work cr labor, that the Surety or viii pny leer the sane, in an amount not exceeding t.ha seem spoc. i the bicnv i. and also, in case suit is brought upon the bond, attorn3y``F, fet?. to be fixed by the Court, as required b • 0- 42010 of the Govcrnmant Code or the State of Page i of 2 This bond shall inure to the benefit of any and all personas, companies and corporations entitled to pile claims under Section 1192.1 of the Code of Civil Procedure so as to give a right of action to wsei-ii or their assigns In any suit brought upon this bond, as required by .4 ha Provisions of Section 4205 of the Government Coda of the State of California. And the said Surety, for value receive =d,; they ~eby stipulates and �+ . that no change.. extmnsien of time, alterations or additions to the terns of the contract or to the work to be pet-formed thereunder or the specif; cations accompe aging the same shall in any arise a -fart Its obligations on this bond, and it does hereby naive notice of 8ny such change, extension of timo, alteraticx.s or additions to the of the contractor or to the work or to the specifications. IN WITNESS WHEREOF, this €nstrument has been duly es,acuted by the Principai and Surety above named. on the � —day of 196 Approved as to form; --(Seal ) ® (Seal) �. iS231) oniraeicsr ._..­( Sea I 1 {Seal) 4��� -� SUrE'aji This bond wis approved by the City Council of the City of tley:port Beach by rant i on oea Attest: Pagc 2 of 2 PERi=OR44ANCE BOND • KNOB! ALL i#EN BY THESE RRESENTS THA'P, WHEREAS, the City Counc# 1 of Newport Beach, State of Car #fos'r l.. ' by Motion adopted has awarded to in tie` w ty or ewpott Gear , rs str ct cons orm ty va i.?e r�a:i`M.�5 and Specifications and other contract documents now on f #Is In Lh office of the City Clerk of the City of Hawport Beach. W4EREAS, said Principal is required under the terms of ;air.' contract to furnish a bond for the faithful performance of Pair= contract, NOW, THEREFORE, we, As Pr#ncipol, hereinafter designated as the "Contractor" inn as i3 r2i are Fla —and —f 3rtfiR nTy 13oun Unto the City of O4:1l3oi in the sual of Dollars e$ sold suni being e'"equaT god ""of EFe ast mate mount of the to be paid to the said City or its certain attorney, its suwce:s3c ;' . and assigns; for which payment.. wall and truly to be made, we bin6 virsolves, oi- heirs, executors and admin#strators, successors cr assigns, joirttly and severally, firmly by these presents. THE C0031`1011 OF TH # S OGL C GA i a ON IS SUCH, that If the above boundle. Principal, his or its heirs, executors, administrators, succos%or s or assigns, shall in all things stand to and abide by, and wel? :;,tit truly tcec3p and perform the covenants, conditions and agree- mants> In the said contact -ind any alteration thereof made as therein ps'ovidssd on his or their- part, to be kept and performed at the time anij in the manner therein specified, and in all respects according to the; t:ua intent and rneaning, and shall inderrn #fy and save harmless the Cityr of Ria-wport € eal. @;, Its office's and agents, as therein stipulz;ted -, .4 herl this obligation shall become null and void; otherwise it ;:.l In full sorce and virtue. And s_h,- said Surety, for value received, hereby s =i,palwty; and agrea5 that no change, extenslon of time, alteration or u'dditson to the t ; m_, of the contract or to the work to be performed s ,Et;r a nee oi- '-th0 F"ccolTl[7e,nyinj the safae shall in any wir.'..<: its oblita'-6 is on this bond, and it does heraby vfa;v£ 0 Page 4 of 2 change, entenssnn of time; alteration or addition to the tarms • of tLe contract or to the vmrk or to the specifications. IN WITNESS WHEREOF, this instrument has been duly by the Principal and Surety above named, on the day of , 196 Approver!, as to form: C Fj fa —t tC r�'-O: `..._.._�...._..- ...a.....sw ir1 L� (Sea 11. ac.+m�rw..�x on.crac t ©r ••w,•`w.••,• L -- —,,- -(Seal s $ear @t'�' Page 2 of 2 0 0 GENERAL CONDITIONS ART, 1, STANDARD SPECIE &ATEONS: & The "Standard Specifications for the Construction of Public Works" of the City of Newport Beach shall Werec as the General Conditions of this Contract, Thes3 "Standard Specifications" will be modified as follows, (1) Only Sections 1 through 9 will be applicable to this Contract. (2) Modified as.specified In the Special Provisions. B.. Tease " Standard Specifications" are a part of the Contract Documents Bidders may obtain conies at the Department of Public Works, City of Newport Beach, GENERAL CON00001S Page I of I I* SP£C9AL PROVIS3ONS ART i � GENERA? NOTES: A� These Special Provisions presuppose the use of the Genera' Conditions ( "Standard Specifications") and are to ss;pple- menu or amend those General Conditions as the case may be, B„ Wherever other portions of the Specifications refer to "Special Conditions" such reference shall be Interpreted as meaning these "Special Provisions." A T� 2. ENGINEER (See " Standard Specifications ", Section 1-06Y. V 'Aher©ver the "Standard Specifications" refer to "cage.. or "; such reference Ghall apply equally to the Architect that the Architect shall not have the authority to order alterations, extra work or Force Account Work unless snzia work has baes authorized In bruiting by the Director of Public 'forks or the City Council as elsewhere specified AR; 3 > TRADE WANES AND AI_TE RNAT 8 VES (See " Standard Spec; i f- i ca Section 6,03): A„ if substitutions of material or methods of equal marl'. r• offered in the Foam of Proposal, they will be cans i eierad, and should the Owme ;- wish to accept any of the saki stitut€ons, arrangeiYvents will be made for the change be.7o entering into the contract. B� 8f no substitutions are offered at the time the bidF, are sub!- itt( -& then no substitutions or deviat9ons from the materials' or w- MM- 37sr'specln•°ecc� 7, Se ­­a! owe u€r ess -- proved as cquIll to t ore spec e€ �`- C„ if bidders wish to »u€ami't any item for approval zs 'p that speeif€ecl, st,ci� subm€sslon snail be raadm in w:-aa.bn to Ma Arci iLett not later deans $0 da s after award of con... tract, and ,hall -1—oc�iT installa'tion3,, 'tcis udiieh are not Q,"i1 Su f ?tted receive no consideration for approval, 0, All bic€drrs to byiiem mans and specifications hav�3 hoeen Is- sued will be informne of all i tests v!hich hav b� ;•cr, ?l ;,?r� s: ^c: an equal to those specified prior to the i5id ci..te� by tho issuance of en add- ;ndum, F Cldders ,teali note that "approved equal" shali maan "a >, approv; cd In t%,ritinq by the Architect" at -.he di crekko7 Of the Architect and EnOnear. - - - SPECIAL PROVISIONS 4 I Fe As stated above, submittals for approval as equal to t`in.•n specified. will be given consideration for 30 days after award of contract but contractors are strongly to make such submittals prior to the Bid Date in to prevent any di- agreements or mistnterpretationso A.RT� 4 PERWITS AND l ICEWS�S (See "Standard Specifications ", Section 7 -08): A. Building and demolition Perml t Fee 1.,111 be waived, PIunl- - ing and Electrical Permit Fees shall be paid by Conti-al.cor� ART Se Did1S00N OF THE SPEClF1CAMMS: Am For convenience, these specifications are arrangae. in several divisions, but such separation shall not ' Col-,4" siilered as the I ;mzts of the Bork required for any contract or trade. The terms and conditions or su--h limitations are wholly between the Contractor and his subcontractors, and the Owner and Architect will not; b: responsible for any division of work by subcontractors.. Unless otherwise provided, the Contractor shall be responsible for all. subcontract arrangements of work regardless of the location of provisions in the specifir.;a tionsa ART, 6. O€WHANCES AND COM • A, Constructioa and materials small be equal to that re..caired by the follokpsing emumants, latest edition of each amended to date., as though they were an integral part of this specification., (1) All codes and ordinances of the City of VnNpc.°t Sri; M -tich are app? icable t:o the proposed construction. (2) The Rules and Regulations of the California State 1. dustrial Accident Comm;sslona (3) The Hationai ElectHc Code., (la) The Reties and Regulations of the Board of sUnder:r1tec of the Pacific. ART, 7e RECORD DRAVI'pN6S: 0 A The Contractor shall provida and keep up- to -daxM� a. co pleta as-built set of blue line prints, A-0ch small b ed daily to show every change from the original dralfinos and speeif'seatie-tas4 i'e•ints er this purpose may ua ctt•uin�:" at no charge; at t € ;e ?architects Office, Upon crralstic.n of the :ark this -set of record drawins be 61.1 to the Avchi€ectlr office, SPECIAL PROVISIONS - 2 ART. 8. G UAII t 9, si" GP S; A In addition to specific guarantees provldad for In separate sectlonss of the specifications,, the Contr&w_i-c: shall guaranties ali workmaznshlp and materials to 6(_ free from defect for a period of one year frown: tha elate of acceptance of the work by the Omer. Bu All guarantees required by the specifications Shall t:w in writing In 4,1he Forma of Guarantee as bond her:lr< and shall be doilvered before final paymne.: is made, one copy to Arch sect, one copy to Owner. Add to the standard Form of Guarantee any special provisions required in the separate sections of the specifications, ART, 9. BEGINNING OF WORK (See "Standard Specifications ", Section 8 -03) 0 • A. The Contractor shall begin work within five days after receiving notice that the contract has Ueen executed by the City, SPECIAL PROVISOONS - 3 0 FORM OF GUARANTEE When reyui °ed by the specii'r3tions, written guarantees shall be in the `corm of the folio -wing Guarantee, on the Subcontrac :;C*r's Contractorls, or Materials Supplier's own letterhead: "GUARANTEE FOR We hereby guarantee that which tie have installed in have been done in accordance with the drawings and spec- Ffications and that the work as Installed will fulfill the requireti;l- -ants included in the specifications. We agree to repair or repiace any or all of our work, together with any other adjacent work which may be displaced by so doing, that may prove to b,• deftc- tiva in its workmanship or rrateriai within a period of years fro,ce date of acceptance of the above- mentiosied st uCta;a'e�by Owner, ordinary wear and tear and unusual abuse o," raoglec2 In the event of our failure to comply with the above- man r =zoned conditions within a reasonable period of time, as det,rmF ned by the Owner, after being notified in writing by the Owner, we, Collectively o separately, do hereby authorize the Owner to proceed to have said defects repaired and made good at oor expense, and we will honor and pay the costs and charcps thial- `nor upon demand, Signed �,SU�;COn;raet06" Or enEB "al� Gfs'aCi�b`,'•.' Countersigned {Genera r.Oni�_° 'C3CtOF^ `P OE' $L i'a,'27Pa ° ^P >f: Local Rep,'esentative to be contacted for service: Play«$: Add res Phv.na Nino as FORM OF GUARANTEE - 1 • 0 • SECTION IA TEMPORARY FAC1LOV ES See General arcs Special Conditions. ART„ 1. SCOPE A. Provide such facillt6es and services as are spee.if's:-d°.::� required. Remove temporary facilities upon prof €cis an -. pletion. ART, 2 � TEMPORARY UT? L i TY SERV O CES A, All water and electric power used on the work will be paid for by the Owner. Contractor shot) furnish necessary tetr,porary piping, aviring and equipment to provide :eq or = ary utility services. Upon completion of the wor!f Cone c.. for shall remove all temporary equipment. ART 3. SCAFFOLOlNG Ao Furnish and Install all temporary construction, scap5=o:c; Ing, ladders, runways, etc., as required. Comply with ll laws, ordinances, rules and regulations governing the construction and use of same„ ART, 4� EARRP. CARES A,. Furnish or construct any barricades, lights or other quards about the cork area Flinch may be required for puhllc szof- -ty� ART 5., STORAGE OF HATERbALS A Provide the necessary Sheds and enclosures for stora,tt of materials and equipment. 1A 1 SECTION iB TESTONG LABORATORY SER0ICES • See Gener,ai and Special Conditions. ART, 1. T£STONG LABORATORY SERYQCES A, General: When testing, inspection, or v� cl' es are require, by Codes or herein in the opinion, of ,architect or Owner, of any work or materials is required, be performed by a laboratory selected advice of Architect. other related war- specified, or when, testing OF KIVOONOD such services sh :} by Owner, vpo: B. Paayman't: Unless otherwise specified, testing laboratory services will be paid by Owner, C. Samples: Contractor shall furnish, without additional cost to Oder, such samples as are specified or required for proper conduct of the work, O� Reports: Testing laboratory will pick up, care for and vane a required tests and report tests In writing simul- taneously to Owner, Architect and Structural Engineer (l copy each), E. Payment by Contractor: Contractor shalt pay all casts for testing, inspe`c Uon, or other related services if • required because of one or more of the following reasonst (l) Retesting because of failure of initial samples, (2) improper scheduling of work by Contractor or 035- tional costs due to overtime work, f3) Failure to properly notify laboratory, (4) Changes in sour'vas, lot's or suppliers of wateriola a; ;r original tests. (5) Improper scheduling of delivery of materiais by Contractor. (6) Changes in methods or materials of constructi©a requested by Contractor that require testing, inspection, or other related services in excess of that required by original design, (7) Concrete mix designs in excess of first succes^ful design for each concrete type. r31 Tests or retesting elsewhere specified as the responsibility of Contractor. • F. Test Lists: For approximate listing of tests to be performed i°;: e to ppl'acable sections of specifications and to "Test List" furnished to Contractor after award of contract, 1B - 11 SECTION 2A • EARTh'WORK See General and Spectal'Conditions ARTS 1, SCOPE A� Perform earthwork as indicated and specified, compleie. Principal items of work include: (1) Subgrade preparation. (2) Excavation, (3) Placement of fill and backfill. ART, 2, SUBGRADE PREPARA710N A. Scarify areas covered by new concrete slabs and asphaltic: concrete paving to a depth of at least six (6) inches, Bring soil to optimum moisture content and compact with sheepsfoot roller until Subgrade reaches 9T comapactlon as determined by the modified AASNO method. • ARTS 30 FILLIING A, All fill under concrete slabs may be made with excavated material. Material shall be primarily granular in nature, similar to sand, Any imported material shall be sand, The material shall be compacted to the same density as specified for subgrade, by rolling to the specified density. Remaining fill required for the site may be made with excavated sand. ART. 4, STRUCTURAL EXCAVATWN C� A. All excavation shall be of proper size to permit the installation and removal of forms, unless specificaliy noted otherwise on the drawings, All excavations =_hell be kept free of star-ding water at all times. Sides of bearing footings shall be formed. ART, So SAUF °LLiNG ExcavaL uns shall be cleared of all form ium;ber of de' bris of any kind before backfilling Is started, Bach - W! shall be thoroughly compacted by hand or mechani- cal tampPr9, 2A - i • • AR"s> a. F8l - §SH GRADING A, Grading shall consist of leveling the site and such cuts or sills as may be required to bring the ground surface to the'spot elevations or finish. vo tours shown, with a maximum tolerance of 0,10 font 1n the absence of more specific grading lnformatio,,, the ground shall slope away from the building for a minimum distance of 10 feet, at a minimum slope of r per cent. Trenches and other drainage floe Tines shag slope uniformly to avoid standing water, ART, 7. EXCESS OR UNSW TABLE MATERIAL A, Remove all excess or unsuitable material from the sTve. Leave the site clean, properly graded and free of anl+ debris, 2A - 2 SECTION 26 • ASPHALTIC CONCRETE PAVING See General and Special Conditions. ART, la SCOPE A. Furnish and install asphaltic concrete paving as speci fled and as shown, complete. ART. 2. MATERIALS AND APPLICATION & Redwood Headers: 2" x 4" foundation grade heart redwood,. Install a ong edges of A.C. paving excet where curbs occur. Fasten in place by 2" x 4" by 19" long redwood stakes spaced at not to exceed 4iim0 ", Bo Weed Killer:After grading or cutting and prior to placing of crushed rock base course treat all bases to receive asphaltic concrete with "Borescu" applied at 5 to 10 lbs. ger 100 sq. ft., or "Polybor Chlorate" applied at 2 to -s lbs, per 100 sqo ft, in accordance with manufacturer`s instructions, Take extreme precaution to confine the weed poison to the area to be covered by asphaltic concrete, and provide all necessary protection to prevent _gnjury or damage to life or property. • C,q Rase Course: S" thick rock base conforming to Division of Ei g ways Specifications for Class 2 aggregate base,. 0 D. Prime Coat: MC -1 oil prime coat at rate of approximately 1 55gaga' -con per square yard, E. Surface Course: Division of Highways Type "B ", 3/4" manimum aggregate, "Fine" grading, 2" thick when rclied, 85-100 penetration type asphalt, F. Cora action Rolling: gnitial rolling not less than 12 'ton tandem roller; final rolling, not less than 8 ton tandem roller. Go vlorkmanshi a When completed the surface shalt be compact, AS& ana in no place varied more than 3/8" from a 10 W, straight edge and shall completely drain of water without puddling, All work shall comply with requirements of Section 12, City of Newport Beach "Standard Specifications "„ No seal coat required. Perform patching work indicated and required, to standards specified for new paving, 26 - 1 SECTION 2C CLEARING AND DEMOLITION See General and Special Conditions ART, 1, SCOPE A. Perform clearing and demolition work as indicated, speci- fled and as required for proper conduct of the work. Principal items of work include: (1) Clearing (2) Demolition ART, 2, CLEARING A. Clear rubbish, debris and the like from entire site before commencing work and during course of work, as necessary. ART, 3, DEMOLITION . A, Perform all demolition Indicated, specified or required to produce finished results indicated, All material re- moved shall become property of contractor. Material re- sulting from demolition shall be prompty taken from the sited 2C - i SECTION 3A . CONCRETE • See General and Special Conditions, ART, 1. SCOPE A, Furnish and install concrete work as indicated and specified, complete. Principal items of work include: (1) All .Food forms, forming, and shoring, (2) All structural and non-structural concrete e:.cv;+t as specified in other sections, (3) Placement and coordination of all bolts, plates, sleeves and other inserts. (4) Concrete columns (5) Concrete finishes, ARTo 2. TESTING LABORATORY SERVICES A Laboratory Selection and Payment as outlined in Section "Testing Laboratory Services ". (1) Testier: Perform following tests in strict ac.c�.%rd ante with provisions of current ASTM specifications and the ;5rr i form Su S 1 d i ng Code, a. Sample and Vest cement. (Mill tests acceptable) b. Sample and Test concrete aggregate as required. c. Test concrete cylinders and /or cores, Make following minimum tests: 1. Prestressed concrete: Test three cylinders rom each cu oc yards of concrete, or fraction thereof, placed each day. 2. Other concrete: Test two cylinders from each eu uc yar s of concrete, o: fraction tiseV, of, placed each day, d. Slump Tests: ASTM C143. Foundations and sira6l , reinforced concrete, 3" to 411. Slabs on c,jrade, 3" 10 �2 "e Lightweight concrete, 3" slump, 3A ° 1 �2j Mix Design; Design all concrete mixes as l4ted .under WEAK "Concrete Types ". ARTS 3. COMCRETE TYPES 11 A, Standard weight concrete o 2000 p.s.1. strength at 73 , Use for all concrete work not otherwise specified.. B. Lightweight concrete ° 3000 pbs.i. strength at 26 d8 ys Use for concrete columns. C. Lightweight Concrete e 4500 p.s.l. strength at 28 Nays. Use for prestressed concrete roof beams, ART, 4. MATERIALS V Do not change brand of cement or source of aggregate during course of work without prior written approval of Architect, Protect all concrete materials from contam;, tion of any kind, B. Portland Cement: All cement used in job -mixed concrete shall e pace in strong paper or jute bags with brand and manufacturer's name stamped ther ©on. Store cement; under cover and off ground. Remove immediately from si.tc any stored cement that becomes wet, shoves any signs of caking or deterioration of any kind, (l) General Use: ASTM 0150, Type 1. Use iota alkali type w� T D.6% alkali content per ASTM CT14 when aggregates are reactive or fall to pass soundness test. (2) High Early Strength: ASTM C150, Type 111., Use fo,r . all prestressea concrete, C. Conventions A re ate: Use for standard weight; concrete, Con o'- t ®- AS4 -C33. 0. L6 htwei ht Aqqregate fog 'recast tees: Conform to ASTM t3 1D EL O PRUOUCTS Ru geeT e , ROCKL!FE PRODUCTS CO., "Rocklite ", or SUSQUEMANNA - WESTERN "Crast$lte" E. Li�htw_eio_ht agar�.9gat.e for concrete columns: ROCKLd TE DUC PROTS CO u, ' Rocklite'. F. dater: Clean and free from deleterious amounts of a:iKs, aialis, salts or organic materials. 4., Admixture: Use of admixture must be approved by Archinct, 3A -- 2 ART 5, PROPORT,10141!NG OF MATERIAL A, (intent: tit is the intent of these specif6cat6ons td,) secure for every part of structure, workable. hoe g n eous concrete which, when hardened, will have caquir•-zdi resistance to weathering, and be of such strength thot standard test cylinders will have a min imurn u1Car�a'Y compressive strength at 28 days as scheduled in Art, 3 "Concrete Types." B ASrare_3tc� a P3- 0P0rt70115: Proportior amounts of o -pne and coarse aggregate with respect to each other and to cement content so that Concrete can be ,a laced tug? throut segregation and with a slump ©f not less than 5 istr.`teso • ProporLion cDnc.rete mix so that volurire of sand, w rh .r spec'l to toal aggregate measured separately shall noz be, 3A ., 3 H (-:,s ~r:: Materials: Forms for ex osed concrete: CS45, 3/1:" Bouglias ar structura plywood, exterior type DFPA "PUyform1° B -B, free of raised or separated veneers. (2) Forms for unex_Rooseed concrete: "Standard" Grade Douglas r-r contorm` g to liar, 120pC, WCLA Grading Rules No 15., V V E and S4S as required, 1, "iiguid CurIgg�Com�ound: ASni C309 Type 1„ approvs�d scn—n Tad Fd pr'�oeuct re— sin type, free of wax or o51, compatiL,Ie With subsequently applied finishes orcaverings, de`bver;�% In unopened labeled containers J� Concrete Curing Paper: ASTM 071, non - staining rein - oorce tie K. EEx aannsRon Joint Strip Material: �" asphalt saturated str- � bps full th Iccness o s1aS - Lo Pebble A re ate: Rounded ocean washed pebbles, approxi= inmate y available from CRYSTAL SOUICA CU4 -,?NY Los Angeles. Colors to match existing work, Mo Acld Stain: ROHLOFF & CO,, "nemlko" acid stain. cau2ae' to • matc` 9 Ling work, N. Surface - retardant Coate: SIKA CHEMICAL CORP., or orme concrete sur-aces, "Rugasol=C" for unfon,t_d surfaces. ART 5, PROPORT,10141!NG OF MATERIAL A, (intent: tit is the intent of these specif6cat6ons td,) secure for every part of structure, workable. hoe g n eous concrete which, when hardened, will have caquir•-zdi resistance to weathering, and be of such strength thot standard test cylinders will have a min imurn u1Car�a'Y compressive strength at 28 days as scheduled in Art, 3 "Concrete Types." B ASrare_3tc� a P3- 0P0rt70115: Proportior amounts of o -pne and coarse aggregate with respect to each other and to cement content so that Concrete can be ,a laced tug? throut segregation and with a slump ©f not less than 5 istr.`teso • ProporLion cDnc.rete mix so that volurire of sand, w rh .r spec'l to toal aggregate measured separately shall noz be, 3A ., 3 less than 30 percent, Maximum quanity OF trr_al a-19re- • ga�.e as measured separately before combining sha1D not exceed 6.50 cubic feet per sack of cement° C. Aqqregate Sizes: Maximum size of aggregate shall be ?" or slabs ess than 5" in thickness, and shall be Y -Y" for 6 inches or thicker walls, slabs thicker than footings and the like, providing proper placing of can be secured, Aggregate for pre - stressed tees s:c11 b• generally no larger than one inch, De Water- Cement Ratio: Amount of water per sack oil cement. including any moisture contained in aggregate, shall ncr exceed following: (1) 7,50 gals. for 2000 lbs> concrete, (2) 6,00 gals, for 3000 ibso concrete, E. Prestressed concrete: Washed natural sand in amount up to y vo ume of fines may be used in mix if resu1.4- ing concrete does not exceed an air dry weight of 110 pounds per cubic foot, F Exposed Awe ate Columns: Use only "Rocklite" ag—'re Bata and 10 mate ing ti t 4Ft e i ght fines. Grade aggregates 7; ; required to match existing exposed aggregate columns, • ART 6a TRAHSiT -MiXEO CONCRETE Ao Use transit -mixed concrete complying with this specifica- tion, (i) General: Equip transit mixers with automatic 6 --- vvi ces Tor recording number of revolutions of drum prior to the completion of mixing, water measuring device and an automatic time clock. (2) Measurement mixincLand deliver : Conform to re- quirements of - Stanndar Specs tcation for Ready - Mixed Concrete ASTM Design. C94 and as herein speci- fied. ao Deliver to work with 2 gallons of :gate,° per cubic yard withhelda ncorporate this water, in mix before concrete is discharged from mixer truck, but only under supervisiab�•of O,Arner`s representative. bo Mix transit - mixed concrete for a period o not less than 10 minutes, At least 3 rnirute,s o • mixing shall be done at job site, iq"edlately prior to discharging, 3A - 4 } °: ertificate: Deliver to representative of ArcWt -ec: • on work a certificate with each mixer truck statinc the quantity of cement, water, fine aggregate„ coarse aggregate and admixture contained in load„ 4) Do not use trarislt -mixed concrete if not placed In final position withln li hours after water is first added to batch. No retempering of concrete will be allowed. ART, 7. DEFECTIVE CONCRETE A, Should strength of test cylinders of any grade or' con- crete for any portion of project fall below minimum 28 days strength specified, Architect shall have mix adjusted so that resulting concrete will comply wst`'n minimum strentth requirements, Architect shall require core specimens to be taken and tested, at Contract.or's expense. )f core tests fall below minimum requirements, concrete in place will be deemed defective and shall be removed and replaced or strengthened In a manner ac= eptaLJ- to Architect, at Contractor "s expense, ART, 8, FORMS Ao General; Form all concrete except bottoms of grade beams • a'n� - farting and any other surface specifically Holed on drawings not to be formed, If so approved by Architect and if natural soil or compacted fill can be accurately cut and maintained and concrete coverage Is increased P in thickness at each earth contact surface, foundations may be poured against earth without forming. Grade beams must be formed, is 8, Workmanship: Make forms true to line and grade, of exact amensions as drawn, sufficiently tight to pr-event leakage of mortar, braced and tied to prevent any spread, ing and rigid enough to prevent sagging or displacement between supports. Do not use or install wood of any kind, either temporary or permanent, inside forms ox.cept for nailing blocks, bucks or other inserts specified, Co r -arms - Exposed Concrete: )ntent of these specifica- tions-is to secure sur aces which will be free of ridges, offsets In plane, or other obviously prominent form marks after grinding and /or patching and sacking. Four, exposed concrete in plywood forms, Use a plastic coating, designed for such use, on forms for concrete tee beans: u, F ^rms - Unexposed Concrete: Ali unexposed concrete may be cast In wooden forms, 3A - 5 ART, 9� RE- '!'FORCING STEEL A, Coordinate .Installation of reinforcing steeE bars F�,- vided under section "Reinforcing Steel ". Clean hies er tending through construction joints of concretie Incrustations are soft. ART'. W. PREPARATIION FOR CONCRETE PLACONG A. Debris: Remove foreign matter informs, and rigWiy cos— ports and opening left in form wDrko Be Reinforcement: Clean embedded metal of old mortar, oe s, m fi scale, and other incrustations or coatings that might reduce bond. Co Wetting of Board Fdrms: Soak Inside surface of forms with water a ore pour ng7 D, Inserts anchors etc „: Coordinate work with related tra esp Do not ,cite pipes in concrete except as detailed. Place conduits in concrete slabs with a min;� mum cover of 1j” above and below conduit, Locate accur- ately and secure In place all miscellaneous anchors, bolts, ties, dowels, plates, etc, before pouring Cleer? and free from any coating which would reduce the "sr bond, • ART, 1 1 ,• PLAC MG CONCREYE A� Supervision: Afford the representalve of Architect an opportunEty to check forms for accuracy, cleanliness, position of reinforcing, etc., before pour is started, B, CCoo�nveyinng and Placing: Handle concrete from mixer to p ai ce of deposamt as rapidly as practicable, by mathods which will prevent separation or loss of incredients� Under no circumstances deposit partially hardened concrete in forms, Deposit concrete in farms as nearly as possible to its final location, with surface always approximately horizontal, Spade and vibrate concrete in order to completely fill forms without segregat €on� Carry out concrete placing as a continuous opsra ton between predetermined construction joints, C, Comte actin Horl: concrete thoroughly at-ound reanforce- meat, embedded fixtures and into corners of orms during operation of placing and compact completely with tamping poles and by tapping form studs until con - crete is thoroughly compacted and without voeds, Deia6— mine number of tampers to be used by amount and mathod of placing concrete. When mechanical vibrators arW • used, ti,ey shall not replace all tampe s, €-era%ss care; to direct quick handling of vibrator from one position to another and, in no case, to over - vibrate concrete, 3A la • • ART° 120 A� CONSTRUCTION JOINTS General: Do not install any construction joints not indicated csi drawin9v without prior approval of the Architect, B. Vertical Joint:t: Form,, and key all vertical constc,.:ctio.; joints. ART. 13. CURI9NC FORMED CONCRETE A„ Keep. concrete, other than slabs, thoroughly ncitt£:.:sd for 10 days after pouring. ART 14. RE14OV I NG FORMS, A„ Exercise particular-care in removing forms from concrete surfaces, Do .riot remove form unless conc -r€ te will support its own weight together with addWonaP loads due to construction activities. 9n general and shores shall remain undisturbed for 2 day mirlmum, A:RT< l5, PATCHPNG AND F9Ni'SHING FORMED CONCRETE A, Removal of ties and spreaders: Do not leave exposed stes,y clamps, etc., in —concrete. B, Patching Concrete: Repair any damage 2i-.at results Fn a manner sag,is>_ tcry to Archotecto Remcvs all 'jTns from exposed concrete and do all patching imrss:xaciia's after stripping forms. C Grinding: (rind exposed concrete free of ridges, off- sets or other prominent marks, 6.. Sacking: Sackk, exposed exterior and inter'soc° :nc ttf u `eca s.. e;: _eat - walking surfaces, and oq-hT °o e:r.csed concrete specified for special finishes, ART, 16: S =LAR F:1NtlS PNG AND CURPHC A. hlorkmansh12: Make finish surfaces level or sloped "ts :tai a w1th a maximum devlatloo of IIW from a 10 -ft, strafght edged Refer to drawings for of following types of slab finish: 1 h jsG,.Wood float finish sur"a ae Lntori ,r._5 ! without acsditiona mortar, After surface : %.,c�`er disappears and surfaces is sufficiently steel trowel to a smooth dense surface, u.i:: -:; ha; l or mechancial means, ",roweling shall be amount krh f ch vii l 1 result °n rec i r en f h-i ,h and shall not be started unt- f concrete hz;e Ini-ie.ned suff'scier;tly to prevent excess fines being 1> :orked 3A - 7 to surface. After concrete has set enough to ring trowel, retrowel to a burnished impervious finish • free of trowel marks or other blemishes, For all concrete floor surfaces not otherwise specified, (2) Sidewalk Finish: Light steel trowel finish to result In un orm a rasive surface, (3) Broom Finish: Prepare same as normal slab finish. When ready, roughen surface with a light broomed finish B. Curing: Apply as soon as feasible after finishing opera- t5ns, without marring surfaces, and in any case on same day, (1) Cure slabs or steps to be covered with cement topping or which are to be color - stained, by covering with con- crete curing paper. Lay paper with as few joints as possible and lap all joints as least 3" and seal. Paper shall be laid as soon after finishing as possible. Lightly sprinkle slabs until curing paper is in place. (2) Cure other concrete slabs and exterior walks by q completely and uniformly sealing with a liquid curing compound applied in accordance with manufacturer's printed instructions. . ART, 17o GROUT8NG AND DRY PACK Ao Except in connection with masonry work provide grout con- sisting of a uniform mixture of one part cement to four parts of sand, Thoroughly puddle and rod to provide good bond. Be Install dry pack properly beneath all bearings of plates, columns, and like structural members, Dry pack shall be one part Portland Cement to four parts sand with only enough water added to form a ball, Ram all dry pack tight and solid with a stick or similar devices ART, 18, EXPOSED AGGREGATE COLUMNS Ao Coat forms for columns with "Rugasol -F" in strict accord- ance with manufacturer °s instructions, Perform work upon advice of manufacturer's trained representative. Apply coating and expose aggregate in a manner which will result In columns which will match existing work, ART, 19, ACOD STA(iN ON COLUMNS A. Apply two coats of specified acid stain to exposed aggregate concrete columns, in strict accordance with • manufacturer's instructions. Use proper color to make new columns match existing columns, 3A - 8 0 ART, M PEBBLE FOW SH PAVING STROPS A. Apply pebble finish to paving strips to match existing work. Float slab to a true even surface. Sprinkle with pebbles as required to match existing, Trowel sur- face until pebbles are buried. After setting one to three hours, broom surface with running water. Result- ing surface shall be composed primarily of exposed aggre- gate, projecting approximately 1/8 inch above surrounding concrete, 3A - 9 SECTION 3B PRE - TENSIONED BONDED PRESTRESSED CONCRETE BEAMS See General and Special Conditions, ART, to SCOPE A� Furnish and install prestressed concrete beams as indi- cated and specified, complete, Principal items of work include. (1) Pre - stressed concrete beams, (2) Furnishing, installation, stressing and anchoring of pre - tensioning strands. (3) Furnishing and placing of reinforcing steel. (4) Placement and coordination of all bolts, plates, dowels, sleeves and other inserts. (5) Lifting beams to final position. • ART, 2. GENERAL Ao Scope: The term "Pre- tensioned bonded prestressed con- crete" refers to concrete in which prestressed strands of wire are tensioned prior to placing concrete and re- leased after concrete has gained sufficient strength to retain prestressing force by bonds Bo Alternate Methods: When prestressing systems or details other tan s own on drawings are used, calculations by a Structural Engineer shall be submitted to Architect for approval. C. Experience Requirements: Prestressed concrete work shall be perform. by b a Contractor regularly engaged in such work, who can show satisfactory experience with similar projects, Submit evidence to this effect to the Archi- tect promptly after award of contracts ART, 3, SHOP DRAWBNGS AND DATA A. Shop Drawings: Submit two copies for checking and minimum four copies after corrections are made. Show complete details of prestressed members including arrangement of prestressing steel in members, methods of maintaining • strand alignment, details of anchoring devices, specifl- cations of materials to be used, strand schedule, and other related data. 3B - 1 B. Data: Submit for review, two copies of data concerning • aTT-construction operations, describing proposed methods of casting and prestressing, details of formwork, descrip- tion of equipment to be used, sequence of all operations and other pertinent related data. ART, 4. SAMPLES A. Furnish samples to testing laboratory for testing. Include an affidavit stating that samples submitted are taken from, and are representative of materials used in this project, (1) Strands: Furnish two strands from each ten tons of prestressing steel, minimum four strands from entire project. Include fittings attached at both ends. Length shall be 68 -0" or as otherwise required by testing laboratory. Wires used in making up sample.: strands shall be selected at random from wires to be used on project, Tag strands for Identification. ART, 5. TESTING LABORATORY SERVICES A, Laboratory selection, payment and reports in conformance with Section "Testing Laboratory Services". Provide following services: (1) Testing: Test strands in tension. ART. 6o PRESTRESSING STRANDS A, _Tye: Pretensioned type with bonded strands, ASTM A416, 3/8" high strength stress relieved 7 wire type having one center wire and six outside wires, wires not larger tha 1/8" diameter, Center wire shall be enough larger than outside wires to guarantee that each of outside wires will bear on center wire, thus gripping it when tensioned, All materials shall be identified by heat or melt numbers and accompanied by certified mill analyysis and mill test reports. All strands shall be stresswreliev ed as a unit after wires have been formed into a strand. Stress relieved by a time - temperature treatment. Bo Properties: Strand properties shall conform to following: Approximate Minimum Ulti- Strand Diameter Area Sq. Inches mate Strength lbs. 1/4 60356 90000 5/16 00578 14,$00 3/8 ,0799 20,000 7/16 ,01089 27,000 Minimum ultimate strength equals 250,000 psi, Minimum 1% yield stress equals 85 of ultimate. Minimum elonga- in inches tion twenty -four (24) equals 3.5%. 38 - 2 ART, 7e CONCRETE WORK A, General: Concrete materials, tests, mixing, properties, o mwork and workmanship as specified under Section "Concrete" except as modified herein. Unless otherwise Indicated or specified, deposit, vibrate, finish and cure concrete in accordance with latest recommended practices of American Concrete Institute, Steam curing may be permitted. Bo Concrete T e: All structural concrete in prestressed cams s a e lightweight structural concrete weighing not more than 110 pounds per cubic foot, developing a minimum strength of 4500 P.S.I. at 28 days. Co Inserts and Anchors: Accurately install and secure in place all prestressing enclosures, tubes, ducts, spacer bars and anchorages, as well as inserts required by other trades. Do not attach inserts to main prestressed steel, Take care not to move tendons out of their designed positions. Powder or Impact driven studs will not be permitted in stems of tees, A11 attachments for electrical and mechanical equipment shall be supported by inserts cast Into the members. 0, Allowable Penetrations and 0 enln s: Pour holes, sleeves or vertical dowels, openings or electr6cal or mechanical • trades, and the like are not permitted within 2" of tenor dons, Any such openings or holes occurring In stems of prestress tees shall be allowed only when and as shown on drawings, 0 E, Forming: Ensure minimum }" concrete coverage for all strands. ib e sign and align forms so as not to restrict longitudinal movement of casting when prestressing force is transferred. Forms shall preferably be permanent type steel forms. Plastic coated plywood or smooth concrete forms of quality to produce smooth finished concrete may also be used, Conform to Section "Concrete" for all other formwork require -. ments, Fo Finishing: Surfaces of prestressed members to receive a concrete topping shall be rough finished by wire brushing or similar means, to increase bond between member and topping. ART. 8o REINFORCING STEEL Ao Furnish and install conventional reinforcing steel embedded in prestressed concrete, as shown on drawings, Conform to requirements of Section "Reinforcing Steel "o 3B o 3 ART, 9. PRE-TENSIONING • A. Bondi, • Exercise case to keep strands or wires clean of orm ool or other substances harmful to bonds Bo Concrete Strength- -to not transfer prestressing until tests on concrete cylinders, manufactured and cured under same conditions as members to be prestressed, indicate that concrete of members has attained a compres- sive strength of 4000 psi, C, Stressing Equipment: Stress all tendons using motor operated y rau c jacks, to provide a uniform pressure. Equip jacks with accurately reading calibrated hydraulic pressure gauges to permit stress in prestressing steel .to be computed bt any time. A certified calibration curve shall accompany each jack. Keep records of jack readings and corresponding cable elongation so that tensions may be checked, 0, Stressing Methods: Strands or wires may be tensloned and St owed all at once or one or more at a time at discretion of manufacturer, When two or more strands or wares are tensioned simultaneously, means as approved by the Engineer shall be provided to obtain as nearly equal tension In each strand or wire as is practical, For stress - relieved strand or wire, pretensioning force shall be determined . by elongation based on the load elongation curve of the strand or wire, Pretension in strands shall be released from the anchorage gradually and simultaneously, Sequence of release shall be such as to cause as little eccentricity of stress as possible. ART. loo LiM NG AND MSTALLATION 0 A, Unless approved by the Engineer, the finished products of prestressed concrete shall be lifted and /or supported at the points shown on the plans, or at the supporting points of the member when It is put into service. No lifting until full design ultimate 28 day strengths as determined by com- presslon testa Bearing and anchorage of the prestressed concrete members shall be In accordance with the plans, Before shipment, all prestressed concrete members shall be Inspected to make certain that materials and workmanship conform to the requirements of these specifications. 3B -4 SECTION 3C REINFORCING STEEL See General and Special Conditions, ART, 1, SCOPE A. Furnish and Install reinforcing steel as indicated and specified, complete. Principal items of work include: (1) Furnishing and placement of reinforcing steel for concrete. (2) Furnishing only for reinforcing steel for masonry, ART, 2, TESTING LABORATORY SERVICES A. Testing laboratory, test costs and test reports In con- formance with Section "Testing Laboratory Services." All testing performed by testing laboratory on samples furnished by Contractor, (1) Identified Stock: One tensile and one bend test • or each tons or fraction thereof for each size of stock identified as to heat number, provided mill analysis accompanies reports (2) Unidentified Stock: One tensile and one bend test or eacii 2t tons of unidentified stock. ART, 3, MATERIALS A. Reinforcln Bars: ASTM A15 and ASTM A305, deformed billet - steT eTTreen orc ng bars, except 4" round bars not deformed. Ilntermediate grade, Bo Welded Steel Fabric: ASTM A185, C, Accessories: Standard chairs and other accessories, galvanized when any part of accessory is placed within 374–M—cli—of exposed concrete surface, ART, 4, PLACING REINFORCING STEEL A, General: Coordinate work of this Section with work of other trades. Expedite materials and labor to avoid omissions and delay, Provide reinforcing steel, bars, wire, and wire fabric In sizes, gauges, lengths and formed to dimensions Indicated. 3C - 3 B. Cleaning: Before placing steel thoroughly clean reinforc- n�" g of -loose mill scale, rust, oil or other coating that might destroy or reduce bond, C. Bendin and Strai htenin : Carefully form reinforcing to mens ons n cat° o not bend or straighten in a manner injurious to material. Do not use bars with kinks or bends not shown on plans. Heating and reinforcement permitted only when entire operation approved by Architect, D, Positlon : Accurately place reinforcement and secure in p acl a as Iin ndicated and herein specified. Maintain proper clearance between parallel bars and between bars and forms. Secure steel against displacement by using annealed steel wire of not less than 16 gauge, Use metal spreaders and spacers to secure proper bar spacing. Wire stirrups accur- ately and securely to bars at both top and bottom. At slabs„ footings and beams in contact with earth, use concrete blocks to hold reinforcement proper distance above earth. Use galvanized chairs and spacers at all exposed concrete. Wire together reinforcement In concrete at all points where bars cross. E. S lice s: Lap as detailed, except wherever possible provide 0m n mum 1}" clearance between sets of splices. Stagger splices In horizontal bars so that adjacent splices will • be 41°01, apart, Extend stubs and dowels, required to received and engage subsequent work, a sufficient length to develop full st+Pength of bar or as indicated, Place dowel and stub bars in forms, secured against displacement during concrete placing, and clean of adhering concrete Immediately after completion of pour while incrustations are soft, 0 F. Weldin • Use low hydrogen welding rods for all reinforcing ar we ding, 3C -2 0 • SECTION 4A CONCRETE BLOCK MASONRY See General and Special Conditions. ART, 1. SCOPE A. Furnish and install Masonry Work as indicated and specified complete. Principal items of work include: (1) Concrete block masonry, (2) Placing of reinforcing steel. (3) Placing of embedments, such as clips, inserts, bolts and anchors. ART. 2. SAMPLES A. Submit 2 sample blocks of each type for approval. Block used in the work shall conform to such approved samples, ART, 3. MATERIALS A. Re ular Block: ASTM C -90, Grade A, lightweight precision concrete ock, color and type to match existing work. B. S lit Face Block: ASTM C -90, Grade A, precision concrete block, split one or both faces and at ends where exposed, as manufactured by PRE -CAST CONCRETE PRODUCTS CO., Long notchequf�ISr and aggregate type as selected: white cement C. Cement: As specified under Section "Concrete ". D. Mortar Sand: ASTM C144. E. Grout Sand: ASTM C33. F. Mortar: Freshly prepared and uniformly mixed in ratio 1 part cement, j part lime putty, 3; parts sand, Conform to ASTM Specification C270. Color mortar to match block color. G. Grout: Mixed in ratio I part cement, 3 parts sand and 2 parts pea gravel, ART, 4. WORKMANSHIP • A. General: Lay block in straight courses in stack bond, Faces of blocks shall be all in one place. Carry courses up at same level at wall intersections and corners,-or-.- slope back, No toothed Joints permitted, Cut blocIOAPdth 4A - 1 masonry saw. Tops of walls not covered shall be filled with grout and troweled smooth. Lay block surface dry, • but pre -wet to prevent shrinkage cracks. Make horizontal and vertical mortar joints 3(8" thick. B. Grouting: Grout solidly all horizontal and verticai cells containing reinforcing. Vertical cells to be filled shall have vertical alignment, to maintain continuous unobstructed vertical cell area. Grout shall be suffi- ciently fluid to ensure complete filling of all sections of units requiring grout, but not so thin as to allow segregation of aggregate. In no case shall grout contain more than 71 gallons of water per sack of cement. C. Reinforcing. Install reinforcing bars as shown on draw - i s. Bars shall be straight unless hooks or bends are shown. Lap as shown. Hold firmly in place b means of frames or other suitable devices. Place stee� to ensure minimum grout cover of J ". D. Inserts and Anchors. Set all miscellaneous anchors, bolts, ties, dowels, pates, etc,, necessary to complete the work as detailed. E, CCu�rinng• Maintain block continuously moist for at least three (3) days after laying by spraying with a fog nozzle, Sprinkle masonry lightly and frequently for the first 24 • hours, ART, 5. SANDBLASTING AT PLANTER WALLS A. Where indicated, give block a heavy sandblasting to match appearance of existing block works ART. So CLEAN UP A. All mortar splotches shall be removed from the walls before they have set up. Point up as required. Remove all stains by washing face of exposed masonry surfaces, ART, 7. ACCESS PANELS A. Furnish and install "Milcor" access panels Indicated. Refer to Sheet P -1 note E. 4A - 2 SECTION 5A • MISCELLANEOUS METALS See General and Special Conditions, ARTo 1. SCOPE A. Furnish and install Miscellaneous Metal Work as Indicated and specified, complete. Principal items of work include: (1) Steel bench brackets (2) Aluminum screening and frames (3) Aluminum drip (4) Clothes hangers ART. 2. STEEL BENCH BRACKETS A. Fabricate as shown, Hot dip galvanize after fabrication in accordance with ASTM A1.23. ART. 3. ALUMINUM SCREEN Ao Fabricate of U.S. GYPSUM "Armorweave" expanded aluminum, • 1/2" slit, 081 inch thickness, Mount in aluminum frame as shown, with mesh fastened to frame at12" on center. ART. 4, ALUMINUM DRIP A. Fabricate of 1100 or 3003 alloy, ,032" thickness. ART, 5. CLOTHES HANGERS A. Fabricate as shown. Hot dip galvanize after fabrication in accordance with ASTM A123. 5A - 1 SECTION 6A • CARPENTRY AND MILLWORK See General and Special Conditions, ART. 1, SCOPE A. Furnish and Install carpentry and millwork as indicated and specified, complete. Principal items of work include, (1) Framed pipe space (2) Wood door frames and trim (3) Wood doors (4) Wood benches (5) Installatlon of finish hardware ART. 20 MATERIALS A, Rough Lumber: "Construction" Grade Douglas Fire pressure treated with wood preservative, chromated zinc chloride • AWPA Spec, 60 -b, or "Wolman" salts, AWPA Spec. 61—bo Coat lumber surfaces cut after treatment by dipping or brushing with preservative identical to original type used. Bo Door Frames and Trim: WCL1B 11B & BTR11 vertical grain Douglas P, Co Transite Paneling: JOHNS- MANViLLE "Standard Transltop", acts o— ry lam Tnated panels with insulating board core and 1/811 thick asbestos cement board facing two sides, exposed faces smooth finish, D. Wood Doors: UoS, PLYWOOD CORP., "Weldwood Stay- Strate" doors„ w ibs, density mineral core and high density resin veneer faces two sides. Furnish transom panels of same material as doors, with full width top and bottom wood rails. Apply manufacturer's standard aluminum door channels to top and bottom of doors and bottom of transom panels where :indi- cated. Re -seal all door edges after trimming and fitting and before normal finishing, as recommended by manufacturer. E. Wood Benches: Two thicknesses of EXT -DFPA A -C plywood, laminated with waterproof glue. Fabricate in full lengths except where joints are shown on drawings, Apply fiberglass • covering to each unit, on all four sides and ends so that a continuous unbroken covering Is formed, Use minimum types 6A i _ and quantites of materials as follows: One layer of 1 oz, mat, one layer of 8' oz, lightweight cloth, two • coats clear polyester resin, and one or two coats of colored polyester resin, quantity as required to achieve uniform color to match existing benches. Materials available from CRYSTALBNER CORP., Costa Mesa, ART, 3> MOISTURE CONTENT 0 A. All finish lumber shall be properly kiln -dried according to accepted methods for thickness and species, Lumber or less in thickness shall be dried as closely as practic- able to an average moisture content of not more than ten per cent (10%). Lumber lk" to 2" in thickness shall be dried as closely as practicable to an average moisture content or not more than twelve per cent (12X). ART, 4. WORKMANSHIP k The work shall be first class in every particular and none but skilled and experienced carpenters and workmen shall be employed. All measurements shall be exact and true, all joints shall be tight fitting, all connections shall be secure, and all surfaces and cuts shall be kept free from careless use of the hammer, saw and other tools, ART, 5. INSTALLATION Aa Wood Frames and Trim: Treat on all four sides and on ends with after cutting and before installation, Be Wood Doors: Prepare doors for hardware as required, Install oors complete with hardware properly adjusted, Co Finish Hardware: Receive, store and be responsible for finish hard ware, Apply hardware in accordance with manu- facturer's instructions, fit accordingly and apply securely and adjust carefully, Use care not to injure work when applying hardware. Hardware shall be fitted before paint- ing, removed for painting, and then replaced. Oe Cutting: Do all cutting of wood members required for the wor o other trades. E. Transite Panels: Install with tight joints, rigid and secure ,ter all corners. 6A - 2 SECTION 7A SKYLIGHTS See General and Special Conditions. ART. 1. SCOPE A. Furnish and install skylights as specified and as shown, complete. Principal Items of work include: (1) Skylights (2) Installation 11TH 2. SHOP DRAWINGS A. Submit shop drawings for approval. Manufacturer's catalog fabrication and Installation details may be submitted in lieu of shop drawings, where such details coven all installa -, tion conditions. ART, 3. MATERIALS A. Skyli hhts: 0°KEEFE °S 9NC „ "Watertight" complete, conform- • ni g to manufacturer's standard specifications and details, modified as shown. 0 S. Glass: " thick M9SSISSIPP9, "Factrolite" obscure wire 91—ass. C. Finish: Mill finish. IRT. 4. ALTERNATE SKYLIGHT TYPE A. In lieu of double pitch skylight shown, furnish and install flat type skylight equivalent to O'KEEFE °S model #7, with same type obscure glass, Refer to the Form of Proposal. j R'''. 5. INSTALLATION A, Install according to manufacturer's directions and as de- tailed. Set skylights plumb, square, true to line and level- 7A - 1 SECTION 7B CAULKING AND SEALING See General and Special Conditions. A IT, 1. SCOPE A. Furnish and install caulking and sealing as indicated and specified, complete. Principal item of work is caulking of openings and joints indicated, specified and required to make new work weather and water - tight. This Section contains general specifications for caulking throughout the project. ART. 2. MATERIALS A. Conventional Caulking Compound: Non - staining caulking compound meeting Federal Spec ications TT -C -598 Grade 1 (gun consistency). Colors as selected to match adjacent work. Primer type as recommended by manufacturer of compound, B. Special Sealants: As indicated on drawings. C. Joint Backing. Untreated oakum, cotton rope, or jute • ;0th nothing added that might cause "bleeding" or staining of surface adjacent to joint and destroy bond between caulking compound and other materials. HIT, 3. WORKMANSW P A. Joint Cl�eaninn: Apply caulking compounds to a clean, dry surface free from grease, oil, wax or other foreign matter tending to destroy or impair adhesion. Clean and prime in accordance with compound manufacturer's instructions. B. Application: Apply compounds strictly in accordance with manu acturer °s instructions and supervision, by manufacturer approved applicator. Caulk joints before adjacent surfaces are waterproofed or painted. Prime porous surfaces after cleaning. Pack joints deeper than 3/4" with oakum to within 3/4" of surface. Completely fill joints and spaces with gun applied caulking compound, forming a neat, smooth bead. Use hand tools where use of gun is impractical. Protect joints until fully set, 7B - 1 11 0 SECTION 9A PAINTING See General and Special Conditions. ART, i, SCOPE A. Furnish and install painting work as specified and as shown, complete. Principal items of work include; (1) Preparation of surfaces, (2) Painting of interior and exterior surfaces as scheduled and specified, (3) Removal and replacement of fixtures, equipment and hardware as required for painting work, UYi 20 MATERIALS NOT TO BE PAINTED A. Work having complete factory finish other than prime coat. B. Stainless steel, brass, bronze and plated finished metals (not zinc or cadmium). Co Finish hardware, except prime- coated Items. AFT 3. COLOR SAMPLES ,1F r o /:1' o Ao Before any painting work is commenced, Architect will fur- nish to the Contractor a color schedule for the building, The Contractor shall prepare three (3) painted samples of colors selected matching color chips provided, and submit same on 8z x 11" cardboard panels to the Architect for approval, 4o MATERIALS Ao General paint materials manufactured by the following will be acceptable, as approved: Sinclair Paint Company Dunn - Edwards Corp. National Lead Company Rust -Oleum Corp, Magna Coatings b Chemical W. P. Fuller & Company 5. WORKMANSHIP E.I. Dupont de Nemours Co. Sherwin - Williams Company Pratt S Lambert, Inc. General Paint Corp, National Paint & Varnish Co. Pittsburgh Plate Glass Co,. A, Tops, bottoms and edges of doors shall be finishe_ad s as balance of door after door has been fitted by Carpenter. 9A — 1 AATo 6e PREPARAT'JON OF SURFACES •A. All surfaces to be.cleaned and floors in the room biting painted shall be cleaned free of all loose dirt and dust before painting is started. Before painting, remove hard- ware, accessories, plates and similar items or provide ample protection of all such items. Upon completion of each space, replace all fixtures removed. Remove doors 'f nece:s•° sary to paint bottom edge:, F,l% 7e PAINTING SCHEDULE A, Interior Below- rade surfaces of elanter walls: Apply two coats o asp a t emus on, FLI TKO E.C- -E or equal ^n accordance with manufacturer's Instructions, B. interior and Exterior walls as indicated: Apply WEST ERN STATES LACQUER G P., "Plastalloy Process", thermosetting finish, in strict accordance wBth manufactuer's 6nstructlons. C, Interior and Exterior concrete floors as indicated: Apply ROHLOF & CO., Kemi o o m one epoxy lieavy duty coating with abrasive aggregate, In strict accordam° -e with manufacturer's Instructions, In first operation, acid -etch concrete with acid stain, to result In concrete color to match color of final epoxy coating, Then apply coating at • rate of one gallon per 80 square feet, number of coats as required. Do Wood doors: "Plastaiioy Process ", solid color, Ea Wood door frames and trim: Two coats CABOTI'S Heavy bodied shingle sta no • F. All ferrous, galvanized and aluminum metal work, Indus§ ;.astaiioy 'rocess °, G. Signs: Paint signs "Men" and "Women" as indicated, 9A - 2 2 ea, Door pull r,. s- pr, butts l ea � dead lock I coo door pull 492 x spanner head screws 2< 1$t; 4X4 01203 x 900 492 i0A - I SFC.; K0's&i 10A • FINISH HARDWARE See General and Special Conditions. A. to SCOPE A, Furnish Finish Hardware as indicated and sary to complete work in accordance with draviings anc? specifications. A '' 2o KEY MG NG A� Masterkey locks to e::Fsting system. Ao Dui1 chrome US 26D RR SCHEDULE Two doors exterior - Men & Women a Pr. Butts 80 l84 x FSP 4 x x sparser head scre-ws • 2 ear Dead lock 1203 314 x 900 x s;anso: head screws 2 ea, Door pull r,. s- pr, butts l ea � dead lock I coo door pull 492 x spanner head screws 2< 1$t; 4X4 01203 x 900 492 i0A - I 0 SECTION 108 • TOILET PARTITIONS See General and Spacial Conditions, ART, 1, SCOPE A. Furnish and Install Toilet partitions as indicated snd speci- fied, complete. Principal items of work include: (1) Toilet partitions, (2) Installation ART, 2, MATERIALS A, TYPe and Manufacture: Type °C° flush pilaster, Moor braced toilet partit ons as manufactured by ADVANCED EQUIPMENT CORP., Anaheim, California. Custom size as shown. B< Construction: Partitions, doors and pilasters shall be flush 77TT t is , laminated plastic two sides, laminated to solid particle core. Edges banded by clear anodized aluminum "T ". nosing, Co Laminated Plastic: MICARTA 3/32" thickness, standard colors as selected. ART> 3, INSTALLATION A, Erect compartments rigid, straight, plumb and level, install.: tion shall be in strict accordance with the manufacturer's printed specifications and instructions. Fasten pilasters and panels to floor and wall by means of two bolts thru aluminum bracket. Anchor bracket directly to floor or wall with two bolts driven into expansion shields. l OB - 1 SECTION 15A 0 PLUMBING See General and Special Conditions. ART, 1, SCOPE A. Furnish and install plumbing systems and equipment as indi- cated and specified, complete. Principal items of work include: (1) Sanitary soil, waste and vent system. (2) Domestic water system, (3) Excavation and backfill for underground piping. (4) Plumbing fixtures and equipment. (5) Connections to existing lines. ART, 20 SPECIAL REQUIREMENTS Ae Conform to County of Orange, local and /or State codes and /or ordinances, State and County of Orange Health Department Ordinances, State of California industrial Accident Commission's safety orders, • B. Apply and pay for all permits, fees, inspections, exam- !nations and tests required by any of the legally con- stituted public authorities, Co Keep record set of drawings on job at all times and note thereon locations, to scale and dimensions, all pipes, valves and cleanouts as actually installed, together with notations and data concerning concealed work necessary for maintenance. Also indicate any pipes found that do not appear on drawings, Deliver said record set, clearly marked and legible, to Architect before acceptance of work, ART, 3e EXCAVATION Ao Do all excavation required for tenches and underground pipe- lines, backfilling, and leveling off to finish grade, All exterior pipe lines shall be at least 18" below finish grade. ART. 4e MATERIALS A� Soil and Waste .PiPIn��9 Cast iron pipe shall be standard weight, coate nsida and outside, sound and without cracks or defects, and fittings shall be of cast ! -on • of same grade. Joints shall be of oakum and molten lea the hubs being completely fitted and well caulked, 15A - 1 B. Water Piping: Type 'L' hard drawn copper with streamline • tt ngs 0 -50 solder. ART. 5. PLUMBING FIXTURES A, This contractor shall furnish and set in a first class manner in every respect all fixtures indicated, ART. 6. POPE COVERING 18 A, Pipe shall be cleaned of all moisture, oils grease, scale, and other foreign material by cleaning with non -oily solvent and /or wire brushing. Remove all metal burrs and projections, B. Apply one coat of Plicoflex No, 105 adhesive prime!, to the cleaned pipe, if thinning is required, use only non -oily thinners as recommended by the tape manufacturer, C. Wrap coated pipe with Plicoflex No, 340 -30 tape, Tape shail.be applied by machine wrapping at approved plant only, Maintain tension (minimum of 5 pounds per inch of width) on the tape during application. Tape overlap shall be 1/2" on all diameter pipe. ART, 7o PIiT DRAINS A, This contractor shall furnish 24 x 24 pit drain with 3/4 blue fill for drinking fountains. Top covered with concrete slab. 30" x 30" x 611. 15A — 2 SECTION 16A. ELECTRICAL See General and Special Conditions, ART, le SCOPE A, Work covered by this Section consists of furnishing lab•ar, materials, equipment, and performing operations requirel for a complete operable electrical system as indi:.ated on drawings and as specified. Principal items of work Include: (1) Conduit, wiring, fixtures, lamps, wiring devices, panelboards and switchboards for'lighting and power system. (2) Service from electrical vault, (3) Trenching and backfilling required for electrical work (4) Permits, fees and inspections. • ART, 2, REGULATIONS, PERMITS AND INSPECTIONS: A, Local ordinances, rules and regulations in effect at time work is done shall be as fully binding as if written here- in, in no case shall conduits, wires, switches, etc., be smaller in size or numbers than that shown on plans or called for in these specifications. Obtain and pay for permits and inspections which are required for elect- rical work by legally constituted authorities having jurisdiction. ART, 20 MATERIALS AND WORKMANSHIP: A, Codes: Comply with latest rules and regulations of State Ff a Marshal; Safety Orders of Division of Industrial Safety; National Electric Code; and other applic.abl e State and local laws or regulations, Nothing in these plans or specifications is to be construed to permit, work not conforming to these codes, Bo Drawings: Scale dimensions are approximate, Before pf•o -- ceeding with any work, carefully check and verify d'.men- sions, Work specified, but not clearly defined by draw- ings, must be installed and arranged as directed, and in a manner satisfactory to the Architect. 16A - 1 Co Aeproval of Materials- All electrical materials shall be • of type and quality specified, shall be new, listed by Underwriters' Laboratories, shall meet their require- ments and shall bear their label wherever standar4s have been established and label service is regularly furnished by theme Do Structural Conditions: Where provisions must be rn, %de isle Structure me ers to accommodate electrical work, appm of the Architect shall be obtained before starting vxirk,. ART, 4. ELECTRIC SERVICE Ao Electrical service shall be single phase, 120 /240 volts three wire solid neutral, supplied from electrical vaulh, ART, 5e MATERIALS k Conduit: Use full weight galvanized rigid steel conduit for all w ring installed below grade, in concrete and masonry, 1" diameter unless otherwise indicated, Use thin wall E.M,T. in other locations except where flexible conduit is required and approved by code for connections to motors and recessed light fixtures, Arrange exposed conduit in a neat and workmanlike manner, parallel to wall and ceiling construction, Conduit in contact with earth sham be given two coats of heavy asphaltum paint prior to installa- tion. Make upjoints watertight; apply two coats of heavy asphaltum paint and allow to thoroughly dry before backfilling and covering. Scratched surfaces., due to bend- ing or handling shall be similarly treated, B. Connectors: SCOTCHLOK Type R, or hot dipped and taped, Rake o nts n feeder cables with pressure type lugs, C. Toggle switches: SIERRA 5051 20 AMP 277 . . with terra stainless steel plates. Do Reecce_ptacles: Sierra grounding type #1402G with stainless ste - -eel- pTates installed as shown on plans., waterproof types E. Switch boxes: Main Swttch and Panel: provide type KQO' Square D s ng e p a e 3 wire solid neutral 8 circuit panel and main 40 Amp 2 pole switch. Time clock switch: Supply box for 40 AMP, double pole single throw time clock. F. Light Fixtures; Br�acke�t _L�I Rh_ts: McPH I LB G id #43. 54467, 2011 watt , ncan descent • Tamp—, except at pipe chase use #43 -40, 100 watt. 16A - 2 Area Iii ;'tits in l� ap nters: WAGNER WOODRUFF #31132H30 46 1:SM;ammp, a`ncandes —cent. include aluminum poles AC 8, G. amps: Furnish incandescent type for all fixtures,, AR"t , 6, GUARANTEE 0 • A. Provide a written guarantee form as stipulated in f&- General Conditions, fora period of one year, 16A - 3 40 0 i APP. RENOUH NO, 3 To Orq- gs and Specifications: CORONA DEL MAR STATE AND CITY BEACH PARK DRESSING AND TOILET FACILITIES OWNER: City of Newport Beach Dated: January 22, 1965 WILLIAM E. BLUROCK & ASSOCIATES Architects and Planners NOTICE TO BIDDERS: The following revisions shall supplement the drawings and specifications and become a part of the Contract Documents. Bidders shall acknowledge receipt of this Addendum in the space provided therefore in the Form of Proposal. SPECIFICATIONS: 1. Form of Proposal Ref: Page 3: Remove and replace with revised page enclosed. 2. Plumbing - Section 15A Ref: Page 2, ART. 8, par. A. Fixture P -2: Correct fixture number to F -2222. (Note. ART. 8 added by Addendum #2). ADDENDUM DRAWING: The following addendum drawing shall be entered and shall be- come part of the Contract Documents. Drawing #1; Revised water and sewer construction. am E, 111urocK ssTt s Addendum #3 Page 1 of I 0 0 0 SEPARATE F_ #57 State the difference in price, whether additive or celu'ct� Ee :i tr ii _.sd be applicable if the flat s.il:,: d: .)uble 'pitch skylight tvpe shown. TST.ate th- etF�er- aid- or- uc't_ SEPARATE' BED i`#b: State the difference in price, whether addit.i�d ar deci ctive�-� ch would be apps icabIa, if alternate- pTumG-7ri f er- CUi� s.. as -!Ts ed in Article 8 of Section 15A, were substituted f r xi;ctures originally Scheduled, _ ,Jfcf.Q Uli Lt5 _ i? � t—O " deduct) SEPARATE BID #7: State the difference in price, whether additive or deductive, ch would be applicable if alternate water and serer construction, as shown on drawing #1 of Addendum #3 were substituted for construction originally indicated, (State whether a or a uct FORM OF PROPOVL - 3 Revised 1 -2 2- 5 Addendum #3 SEPARATE B`D #5: State the difference in price, whether additive or uc� e wriicF would ba app! °:cable if the flat type ss- yiig};t Ver • suE s:Ytut.ed for the double pitch skylight type shown, 4Stae ietner &W-i. SEPARATE Bu) #6: State the difference in price, whether additive or aea- 6c -flVe„ w ich would be app Iicab Ie, if alternate p —i mE7ng titureS,. aaTli stew in Article 8 of Section 15A, were substituted fiar plumbing fixtures originally Scheduled. ;r:ate`w�etFie� 'add or djTu -.tj SEPARATE BID #7: State the difference in price, whether additive or deductive, w ch would be applicable if alternate water and sewer construction, as shown on drawing #1 of Addendum #3 were substituted for construction originally indicated, (State whether add or deduct3 0 FORM OF PROPOgAL - 3 Revised 1-22- 5 Addendum #3 • Existing 21' gale, water line i Existing 8" V.C.P. sewer line 0 0 Exist Building rb line MW Existing Ma%-01. e Proposed Building 4 y0. 7 - --4GALl P A R T i A L S I T E P L A N iC 1. Construct Standard Maohoie according city of Newport Beach Standards (STD - 401 -L) Dated Dec, 1, 1962, 2. Construct 4" House Sewer (See P -1 of Plans). 3. Connect to existing 2" alv. pipe water main with 65`x-2" copper pipe according City of Newport Beach Standards - (See STD.513 -0. 4. Install 2" water meter service according to City of Newport Beach Standards (STD - 513 -L), Dated Oct. 10, 1963, Rev. Uec<eb' (Fee - $340,00 to be paid by Contractor). Drawing #1 Addenidum #3 i Cl C1 J CORONA DEL MAR STATE ANDA DRESSING AND TOILET FACIL Dated: January 21, 1965 ADDENDUM NO. 2 Beach William E. Blurock S Associates Architects and Planners NOTICE TO BIDDERS: The following revisions shall supplement the drawings and specifications and become a part of the Contract Documents. Bidders shall acknowledge receipt of this Addendum in the space provided therefor in the Form of Proposal. SPECIFICATIONS: 1. Form of Proposal Ref: Page 3: Remove and replace with revised page enclosed. 2. Painting - Section 9A Ref: Page 2, ART, 7, Par. B: "Plastalloy" on concrete block shall consist of fill coat, cement base and finish coat with spatter, all In accordance with manufacturer °s instructions. 3. Plumbing - Section 15A Ref: Page 2, ART. 6: Omit ART. 60 PIPE COVERING, entirely. Ref: Page 29 ART. 7, Par. A: Revise 113/4 blue fill" to 113/4 inch crushed blue granite ". Ref: Page 2; Add new ART. 8 as follows: ART. 8 ALTERNATE FIXTURES A. Provide the following fixtures in place of scheduled fixtures as work of Separate Bid #6. Include all necessary provisions for changes in pipe routing, fixture mounting, or other adjustments. Refer to the Form of Proposal Page 3. Addendum #1 Page 1 of 2 �_. P -I: Lavatous AMERICAN STANDARD-P 5515 -1. R 2193 or cold water only, 16 x 14 A.R.E., C.1., trim R 2514 plug with removable stopper concealed stop. 17 gauge chrome plate brass adjustable "P" trap. P -2: Water Closet:- AMERICAN STANDARD S -2222 bowl to seat. Flush valve 310 YV. 4" waste, I" cold water. P- Urinal: AMERICAN STANDARD F -6400 with R 3303 ee v® strainer. Flush valve #186 YV. 2" waste. 3/4" cold water. P -4: No alternate NAP -5: Drinking Fountain: HAWS #7-X A.R.E., C. I. complete A concea e' ed stop. 17 gauge adjustable "P" trap. 2" waste, i/2" cold water. P -6: Urinal: AMERICAN STANDARD F -5800 with #320 YV flush '- valve. 4" waste, 1" cold water. 4. Electrical - Section 16A Ref: Page 2, ART. 4. Add the following.: "Connect to existing electrical mater • on site." DRAWINGS: 5. Sheet 2 Ref: Floor Plan: Change reinforcing for all concrete floors and paving from #4 bars at 24" O.C. -to #3 bars at 18" o.c. each way. 6. Sheet- - P -1 Ref; Fixture schedule: slake the following revisions and additions: P -2: Add carrier, JOSAM 835-W P -3: Change 2" waste to 4" waste, 3/4" water to 1" water, Change valve to 152 LYV royal. P -5: Change fixture number from AC-600 to A -800. P -6: Change 2" waste to 4" waste. 3/41, water to I" water.. Change valve to 154 YV. Ref: Plan: Floor plans are ZURN 215 and•ZURN 230, true levels with type "A" strainers. F�FITfA ES Addendum #1 Pans 2 of 2' SEPARATE BID #5: State the difference in price, whether additive or deductive wnici c-'uld be applicable if the flat type s yiig�i 'icy • su st tuted for the double pitch skylight type shown. State whether add or deduct) SEPARATE BBD #6: State the difference in price, whether additive or eductive, which would be applicable,if alternate plumbing ixtures, as listed in Article 8 of Section 15A, were substituted for plumbing fixtures originally Scheduled. State whether a or deduct) 11 FORM OF PROPOSAL - 3 Revised 1 -21 -65 Addendum #2 0 y SEPARATE 83D ##5: State the difference in price, whether additive or • deductive w is would be applicable if the flat type sWy igi1—t %.1ere su st tuted for the double pitch skylight type shown. State Whether a or deduct) SEPARATE BiD ##6: State eductive, which would assisted in Article 8 fixtures originally Scl State whether er a or n U 11 the difference in price, whether additive or be applicable,if alternate p u —i mmTTngf ix`!tuurres, of Section 15A, were substituted for plumbing eeduled. e uct FORM OF PROPOSAL - 3 Revised 1 -21 -65 Addendum ##2 ADDENDUM NO. I • To Drawings and Specifications: CORONA DEL MAR STATE AND CITY BEACH PARK DRESSING AND TOILET FACILITIES OWNER% City of Newport Beach Dated: January 11, 1965 William E. Blurock 6 Associates Architects and Planners NOTICE TO BIDDERS% The following revisions shall supplement the drawings and specifications and become a part of the Contract Documents. Bidders shall acknowledge receipt of this Addendum in the space provided therefor in the Form of Proposal. SPECIFiCATIONSs 1. Notice of Inviting Bids Ref: Remove and replace with revised page .enclosed. Note change in date of receiving bids. 0 2. Form of Proposal C� Ref: Page 2: Remove and replace with revised page enclosed. Note change in time of construction. Wi s mu s —So coat—es �rE�fE1 V E D JAN 13 1965 ;DUG WORKS DEPT. ADDENDUM NO. ] Page I of l C: Ty OF NEWPORT BEACH, n;AI- 1,FORMYRA • NOTICE OF RNVfiVNG Bif15 SEALED PROPOSALS wi g 1 e :> : ece Ived at the off ice of the-,. t 4--, yk 4_ >rk; City Hail, Newport Beach,, CalPfornia, up too but n,a� la €.z=:° 'Fin 10:00 a.m., Wednesday, January 27, 1965 at 411ch f! ,n will be publicly opened and read, for performing wovk as C 1 0.45 CORONA DEL MAR STATE MID CrTT BEACH PART: DRESSING AND TORLET FACO074ES NO BliD will be received unless It rs masee on a pFopca;ai s bound In the specifications:, Each bId must bs acrc4upar+,ed 6y c.a <Sa, e a t i f i ed check or b 1 ddesr' s bond made payable to Us(%; City of fir;,n 1p. i• E each, for an amount equal to at least 10 percent of the amount bici, Lch guaranty to be forfeited should the bidder to whcm the cowl =ac s awarded fail to enter Into the coptract., In accordance with the provisions of Sect =or 1770 of k6e I.zboe e -ie;, the City Council of the City of Newport Beach has asc:Brtvaned Fa y.neral prevailing rate of per €item wages :'in the iocaz4ty t ch the work is to be performed for each craft; or type of rya,- i�s�a,s F mGcha0c needed to execute than ccwitrar.t and is set fo€ i.t, `ra • x solution No., 52M A copy of =.ald Resolution is a.-( 6-e_. 4fire of the Clty Clerk in the G ty of Newport Reach, 0 AT I bids are to be compared on the basis of the itrch i : :oct , s':imate of the quantities of work ":,a be done., No b I d wi l l be accepted from a Contractor who ; r, no ',; r acco� °dance with the provisions of Chapter 9,; Division L.-3dness and Professions Code, Plans and Specificatlons, forraa.: of proposals; €,card= :and c,.Ir: r>.ecw. may be obtained at the Off rce of William E:, biuraf:ic g: Fa•r,zaL� iLa . ". r :407ec,ts,. 1550 Bayside D ive, .orwr n, ciel Mad', Ca0fornia.. t. 1 be available for examination ar. the Publ it. Weeks Dvpartnert., it:y Hai?, Newport Beach. Callforn►,�,�., A Deposit of $10,00 will be r °Fq:F; + °rstl for each set of pibrr rd Spec fI cat lons„ The deposit wI11 be returned only upon rarvrn i tha docurnents complete and In g:o. r<,,:tatitition wlth n f ^viz ways f ;:er the bid opening. The City of Newport Beach rese -.ves, the right to reja;:t any V, ail acids and to waive any info mi0'ty 'o such bod3. C : o'Y OF W,,: kVORF MARGERY SCHROl1DER, City CYger1; Revised 1/11/65 Addendum No, i • •04 Honorable City Council *;I,y of Newport Beach, '-;'ifornia a %*v- woad and examineq the n-te under0qned, after h drawings and spZrif...' iod having examined the pv:er.05es and the condition wh':.0' work is to be per- hereby agrees to all of bie labor and materiali o,- ce3saVy fo- the GENERAL COPYSMUCT(ION wol-k of the CORONA DEL VAR S 4'JE ANI� 0TY BEACH ORESSM AND T013LET FAMJI'Fs.- coz.ln)-"a `i 4 Mar, taliforn-Aa, quoted on below for the sums thertX i:.%d hereby agree- to complete the I F entire t4ork wW6--,'io 120 C!.Tys I;NCLUOiMG ',QW: j)M TH,' WIAWIINGq AHD UTA: 7-Aff T-EAt (� h SPECIIFIIED., GW FXC,0''D`Nlz ADDiJIVE SEPARATE BIIDS,, i . i A I abot- and SEPARA*�F 8,,1) #1:: Stei,z price Fv,' a" feqj�red F.a: ; OV paving, axed J0t*:,-,9 fcyi(vt%'.P,4 4,P, - i'IA 1 ,?J 1 oq. es s a r Y p " ukr*j ` o 9 to ;.tectr !ca. ow hev F=e fim:ed 0 S: rr 'PARATE Bill) #2, Stara uhe ar.Wto,--e pciktze for e l lzbov and �ialt_e_r TSM s_7q_eWu_T red f or f u e nT ,red % ;.ri a 1 e e t I on elf C e F �: a Concrete roof *Iee-j and assoclateo co umns., as �4r,d. ored; ADD SEPARATE B10 #3-, State zhe addita•a separate �') ;ce for a•.1 19;� r and -UTrInT___U_59-�nd hnsr�,al lav'l-nn 't. X59, can-rere fov f paving and cuk-bs, asphal0c concrel,e povAng and patching and .1cher uelated vs>rk as Indic- -8 'ed,-, ;A)D P 111) #4,-. State the addWye price for ;0f and ,EPARAIE '.I t: I :red foil demoTIT'Icop 'n I! V � I �'. Pw4.teria s �eq7 ­4 r,opqi concrete curb, and related work &� 1,DD F4P,10 OF PRCPDSAL - 2 Revised 1/11/65 Addendum No, I 4t- ;� .AO • 0 0 Honorable City Council t: ty of Newport Beach, Ga.pfo x; - jndersigned, after hav ,_,. :,:�afjlly read and examinerJ t E,3«: +is, drawings and spec If= cat ions, rnd having examined th 4 a�;ssr >s. and the cond6tivns sender which the wouk to be r;K.F ,a-x:ed,, loe;aby agrees to furnish ail of than NAboF ; :md Maks-Nc45z r dress ary for the GENERAL CONSTRUCTiOM GGIRONl, Mt . P`E c-iWP C, @TY BEACH PARK,, DR ING AND ,r .,; i'% FA "•a T`,LS: €� , I ;; Saar, California, quoted onnMeiow for ,ha suirs. t:l�a� SrbclF� Ad hereby agrees to Ire entire wore wlthzrro 120 C .Ya, »: E R:;9. i RCi.aJD I� hfG a_ -. :ti ', � :...,. .a�i3 i)L ... . Ti�tfi -MMNN SPECWF'ED, 8W EYCL#Mi!K AMMVE SEPARATE BIDS, �'-_PARATE BBD #Is Stat.� k the additivo .�epara a price fair ail lzai. �:P and +� sa red f ©k i, zero +pass: <r.: «az! T �x.aa tYwi gat rlax_, -:n ,_ q ga�f'd ng, t aantea.s and drinking fountain 3nr.:',jd,; a0 yip c�ssar'y piuna@ ng;, ailettriea c,rhev related work, a� ?nd'9cated„ f �'YARATE B10 #2R State the addi.tjv�, :.,epal ,t, : ,sr ite for �i� Fz,,e >a° and ry.:9tB�lig�� r'equsred fo; �'.iiYdAR S'�PErg h,r�El �i sis 3.Ei�en�4,Ya.yH +. �'�' �.�t 0'f: ���5; 4,�aG re$e r"f *eew, and associat e:' cuTumrs.s, ras / )D t PARATE BJD 033 State the additive: sep4,s.�t=e E >. iee fur al 4b-or grad 1T 3tar"°acd § r2;Ri red for f�..i rTWT i °i?f'i ? .e'F$��` , -? —f' ice :mwcre <.,e paving and curbs, asphaltic concre•ce p1Ylog and patching ane lather s,,�imted wank as indicaked:, r__PARATE •ID #4s State the addltty, Sfl:.%A •.s!t� 0F'L,1 fa,)a• gill labor and e -.. ter n meq =4Tred for demmTr bn ,3f ,:s,i ing ti:aiiw` buiidia1?j ��d c'xncrete curb, and related work as ;;n€) a:.aved. F'(414i OF PROPOSAL. 2 Revised 1/11/65 Addendum No. 1 DECEMBER 28, 1964 TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: PLANS AND SPECIFICATIONS FOR THE CONSTRUCTION OF THE CORONA DEL MAR STATE AND CITY BEACH PARK DRESSING AND TOILET FACILITIES CONTRACT N0. 944 / �f /i D RECOMMENDATIONS AUTHORIZE THE AT 10:00 A.M. THE PLANS AND THE DECEMBER 14, 1964, ME THE FOLLOWING ESTIMATE: L I C JTD:MA:VR CITY CLERK TO ADVERTISE FOR BIDS TO BE OPENED ON JANUARY t0; 1965- a.1 SPECIFICATIONS WERE APPROVED BY THE CITY COUNCIL AT :T ING. IS A SUMMARY OF THE COSTS BASED ON THE ARCHITECT'S ARCHITECT FEE 1,760 ESTIMATED CONTRACT COST BASE BID 20,000 5 ADDITIVE BIDS 12,000 TOTAL $33,760 AMOUNT BUDGETED $22,000 THE ESTIMATED DATE OF COMPLETION IS JUNE II, 1965, t 1 . DEVLIN KS DIRECTOR CITY W .NEWPORT BEACH CALIFORNIA February 16, 1965 V. L. Murphy, Inc. 2525 Cerritos Long Beach, California Gentlemen: Re: Contract No. C -944 Corona del Mar State and City Beach Park Attached is Cashier's Check No. 508 28341. in the amount of $5, 000. 00, drawn on the Bank of America, payable to the City of Newport Beach, submitted with the bid of your firm in connection with the subject contract. Please indicate receipt of said check on the attached copy of this letter and return to my office. The City Council of the City of Newport Beach, on February 8, 1965, rejected all bids. Thank you for your interest in bidding on this project. Very truly yours, Margery Schrouder City Clerk City of Newport Beach mew encl. i� RECEIVED /BY Xl� DATE January 27, 1965 Re the bids received this morning for the Corona del Mar Facilities; the response was not the kind we had hoped for. The recommendation will be that the bids will be rejected and a modification will be made in the plans, ly w 0 A a s _ to rz cli 4J to 41 Mtn co 4J L6 LA 0) 4J co Li °- ^'A bb Law V) 0 #a 0. C ii 0-O ul II c C — c Q no-; li LLJ 411-1 c8 T co 41 tD >- LLJ Ull ri ra) co ul v 4- co Co.- M tn < < L. Rill 0, U- 0 ui uj a 0 r- I.- 3 E u 0 uj r, .- ;;, M -1 4- � 3: Lf) — V) L) V:- .- CD 0 O U z G F- < 0 CL m LL; NZ a 0 Co uj v) cr iL > tn 0 0 V) LLJ rc uj z 0 cc: (-)m < s _ 4J 41 Mtn co 4J LA 0) 4J co Li °- ^'A bb Law V) 0 #a 0. C ii 0-O ul II c C — c Q no-; li 411-1 ul Co.- M tn Rill .4j a)— IL L. NO Ld 0 I-u V) L) 0 CL m NZ Co iL > tn 0 V4 W R 1-U. LLJ Ln < V) 4j. c ro ca m; E < CL m: CD (i L) t�l C3 �1 0 w cl: s _ l TO: FROM: SUBJECT: JSI::J:S FEB ARY 8, 1965 C i TY COUNCIL PUBLIC WORKS DIRECTOR CORONA DEL MAR STATE AND CITY BEACH PARK DRESSING AND TOILET FACILITIES CONTRACT NO. 944 RECOMMENDATIONS: I. REJECT ALL BIDS• C - :../ _z 2. DETERMINE AMOUNT OF SITE IMPROVEMENT WORK TO BE INCLUDED IN THE PROJECT. 3• INSTRUCT THE ARCHITECT TO REVISE THE PLANS AND SPECIFICATIONS. 4. DELAY PROJECT TO FISCAL YEAR 1965 -1966 AND BUDGET ADDITIONAL FUNDS AT THAT TIME. DISCUSSION: FOUR BIDS WERE RECEIVED AND OPENED IN THE OFFICE OF THE CITY CLERK AT 10:00 A.M. ON JANUARY 27, 1965- BIDDER DAVID YOUNG, LAGUNA BEACH E. F. GRANDY, COSTA MESA V. L. MURPHY, INC., LONG BEACH A. D. PENHALL, ANAHEIM BASE BID TOTAL BID $363.0 .74,671-00 -GO 0 ,6 49,13900 79,079.00 57,381.00 92,865.00 $22,000 15 BUDGETED FOR THIS PROJECT IN ACCOUNT No. 10-7796-076, A BALANCE OF $20,24o IS AVAILABLE AFTER DEDUCTION OF THE ARCHITECTS FEE OF *1,760 }. THE ARCH- ITECT'S ESTIMATE FOR THE BASE BID WAS $20,000 AND FOR THE TOTAL BID WAS $32,000. THE BASE BID IS FOR CONSTRUCTION OF THE BUILDING ITSELF AND A MINIMUM AMOUNT OF CONCRETE FLATWORK AROUND THE BUILDING. IT IS FELT BY THE ARCHITECT, WILLIAM E. BLUROCK, THAT THE COST OF CONSTRUCTION INCLUDED IN THE BASE BID COULD BE REDUCED TO ABOUT $35,000 BY MAKING CERTAIN REVISIONS TO THE PLANS AND SPECIFICATIONS WITHOUT MATERI,_LY AFFECTING THE QUALITY OF THE STRUCTURE. THE AGREEMENT FOR ARCHITECTURAL SERVICES PROVIDES THAT THE ARCHITECT REVISE THE PLANS WITHOUT ADDITIONAL COST TO THE CITY IF THE LOW BID SUBSTANTIALLY EXCEEDS THE BUDGETED FUNDS. HOWEVER, IT IS NOT FELT THAT THE COST OF THE WORK INCLUDED IN THE BASE BID COULD BE REDUCED TO THE BUDGETED AMOUNT WITHOUT MATERIALLY ALTERING THE SCOPE OF THE WORK. P.B. & R. REPRESENTATIVES HAVE EXPRESSED THE OPINION THAT THE BUILDING SHOULD NOT BE REDUCED IN SIZE OR QUALITY. A LETTER FROM THE ARCHITECT REGARDING THE PROJECT IS ATTACHED FOR REFERENCE. THE ADDITIONAL EXPENDITURES ARE FOR SITE DEVELOPMENT WORK TO COMPLETE IMPROVE- MENT OF THE AREA TO THE CONFIGURATION SHOWN ON THE MASTER PLAN FOR THE PARK. INCLUDED ARE CONSTRUCTION OF CURB AND GUTTER, SIDEWALK, ASPHALTIC CONCRETE PAVING, CONCRETE ROOF TEES FOR THE COLONNADE, PLANTER BOXES, AND DEMOLITION OF THE EXISTING RESTROOM BUILDING. ABOUT 50 ADDITIONAL PARKING SPACES WOULD BE PROVIDED BY THE SITE IMPROVE - MENT'AS PROPOSED. THE ONLY WAY TO SUBSTANTIALLY ALTER THE COST OF THIS WORK IS TO DELETE ALL OR PART OF IT. SUBJ.: CORONA DEL MAR DRESSING AND TOILET FACILITIES PAGE Z THE COUNCIL MAY WISH TO PROCEED WITH THE PROJECT AT THIS TIME IN ORDER TO COMPLETE IT BEFORE TH15 COMING SUMMER. THE ARCHITECT HAS CONSULTED WITH THE LOW BIDDER AND HAS DETERMINED THAT THE COST OF THE CONSTRUCTION INCLUDED IN THE BASE BID COULD BE REDUCED TO APPROXIMATELY $35,090 BY CHANGE ORDERS WHICH WOULD NOT MATER- IALLY AFFECT THE QUALITY OF THE STRUCTURE. IF THIS ALTERNATE COURSE OF ACTION IS TAKEN) THE PROCEDURE BELOW SHOULD.BE FO{LOWED: I. DETERMINE AMOUNT AND TIMING OF SITE. IMPROVEMENT WORK TO BE DONE. Z. ADOPT A RESOLUTION AWARDING THE CONTRACT TO DAVID YOUNG AND AUTHORIZING THE MAYOR AND THE CITY CLYRK TO EXECUTE THE CONTRACT. 3. INSTRUCT THE ARCHITECT AND THE STAFF TO NEGOTIATE CHANGE ORDERS AS MENTIONED. ATTEST TO OPENING OF BIDS: BEPH T. EVLIN BLIC !f DIRECTOR ATT. BBN:BE February 3, 1965 Newport Beach City Council City of'Newport Beach 3300 Newport Boulevard Newport Beach, California Honorable Gentlemen: On January 27, 1965, bids were opened on the addition to the Corona del Mar Beach Park Service Area #2, After thoroughly reviewing the bids including alt the separate alternate bids and consulting with three of the bidders, . we have come to the following conclusions, We feel there are two distinct and separate solutions and we will attempt to evaluate them herein for your deci- sion, i, Totally reject all bids and direct the architects to revise or redraw the working drawings to meet the City budget. This, however, would delay the comple- tion of the job beyond the summer season. 2. To analyze the base bids of David Young Builders to include a reasonable solution to the City's need of D a finished toilet room facility. We feel that certain changes could be made to reduce the total cost below •535,000 and still insure a proper bid and an adequate facility. The itemized changes are being prepared by David Young for your inspection. This would allow the project to be constructed by summer season and allow ample time for the architects and the Public Works Department to arrive at a solution of site development that would satisfy all parties. Yours very truly, WILLIAM E. BLUROCK 8 ASSOCIATES William E. Blurock RECEIVED WEB /tm. FEB 4. f965 cc: Public Works Dept. Att: Mr, Nolan PUBLIC WORKS DEPT, W i 1 I i a m e. b l u r o c k a n d a s s a C i a t e s a r c h I t e c t s 1550 bayside drive corona del mar c a I i f a r n i a 714 673 -0300 LU E l/ ARCHITECTS ...... G; Is r Newport Beach City Council City of Newport Beach 3300 Newport Boulevard Newport Beach, California Honorable Gentlemen: i February 3, 1965 On January 27, 1965, bids were opened on the addition to the Corona del Mar Beach Park Service Area #2. After thoroughly reviewing the bids including all the separate alternate bids and consulting with three of the bidders, we have come to the following conclusions. We feel there are two distinct and separate solutions and we will attempt to evaluate them herein for your deci- sion. 1. Totally reject all bids and direct the architects to revise or redraw the working drawings to meet the City budget. This, however, would delay the comple- tion of the job beyond the summer season. 2. To analyze the base bids of David Young Builders to include a reasonable solution to the City's need of a finished toilet room facility. We feel that certain changes could be made to reduce the total cost below $35,000 and still insure a proper bid and an adequate facility. The itemized changes are being prepared by David Young for your inspection. This would allow the project to be constructed by summer season and allow ample time for the architects and the Public Works Department to arrive at a solution of site development that would satisfy all parties. ci 'i V. ,a Yours very truly, NE4JPITY OF CH, WILLIAM E. BLUROCK & ASSOCIATES � CALIF. William E. Blurock WEB /tm I o i o k ii n d a 3 s o c i u i d i 6 r a Vi del n, w, ccllif o. tit., i 1 Li3 -GJtlO Newport Harbor News Press Ned with DAILY PILOT was decreed a newspaper of general circulation in the Newport Beach by Decree of the Superior Court of Orange County, California, er A24831, dated It June, 1963. LEG:11 NOTICE��,_._. STATE OF CALIFORNIA ) CITY OF NEWPORT 8"Cr. ) 58. CALIFORNIA NOTICE OF INVITING BID' County of Orange ) SEALED PROPOSALS wilt ne ,erea�:t It the office of the City Cle,6. City Hall. Newport Beach, California, up to, but out later than 10:00 a.m., Wednesday, ill be be 1 dilliam Me BChridt being first duly sworn, time are pub filth, wit at which d,fo they will publicly owned and read, for performing work as follows: _ and on oath depose and say hat I am +heA dvert la in_— f3— MMM�;Z•. P Y COROA DEL MAR STATE AND N CITY BEACH PARK DRESSING AND FACILITIES lreceived of the Newport Harbor News Press /Daily Pilot, a newspaper of rvo BIO unless B I� made on a proposal form as bound in the bid be accent general circulation in the City of Newport Beach, County of Or- sprcificaters. Each must period by cash, certified check or bid City of F ublie Hearing de,'s bond made parable to m e to an e, State of California, and that a Notice o g Nr,iw,f Beach, for an amount equal at teat 10 percent of the amount bid such gea,anty to be forfeited should the bidder to whom the contract is awarded fail IC entee into the contract. In accordance with the provisions Of of which copy attached hereto is a true and complete copy, was Section 1770 of the Labor Code, the City ee0ned of the City of Newport Beads bas prinfed and published in the regular Newport Beach, Costa Mesa ascertained the general prevailing ate o+ ge pet work wages b the locality in wnicn the work m be for each and Huntington Beach issue (s) of said newspaper for ,kmarmed crate or iexe of workman or mechanic p s'nt 1 needed to execute the contract and p tan A copy ce - -- --� �ilx Issues �G) of forth a Reson ell ble i said Resolution is available in the Newport of the City Clerk in the City of Newport January 7 [ 196-5- Beach. ___ _ - All bids are to compared of the basis the ec to nl the __— , 196_ done. work be done. ti work fo quantities NO bid will be accepted from C will ep 196 r tractor who not licensed t accordance - -- - - -, — with the provi sions of C o 9. Division v 111 of Business and Professions code. fessio _ 196._ Plans and Specifications, forms of pro _ -' indeed, bonds and contract may lv ob fainetl at the Office William Blurock ` ` -j ______ 196---. it 0 D Associates. set Mae, 1550 iiI, and Drive, Corona del Mar, California. and �y. j i Isigned)e. �`' 11 ''� °•` f " ' —' -- - will be available for exdminafipn at the Public Works Department, City Hall, Newport Beach, California. - '- -'-- Subcribed and sworn to before me Phis 7th day of A Deposit of 410.00 will be required for each set of plans and specifications. The Ja nuary deposit will be returned only upon return of the documents complete and in good condition within five davd after the bid ... _ —..T, I �� / I + opening The City of Newport Beach reserve' Ihr right to reject any or all bids and to wave env ject any in such bitls. Notary Public in and for the CITY OF NEWPORT BEACH CALIFORNIA County of Orange, State of California 41ARGFRY SCHROUDFF Of, .C::.rk My commission expires Pubhshrd Nowpn•, Harbr.• HrwS Pi r:-: rlew,:or, Beath. (alife,oia. Jan >a'V .965 26 .65 00 0 • DECEMBER 28, 1964 TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: PLANS AND SPECIFICATIONS FOR THE CONSTRUCTION OF THE CORONA DEL MAR STATE AND CITY BEACH PARK DRESSING AND TOILET FACILITIES CONTRACT NO. 944 Ji 0 RECOMMENDATION.: AUTHORIZE THE CITY CLERK TO ADVERTISE FOR BIDS TO BE OPENED AT 10:00 A.M. ON JANUARY 20, 1965- THE PLANS AND SPECIFICATIONS WERE APPROVED BY THE CITY COUNCIL AT THE DECEMBER 14, 1964, MEETING. THE FOLLOWING IS A SUMMARY OF THE COSTS BASED ON THE ARCHITECT'S ESTIMATE: ARCHITECT FEE 1,760 ESTIMATED CONTRACT COST EPH L I C JTD: MA: VR BASE BID 20,000 5 ADDITIVE BIDS 12,000 TOTAL $33,760 AMOUNT BUDGETED $22,000 THE ESTIMATED DATE OF COMPLETION IS JUNE 11, 1965- DEVLIN KS DIRECTOR �OUNCIL: 01 OSITION• ILE: I r