Loading...
HomeMy WebLinkAboutC-849 - Bridge piling repair for Marine Avenue & Park Avenue bridges0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD TO: A.C. BIRNIE 1- DIVISION OF HIGHWAYS P.O. BOX 2304 - TERMINAL ANNEX LOS ANGELES 54, CALIFORNIA ATTENTION: A.A. SMITH SUBJECT: SELECT SYSTEM PROJECT #70 WE ARE TRANSMITTING THE FOLLOWING: DATE JUNE 3. 1966 N0. COPIES DESCRIPTION 2 FORM CU -3 2 CNB DRAWING R- 5009 -S PILING REPAIRy MARINE AVE. AND PARK AVE. BRIDGES BALBOA ISLAND REVISED PLAN) DATED 6/15/65 REMARKS: SUBMITTED FOR YOUR REVIEW. PLEASE ADVISE US WHAT EXTENT THIS PROJECT 15 ELIGIBLE FOR MATCHING CREDIT. THE WORK IS COMPLETE. IT WAS FINANCED WITH CITY FUNDS. COPIES TO: ?orm CU -3 0 0 Exhibit G COILIEP. -UNRUH LOCAL TRANSPORTATION DEVELOPMENT ACT REQUEST FOR DEVIATION AUTHOP.TZATION Project NO. 70 From: City [A County of State of Ealifoimia Department of Public Works Division of Highways NEWPORT BEACH (Through District Engineer) Date: 5/24[66 Authority is requested to use 1.04¢ or Matching Funds to finance the following project which: © involves a permanent deviation approved standards. M is designed to meet approved standards through "stage construction." or Road MARINE AVENUE BRIDGE AND PARK AVENUE BRIDG Termini ABUTMENT TO ABUTMENT Length 0.08 Miles. The proposed work consists of RECONSTRUCTING COLUMNS (Grading, paving, constructing our s an and will be performed by gutters, etc., or the purchase of righ -of -way CONTRACT under the direction of the . CITY contract or day labor city, county, state. TRAFFIC ADT upon completion 1700 NOTE: SEE ATTACHED CNB DWG R- 5009 -S GEOMETRIC SECTION Number and width of traffic lanes Width of curb parking lanes or usable shoulders Median Width Total width between exterior curbs or outside of usable shoulders Width of 1J�JftX6r_WJX BRIDGE STRUCTURAL SECTION Traffic Surface thickness and type* Base thickness and type* DESIGN ADT 2000 (Est. total in all lanes 20 years after completion). Existing Proposed Project Planned Ultimate 2 -10 2 -10 2 -10 Lt. Rt. Lt. Rt. Lt. Rt. 0 1 0 0 0 0 0 0 0 0 20 20 20 P 30 30 Index R -value - Existing Proposed lUltimate *Types: BS- bituminous seal, AC- asphaltic concrete, PCC- Portland cement concrete, Other Note: Explain reasons for less than desirable widths and thicknesses, special con- struction features, etc., on reverse side. Attach sketches if necessary. (OVER) RMAS-roadmix asphaltic surface CTB= cement- treated base AB- aggregate base AS- aggregate subbase Sign J ., ure autnorized official PUBLIC WORKS DIRECTOR Official Title THE MARINE AVENUE BRIDGE 13 THE ONLY ROADWAY PROVIDING ACCESS TO BALBOA ISLAND. THE BRIDGE CONDITION WAS DETERIORATING TO THE EXTENT MAJOR RECONSTRUCTION WAS REQUIRED TO KEEP IT OPEN TO TRAFFIC. REPAIR OF THE PILINGS AS SHOWN ON THE ATTACHED DRAWING AND PHOTOGRAPHS ILLUSTRATES THE METHOD ELECTED. THE ALTERNATIVE WAS TO BUILD A NEW BRIDGE. IT WAS ESTIMATED THE DEMOLITION OF THE EXISTING BRIDGE AND CONSTRUCTION OF A NEW BRIDGE WOULD HAVE'COST IN THE NEIGHBORHOOD OF $100P000. THE ADDITIONAL EXPENDITURE COULD NOT BE JUSTIFIED SINCE THE PRESENT BRIDGE ADEQUATELY HANDLES ALL ANTICIPATED TRAFFIC. THE PARK AVENUE BRIDGE, SERVING LITTLE BALBOA ISLANDj, WAS ALSO BADLY DETERIORATED. REPLACEMENT WOULD HAVE FAR EXCEEDED FUNDS AVAILABLE. IT WAS DETERMINED THAT THE BRIDGE COULD BE SALVAGED BY MAJOR RECONSTRUCTION. SINCE THE BRIDGE WILL SATISFACTORILY HANDLE THE PROJECTED TRAFFIC$ IT WAS DETERMINED THAT THIS PROVIDED THE MOST EFFICIENT USE OF THE TAX DOLLARS AVAILABLE. N .- - -_ - -- - -._JUN 66__— __.___-- __. —__ .. ._.,) •s.F A_ .�., ,,...... rte. 'A i•aj`. i-�V.`, �. IL JUN 66 JUN {R wr 1 i. CONDITION OF TYPICAL DETERIORATED PILE PRIOR TO _PROJECT. TYPICAL CONDITION OF REINFORCING STEEL REMOVED FROM DETERIORATED PILES TYPICAL PILES AFTER BAD CONCRETE HAS BEEN CHIPPED AWAY, REBAR SANDBLASTED CLEAN OR REPLACED AND MORTAR COVER HAS BEEN BUILT UP. Return to: City Clerk M. Schrouder City of Newport Beach > -� 3300 W. Newport Blvd. Newport Beach, California NOTICE OF COMPLETION PUBLIC WORKS BOOK7944 a n't91 I. n=. VrtDEO AT REQUEST O MTV OF NEWPORT &EACN IN OFFICIAL f%CCORDS Of ORANGE COUNTY, CALIF. 9:05 AM MAY 27 1966 L IM E CARLYLL County Recerde, PT To All Laborers and Material Men and to Every Other Person Interested: YOU WILL PLEASE TAKE NOTICE that on March 15, 1966 , the Public Works project consisting of Piling repair of Marine Avenue and Park Avenue Bridges on which R. M. Skannes & John A. Artukovich Sons. Inc. was the contractor, and United Pacific Insurance CcmpanV was the surety, was completed. CITY OF NEWPORT BEACH Director 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 May 26, 1965 at Newport Beach, California. i, the undersigned, say: Deputy I am the /City Clerk of the City of Newport Beach; the City Council of said City on May 23, 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 May 26. 1966 at Newport Beach, California. .- r- rcTT ?r CITY Of NEWpaRl BEACH,, CL ER A< 0 CONTRACT NO. 849 CITY OF NEWPORT BEACH CONTRACT DOCUMENTS FOR THE PILING REPAIR OF MARINE AVENUE AND PARK AVENUE BRIDGES (REVISED CONTRACT) APPROVED SY THE CITY COUNCIL ON THIS 24TH DAY OF MAY, 1965 CIT 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 10:30 A.M. ON THE 23RD DAY OF .JUNE, 1965, AT WHICH TIME THEY WILL BE PUBLICLY OPENED AND READ, FOR PERFORMING WORK AS FOLLOWS: NO BID WILL BE RECEIVED WORKS DEPARTMENT. LACH DER'S BOND MADE PAYABLE LEAST 10 PERCENT OF THE TO WHOM THE CONTRACT IS THE PILING REPAIR OF MARINE AVENUE AND PARK AVENUE BRIDGES (C -849) (REVISED) UNLESS IT IS MADE ON A PROPOSAL FORM FURNISHED BY THE PUBLIC BID MUST BE ACCOMPANIED BY CASH, CERTIFIED CHECK, OR BID - TO THE CITY OF NEWPORT BEACH, FOR AN AMOUNT EQUAL TO AT AMOUNT BID, SUCH GUARANTY TO BE FORFEITED SHOULD THE BIDDER AWARDED FAIL TO ENTER INTO THE CONTRACT. IN 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 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 RESOL- UTION No. 5729. A COPY OF SAID RESOLUTION 15 AVAILABLE IN THE OFFICE OF THE CITY CLERK IN THE CITY OF NEWPORT BEACH. ALL BIDS ARE TO BE COMPARED ON THE BASIS OF THE ENGINEERS ESTIMATE OF THE QUANTI- TIES OF WORK TO BE DONE. NO BID WILL BE ACCEPTED FROM A CONTRACTOR WHO HAS NOT BEEN LICENSED IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 9, DIVISION III OF BUSINESS AND PROFESSIONS' CODE. PLANS AND SPECIFICATIONS, FORMS OF PROPOSAL, BONDS, AND CONTRACT MAY BE OBTAINED AT THE PUBLIC WORKS DEPARTMENT, CITY HALL, NEWPORT BEACH, CALIFORNIA. A NON- REFUNDABLE CHARGE OF $2.00 WILL BE REQUIRED FOR EACH SET OF STANDARD SPECIF- ICATIONS. 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 SUCH BIDS. CITY OF NEWPORT BEACH, CALIFORNIA MARGERY SCHROUDER, CITY CLERK 0 PROPOSAL CONTRACT N0. 849 (REVISED) TO THE HONORABLE CITY COUNCIL CITY OF NEWPORT BEACH CALIFORNIA 46 THE UNDERSIGNED DECLARES THAT HE HAS CAREFULLY EXAMINED THE LOCATION OF THE PRO- POSED WORK, THAT HE HAS EXAMINED THE PLANS AND SPECIFICATIONS, AND READ THE ACCOMPANY- ING INSTRUCTIONS TO BIDDERS, AND HEREBY PROPOSES TO FURNISH ALL MATERIALS AND DO ALL WORK REQUIRED TO COMPLETE THE PILING REPAIR OF MARINE AVENUE AND PARK AVENUE BRIDGES, CONTRACT N0. 849, AS SHOWN ON CITY OF NEWPORT BEACH DRAWING N0. R- 5009 -5, IN ACCORDANCE WITH THE PLANS, STANDARD SPECIFICATIONS, AND SPECIAL PROVISIONS, AND THAT HE WILL TAKE IN FULL PAYMENT THEREFOR THE FOLLOWING UNIT PRICES FOR EACH ITEM COMPLETE IN PLACE, TO WIT: ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL N0. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 90 EACH 2 30 EACH 3 2 EACH 4 100 POUNDS REPAIR PILES OF MARINE AVENUE BRIDGE ® TWO HUNDRED SEVENTY Im ACH REPAIR PILES OF PARK AVENUE BRIDGE OLLARS AND CENTS $ 270.00 $ 24,300.00 TWO HUNDRED NINETY DOLLARS AND NO CENTS $ 290.00 $ 8,700.00 EACH REPAIR PILE CAPS OF PARK AVENUE BRIDGE 0 ONE THOUSAND DOLLARS AND No CENTS $ 1,000.00 $ 2,000.00 EACH REPLACE MAIN STEEL REINFORCEMENT 8 FIVE DOLLARS AND NO CENTS $ 5.00 $ 500.00 PER POUND 0 46 PR -2 ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL No. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE 5 600. REPAIR DECKING OF PARK AVENUE SQ. FT. BRIDGE Q TWO DOLLARS AND No CENTS $ 2.00 $ 1,200.00 PER SQUARE FOOT TOTAL PRICE WRITTEN IN WORDS THIRTY -SIX THOUSAND SEVEN HUNDRED DOLLARS AND No CENTS TOTAL $ 36,700.00 ALTERNATE BID I -A 90 REPAIR PILES ON MARINE AVENUE EACH BRIDGE WITH POURED -IN -PLACE CONCRETE DOLLARS AND CENTS $ $ EACH 2 -A 30 REPAIR PILES ON PARK AVENUE EACH BRIDGE WITH POURED -IN -PLACE CONCRETE DOLLARS AND CENTS $ $, EACH ALTERNATE TOTAL PRICE WRITTEN IN WORDS BIDDER TO INCLUDE TOTAL OF ITEMS I -A, 2 -A, 3, 4, AND 5) NO BID DOLLARS AND ALTERNATE CENTS TOTAL $ NO BID V 0 a THE UNDERSIGNED AGREES THAT IN CASE OF DEFAULT IN EXECUTING THE REQUIRED CONTACT WITH NECESSARY BONDS WITHIN TEN 0 0) DAYS, NOT INCLUDING SUNDAY, AFTER HAVING RECEIVED NOTICE THAT THE CONTRACT IS READY FOR SIGNATURE, 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 CONTRACTORS, LICENSE No. 22667 -A 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 15 BOND CASH, CERTIFIED CHECK, CASHIER'S.CHECK OR BOND) IN AN AMOUNT NW LESS THAN 10 PERCENT OF THE TOTAL BID PRICE. 213- 636 -3247 PHONE NUMBER JUNE 23, 1965 DATE 16200 ATLANTIC AVENUE PARAMOUNT, CALIFORNIA BIDDER'S ADDRESS R. M. SKAMNES & JOHN A. ARTUKOVKCH SONS IN — JOINT VENTURE BI R'S NAME (SEAL) /5/ R. M. SKAMNES AUTHORIZED SIGNATURE ,!Jk Ai BUT HOJt IZ5D IG,{IATURE O = try Kc+'k JOINT VENTURE TYPE OF ORGANIZATION (INDIVIDUAL, CORPORATION, COPARTNERSHIP) LISTBELOW NAMES OF PRESIDENT, SECRETARY, TREASURER AND MANAGER IF A CORPORTATION AND NAMES OF ALL COPARTNERS IF A COPARTNERSHIP: R. M. SKAMNES JOHN A. ARTUKOVKCH, JR. BARBARA ARTUKOVICH INDIVIDUAL PRESIDENT SECRETARY MPAGE 3 DESIGNATION OF SUB - CONTRACTORS THE UNDERSIGNED CERTIFIES THAT HE HAS USED THE SUB -BIDS OF THE FOLLOWING LISTED CONTRACTORS IN MAKING UP HIS BID AND THAT THE SUB' - CONTRACTORS LISTED WILL BE USED FOR THE WORK FOR WHICH THEY BIDS SUBJECT TO THE APPROVAL OF THE CITY ENGINEER) AND IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE SPECIFJCATIONS. NO CHANGE MAY BE MADE IN THESE SUB - CONTRACTORS EXCEPT UPON THE PRIOR APPROVAL OF THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH. ITEM OF WORK SUB- CONTRACTOR ADDRESS 1. GUNITE 2. 3- 4. 5- 6. R. M. SKAMNES & JOHN A. ARTUKOVICH SONS INC. - A JOINT VENTURE BID S, NAME R. M. SKAMNES / JOIINT.VEN"gylcH SONS. INC. YPE OF ORGANIZATION (INDIVIDUALS COPARTNERSHIP OR CORPORATION) 16200 ATLANTIC AVENUE PARAMOUNT, CALIFORNIA ADDRESS PAGE 4 BIDDER'S BOND TO ACCOMPANY PROPOSAL KNOW ALL MEN BY THESE PRESENT, THAT WE, R. M. SKAMNES & JOHN A. ARTUKOVICH SONS, INC. , AS PRINCIPAL, A JOINT VENTURE AND UNITED PACIFIC INSURANCE COMPANY AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, CALIFORNIA, IN THE SUM OF TEN PERCENT OF AMOUNT BID DOLLARS (p 10% ), LAWFUL MONEY OF THE UNITED STATES FOR THE PAYMENT OF WHICH SUM WELL AND TRULY TO BE.MADE, WE BIND OURSELVES, JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENTS. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH, THAT IF THE PROPOSAL OF THE ABOVE BOUNDEN, PRINCIPAL FOR THE CONSTRUCTION OF PILING REPAIR OF MARINE AVENUE AND PARK AVENUE BRIDGES (REVISED CONTRACT). IN THE CITY OF NEWPORT BEACH, IS ACCEPTED BY THE CITY COUNCIL OF SAID CITY, AND IF THE ABOVE BOUNDEN PRINCIPAL SHALL DULY ENTER INTO AND EXECUTE A CONTRACT FOR SUCH CONSTRUCTION AND SHALL EXECUTE AND DELIVER THE TWO (2) BONDS DESCRIBED IN THE "NOTICE INVITING BIDS" WITHIN TEN (10) DAYS (NOT INCLUDING SUNDAY) FROM THE DATE OF THE MAILING OF A NOTICE TO THE ABOVE BOUNDEN PRINCIPAL BY AND FROM SAID CITY OF NEWPORT BEACH THAT SAID CONTRACT IS READY FOR EXECUTION, THEN THIS OBLIGATION SHALL BECOME NULL AND VOID; OTHERWISE IT BE AND REMAIN IN FULL FORCE AND EFFECT, AND THE AMOUNT SPECIFIED HEREIN SHALL BE FORFEITED TO THE SAID CITY. IN WITNESS WHEREOF, WE HEREUNTO SET OUR HANDS AND SEALS THIS 23RD DAY i OF JUNE , 1965 . R. M. SKAMNES AND JOHN A. ARTUKOVICH SONS, INC., CORPORATE SEAL (IF CORPORATION) A JOINT TURE P PAL (ATTACH ACKNOWLEDGEMENT OF. .. Y: S R. M. SKAMNES ATTORNEY IN FACT) 7`- r rt J.0 P `a Ol, N . UNITED PACIFIC INSURANCE COMPANY SURETY (SEE ORIGINAL COPY FOR ACKNOWLEDGEMENT) BY E. SCOTT, ATTORNEY -IN -FACT (SEAL) TITLE 0 El PAGE 5 LABOR AND MATERIAL BOND No. B 482324 Premium for this bond included in charge for Performance Bond. KNOW ALL MEN BY THESE PRESENTS, THAT WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED JUNE 28, 1965 HAS AWARDED TO R. M. SKAMNES AND JOHN A. ARTUKOVICH SONS, INC., A JOINT VENTURE HEREINAFTER DESIGNATED AS THE "PRINCIPAL", A CONTRACT FOR THE PILING REPAIR OF MARINE AVENUE AND PARK AVENUE BRIDGES (REVISED CONTRACT IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFICA- TIONS AND OTHER CONTRACT DOCUMENTS ON FILE IN THE OFFICE OF THE CITY CLERK. WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF REQUIRE THE FURNISHING OF A BOND WITH SAID CONTRACT, PROVIDING THAT IF SAID PRINCIPAL OR,.ANY OF HIS OR ITS SUBCONTRACTORS) SHALL FAIL TO PAY FOR ANY MATERIALS, PROVISIONS, PROVENDER OR OTHER SUPPLIES OR TEAMS USED IN, UPON, FOR OR ABOUT THE PERFORMANCE OF THE WORK AGREED TO BE DONE, OR FOR ANY WORK OR LABOR DONE THEREON OF ANY KIND, THE SURETY ON THIS BOND WILL PAY THE SAME TO THE EXTENT HEREINAFTER SET FORTH: NOW, THEREFORE, WE R M SKAMNES AND JOHN A ARTUKOVICH SONS INC. A Joint Venture AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE CONTRACTOR AND UNITED PACIFIC INSURANCE OM NY AS SURETY, ARE HELD FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF EIGEUTEN-2HOUSAND, THREE HUNDRED FIFTY DOLLARS ($ 181350.00 )z 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 SUBCONTRAC- TORS, 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 AMOUNTS DUE UNDER THE UNEMPLOYMENT INSURANCE CODE WITH RESPECT TO SUCH WORK OR LABOR, THAT THE SURETY OR SURETIES WILL PAY FOR THE SAME, IN AN AMOUNT NOT EXCEEDING THE SUM SPECIFIED IN THE BOND, AND ALSO, IN CASE SUIT IS BROUGHT UPON THE BOND, A REASONABLE ATTORNEY S FEE, TO BE FIXED BY THE COURT, AS REQUIRED BY THE PROVISIONS OF SECTION 4204 OF THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA. l i 0 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. IN WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL AND SURETY ABOVE NAMED, ON THE 1St . DAY OF July , 1965 . R. M. SKAMNES AND JOHN A. ARTUKOVICH SONS, IN , A JOINT VENTeAUA B AL) M. Skarnes, Jt-., Ve►gp" r C0 6T ACT R ®y v atuKOV.c�i J2 } � UNITED PACvfd �IN URACE`CO NY r' EAL By: APPROVED AS TO FORM: CITY AT RNEY �. THIS BOND WAS APPROVED BY THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH BY MOTION ON DATE ATTEST: ITY ULERK (SEAL) E. Scott, Attorney- in -Fac ;SEAL) SURETY State of California I caant r of Los Angeles I ss: On July 1, 1965 ' before me, the undersigned, a Notary Public in and for said County, personally appeared E. $Cott known to me to be the person whose name is subscribed to the within instrument as Attorney. in - Fact of UNITED PACIFIC INSURANCE COMPANY, and acknowledged to me that She subscribed the name of UNITED PACIFIC INSURANCE COMPANY, as Surety, and h--= own name as Attorney-i n- act. .•.•..... .... • ........ • .. ..... ......n, .'� 1-0: I.c CLLLS COUNTY = n ire 1 My Commission expires 19_ / Notary Public Tn and for said B -2004 California - Jurat (Attomey -in -Fact Acknowledgment) Rev. 1 -65• a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared. ..... ...... .....IN........ KAII�YES ................ fOIkNT known R; �[r;on w s if,.S�' *is J s r be to th th VICH SONS SONS, for and on behalf and as a member of therapasi"u p of.._ M. rr.... f ..... a ..... joint ...... . CJlta re ................... .. ............. ............. ........ and duly acknowledged to me that he executed the same on behalf of said sapwl:awo6ip. JOINT VENTURE WITNESS my hand and official seal. Notary Public fn and d County and State. NO. QM -LAW "S. CO., �” s•a sso. U. s. Per, ernes E. SCOTT My Conuniscian Expires Dooxwbar 11, 19" JOINT VENTURE JI1rR7 WMW ACSNOW=GMNT j OFFICIAL SEAL 5 f t E. SCOTT CA-[, IFOWV. IA r. NOTP.R',rti-:..!c c.,LIFORNIA =: STATE OF .------ -.__------ _.---- .......... E .; i PRINUPAL OFFICE IN ss. o+ ,o LOS AivCi r=LES CUUNTY COUNTY OF_._- I.OS... ANGELES .. ,,.. ,,,,,,,,,,,,,,,,,,, „,,,,,,,,,,,,,,,,,,,,,,,,,.... ............... Cn this ..... 1-St ............ day of ............... . 111y ............. ................... 19 6.5-, before me, .._..'E ...... S -C Olt t..------------------------------------------------ a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared. ..... ...... .....IN........ KAII�YES ................ fOIkNT known R; �[r;on w s if,.S�' *is J s r be to th th VICH SONS SONS, for and on behalf and as a member of therapasi"u p of.._ M. rr.... f ..... a ..... joint ...... . CJlta re ................... .. ............. ............. ........ and duly acknowledged to me that he executed the same on behalf of said sapwl:awo6ip. JOINT VENTURE WITNESS my hand and official seal. Notary Public fn and d County and State. NO. QM -LAW "S. CO., �” s•a sso. U. s. Per, ernes E. SCOTT My Conuniscian Expires Dooxwbar 11, 19" 0 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS THAT, WHEREAS, THE CITY p ADOPTED JUNE LU 40 PAGE 7 No. B 482434 Premium: $ 275.00 IL OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION HAS AWARDED TO R. M. SKAMNES AND JOHN A. ARTUKOVICH SONS INC. A JOINT VENTURE HEREINAFTER DESIGNATED AS THE "PRINCIPAL") A CONTRACT FOR THE PILING REPAIR OF MARINE AVENUE AND PARK AVENUE BRIDGES (REVISED CONTRACT) 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 C!TY OF NEWPORT BEACH- WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF REQUIRE THE FURNISHING A BOND FOR THE FAITHFUL PERFORMANCE OF SAID CONTRACT, NOW, THEREFORE, WE, R M SKAMNES AND JOHN A. ARTUKOVICH SONS INC. A JOINT VENTURE AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE "CONTRACTOR" AND UNITED PACIFIC INSURANCE COMPANY AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM of EI6t3TEEN THOUSAND. THREnadOO LFAIRFTY AND $ 350/00 3 ), SAID SUM BEING EQUAL TO 50,$ 6YF TW'ESTIMATED AMOUNT OF THE CONTRACT, TO BE PAID TO THE SAID CITY OR ITS CERTAIN ATTORNEY, ITS SUCCESSORS, AND ASSIGNS; FOR WHOCH 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 AN)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 VIRTUE. 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 ISt DAY OF JULY , 1965-- R. M. SKAMNES AND JOHN A. APPROVED AS TO FORM: CITY AT RNEY t i i ARTUKOVICH SONS INC.. A JT. VENTURE (SEAL) By- �^�- ''SEAL) A C 3 t. V gPEA L) 97 C N r4e lJcK .I 2. P o '. �Clk X)ieTIIK.:t,r(4 Sa TAC UNITED C P Y (SEAL) By: >l° a CY_ (SEAL) SURETY Scott, Attorney -in -Fact State of California t County of LOS ANGELES On July 1, , 1965 before me, the undersigned, a Notary Public in and for said County, personally appeared E r $anit known to me to be the person whose name is subscribed to the within instrument as Attorney -in -Face of UNITED PACIFIC INSURANCE COMPANY, and acknowledged to me that She subscribed the name of UNITED PACIFIC INSURANCE COMPANY, as Surety, and h—jr own name as Attorney -in - Fact. 1 TY My Corr. rn 'i My Commission expires 19_ Notary Public in and for said Cou B -2004 California - Jurat (Attomey -in -Foci Acknowledgment) Rev. 1 -65 JOINT VENTURE ....... ..'"".....QFFICIAL 9EAL mm m Pj%vXMM TICXlOWL6AGM£N! -�,• E. SCOTT CALIFORNIA <;t1" .a.., NOTARY FU3L1�. CALIFORNIA 2 STATE OF.._...._.._...._._..___.._ ..... ..............._...__....... - -- _. - . ` PRINCIPAL OFFICE LOS ANGELES COUNTY COUNTY OF .... LOS ... ANGELES ......................... .------- . i On this ....... ls.t ........... day of ............ .. ............................... 19 .65, before me, ....... . Ft....... SCOtt..._......_. _..._...._....._.---------------- a Notary Public in and far said County and State, residing therein, duly commissioned and sworn, personally appeared............ .................... known to me to be the person whose name is subscribed to the within instrument JOINT VENTURE IL N. SKAMNEf & JOHN A, ARTUK0VICH SONS for and on behalf and as a member of the eo�aariexahiP of.... ................... ...__. VCIItUI'C and duly acknowledged to me that he executed the same on behalf of said ceperh,emmlr. JOINT VENTURE WITNESS my hand and official seal, Notary Public in and for County and State. �- no. Sezt - LAW era. co.. E. SCOTT Je'� see. u, e. .^r, ernes My C MMission Expires peceffibW 11, 196& PAGE 9 NON- COLLUSION AFFIDAVIT THE BIDDERS, BY ITS OFFICERS AND AGENTS OR REPRESENTATIVES PRESENT AT THE TIME OF FILING THIS BIDP BEING DULY SWORN ON THEIR OATHS SAYS THAT NEITHER THEY NOR ANY OF THEM, HAVE IN ANY WAY, DIRECTLY OR INDIRECTLY, ENTERED INTO ANY ARRANGEMENT OR AGGREMENT WITH ANY OTHER BIDDERS OR WITH ANY PUBLIC OFFICER OF SUCH CITY OF NEWPORT BEACH WHEREBY SUCH AFFIANT OR AFFIANTS OR EITHER OF THEM, HAS PAID OR IS TO PAY TO SUCH BIDDER OR PUBLIC OFFICER ANY SUM OF MONEY, OR HAS GIVEN OR IS TO GIVE TO SUCH OTHER BIDDER OR PUBLIC OFFICER ANYTHING OF VALUE WHATEVER, OR SUCH AFFIANT OR AFFIANTS OR EITHER OF THEM HAS NOT DIRECTLY OR INDIRECTLY ENTERED INTO ANY ARRANGEMENT OR AGREEMENT WITH ANY OTHER BIDDER OR BIDDERS, WHICH TENDS TO OR DOES LESSEN OR DESTROY FREE COMPETITION IN THE LETTING OF THE CONTRACT SOUGHT FOR BY THE ATTACHED BIDS; THAT NO BID HAS BEEN ACCEPTED FROM ANY SUBCONTRACTOR OR MATERIALMAN THROUGH ANY BID DEPOSITORY THE BYLAWS RULES OR REGULATIONS OF WHICH PROHIBIT OR PREVENT THE CONTRACTOR FROM CONSIDERING ANY BID FROM ANY SUBCONTRACTOR OR MATERIALMAN WHICH IS NOT PROCESSED THROUGH SAID BID DEPOSITORY) OR WHICH PRE- VENT ANY SUBCONTRACTOR OR MATERIALMAN FROM BIDDING TO ANY CONTRACTOR WHO DOES NOT USE THE FACILITIES OF OR ACCEPT BIDS FROM OR THROUGH SUCH BID DEPOSITORY; THAT NO INDUCEMENT OR ANY FORM OR CHARACTER OTHER THAN THAT WHICH APPEARS UPON THE FACE OF THE BID WILL BE SUGGESTED, OFFERED PAID OR DELIVERED TO ANY PERSON WHOMSOEVER TO INFLUENCE THE ACCEPTANCE OF THE SAID BID OR AWARDING OF THE CONTRACT, NOR HAS THIS BIDDER ANY AGREEMENT OR UNDERSTANDING OF ANY KIND WHATSOEVER; WITH ANY PERSON WOMSOEVER TO PAY, DELIVER TO, OR SHARE WITH ANY OTHER PERSON IN ANY WAY OR MANNER, ANY OF THE PROCEEDS OF THE CONTRACTS SOUGHT BY THIS BID. R. hIL SKAMNES And JOHN A. ARTUKOVIC14 SONS. INC. P. O. Box 337 P ;mount California SUBSCRIBED AND SWORN TO BEFORE ME BY THIS 4- DAY OF ) 196? MY COMMISSION EXPIRES: q.lU' .)`3, l Qfc'7 OTARY Y L C GEORGE J. JiitiSEN PAGE 10 BIDDER'S STATEMENT OF FINANCIAL RESPONSIBILITY TECHNICAL ABILITY AND EXPERIENCE (THE BIDDER IS REQUIRED TO STATE WHAT WORK OF A SIMILAR CHARACTER TO THAT INCLUDED IN THE PROPOSED CONTRACT HE HAS SUCCESSFULLY PERFORMED AND GIVE REFERENCE WHICH WILL ENABLE THE CITY COUNCIL TO JUDGE HIS RESPONSIBILITY, EXPERIENCE, SKILL AND BUSINESS STANDING.) THE UNDERSIGNED SUBMITS HEREWITH A STATEMENT OF HIS FINANCIAL RESPONSIBILITY. THE UNDERSIGNED SUBMITS BELOW A STATEMENT OF THE WORK OF SIMILAR CHARACTER TO THAT INCLUDED IN THE PROPOSED CONTRACT WHICH HE HAS SUCCESSFULLY PERFORMED. SIGNED PAGE II C 0 N T_ R A C T_ THIS AGREEMENT, MADE AND ENTERED INTO THIS DAY OF , I96s-, BY AND BETWEEN THE CITY OF NEWPORT BEACH, CALIFORNIA, HEREINAFTER DESIGNATED AS THE CITY, PARTY OF THE FIRST PART, AND R.M. SKAMNES & JOHN A. ARTUKOVICH SONS, INC., A JOINT ENTURE HEREINAFTER DESIGNATED AS THE CONTRACTOR, PARTY OF THE SECOND PART. WITNESSETH: THAT THE PARTIES HERETO DO MUTUALLY AGREE AS FOLLOWS I. FOR AN IN CONSIDERATION OF THE PAYMENTS AND AGREEMENTS HEREINAFTER MENTIONED TO BE MADE AND PERFORMED BY THE CITY, THE CONTRACTOR AGREES WITH THE CITY TO FURNISH ALL MATERIALS AND LABOR FOR THE CONSTRUCTION OF THE PILING REPAIR OF MARINE AVENUE AND PARK AVENUE BRIDGES (REVISED CONTRACT) AND TO PERFORM AND COMPLETE IN A GOOD AND WORKMANLIKE MANNER ALL THE WORK PERTAINING THERETO SHOWN ON THE PLANS AND SPECIFICATIONS THEREFOR; TO FURNISH AT HIS OWN PROPER COST AND EXPENSE ALL TOOLS, EQUIPMENT, LABOR AND MATERIALS NECESSARY THEREFOR, (EXCEPT SUCH MATERIALS, IF ANY, AS IN THE SAID SPECIFICATIONS ARE STIPULATED TO BE FURNISHED BY THE CITY), AND TO DO EVERYTHING REQUIRED BY THIS AGREEMENT AND THE SAID PLANS AND SPECIFICATIONS. Z• FOR FURNISHING ALL SAID MATERIALS AND LABOR, TOOLS AND EQUIPMENT, AND DOING AIL 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 CITY HEREBY PROMISES AND AGREES WITH THE SAID CONTRACTOR TO EMPLOY, AND DOES HEREBY EMPLOY THE SAID CONTRACTOR TO PROVIDE THE MATERIALS AND TO DO THE WORK ACCORDING TO THE TERMS AND CONDITIONS HEREIN CONTAINED AND REFERRED TO FOR THE PRICE AFORESAID, AND HEREBY CONTRACTS TO PAY THE SAME AT THE TIME, IN THE MANNER AND UPON THE CONDITIONS SET FORTH IN THE SPECIFICATIONS; AND THE SAID PARTIES FOR THEMSELVES, THEIR HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS AND ASSIGNS•, DO HEREBY AGREE TO THE FULL PERFORMANCE OF THE COVENANTS HEREIN CONTAINED. 4. THE. NOTICE TO BIDDERS, INSTRUCTIONS TO BIDDERS, CONTRACTOR'S PROPOSAL, AND THE PLANS AND SPECIFICATIONS, AND ALL AMENDMENTS THEREOF, WHEN APPROVED BY THE PARTIES HERETO, OR WHEN REQUIRED BY THE CITY IN ACCORDANCE WITH THE PROVISIONS OF THE PLANS AND SPECIFICATIONS, ARE HEREBY INCORPORATED IN AND MADE PART OF THIS AGREEMENT- PAGE 12 5. THE CONTRACTOR SHALL ASSUME THE DEFENSE OF AND INDEMNIFY AND SAVE HARMLESS THE CITY,. THE DIRECTOR OF PUBLIC.WORKS,.AND THEIR OFFICERS AND EMPLOYEES, FROM ALL CLAIMS, LOSS, DAMAGE, INJURY AND LIABILITY OF EVERY KIND, NATURE AND DESCRIPTION, DIRECTLY OR INDIRECTLY ARISING FROM THE PERFORMANCE OF THE CONTRACT OR WORK, REGARD- LESS OF RESPONSIBILITY FOR NEGLIGENCE; AND FROM ANY AND ALL CLAIMS, LOSS, DAMAGE, INJURY AND LIABILITY, HOWSOEVER THE SAME MAY BE CAUSED, RESULTING DIRECTLY OR IN- DIRECTLY FROM'THE NATURE OF THE WORK COVERED BY THE CONTRACT, REGARDLESS OF RE- SPONSIBILITY FOR NEGLIGENCE.- IN WITNESS WHEREOF, THE PARTIES HERETO HAVE CAUSED THIS CONTRACT TO BE EXECUTED THE DAY AND YEAR FIRST ABOVE WRITTEN. CITY OF NEWPORT BEACH, CALIFORNIA BY ( /' MAYOR ATTEST: CITY CLERK R. M. SKAMNES AND JOHN A. ARTUKOVICH SONS, INC., a Joint Venture CONTRACTOR (SEAL) BY �' R. M. Skamnes. a Joint Venturer TITLE BY v N ,y_ P�.2TUKCy.ck� J2, �QC?i, TITLE ©r C'd =Lµ -v PA APPROVED AS TO FORM: j�— C CITY ATT EY JOINTURE �—^^ ' OFFICIAL sfAL _PjLj3ffjW ACKNOWLEDGKNS E. SCOTT N-IFORNIA CAtIFORNIA = y PRINCIPAL OFFICE IN STATEOF......._......_...__.._..__ ........ .............. ...._...._-----._ ,`S LOS AN COUNTY COUNTY OFLAS._ ANGELES .... ............_..........._...... On this.__. 1.S.t1.. ......... day of_..__ --- J.n 13f ................................... 19 .65, before me, ..--_ Fr`•--- �^''.%. Q_ L_ �e...._....------------------ ----- -- - - - - -- a Notary Public in and for said County and Slate, residing therein, duly commissioned and sworn, personally appeared............ R, Skae meS known to me to be the person whose name is subscribed to the within instrument T�'�` R M SKAMNES & JOAN A. ARTUKOVICH for and on behalf and as a member of the ccotoediee��- --- -8_ --- jo-in •.....Y@IIture.._._..___---- t and duly acknowledged to me that he executed the same on behalf of said �pmtrn.�rsifile 8 JOINT VENTURE WITNESS my hand and official seal, C_ - ----....._..-------- ------- --. _._....--- Notary Public in and d County and State. li, _..�• NQ. COR1 —LAW RQ, CQ.. � � SUU f 1 �•� wee, u. a. •Ar, OOM" My Cwna "an L M M Deo va*.I1, 19" CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS FOR THE PILING REPAIR OF MARIA AVENUE AND SCOPE OF WORK THE WORK CONSISTS OF FURNISHING ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND TRANSPOR- TATION NECESSARY TO REPAIR AND RESTORE THE EXISTING REINFORCED CONCRETE PILES OF THE MARINE AVENUE AND PARK AVENUE BRIDGES AS SHOWN ON THE CITY OF NEWPORT BEACH DRAWING No. R- 5009 -S AND TO COMPLETE OTHER CONCRETE REPAIR AND INCIDENTAL WORK AS REQUIRED, ALL IN ACCORDANCE WITH THE PLANS, THE STANDARD SPECIFICATIONS OF THE CITY OF NEWPORT BEACH, AND THESE SPECIAL PROVISIONS. 2. TIME OF COMPLETION THE CONTRACTOR SHALL COMPLETE THE WORK WITHIN 120 CALENDAR DAYS FROM SEPTEMBER 13,1965. 3. EXAMINATION OF JOB SITE THE CONTRACTOR SHALL CAREFULLY EXAMINE THE JOB SITES AND EACH BRIDGE TO EVALUATE AND DETERMINE THE EXTENT AND AMOUNT OF WORK THAT WILL BE NECESSARY TO ACCOMPLISH THE NECESSARY REPAIRS. THE ENGINEER RESERVES THE RIGHT TO INCREASE OR DECREASE THE NUMBER OF PILES TO BE REPAIRED AS LISTED IN THE PROPOSAL. 4. CONSTRUCTION DETAILS THE WORK ON THE EXISTING REINFORCED CONCRETE PILES INCLUDES REMOVING AND REPLACING THE EXISTING CONCRETE WITH AIR -BLOWN CONCRETE MORTAR: (A) CONCRETE REMOVAL: THE CONTRACTOR SHALL REMOVE ALL UNSOUND OR $PALLED CONCRETE. ALL QUESTION- ABLE AREAS SHALL BE SOUNDED FOR LOOSE CONCRETE OR PARTLY DEVELOPED SPALLING BY THE USE OF CHIPPING HAMMERS, HAND SLEDGES, OR OTHER APPROVED MEANS. ALL DEBRIS SHALL BE REMOVED FROM THE JOB SITE AND DISPOSED OF BY THE CONTRACTOR. THE CITY DISPOSAL AREA LOCATED AT 19TH AND WHITTIER WILL BE AVAILABLE TO THE CONTRACTOR FOR THIS PURPOSE. (B) STEEL REMOVAL AND REPLACEMENT: THE REINFORCING STEEL SHALL BE CLEANED FREE OF ALL SCALE, RUST, AND ALL OTHER FOREIGN MATTER. THE MAIN STEEL WILL BE REPLACED ONLY IF IT HAS DETERIORATED MORE THAN 50% OF ITS ORIGINAL CROSS- SECTIONAL AREA, AS DETERMINED BY THE ENGINEER. WHERE REINFORCEMENT REMOVAL IS REQUIRED, THE CONCRETE SHALL BE REMOVED 2 INCHES BEYOND THE WELD JOINT AND A MINIMUM OF 1/4„ RADIALLY FROM THE BAR FOR INSPECTION OF WELD. THE EXISTING SQUARE BARS SHALL BE REPLACED BY ROUND DEFORMED BARS THAT ARE OF EQUIVALENT CROSS SECTIONAL AREA. SP -2. 4. CONSTRUCTION DETAILS (CONTD) NEW BARS SHALL BE WELDED BY USING A SINGLE OR DOUBLE "V" BUTT JOINT. THE PAYMENT LENGTH FOR REINFORCING STEEL REPLACED SHALL BE FROM CENTER LINE TO CENTER LINE OF WELDS. THE CONTRACTOR SHALL PLACE NEW REINFORCEMENT HOOPS WITHIN THE PILE AREA TO BE RECONSTRUCTED. THE CONTRACTOR SHALL HAVE THE OPTION OF USING EITHER NO. 5 WIRE HOOPS AT 4 -INCH PITCH WRAPPED AROUND THE CORE, OR 8 X 8 X 6 X 6 GALVANIZED WELDED WIRE FABRIC. THE PAYMENT FOR THE NEW HOOPS OR FABRIC WILL BE INCLUDED IN THE UNIT PRICE PAID PER PILE REPAIRED. (C) CONCRETE SURFACE PREPARATION: ALL AREAS TO RECEIVE CONCRETE MORTAR REPAIR SHALL BE THOROUGHLY CLEANED OF ALL MARINE GROWTH, OILS GREASE, LOOSE MATERIALS AND OTHER FOREIGN MATERIAL. THE FINAL METHOD OF CLEANING THE SURFACES TO WHICH NEW CONCRETE MORTAR IS TO BE BONDED SHALL BE WET OR DRY SANDBLASTING, FOLLOWED BY WASHING WITH AN AIR -WATER JET. SANDBLASTING SHALL TAKE PLACE WITHIN THREE HOURS OF PLACING CONCRETE MORTAR. THE PREPARED SURFACES SHALL BE APPROVED BY THE ENGINEER PRIOR TO APPLICATION OF THE CONCRETE MORTAR. (D) CONCRETE REPLACEMENT: THE CEMENT USED FOR CONCRETE REPLACEMENT SHALL BE PORTLAND CEMENT TYPE V. NO ADMIXTURES WILL BE PERMITTED WITHOUT THE WRITTEN PERMISSION OF THE ENGINEER. THE FINE AGGREGATE SHALL CONFORM WITH THE FOLLOWING GRADATION: SIEVE SIZE PERCENTAGE PASSING SIEVES No. 4 98 -loo No. 8 70 -995 No. 16 60 -85 No. 30 45 -65 No. 50 15 -35 No. 100 0 -5 No. 200 0 THE CONTRACTOR SHALL APPLY AIR -BLOWN MORTAR TO REPLACE THE CONCRETE REMOVED BY THE PROCEDURE SPECIFIED IN SECTION 7 OF THESE SPECIAL PROVISIONS. IT WILL BE NECESSARY FOR THE CONTRACTOR TO SCHEDULE HIS WORK SO THAT NO CONCRETE AIR -BLOWN MORTAR IS PLACED UNDER WATER. THE FINISH SURFACE OF THE CONCRETE PILES SHALL HAVE A FLOAT FINISH. 5. MISCELLANEOUS REPAIRS TO PARK AVENUE BRIDGE THE PILE CAPS AT EACH END OF THE PARK AVENUE BRIDGE AND CERTAIN PORTIONS OF THE UNDER DECKING MARKED IN YELLOW ON THE BRIDGE ARE TO BE REPAIRED BY USE OF AIR -BLOWN MORTAR INSTALLED,BY THE SAME PROCEDURE AS SPECIFIED IN SECTIONS 3, 4, AND 7 OF THESE SPECIAL PROVISIONS. SP -3. 5. MISCELLANEOUS REPAIRS TO PARK AVENUE BRIDGE (CONTD) (A) PILE CAP REPAIR: THE CONTRACTOR SHALL INVESTIGATE THE DEGREE OF DETERIORATION OF CONCRETE ONLY FOR EACH PILE CAP AND MAKE ALL NECESSARY CONCRETE REPAIRS. (B) DECKING REPAIR: THE CONTRACTOR SHALL REMOVE THE SPA LLED CONCRETE, CLEAN THE EXISTING STEEL (3/8 INCH DIAMETER BARS AT 12 -INCH CENTERS) AS REQUIRED BY THE ENGINEER AND APPLY A 2g -INCH MINIMUM COVER OF AIR - 61_6WN MORTAR OVER THE REINFORCING STEEL. 6. PAYMENT ITEMS No. 1 AND 2 PILE REPAIR: THE UNIT PRICE PAID PER PILE REPAIRED WILL INCLUDE FULL COMPENSATION FOR DOING ALL WORK NECESSARY TO REPAIR AND RECONSTRUCT THE PORTIONS OF EACH BRIDGE PILE AS SHOWN ON THE PLANS AND AS SPECIFIED EXCEPT THAT SEPARATE PAYMENT WILL BE MADE FOR MAIN REINFORCING STEEL REPLACEMENT. ALL OTHER COSTS WILL BE INCLUDED IN LUMP SUM PRICE PER PILE REPAIRED) AND NO EXTRA PAYMENT WILL BE MADE. (SEE SECTION 16 OF THESE SPECIAL PROVISIONS.) ITEM No. 3 PILE CAP REPAIR: THE UNIT PRICE PAID PER PILE CAP REPAIRED (PARK AVENUE BRIDGE) WILL INCLUDE FULL COMPENSATION FOR DOING ALL WORK TO REPAIR AND RESTORE EACH PILE CAP BY THE USE OF AIR -BLOWN MORTAR OF THE PARK AVENUE BRIDGE. ITEM No. 4 MAIN STEEL REINFORCEMENT REPLACEMENT: THE UNIT PRICE PAID PER POUND OF REINFORCING STEEL SHALL INCLUDE FULL COMPENSATION. FOR THE MAIN REINFORCING STEEL IN PLACE. THE WEIGHTS WILL BE COMPUTED FROM THE TRUE LENGTHS AS MEASURED. (SEE SECTION 14 -13 OF STANDARD. SPECIFICATIONS.) THE PAYMENT FOR WELDING WORK WILL BE INCLUDED IN THE UNIT PRICE PAID FOR STEEL REPLACE- MENT. ONLY PAYMENT FOR MAIN STEEL REPLACEMENT IN THE PILES IS INCLUDED IN THIS ITEM; PAYMENT FOR ALL OTHER STEEL REPLACEMENT IS TO BE INCLUDED IN THE PRICE.PAID FOR OTHER ITEMS OF WORK. ITEM No. 5 DECKING REPAIRS: THE UNIT PRICE PAID PER SQUARE FOOT OF DECKING REPAIRS OF THE PARK AVENUE BRIDGE WILL INCLUDE FULL COMPENSATION FOR DOING ALL WORK TO APPLY AND INSTALL THE AIR - BLOWN MORTARI COMPLETE IN PLACE. WHERE APPLICABLE, THE PRICES BID FOR THE VARIOUS ITEMS OF WORK SHALL INCLUDE FULL COMPENSATION FOR ALL MATERIALS AND LABOR NECESSARY FOR THE ITEM, COMPLETE IN PLACE. PAYMENT FOR INCIDENTAL ITEMS OF WORK NOT SEPARATELY PROVIDED FOR IN THE PROPOSAL SHALL BE INCLUDED IN THE PRICE BID FOR OTHER ITEMS OF WORK. _J 7. AIR -BLOWN MORTAR CONSTRUCTION L SPA. AIR -BLOWN MORTAR SHALL BE A MIXTURE OF PORTLAND CEMENT AND FINE AGGREGATE WHICH IS MIXED DRYP CONVEYED BY AIR THROUGH A PIPE OR FLEXIBLE TUBE, AND APPLIED PNEUMATICALLY WITH CLEAN WATER BEING ADDED IMMEDIATELY PRIOR TO ITS EXPULSION FROM A NOZZLE OR OTHER SUITABLE MECHANISM ESPECIALLY MANUFACTURED FOR THE PURPOSE OF APPLYING CON- CRETE MORTAR PNEUMATICALLY. (A) MIXING: THE DRY MIXTURE SHALL CONSIST OF ONE PART PORTLAND CEMENT TO 4 PARTS FINE AGGREGATE, MEASURED BY EITHER VOLUME OR WEIGHT. THE FINE AGGREGATE SHALL BE THOROUGHLY DRIED AND KEPT CONTINUALLY DRY UNTIL MIXING. MIXTURES EXPOSED TO MOISTURE BEFORE BEING USED WILL BE REJECTED. (B) PLACING: THE AIR -BLOWN MORTAR SHALL BE PLACED ON AREAS WHICH HAVE BEEN SUFFICIENTLY WETTED TO PREVENT ABSORPTION FROM THE MORTAR. THE VELOCITY OF THE MATERIAL AS IT LEAVES THE NOZZLE SHALL BE MAINTAINED UNIFORM AND AT A RATE DETERMINED FOR THE GIVEN JOB CONDITIONS AND TO PRODUCE A MINIMUM REBOUND. A CONSTANT PRESSURE OF NOT LESS THAN 45 POUNDS PER SQUARE INCH SHALL BE MAINTAINED IN THE PLACING MACHINE WHERE THE BASE LENGTH OF THE HOSE IS 100 FEET OR LESS AND THE PRESSURE SHALL BE INCREASED AT LEAST 5 POUNDS PER SQUARE INCH FOR EACH ADDITIONAL 50 FEET OF HOSE OR FRACTION THEREOF. WATER USED FOR HYDRATION AT THE NOZZLE SHALL BE MAINTAINED AT A UNIFORM PRESSURES WHICH SHALL NOT BE LESS THAN 15 POUNDS PER SQUARE INCH GREATER THAN THE AIR PRESSURE AT THE MACHINE. MATERIALS THAT HAVE BEEN MIXED FOR MORE THAN 45 MINUTES AND HAVE NOT BEEN INCORPORATED IN THE WORK SHALL NOT BE USED UNLESS OTHERWISE PERMITTED BY THE ENGINEER. (C) CONSISTENCY: THE CONSISTENCY OF ALL AIR -BLOWN MORTAR SHALL BE SUCH THAT IT DOES NOT FLOW OR SAG WHEN APPLIED IN ONE APPLICATION TO VERTICAL SURFACES IN THICKNESSES AS GREAT AS ONE INCH. (D) REBOUND: REBOUND, GATHERED UP AND SCREENED, MAY BE USED AS AGGREGATE IN THE AIR -BLOWN MORTAR BUT SHALL NOT CONSTITUTE MORE THAN ZO PERCENT OF THE TOTAL SAND CON- TAINED IN ANY ONE BATCH. I 7. AIR -BLOWN MORTAR CONSTRUCTION (CONTD) (E) EXISTING CONCRETE SURFACES: SP -5. WHEN AIR -BLOWN MORTAR 15 APPLIED AGAINST EXISTING CONCRETE SURFACES OR AGAINST HARDENED MORTARY THE ENTIRE SURFACE TO BE COVERED SHALL BE PRE- PARED AFTER BEING THOROUGHLY ROUGHENED. THE SURFACE SHALL BE FREE FROM ANY COATINGS, LAITANCE OR OTHER FILM WHICH WILL PREVENT A GOOD BOND BE- TWEEN THE MORTAR AND THE EXISTING SURFACE. IMMEDIATELY PRIOR TO SHOOTING THE MORTARS THE SURFACE SHALL BE THOROUGHLY MOISTENED WITH CLEAN FRESH WATER UNDER PRESSUREy PREFERABLY BY MEANS OF THE REGULAR OPERATING NOZZLE. (F) SANDBLASTING: IN REPAIRING REINFORCED CONCRETE STRUCTURES ALL DISINTEGRATED, CRACKED OR LOOSENED CONCRETE SHALL BE COMPLETELY REMOVED. ALL REINFORCING STEEL WHETHER CORRODED OR ONLY COVERED IN SPOTS BY ADHERING MORTAR) SHALL THEN BE THOROUGHLY SANDBLASTED UNTIL A CLEAN SURFACE IS OBTAINED ON ALL EXPOSED SIDES OF THE STEEL. ADDITIONAL REINFORCEMENTS AS INDICATED ON THE PLANS OR AS REQUIRED BY THE SPECIFICATIONS SHALL THEN BE ADDED AND SECURED IN A SUBSTANTIAL MANNER. AFTER THIS PORTION OF THE WORK HAS BEEN INSPECTED AND ACCEPTED BY THE ENGINEER, AIR -BLOWN MORTAR SHALL BE APPLIED AS HEREIN DE- SCRIBED- (G) REINFORCEMENT: THE REINFORCEMENT FOR SECTIONS SHALL BE OF THE SIZE AND TYPE INDICATED ON THE PLANS AND, IF IN THE FORM OF MESH OR FABRIC, SHALL BE GALVANIZED UNLESS OTHERWISE SPECIFICALLY PROVIDED. RODS SHALL BE SPLICED AS ELSEWHERE PRO- VIDED HEREIN. WIRE MESH OR EXPANDED METAL SHALL LAP AT LEAST G INCHES AND SHALL BE THOROUGHLY LACED WITH ANNEALED IRON WIRE NOT LESS THAN N0. tH GAUGE. ALL METAL REINFORCEMENT SHALL BE PLACED SO THAT THREE LAYERS OF REINFORCING FABRIC WILL NOT OCCUR OVER ANY AREA. (H) APPLICATION TO VERTICAL SURFACES: IN APPLYING AIR -BLOWN MORTAR TO VERTICAL OR INCLINED SURFACES, THE OPERATOR SHALL STAND SUFFICIENTLY CLOSE TO THE WORK SO THAT THE MIXTURE UNDER PROPER- LY REGULATED AIR PRESSURE SHALL STRIKE WITH SUFFICIENT FORCE TO BECOME THOROUGHLY COMPACTED. HIS POSITION, HOWEVER, SHALL NOT BE SUCH THAT THE FORCE OF THE IMPACT WILL CAUSE AN UNDUE AMOUNT OF AGGREGATE TO REBOUND OR BLUM OR MOVE AWAY MORTAR THAT HAS JUST BEEN DEPOSITED. (I) APPLICATION TO HORIZONTAL SURFACES: IN APPLYING AIR -BLOWN MORTAR TO HORIZONTAL OR NEARLY HORIZONTAL SURFACESA THE OPERATOR SHALL DIRECT HIS NOZZLE IN SUCH A MANNER AS TO MINIMIZE THE REBOUND AS MUCH AS POSSIBLE. WHEN THE MORTAR IS APPLIED FROM ABOVEI THE REBOUND SHALL BE CLEANED FROM THE SURFACES REINFORCEMENTS OR FORMS IMMEDI- ATELY AHEAD OF THE MORTAR BY USE OF AN AIR BLAST DIRECTED BY AN OPERATOR OTHER THAN THE OPERATOR OF THE NOZZLE DEPOSITING THE MORTAR. 1 i i SP -6. 7. AIR - BLOWN MORTAR CONSTRUCTION (CONTD) (J) THICKNESS OF LAYERS: WHENEVER PRACTICABLE, AS DETERMINED BY THE ENGINEER, THE AIR -BLOWN MORTAR SHALL BE APPLIED IN ONE CONTINUOUS OPERATION FOR THE FULL THICKNESS OF THE SECTION. THE OPERATOR SHALL HOWEVER) REGULATE THE RATE AT WHICH THE MORTAR IS BUILT UP BY WORKING OVER AN AREA OF CONSIDERABLE EXTENTY AS DETERMINED BY TRIAL, SO THAT THE WEIGHT OF SUCCEEDING APPLICATIONS OF MORTAR WILL NOT CAUSE THE PRECEDING ONES TO SAG OR PULL AWAY. (K) RECESSES AND OBSTRUCTIONS: CARE SHALL BE TAKEN WHEN APPLYING AIR -BLOWN MORTAR AROUND POCKETS OR ACCUMULATIONS OF INERT AGGREGATE. IN ALL CASES WHERE A SMOOTH SURFACE IS NOT PRESENTED THE OPERATOR SHALL TAKE SEVERAL POSITIONS SO AS TO COMPLETELY FILL ALL DEPRESSIONS, VOIDS, AND RECESSES WITH GOOD MORTAR. WHENEVER A REINFORCING BAR OR OTHER OBSTRUCTION IS IN SUCH A POSITION AS TO BLOCK THE FREE AND DIRECT APPLICATION OF MORTAR TO AN AREA BEHIND ITS A TEMPORARY STOP OR PARTITION OF WOOD OR ROLLED PAPER SHALL BE PLACED BETWEEN SUCH OBSTRUCTION AND THE SURFACE BEHIND IT UNTIL MORTAR HAS BEEN APPLIED TO ONE SIDE THEREOF. SUCH TEMPORARY STOP SHALL THEN BE REMOVED AND MORTAR SHALL BE APPLIED FROM A NEW POSITION SO AS TO COMPLETELY FILL IN BEHIND THE OBSTRUCTION FROM THE OTHER SIDE. (L) LOOSE OR POROUS AIR -BLOWN MORTAR: ANY LOOSE OR POROUS AIR -BLOWN MORTAR SHALL BE REMOVED IMMEDIATELY UPON ITS FORMATIONS WITHOUT WAITING FOR ITS REJECTION BY THE ENGINEER. NO ATTEMPTS SHALL EVER BE MADE TO CORRECT OR TO COVER UP SUCH DEFECTIVE WORK BY THE ADDITIONAL APPLICATIONS OF AIR -BLOWN MORTARY AND SUCH A PROCEDURE SHALL BE CAUSE FOR SUSPENDING OPERATIONS AND REJECTING ANY PORTION OF THE WORK WHICH 15 FOUND DEFECTIVE IN THIS RESPECT. (M) FINISH: AFTER ALL REINFORCING IS IN PLACE AND BEFORE BEGINNING OPERATIONS SUITABLE GUIDES SHALL BE PLACED IN THE WORK TO FACILITATE SCREEDING TO A PLAIN AND UNIFORM SURFACE. THE SURFACE SHALL THEN BE LIGHTLY WORKED WITH A WOODEN FLOAT, FILLING ANY DEPRESSIONS BY AIR APPLICATION OF MORTAR. (N) CURING: THE AIR -BLOWN MORTAR SURFACES OF THE BRIDGE PILES SHALL WITHIN ONE HOUR AFTER BEING APPLIED BE PROTECTED FROM SUN AND WIND BY A COVERING OF BURLAP OR OTHER SUITABLE MATERIALS AND SHALL BE KEPT MOIST AT ALL TIMES WITH CLEAN FRESH WATER FOR AT LEAST 14 DAYS. ALL OTHER AIR -BLOWN MORTAR SURFACES MAY BE CURED BY SPRAYING WITH WATER OR BY THE APPLICATION OF CURING COMPOUND FOR A MINIMUM PERIOD OF 14 DAYS. NOT LESS THAN ONE GALLON OF CURING COMPOUND SHALL BE APPLIED TO EACH 100 SQUARE FEET. 0 8. PROTECTION OF PILES SP -7. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE ADEQUATE PROTECTION TO THE PILES TO KEEP THEM FROM BEING DAMAGED FROM MARINE CRAFT AND /OR THE CONTRACTOR'S EQUIPMENT. THE CONTRACTOR SHALL PROVIDE LIGHTS, BEACONS OR OTHER WARNING DEVICES TO PROTECT THE BRIDGE PILING DURING ALL PHASES OF CONSTRUCTION, AS APPROVED BY THE ENGINEER. 9. WORK SEQUENCE THE CONTRACTOR SHALL SCHEDULE HIS WORK SO THAT ONLY ALTERNATE BENTS WILL BE RECON- STRUCTED AT ANY ONE TIME. THE MINIMUM CURING TIME SHALL BE 14 DAYS BEFORE THE OTHER BENTS CAN BE RECONSTRUCTED. THE CONTRACTOR IS TO BE RESPONSIBLE FOR ADEQUATE SUPPORT OF STRUCTURE DURING REPAIRS. 10. MARINE TRAFFIC THE CONTRACTOR SHALL MAINTAIN ONE OF THE THREE CENTER CHANNELS ON THE MARINE AVENUE BRIDGE FREE FROM OBSTRUCTIONS TO MARINE TRAFFIC AT ALL TIMES DURING CONSTRUCTION. 11. WORKING PLATFORMS THE CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING, STAGINGS AND WORKING PLATFORMS RE- QUIRED FOR THE REPAIR WORKS AND THE COST SHALL BE INCLUDED IN THE PRICE BID FOR OTHER WORK. SUCH SCAFFOLDING, STAGINGS AND,WORKING PLATFORMS SHALL CONFORM TO THE REQUIREMENTS OF ALL STATE AND LOCAL LAWS AND SAFETY REGULATIONS. 12. CLEANING UP THE CONTRACTOR SHALL AT ALL TIMES KEEP THE WATERS OF THE BAY FREE FROM LUMBER' BLOCKING, CHIPS AND RUBBISH. HE SHALL NOT ALLOW ANY MATERIALS TO BE DEPOSITED IN THE BAY WATERS. THE CONTRACTOR SHALL REMOVE EXCESS OR UNUSED MATERIALS, FALSE WORK, TEMPORARY STRUC- TURES AND EQUIPMENTY AND ALL PARTS OF THE WORK SHALL BE LEFT IN A NEAT AND PRE- SENTABLE CONDITION ACCEPTABLE TO THE ENGINEER. 13. TRAFFIC ON BRIDGES THE CONTRACTOR MAY UTILIZE ONE -HALF OF EITHER BRIDGE FOR ANY CONSTRUCTION OPERATION WHILE PROVIDING FLAGMENT) BARRICADES, WARNING LIGHTS, AND OTHER DEVICES TO HANDLE TWO -WAY TRAFFIC IN THE REMAINING ONE LANE. TRAFFIC MAY BE RESTRICTED ONLY DURING NORMAL WORKING HOURS. 14. STORAGE AREA EQUIPMENT AND MATERIALS MAY BE STORED ON THE BEACH AREA ADJACENT TO THE SOUTH END OF THE MARINE AVENUE BRIDGE AND ON THE STREET AREA ON PARK AVENUE ADJACENT TO THE EAST END OF THE PARK AVENUE BRIDGE. THE CONTRACTOR MAY SECURE OTHER LOCATIONS UPON APPROVAL OF THE ENGINEER AND /OR PRIVATE PARTIES CONCERNED. 1. a • SP -H. 15. TEMPORARY UTILITY CONNECTIONS THE CONTRACTOR MAY UTILIZE FIRE HYDRANTS FOR WATER SERVICE AFTER OBTAINING METER FROM THE WATER DEPARTMENT. DEPOSIT FEE IS $100 PER METER. ALSO, IF THE CONTRACTOR WISHES TO PAY THE REGULAR FEES THE CITY WILL PROVIDE A NEW SERVICE FROM THE EXISTING WATER MAINS WHICH ARE ON THE BRIDGES. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY POWER FOR CONSTRUCTION AT NO EXPENSE TO THE CITY. 16. ALTERNATIVE PLAN - ITEMS NO. 1 AND 2 AS AN ALTERNATIVE TO UTILIZING AIR -BLOWN MORTAR TO REPAIR THE REINFORCED CONCRETE PILES THE CONTRACTOR MAY USE POURED -IN- PLACES CLASS A CONCRETE WHICH UTILIZES TYPE V CEMENT. THE FORMS MAY BE EITHER ROUND, SQUARE, OR OCTAGONAL AS SHOWN ON THE PLANS. AFTER PLACING FORMS THE LOWER END SHALL BE SEALED WITH TREMIE CONCRETE OR OTHER APPROVED MEANS THE SALT WATER REMOVED, AND THE NEW CONCRETE PLACED. CURING TIME SHALL BE AS PREVIOUSLY SPECIFIED IN SECTION 7(N) OF THESE SPECIAL PROVISIONS. THE CONCRETE SHALL ALSO HAVE THE FOLLOWING PROPERTIES: 1. 2" TO 3" MAXIMUM SLUMP. 2. WATER CEMENT RATIO: 5.5 GALLONS PER SACK. 3• CLASS A CONCRETE; 7 SACKS OF CEMENT PER CUBIC YARD. 4. MINIMUM 2U -DAY STRENGTH; 4,OOO POUNDS PER SQUARE INCH. 5. TYPE V CEMENT. 6. NON- REACTIVE AGGREGATES. THE CONCRETE SHALL BE PLACED AT AN AMBIENT TEMPERATURE BETWEEN 500 F. TO 800 F. AND SHALL BE THOROUGHLY COMPACTED BY MEANS OF VIBRATING COMPACTORS, APPROVED BY THE ENGINEER. 4 � • CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CONTRACT DOCUMENTS FOR THE PILING REPAIR OF MARINE AVENUE AND PARK AVENUE BRIDGES CONTRACT NO. 849 (REVISED) ADDENDUM NO. 1 I. CHANGES TO THE CONTRACT 1. THE UPPER LIMITS OF THE WORK HAVE BEEN MODIFIED TO + 10.00 M.L.L.W., AS SHOWN ON THE REVISED PLANS (ATTACHED). IF THE INVESTIGATION OF THE PILES BY THE CONTRACTOR REVEALS THE EXTENT OF THE DETERIORATED CONCRETE AND STEEL'IS "LESS THAN THE LIMITS SHOWN, THE CONTRACTOR SHALL MAKE THE REPAIRS TO THE DETERIORATED AREA AND EXTEND THE NEW CONCRETE COATING TO THE INDICATED LIMIT ELEVATIONS SHOWN IN THE PLANS. THIS APPLIES TO BOTH,THE AIR -BLOWN MORTAR AND POURED -IN- . PLACE ALTERNATES. Z. CHANGE PARAGRAPH #2 OF THE SPECIAL PROVISIONS TO READ: "ALL WORK SHALL BE COMPLETED PRIOR TO MARCH 15, 1966. No EXTENSIONS WILL BE ALLOWED FOR BAD WEATHER." 3. THE HOOPS SPECIFIED IN PARAGRAPH #4 OF THE SPECIAL PROVISIONS SHALL BE PLACED FOR THE ENTIRE LENGTH OF NEW CONCRETE CONSTRUCTION. 4. PLEASE DELETE THE FOLLOWING CLAUSE FROM THE NOTE ON THE PLANS FOR DETAIL °B ": "....REPLACE THE CORRODED STEEL." PARAGRAPH 45 OF THE SPECIAL PROVISIONS REQUIRES INVESTIGATION AND REPAIR OF CONCRETE AND CLEANING BY SANDBLASTING OF CORRODED STEEL ONLY. 5. IN PARAGRAPH #5 OF THE SPECIAL PROVISIONS DECKING REPAIRS MAKES REFERENCE TO THE HORIZONTAL 't UNDER- DECKING" UNDER THE SIDEWALK AREA OF THE PARK AVENUE BRIDGE AND NOT THE TRAVELED WAY ON TOP OF BRIDGE. 6. PLEASE REVISE PARAGRAPH #16 OF THE SPECIAL PROVISIONS WITH THE FOLLOWING COR- RECTIONS AND CHANGES: A. CHANGE CLASS ..A" CONCRETE T0, READ CLASS "D.. CONCRETE, SEVEN (7) SACKS OF CEMENT PER CUBIC YARD. B. THE SIZE OF THE AGGREGATES AS SPECIFIED IN THE STANDARD SPECIFICATIONS MAY BE MODIFIED TO 3/81, MAXIMUM AT THE OPTION OF THE CONTRACTOR TO ALLOW THE USE OF "PUMP- CRETr" FOR THE POURED -IN -PLACE ALTERNATE. I C. THE MAXIMUM SLUMP FOR "PUMP - CRETE" SHALL BE 5 INCHES. D. THE POURED -IN -PLACE CONCRETE SHALL BE THOROUGHLY COMPACTED BY MEANS OF INTERNAL VIBRATORY COMPACTORS, AS WELL AS VIBRATION ON THE OUTSIDE OF-THE FORMS, WHERE NEEDED. ADDENDUM N0. 1 - C -849 (REV.) 2. 6 -16 -65 E. PLEASE NOTE THAT THE DETAIL, "ALTERNATIVE A - PILE SECTION" ON THE PLANS INDICATES 4" MINIMUM COVER TO OUTSIDE OF MAIN STEEL BUT, DEPENDING UPON OPERATIONS OF THE CONTRACTOR, IT MAY BE NECESSARY TO INCREASE THE DIAMETER OF THE SHELL OR TO REMOVE ADDITIONAL CONCRETE AROUND THE PILE TO PLACE THE HOOPS AND CONCRETE. F. THE CONCRETE MIX DESIGN WILL BE SUBJECT-TO APPROVAL BY THE ENGINEER. TEST BATCHES MAY BE REQUIRED BEFORE COMMENCEMENT OF THE WORK TO INSURE COMPLIANCE WITH THE SPECIFICATIONS. 7. ADD THE FOLLOWING SENTENCE TO PARAGRAPH #13 OF THE SPECIAL PROVISIONS: "TRAFFIC MAY BE RESTRICTED ONLY AFTER SEPTEMBER 20, 1965." II. ADDITIONAL INFORMATION TO BIDDERS 1. THE SPALLED CONCRETE ON ONE OF THE PILES OF THE MARINE AVENUE BRIDGE HAS BEEN REMOVED. YOUR INSPECTION OF THIS PILE IS INVITED. 2. NOTE THAT ON THE WESTERLY SIDE OF THE MARINE AVENUE BRIDGE THE ELEVATION +8.00 M.L.L.W. HAS BEEN MARKED IN YELLOW ON EACH PILE. PLEASE SHOW DATE OF RECEIPT OF THIS ADDENDUM ON THE PROPOSAL SHEET OR INDICATE RECEIPT BY INSERTING A COPY OF THIS ADDENDUM WITH YOUR PROPOSAL. BENJAMIN B. NOLAN CITY ENGINEER MJA:VR JUND 16, 1965 • CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CONTRACT DOCUMENTS FOR THE PILING REPAIR OF MARINE AVENUE AND PARK AVENUE BRUDGES CONTRACT NO. 849 (REVISED) ADDENDUM NO. 2 CHANGES TO THE CONTRACT 1. MODIFY SECTION 7(N) AND SECTION 16 WITH RESPECT TO CURING BY ADDING THE FOLLOWING SENTENCE TO SECTION 7(N): "AT THE OPTION OF THE CONTRACTOR, THE TIME FOR WET CURING MAY BE REDUCED TO 7 DAYS. AT THE END OF THE WET CURING PERIOD, CURING COMPOUND SHALL BE APPLIED TO ALL SURFACES ON THE NEW .AIR -BLOWN MORTAR AND /OR,CONCRETE." 2. REMOVAL OF THE SCALE BEHIND THE DETERIORATED STEEL ADJACENT TO THE CONCRETE CORE WILL NOT BE REQUIRED UNLESS THE CONCRETE BEHIND THE STEEL HAS EITHER SPALLED OR OTHERWISE BADLY DETER- IORATED, IN THE OPINION OF THE ENGINEER. 3. AT THE OPTION OF THE CONTRACTOR, THE CROSS - SECTIONAL SHAPE OF THE AIR -BLOWN MORTAR PILE MAY BE CIRCULAR. THE MINIMUM DIAMETER SHALL BE THE MAXIMUM OUTSIDE DIMENSION OF THE EXISTING PILE, OR, THE CORE DIAMETER PLUS REQUIRED THICKNESS OF NEW CONCRETE, WHICHEVER IS GREATER. 4. PLEASE NOTE THE CHANGE ON THE REVISED PLANS WHICH ALLOWS CON- STRUCTION ON ALL PILES IN ONE BENT AT ONE TIME. WORK WILL BE LIMITED, HOWEVER, TO ALTERNATE BENTS. 5. THE MINIMUM COVER OVER NEW HOOPS AND /OR WIRE MESH REINFORCE- MENT SHALL BE 2 INCHES. PLEASE SHOW DATE OF RECEIPT OF THIS ADDENDUM ON THE PROPOSAL SHEET OR INDICATE RECEIPT BY INSERTING A COPY OF THIS ADDENDUM WITH YOUR PRO- POSAL. JUNE 18, 1965 BENJAMIN B. NOLAN CITY ENGINEER y CITY OF NEWPORT BEACH • PUBLIC WORKS DEPARTMENT CONTRACT DOCUMENTS FOR THE PILING REPAIR OF MARINE AVENUE AND PARK AVENUE BR',[DGES CONTRACT NO. 849 (REVISED) ADDENDUM NO. 2 CHANGES TO THE CONTRACT 1. MODIFY SECTION 7(N) AND SECTION 16 WITH RESPECT TO CURING BY ADDING THE FOLLOWING SENTENCE TO SECTION 7(N): "AT THE OPTION OF THE CONTRACTORS THE TIME FOR WET CURING MAY BE REDUCED TO 7 DAYS. AT THE END OF THE WET - CURING PERIOD, w CURING COMPOUND SHALL BE APPLIED TO ALL SURFACES ON THE NEW .AIR -BLOWN MORTAR AND/OR,CONCRETE." 2. REMOVAL OF THE SCALE BEHIND THE DETERIORATED STEEL ADJACENT TO THE CONCRETE CORE WILL NOT BE REQUIRED UNLESS THE CONCRETE BEHIND THE STEEL HAS EITHER SPALLED OR OTHERWISE BADLY DETER - IORATED, IN THE OPINION OF THE ENGINEER. 3. AT THE OPTION OF THE CONTRACTOR, THE CROSS-SECTIONAL SHAPE OF THE AIR -BLOWN MORTAR PILE MAY BE CIRCULAR. THE MINIMUM DIAMETER SHALL BE THE MAXIMUM OUTSIDE DIMENSION OF THE EXISTING PILES ORS THE CORE DIAMETER PLUS REQUIRED THICKNESS OF NEW CONCRETE, WHICHEVER IS GREATER. i 4. PLEASE NOTE THE CHANGE ON THE REVISED PLANS WHICH ALLOWS CON- STRUCTION ON ALL PILES IN ONE BENT AT ONE TIME. WORK WILL BE LIMITED, HOWEVER TO ALTERNATE BENTS. 5. THE MINIMUM COVER OVER NEW HOOPS AND/OR WIRE MESH REINFORCE- MENT SHALL BE 2 INCHES. PLEASE SHOW DATE OF RECEIPT OF THIS ADDENDUM ON THE PROPOSAL SHEET OR INDICATE RECEIPT BY INSERTING A COPY OF THIS ADDENDUM WITH YOUR PRO- POSAL. JUNE 181 1965 BENJAMIN B. NOLAN CITY ENGINEER 4swett & upawtld CERTIFICATE OF INSURANCE Ml Y i i City of Newport Beach '7 City Hall 3300 West Newport Blvd. 7 Newport Beacht California THIS IS TO CERTIFY as to the existence of insurance with Harbor Insurance Company; as described below: Name of Assured: R. Mil Skamnes and John A. Artukovich Sons, Inc., a Joint Venture Address of Assured: 1620U South Atlantic Avenue Paramount, California Location of Risk California Kind of Insurance: Comprehensive General Liability Policy No. 10U938 period from 11/30/64 to 11/3065 Limits: Bodily Injury each person S lOOt000 each accident $ 3009000 aggregate $ 300t000 Property Damage_ each accident S 50t000 aggregate $ 50, UUU Kind of Insurance: Policy No. period from to Limits: Bodily Injury each person $ each accident b aggregate $ Property Damage —each accident $ aggregate 5 Kind of Insurance: .. ::.i. ' Policy No. period from to Limits:" " It is hereby understood and agreed that.the certificate holder will be given ten (10) days written notice before any reduction of coverage or cancellation of this insurance is effective. - Datedat Los Angeles, California" ' this 1st � ✓QGrl'� u .AMCPR,A47f1yAgd,ntAKorized Representative day of July,. 1965 SSW-'I?TT & CRAW FORD BY mr •uTaaaq poweu paansu-i: a41 Sq powJo;aad aq o1 VOm TTe g1TM uoTloauuoo uT so jo 1no 6u-asTae swTeTo TTe 1suTe6e ,OlTod aql aapun paansul TeuoTlTppe se g4TMaaaq paweu aae soTznp atagg ;o odoos aql ulglTM 6uT1oe OTTgm SQ0AOTdmo pup ssaoT; ;o SIT '4oeag 11odMaN ;o ,i1T3 a41 Ieql p0aa6e pup poolsaapun sT 1T •06eaan00 UT uoTlonpaa ao uoTleTTaoueo Bons ;o oatlou ua11TaM 'paaalsT6aa a ;o 'eTuao;TTRO 'goeag 1aodmoN 'TTeH X1T0 'q+aeag 1aodMaN ;o R1TO 041 10 VOTO A1TO ag1 ,fq 1dToaaa sal ;e sRep (OT) ua1 TTlun asdeT 01 paMOTTe ,foTTod a41 sou 'poonpaa ;oaaa4l 061uaan03 ;o lunowe 041 aou ` Wue43 kTTeTaalew 'paTTaouea oq 1ou ,few sae;aa a1e3T;T1JOO ST41 ..40JRM 01 XOTTod oq1 1eg1 paaa.6e pup poolF;aapun Agaa,aq ,ST 1T 48wett & lanawieRA CERTIFICATE OF INSURANCE City of Newport Beach My to 'y City Hall rti1 BY 3300 West Newport Blvd. „4✓ " ' ` Newport Beach, California V THIS IS TO CERTIFY as to the existence of insurance with Harbor Insurance Com pan y ,•as described belav; Name of Assured: R, MX Skamnes and John A. Artukovieh Sons, Inc., a Joint Venture Address of Assured: 16200 South Atlantic Avenue Paramount, California Location of Risk California Kind of Insurance: Comprehensive General Liability Policy No. 10093b period from 11/30/64 Limits: Bodily Injury each person $ 1001000 each accident. $ 300,000 Property Damage_ each accident S 50,000 Kind of Insurance: Policy No. Limits: Kind of Insurance: Policy No. period from Bodily Injury each person $ each accident $ Property Damage —each accident $ period from to 11/30/65 aggregate $3001000 aggregate S 50,000 to aggregate $ aggregate S to Limits: It is hereby understood and agreed that-the certificate holder will be given ten (10) days written notice before any reduction of coverage or cancellation of this insurance is effective. Daiedol Los Angeles, California this 1st u 66RU,9 a44YARd t orized Representative day of July, 1965 SW ETT & CRAW FORD BY L�' Z. mr i� i •uteaaq pomeu paansaa aq3 Sq pomao ;sad aq of IJOm Tie glTm uOTIO""O uT so ;o lno bu'fsTSe SWTUTO tie lsuLebe dO ;Tod aql aapun paansut TeuoTZtppa se q%TMaaag pameu aae soilnp aTagl ;o odoos agl utg3TM buTlOe aitgM s04 =Roidma pue ssaOT; ;o 93T 'goeag laodmoN ;o XiTC) 041 4ggl paaaba puTs poolsaapun ST lI •abeaanoO UT uoTionpaa so UOTleiiaauaO Bans ;o aOtlou +.la3ltaM 'paaals16ag a ;o 'eTuao;TTOD 'gaeag laodMaN 'iieH AIT:) 4tp eau laod"QN ;0 2113 0743 ;o XsaTD AITO ogl Aq IdTooaa sal ;e sdep (OT) ual Mun osdei of paMOTTe dOTTod *741 aou 'peonpaa ;oaaagz a6vi anoO ;o lunome eql aou 'pabuegO CTTVTaa3em 'paiTaauea aq lou ,faro saa ;as 0120TItls03 ST41 4OTgm 01 ROtiod aql legl paaa59 pus poo -4sio pun fgaaaq st 3I 46wett & ]Dnawrwd CERTIFICATE OF INSURANCE SQRCI TY ,t TEY. City of Newport Beach City Hall g ..1 .:...........< 33W West Newport Blvd,, Newport Beach, California THIS IS TO CERTIFY as to the existence of insurance with Harbor Insurance Company; as described below; Name of Assured: R, M/ Skamnes and John A. Artukovich Sens, Inc,, a Joint Venture Address of Assured: 16200 South Atlantic Avenue Paramount, California Location of Risk California Kind of Insurance: Comprehensive General Liability Policy No. 100936 period from 11/30/64 Limits: Bodily Injury each person $ 1000000 each accident $ 300,000 Property Damage_ each accident $ 542000 Kind of Insurance: Policy No. Limits: Kind of Insurance: Policy No. period from Bodily Injury each person $ each accident S Property Damage —each accident $ period from to 11/30/65 aggregate 5 W90W aggregate $ 50, Wo to aggregate S aggregate $ to Limits: It is hereby understood and agreed that the certificate holder will.be given ten (10) days written notice before any reduction of coverage or cancellation of this insurance is effective. Datedat Los Angeles, California this lst ubd6ldsra,�Ja orized its resesitatfvs day of July, 1965 SW ETT 6 CRAW FORD BY � ' �• , mr •u:aaaq pamou paansul aql Aq pasu o;Jad eq of V OM TTe glTx UOTlaeuuoa uT Jo ;o lno Bu•isTJe smleTa TTe ISUTebe AOTTod aql Japun poinSUT TOOOTITPPO se q.;ITxaaaq pasreu aie soilnp JTagI ;o adoas agl uTglTb BuTlae aTTWI sa02OTdm9 pue saaaT ; ;o SIT •govog laodmo&l ;o dITJ aql legl paaabe pile poolsaapun sT '}I •abeaaeoa UT aOTlanpaJ so uOTIWTTaoueo Bans ;o a -TlOU r,ial3TJat 'peJalST6011 a ;o 'eTuao ;TTOD 'garag laod#AoN 'TTeH AM 'gaeag IJodmQN ;o SITJ aql ;O 31JOV) AITJ aql dq ldTooaJ Jal ;e sdep (OT) ual TTlun asdeT of pa+xoTTe AOTTod aql Joa 'paonpaJ ;oaaagl ab+itaaeoa ;O lunoae aql Jon 'pabaega ATTeTJOIIM 'POTTaaaea aq IOU Avw saa;aJ aleaT; IJaa sTgl daTRA 01 63TTOd aql legl paaabe put pool!�raapun jtgaaaq ST II somett & 10nauired CERTIFICATE OF INSURANCE City of Newport Beach CITY,4TTORNEY City Hall 3300 West Newport Blvd. By _-N -_ Newport Beach, California THIS IS TO CERTIFY as to the existence of insurance with Harbor Insurance Company, -as described below: Name of Assured: R. MX SkannuS and John A. Artukovich sons, Inc., a Joint Venture Address of Assured: 16200 South Atlantic Avenue Paramount, California Location of Risk California Kind of Insurance: Comprehensive General Liability Policy No. 10093b period from 11/50/6$ to 11/80/65 Limits: Bodily Injury each person $ 1001000 each accident s 8002000 aggregate $W0000O Property Damage —each accident S 501000 aggregate S SOs000 Kind of Insurance: Policy No. period from to Limits: Bodily Injury each person $ each accident $ aggregate $ .. Property Damage —each accident $ aggregate $ Kind of Insurance: Policy No. period from to Limits: It is hereby understood and agreed that.the certificate holder will be given ten (10) days written notice before any reduction of coverage or cancellation of this insurance is effective, Dated at Los Angeles, California this let U eA glk.9 Od ""r resentative day of July, 1965 SWU 8CRAWFORD BY l� ' �• , alr •uTaaag powwu painsui aql xq posJo;aed oq 01 xsoa IT* g1lµ uOTIOGUDOO UT ao ;o in* Rluirr sar saTOTa ITO 1saTe9p xaTTod aql aopun pAansuT TVUoT1TPPp se 41Tpeaaq pameu aae soTlnp 4Ta41 To adoos 9941 uTg21M buTlav aTTgia 9oce.4OTdna pus swat ; ;o SIT '140g011 ;aodso), To X1T3 aql legl poei6e pve poolsaepan ST 1I •r...6eaan03 UT uoTlanpoa so uoTleTTaauea Bans ;o aaTlou callT -Im 'paaalsrriay o TO 6vTu=OTTTe3 'gaeag siodmoN 'TTUH 4113 'gaean laOeMON ;o 'C1T3 "I To lion 'IT3 aq1 +(q 1dTaaaa aol ;p snap (OT) 9a1 TT1un asdel of POKOTle fotTOd aql aou 'paanpoa ;ooaogl abrj awov TO IORORM 0111 JOO 'PO W043 kTTeTJ01Ww 'PaTTaaupa aq IOU dem sae ;as elpaT;Tlaaa sTgl **Iqm of X3 TTod aqi leg, pooabs pup pool':aapun lganeq sT lI 48wett & 10nabAwd CERTIFICATE OF INSURANCE City of Newport Beach C1 3Yfil'� BLS City Hall By 33W asst Newport Blvd. Newport Beach. California THIS IS TO CERTIFY as to the existence of insurance with Harbor Insurance Company; as described below: Name of Assured: R* W Skamn is and John A. Artakovich Sorts. Inc.. a Joint Venture Address of Assured: 16200 South Atlantic Avenue veraoouwt. California Location of Risk California Kind of Insurance: Comprehensive (general Liability Policy No. 100M period from 11/30/64 to 11/30/65 Limits: Bodily Injury each person n 100.000 each accident. $ 3M100 aggregate $ 3W100 0 Property Damage_ each accident $ $O.ow aggregate $ 60.000 Kind of Insurance: Policy No. period from to Limits: Bodily Injury each person $ each accident $ aggregate $ Property Damage —each accident $ aggregate S Kind of Insurance: Policy No. period from to Limits: It is hereby understood and agreed that the certificate holder will be given ten (10) days written notice before any reduction of coverage or cancellation of this insurance is effective. Dated at us Angeles. California this 1st U 60al"Mit iatpaat ilborized Beprosentative day of July, 1965 SW ETT & CRAWFORD BY a>f •ayajop paasu p0ansuT oq1 dq poacjslaod aq o1 VJOA TT$ gITA aoT130VU03 t1T JO TO Ina 50TxT.re lr"TeTO TTB 1saT05W SoTTed :ql aapua paansaT TWOOTITPPO ss glfaoaaq posma oil soTIRP ayagl To odoas aq1 uTglya duTlas aTTgn sao.SoTda+O pus ssaay;jo sly •gasag laodaaN To tlT3 aqi ZQgI paaabs Pant poolsaapun sf lI 'PSYaaAOa UT U011ZOP02 40 UOT14TTasas2 gans fo 02110a a41134M 'POamisTBag a j0 'sys'aOTTTg3 6ga009 IJO"QN 'TTV" SITS 'gaaai; laed'�X TO (IT3 ^G1 to xaeT3 t1T3 eql tq 1dT0a0a aalle s,tsp (OT) oal T►1an asdsT el POMOTTs taTTod Oq1 aea 'paanp0a 1eea0gl 359.I0403 TO latteas 0141 aea 'Pabas14a tyTsTaalaw OPOTTaassa aq 100 tsw 'saa ;sa alsaytT J0* sTWI *21ga e1 talled aq1 1sg1 poearm pas Poe1s•tPPan tgaaoq sy 1I QC CERTIFICATE OF INSURANCE CERTIFICATE HOLDER AND ADDRESS ®(ARGONAUT INSURANCE COMPANY •'HOME &FFICE: MENLO PARK, CALIFORNIA a❑ ARGONAUTSOUTHWEST NCE COMPANY HOME OFFICE: BATON WE, LOUISIANA ❑ ARGONAUT - NORTHWEST INSURANCE COMPANY HOME OFFICE: BOISE, IDAHO • City of Newport Beach City Hall 3300 West Newport Blvd. Newport Beach, California NAMED INSURED AND ADDRESS If certificate holder is a loss payee with respect to the described auto, check here 4R.M. Skamnes and John A. Artukovich Sons, Inc., A Joint Venture 1620U Atlantic Avenue Paramount, California 0 POLICY NUMBER KIND OF INSURANCE AND COVERAGES _ LIMITS _ EXPIRATION WORKMEN'S COMPENSATION Statutory EMPLOYER'S LIABILITY $ 2,000 , 000 each accident BODILY INJURY LIABILITY $ ,000 each person — EXCEPT AUTOMOBILE $ , 000 each accident $ , 000 each occurrence $ , 000 aggregate products _ PROPERTY DAMAGE LIABILITY $ , 000 each accident — EXCEPT AUTOMOBILE $ , 000 each occurrence $ , 000 aggregate operations $ , 000 aggregate protective $ , 000 aggregate products $ ,000 aggregate_ contractual BODILY INJURY LIABILITY $ ,000 each person — AUTOMOBILE $ , 000 each occident S .000 each occurrence PROPERTY DAMAGE LIABILITY $ . 000 each accident AUTOMOBILE $ , 000 each c, currence _ MEDICAL PAYMENTS — AUTOMOBILE $ each person _- PHYSICAL DAMAGE —AUTOMOBILE —ACTUAL CASH VALUE UNLESS OTHERWISE STATED COMPREHENSIVE $ COLLISION OR UPSET LESS b deductible FIRE AND THEFT s _ ___ IF COMPREHENSIVE LIABILITY, CHECK HERE ❑ scription of Operations, Locations, or Automobiles Covered; or Additional Coverages; or Special Condition All Operations of the Assured ch; -uld 1).C'' ...... ,.. -r :.. 5r ;,, ,, ,, ,,,, , , , a,'a PRODUCER AND ADDRESS .Allen Jayne 1833 West Opic Blvd, Loses Angele , alifornia C GCCI���t I DATED AT ._Los Ag9ele ...ON urvp- ere -Ri By 7/1/65 To '!/1/66 ARGONAUT INSURANCE COMPANY ` ARGONAUT - SOUTHWEST INSURANCE COMPANY ARGONAUT- NORTIH\WWEESSTT INSURANCE COMPANY President Secretory CERTIFICATE HOLDER AND ADDRESS NAMED INSURED AND ADDRESS • City of Newport Beach R.A. Skamnes and John A. Artukovich City Hall Sons, Inc., A Joint Venture 3800 West Newport Blvd. 16200 Atlantic Avenue, Newport Beach, California Paramount, California It certificate holder is o loss payee with respect to the described auto, check here POLICY NUMBER KIND OF INSURANCE AND COVERAGES LIMITS UWRGONAUT INSURANCE COMPANY X20- 204 -06109 WORKMEN'S COMPENSATION Statutory 7/l/65 HOME OFFICE: MENLO PARK, CALIFORNIA 2 1 OM _ , 000 each accident CERTIFICATE 0 ARGONAUT - SOUTHWEST NCE COMPANY 7/1/66 — EXCEPT AUTOMOBILE $ , 000 each accident HOME OFFICE: BATON E, LOUISIANA OF ... ..— __.... _. _ r INSURANCE PROPERTY DAMAGE LIABILITY ARGONAUT- NORTHWEST INSURANCE COMPANY ♦ - EXCEPT AUTOMOBILE $ , 000 each accarrence HOME OFFICE: BOISE. IDAHO CERTIFICATE HOLDER AND ADDRESS NAMED INSURED AND ADDRESS • City of Newport Beach R.A. Skamnes and John A. Artukovich City Hall Sons, Inc., A Joint Venture 3800 West Newport Blvd. 16200 Atlantic Avenue, Newport Beach, California Paramount, California It certificate holder is o loss payee with respect to the described auto, check here POLICY NUMBER KIND OF INSURANCE AND COVERAGES LIMITS EXPIRATION X20- 204 -06109 WORKMEN'S COMPENSATION Statutory 7/l/65 EMPLOYER'S LIABILITY 2 1 OM _ , 000 each accident To _ _ _ ---.s BODILY INJURY LIABILITY $ •aaa each person 7/1/66 — EXCEPT AUTOMOBILE $ , 000 each accident $ , 000 each occurrence ... ..— __.... _. _ $ , 000 aggregate prod.Cs _ _ ....... ... ___. __ ._.__. —_ PROPERTY DAMAGE LIABILITY $ , 000 each accident EXCEPT AUTOMOBILE $ , 000 each accarrence $ , 000 aggregate operations $ , 000 aggrcgatc pratect"e $ , 000 aggrcgatc products _ $ _ _, 000_aggn.g.to con_tra_ctv_ol BODILY INJURY LIABILITY $ ,000 each person — AUTOMOBILE S , 000 each accident 5 , 000 each accarrence PROPERTY DAMAGE LIABILITY $ , 000 each accident AUTOMOBILE $ , 000 each occurrence MEDICAL PAYMENTS — AUTOMOBILE $ each person PHYSICAL DAMAGE — AUTOMOBILE — ACTUAL CASH VALUE UNLESS OTHERWISE STATED COMPREHENSIVE I 5 COLLISION OR UPSET LESS S deductible I FIRE AND THEFT S IF COMPREHENSIVE LIABILITY; CHECK HERE scription of Operations, Leca.`ions, or Autninobiles Covered; or Additional Coverages; or Special Condition PRODUCET All Operations of the Assured ;;cena:l orchanud u Urli•� 1 ... -.. �. r .. - • 1: n n +,yf1 2S (a'Utct Ihle . _ .:r'rce to the AI!) ADDRESS -Allen Jayne 1833 West Olympic Blvd. Los Angeles, alifornia DATED AT _L".-Angeles :'O.N UNO- 619.p1 rDn y+,Cn ,. j i0, A.1 .. i , . :. `ice, "'. i i Y e ARGONAUT INSURANCE COMPANY ARGONAUT - SOUTHWEST INSURANCE COMPANY ARGONAUT-NORTHWEST INSURANCE COMPANY President July 1, 65 $ucratary ARGONAUT INSURANCE COMPANY . HOME 3FFICE: MENLO PARK. CALIFORNIA CERTIFICATE ❑ ARGONAUT - SOUTHWEST &ANCE COMPANY OF HOME OFFICE: BATON E. LOUISIANA 6) INSURANCE ❑ ARGONAUT- NORTHWEST INSURANCE COMPANY HOME OFFICE: BOISE, IDAHO CERTIFICATE HOLDER AND ADDRESS NAMED INSURED AND ADDRESS • City of Newport Beach fi.M. SRamnes and John A. Artukovich City Hall Sons, Inc., A Joint Venture 3300 West Newport Blvd. 16200 Atlantic Avenue Newport Beach, California Paramount, California If certificate holder is a loss payee with respect to the described auto, check here ❑ POLICY NUMBER I KIND OF INSURANCE AND COVERAGES I LIMITS I EXPIRATION WORKMEN'S COMPENSATION statutory 7/1/65 EMPLOYER'S LIABILITY $ , 000 each accident___ To BODILY INJURY LIABILITY $ ,000 each person 7/l/66 EXCEPT AUTOMOBILE $ , 000 each accident $ , 000 each occurrence MEDICAL PAYMENTS — AUTOMOBILE $ each person PHYSICAL DAMAGE — AUTOMOBILE — ACTUAL CASH VALUE UNLESS OTHERWISE STATED COMPREHENSIVE $ COLLISION OR UPSET LESS $ deductible FIRE AND THEFT $ —• IF COMPREHENSIVE LIABILITY, CHECK HERE ❑ I-- Description of Operations, Locations, or Automobiles Covered; or Additional Coverages; or Special Condition. All Operations of the Assured CI., ... .,.. tl.: :I :il•n[< Ir m:Fi.111,15 cri • .t to the PRODUCER AND ADDRESS oAl.len Jayne 1833 West Olympic Blvd. Los /Angeles C1981ifornia �LG,LCcI, r I DATED AT r__ .—__104 -` ON UNa- 616 -RI ARGONAUT INSURANCE COMPANY ARGONAUT - SOUTHWEST INSURANCE COMPANY ARGONAUT-NORTHWEST INSURANCE COMPANY President sacretary $ $ , 000 aggregate or.du,ts , 000 each accident PROPERTY DAMAGE LIABILITY — EXCEPT AUTOMOBILE ' $ , 000 each occurrence $ , 000 aggregate operations $ , 000 aggregate protective $ , 000 aggregate products $ , 000 g"'a a <ontractua BODILY INJURY LIABILITY $ .000 each narsoa — AUTOMOBILE 4 ,000 each acrid „nt 000 each occurrence PROPERTY DAMAGE LIABILITY $ , 000 each accident — AUTOMOBILE ' $ , 000 each occur once MEDICAL PAYMENTS — AUTOMOBILE $ each person PHYSICAL DAMAGE — AUTOMOBILE — ACTUAL CASH VALUE UNLESS OTHERWISE STATED COMPREHENSIVE $ COLLISION OR UPSET LESS $ deductible FIRE AND THEFT $ —• IF COMPREHENSIVE LIABILITY, CHECK HERE ❑ I-- Description of Operations, Locations, or Automobiles Covered; or Additional Coverages; or Special Condition. All Operations of the Assured CI., ... .,.. tl.: :I :il•n[< Ir m:Fi.111,15 cri • .t to the PRODUCER AND ADDRESS oAl.len Jayne 1833 West Olympic Blvd. Los /Angeles C1981ifornia �LG,LCcI, r I DATED AT r__ .—__104 -` ON UNa- 616 -RI ARGONAUT INSURANCE COMPANY ARGONAUT - SOUTHWEST INSURANCE COMPANY ARGONAUT-NORTHWEST INSURANCE COMPANY President sacretary CERTIFICATE HOLDER AND ADDRESS NAMED INSURED AND ADDRESS • City of Now"rt Beach R .m. Skmnes and JsWt A. Artakovieb City Hall sons. lne.g A Joint Veatare 3900 hest New"rt Blvd. 16200 Atlantic Avenue Ne"ort Basch, California Parasiount, California If certificate holder is a loss payee with respect to the described auto, check here !El POLICY NUMBER I KIND OF INSURANCE AND COVERAGES I LIMITS I EXPIRATION WORKMEN'S COMPENSATION EMPLOYER'S LIABILITY _ BODILY INJURY LIABILITY — EXCEPT AUTOMOBILE * PROPERTY DAMAGE LIABILITY — EXCEPT AUTOMOBILE " BODILY INJURY LIABILITY AUTOMOBILE $tatvtory ARGONAUT INSURANCE COMPANY •Y , OOO each accident HOME OFFICE: MENLO PARK, CALIFORNIA Z CERTIFICATE . ARGONAUT - SOUTHWEST NCE COMPANY ..n OF HOME OFFICE: BATON E, LOUISIANA R+ INSURANCE ARGONAUT- NORTHWEST INSURANCE COMPANY - , 000 aggregate products HOME OFFICE: BOISE, IDAHO CERTIFICATE HOLDER AND ADDRESS NAMED INSURED AND ADDRESS • City of Now"rt Beach R .m. Skmnes and JsWt A. Artakovieb City Hall sons. lne.g A Joint Veatare 3900 hest New"rt Blvd. 16200 Atlantic Avenue Ne"ort Basch, California Parasiount, California If certificate holder is a loss payee with respect to the described auto, check here !El POLICY NUMBER I KIND OF INSURANCE AND COVERAGES I LIMITS I EXPIRATION WORKMEN'S COMPENSATION EMPLOYER'S LIABILITY _ BODILY INJURY LIABILITY — EXCEPT AUTOMOBILE * PROPERTY DAMAGE LIABILITY — EXCEPT AUTOMOBILE " BODILY INJURY LIABILITY AUTOMOBILE 5 , 000 each occur -once PROPERTY DAMAGE LIABILITY $ , 000 each accident — AUTOMOBILE $ , 000_ ea_ch_x_carmnc_c MEDCA!_ PAYMENTS - -- AUTOMOBILE $ each parson PHYSICAL DAMAGE AUTOMOBILE — ACTUAL CASH VALUE UNLESS OTHERWISE STATED COMPREHENSIVE $ COLLISION OR UPSET LESS $ deductible FIRE AND THEFT $ IF COMPREHENSIVE LIABILITY, CHECK HERE O of Operations, Locations, or Automobiles Covered; or Additional Coverages; or Special Condition. I PROD!!CE ^. AND ADURESS DATED AT a Na.61 a -RI All Operations of the Assured °Allen Jayne 1833 cast CIVVie Blvd. Los Angeles /t ii ifernis -Lisa -Aautteles N July 1 • 'It changed • q .. a S" i +^ 'Ufe11O :i ARGONAUT INSURANCE COMPANY ARGONAUT - SOUTHWEST INSURANCE COMPANY ARGONAUT-NORTHWEST INSURANCE COMPANY - P'esident 19 Gb Se,etory $tatvtory i + /l'65 $ yn * , OOO each accident To $ . 000 each person 'f /1, /frlV $ , 000 each accident $ 000 each occurrence $ , 000 aggregate products $ , 000 each accdent $ , 000 each occur: once $ , 000 aggregate operations $ , 000 aggrcq.fe protective $ , 000 aggregate products S , 000 aggregate eoNractual $ '000 each cersan { $ .000 each accident J 5 , 000 each occur -once PROPERTY DAMAGE LIABILITY $ , 000 each accident — AUTOMOBILE $ , 000_ ea_ch_x_carmnc_c MEDCA!_ PAYMENTS - -- AUTOMOBILE $ each parson PHYSICAL DAMAGE AUTOMOBILE — ACTUAL CASH VALUE UNLESS OTHERWISE STATED COMPREHENSIVE $ COLLISION OR UPSET LESS $ deductible FIRE AND THEFT $ IF COMPREHENSIVE LIABILITY, CHECK HERE O of Operations, Locations, or Automobiles Covered; or Additional Coverages; or Special Condition. I PROD!!CE ^. AND ADURESS DATED AT a Na.61 a -RI All Operations of the Assured °Allen Jayne 1833 cast CIVVie Blvd. Los Angeles /t ii ifernis -Lisa -Aautteles N July 1 • 'It changed • q .. a S" i +^ 'Ufe11O :i ARGONAUT INSURANCE COMPANY ARGONAUT - SOUTHWEST INSURANCE COMPANY ARGONAUT-NORTHWEST INSURANCE COMPANY - P'esident 19 Gb Se,etory CERTIFICATE HOLDER AND ADDRESS NAMED INSURED AND ADDRESS • City of Neill 8eacft t..M. Skiammos aged Joba A. Artukovieh City Hall sons, lac., is lout Venture 3300 West Newport Blvd. 166 Atlantic Avsaao Newport Bosch, California rarallsoaut, California If certificate holder is a loss payee with respect to the described auto, check here ❑ POLICY NUMBER I KIND OF INSURANCE AND COVERAGES I LIMITS I EXPIRATION WORKMEN'S COMPENSATION Statutory ZXA.RGONAUT INSURANCE COMPANY EMPLOYER'S LIABILITY $9 (W , 000 each accident "OWE APFICE: MENLO PARK, CALIFORNIA CERTIFICATE $ , 000 each person n ARGONAUT - SOUTHWEST NCE COMPANY OF $ ,000 each accident HOME OFFICE: BATON R E. LOUISIANA - INSURANCE $ ,000 each occurrence ARGONAUT - NORTHWEST INSURANCE COMPANY HOME OFFICE: BOISE. IDAHO CERTIFICATE HOLDER AND ADDRESS NAMED INSURED AND ADDRESS • City of Neill 8eacft t..M. Skiammos aged Joba A. Artukovieh City Hall sons, lac., is lout Venture 3300 West Newport Blvd. 166 Atlantic Avsaao Newport Bosch, California rarallsoaut, California If certificate holder is a loss payee with respect to the described auto, check here ❑ POLICY NUMBER I KIND OF INSURANCE AND COVERAGES I LIMITS I EXPIRATION WORKMEN'S COMPENSATION Statutory EMPLOYER'S LIABILITY $9 (W , 000 each accident T6 BODILY INJURY LIABILITY $ , 000 each person 7JI /G6 — EXCEPT AUTOMOBILE $ ,000 each accident $ ,000 each occurrence PROPERTY DAMAGE LIABILITY $ , 000 each accident EXCEPT AUTOMOBILE $ , 000 each occurrence $ , 000 aggregate operations $ , 000 aggregate protective $ , 000 aggregate products BODILY INJURY LIABILITY — AUTOMOBILE PROPERTY DAMAGE LIABILITY — AUTOMOBILE $ , 000 each perso ^. $ , 000 each accident $ , 000 each occurrence $ .000 each occident MEDICAL PAYMENTS — AUTOMOBILE $ each person PHYSICAL DAMAGE -- AUTOMOBILE— ACTUAL CASH VALUE UNLESS OTHERWISE STATED COMPREHENSIVE $ COLLISION OR UPSET LESS $ deductible FIRE AND THEFT $ IF COMPREHENSIVE LIABILITY, CHECK HERE -- Description of Operations, Locations, or Automobiles Covered; or Additional Coverages; or Special Condition. All operations of tbo Assured 1 n. ..; t ...e. PRODUCER AND ADDRESS rillta Jayne lur smst G is blvd. Lass Az:lo , lifornia DATED AT _.__._ —_.. ON _ uno- e:e -wi us r:.aten noa.:e t) the ARGONAUT INSURANCE COMPANY ARGONAUT - SOUTHWEST INSURANCE COMPANY ARGONAUT - NORTHWEST INSURANCE COMPANY �' —? resident 19 Secretary C -849 See Contract File for Revised Plan Piling Repair CITY OF ART BEACH — PUBLIC WORKS DEPAR* PROGRESS PAYMENT REQUEST NOe FINAL 10� FOR PERIOD ENDING JUNE PROJECT. PILING REPAIR OF MARINE AND PARK AVENUE BRIDGES BUDGET NO.. 02- 3397 -o68 — CONTRACT / c-T ITE f -, ., CONTRAC, ITEM CONTRACT PRICE PERCENT COMPLETE AMOI.P. "�- EARnjf D �, �• !low. Ok I.:: {NAi. CI)NTP.: ". E>'., RA1, Tc� DA.rC C;N -RA.C' 'TO AkoUN7 E.ARN_��- $33,945.11 LEss IUD hf;l, 'vl •!'N LEas PRE,,i -u,; FA•'MCe;TS 30 50.60 A"-, LiN r D;It- 7,, I Re., uuC $3394.51 SEND PAYMENT TO: R.M. SKAMNES AND JOHN ARTUKOVICH SONS,INC. P.o. Box 337 PARAMOUNT, CALIFORNIA 1 HF.REP', CFrl t 'H >,l 1NE .ABORT: AMOUNT'S AND V.AI.i:Cs; ARE ::ORPEC'!, SIGNED_ ,7i — _ SIGNED s� ENC I NCE E,. N RAC" r.R BY �. W ` -�. Ave, B fl IDG e c 0 j., " elf t51 WEST �.. '^� y �� � a !e =K 66 go% i 4 1 �a� "Y r_ k�,o Orr - a I " j 66 mAa . I 444, Ali li ,.m 7; " fit JAM 'l l M c. ��� t �_ �- �., _ � A ��J�'.� ��. % �, L � t i. U4 J:� � ��� ' 1 y ,I:S�y, �' ��il�Y1J '. . -�� f _- i��'et b � � ` �. � .tip • 2 7 yY � i r� MAY 23, 1966 TO. CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR ' SUBJECT: ACCEPTANCE OF THE BRIDGE. FILING REPAIR AT MARINE AVENUE AND PARK AVENUE BRIDGES (C -849 REV.) RECOMMENDATIONS: 1. APPROVE CHANGE ORDER N0. 1 IN THE AMOUNT OF $710.11 FOR REPLACEMENT OF ADD IT IONAL REINFORCING S *EEL. 2. ACCEPT. THE WORK. 3. AUTHORIZE THE CITY CLERK TO FILE A N6T ICE OF COMPi,ET ION. 4. AUTHORIZE THE CITY CLERK TO RELEASE THE BONDS 35 DAYS AFTER NOTICE OF COMPLET;CN HAS BEEN FILED. DISCUSSION. THE CONTRACT FOR THE BRIDGE P!L ING REPAIR AT THE MARINE AVENUE AND PARK AVENUE BRIDGES HAS BEEN COMPLETED TO THE SATISFACTION OF THE PUBLIC WORK^..-, DEPART- MENT. THE BID PRICE WAS% 36,700.00 AMOUNT OF UNIT PRICE ITEMS CONSTRUCTED: 33,235.00 AMOUNT OF CHANGE ORDERS. 710.11 TOTAL CONTRACT COST. 33,945.11 ORIGINAL AMOUNT BUDGETED IN ACCOUNTS #02- 3397 -068 AND #02- 3397 -069 44,000.00 DURING THE REPAIR OPERATION, IT WAS FOUND THAT 11 PILES WERE NOT IN NEED OF REPAIR AND THAT THERE WAS A LESSER AREA OF SIDEWALK TO BE REPAIRED THAN HAD BEEN ESTIMATED. THIS RESULTED IN A REDUCTION OF THE UNIT PRICE ITEMS. THE CHANGE ORDER WAS FOR REPLACEMENT OF GO PTS!DERABLY MORE STEEL REINFORCEMENT THAN HAD BEEN ANTIC3- PATED. COUNCIL APPROVAL OF THE CHANGE ORDER WILL CONFIRM PUBLIC WORKS DEPARTMENT ACTION. THE CONTRACTOR IS R. M. SKAMNES AND JOHN A. ARTUKOVICH & SONS, INC., OF PARAMOUNT, CALIFORNIA. THE ORIGINAL DATE OF COMPLETION WAS MARCH 15, 1966. ALL WORK WAS COM- PLETED ON THAT DATE. GPD:VR VLIN DIRECTOR ! 0 JOHNSON WESTERN GUNITE COMPANY POST OFFICE BOX 44 GARDENA, CALIFORNIA FAcm,TV 1.3792 May 249 1966 MWISTBBRD MAIL Mr. John A. Artukovich R. M. Skamnee L. John A. Artukovich Sons, Inc. P. 0. Box 337 Po raapnot, California Dear Mr. Artukovichs Ve wish to "ll your attention to our invoice #2208 dated March 8th, in the amount of $36890.00, covering gunite work at Balboa Island. The payment was due on this invoice in April and as yet we have not received any information or payment from you. As we are not able to contact you on the telephone, we are sending you this letter by re- gistered mail. Ns nest have payment from you, or at least hear Prom you, prior to Friday, May 27th, otherwise it may be necessary for us to take other itepa to the effect settlement. We would appreciate it, if you would give this matter your iaaeadiatni attention. Very truly yours, JOHNSON WEST= CUBITS COWANY John L. Reinshagen $"rotary- Treasurer JTJtfrk cc: City of Newport Beach Department of Public Works P F C F I V E D MAY 2; 1966 PUBIJG WoftKS DER -.._ t, N. Y - ... �,, to � , 1 . . CITY OF NEWPORT BEACH CALIFORNIA May 16, 1966 Insurance CcMany of North America Union Bank Square, Suite 14 Orange, California 92668 Attention: Mr. J. I. Molitor Gentlemen: Enclosed is a copy of the claim of Richard C. Aidek for dames to his boat in the month of February, 1966 while it was do --ked at a slip, allegedly caused by work being done in connection with the repair of the Balboa Island Bridge (Piling repair of Marine Avenue and Park Avenue Bridges; R. M. Skamnes 6 John A. Artukovi.ch Sons, Inc., contractors; Contract No. 849). Also enclosed is a copy of the estimated cost of repairs. The Police Records office could find no Police Report in connection with this incident. Very truly yours, Margevy' Sduouder City Clerk: City of Tiewport Beach d9 Encl. cc: City Attorney City Manager Public Works Department ip CLAIM FOR DAMAGES AGAINST THE CITY OF NEWPORT BEACH 1. Name of claimant: Richard C. Dudek 2. Post Office address of claimant: 4404 Petit Avenue, Encino, California 3. Post Office address to which notices are to be sent: 4404 Petit Avenue, ino. California 4. Date, place and other circumstances of the occurrence or transaction which gave rise to the claim asserted: My boat, MALISA, is docked in Slip ,#1, Bayside Marine Sales, Newport Beach, California. During the month of February, 1966 the Balboa Island bridge was being worked on. In the course of this work sand - blasting equipment and gunite equipment was used. A portion of the sand and gunite material struck the port side of my boat pitting the side of the boat, windows, mast, boom, bell, and life -line stanchions. The contractors supervisor was notified by the manager of Bayside Marine Sales and therafter a man was sent over to hose the decks down almost daily. This removed debris from the decks but the damage to vertical surfaces had already been done. The official number for my boat is CF 0828 CB. S. General description of the indebtedness, obligation, injury, damage or loss incurred: Per the attached copy of a bid made by Basin Marine Incorporated the estimated cost of repairs amounts to $1,648.00. Beyond this it is estimated that to clean the interior of drifted sand will cost $65.00. It is to be noted that Item 2. on the bid should not be included. Therefore, the cost of item should be deleted from the $1,648.00. 6. Name or names of the City employee or employees causing the injury, damage or loss, if ]mown: The general contractor for this job was John A. Artukovich Sons, Inc., Paramount, California. The gunite subcontractor was Johnson Western Gunite Company, Gardena, California. 7. The amount claimed as of the date of presentation of the claim, including the estimated amount of any prospective injury, damage or loss, insofar as it may be ]mown at the time of presentation of this claim, together with the basis of computation of the amount claimed: $1,713.00 _ — Signature of claimant or his �. authorized representative: ./ r. Richard C. Dudek Date: May 12" 7966 Telephone number: Residence - 784 6555 Office 272 8097 ' RECEILLD CITY CLERIC 1. ibl%6 C'TY OF NVPOL( BEACH, TlTt"" I A.... y i r BASIN MARINE I\COPPORATED DON E. NEW PALMER MARINE ENGINE SALE/ ANO •ERVICC A COMPLETE MAINTENANCE ggaviec EE• EAYEIp( ONIYE • rNONE ETE.0E60 • MCWpONT OEAON. OAIII. March 14, 1966 Mr. RIL!iar ! C. pudeK ^t SI pulre.ld Lo% Angelo- . i f ' ►IJi;4" la•.II' .. With reference to vour hoat "Malisa" CF 0828 CB to do the following: 1. Haul Out. 2. Clean snd Paint the Bottom. J. Sand and Paint the Hull. 4. Sand and Paint the Superstructure. 5. Polish Port Side of Dinghy. 6. Replace Windows Port Side. 7. Remove, Polish and Rechrome 18 Stanchion Ends, Polish 9 Stanchions and Rechrome Bell. I estimate the cost to be One Thousand Six Hundre(. and Fort\ Eight Dollars ($1,648.00). F {,.:,;•.,, t,i', with vour approval. Yours truly, BASIN MARINE, IN;. a Don E. New Pres. CITY �� u _ CALIFORNIA MR. RICHARD C. DUDEK 600 NORTH SEPULVEDA BLVD. LOS ANGELES, CALIFORNIA. BEACH atr Nw &900 W. Newport 81vd. Arm Code 714 678-5110 xAY 5, 1966 SUBJECT: PILING REPAIR OF MARINE AVENUE AND PARK AVENUE BRUGES "490. DEAR SIR: REGARDING YOUR LETTER OF MAY 3, 1966, REGARDING DAMAGE ALLEGEDLY DONE TO YOUR BOAT °MALI8A ", WHILE THE BRIDGE PILINGS WERE BEING REPAIRED. THE WORK WAS PERFORMED BY A JOINT VENTURE OF R.M. SKANNES AND .JOHN A. ARTUKOVICH SONS, INC., P.O. Box 33T, PARAMOUNT, CALIFORNIA. ANY CLAIMS FOR DAMAGE SHOULD BE DIRECTED TO THE CONTRACTOR. VERY TRULY YOURS, .JOSEPH T. DEVLIN PUBLIC WORKS DIRECTOR KLP:NAJ CC: CITY MANAGER CITY ATTORNEY CITY CLERK �U b Sf CITY OF T BEACH PUBLIC WOR ARTMENT L CHANGE ORDER NUMBER: I -� ` --✓ CONTRACT PILING REPAIR QE. MARINE AVENUE AND PARK AVENUE BRIDGE CONTRACT NUMBER: : 5149 CONTRACTOR 1. AS DIRECTED BY THE ENGINEER, REPLACE MAIN REINFORCING STEEL (PROPOSAL ITEM #4) IN EXCESS OF 125 LBS. AT THE AGREED UPON UNIT PRICE OF $1.25 PER POUND. TOTAL REINFORCING STEEL REPLACED: 693.09 LBS. LESS 125% (125 LBS.) ITEM 4 125.00 LBS. BALANCE 566.09 LBS. 568.09 LBS. e $1.25 /LB.= $710.00 S 1 GNE D: DATE: Yl R. M. SKAMNES And JWN A, ARTux,-)v1 ^4 S �RtS IBC► 3 _^ CONTRACTOR: BY: DATE: , ._ '4dS�i�d.*.�9yft'FFbittf+X3t8 --�- CITY OF NE"tf BEACH • `` ' PURL IC WMS ARTMENT CNANQE ORDER KUMERt i CONTRUT 1 PILINS Iteft'llf. -W NAIUIX9 AvtMUt AND 11ARIi AvtM86 BRiosts C9tFfRA" NUNBERt 1 *9 _ ..�DN'S�It:TBR f 'Rt#f:3K11N/IC!{ & �.AIF`fl�f''Ill�j:,�'�.. .r•.:it_A 1. As Ditgmo sT TMs fM4l%tcR, IMPLACt MAIN 11tIMt9RSlNs sTC[L I�ROPOSAL Item A) IS 91IMS �Ot IIt5 LBO. AT TMt AGM1 90 U"M WX'" �!.!�' }C�K. DF �t.23" kt'R - >,* POUND* TOTAL RL I:IWOItC INS $Tt'CL KPLACCOI 03� Ltsi lr x'125 Lisa IT[N 4 BALAMC[ .` ;si. . 568.09 Los. 0 41.25/Le.� .... SISMCDI 2'- C. DAM Bvt DAM R. M. SKAMN =S And J�WN A A2triK:)vp. ^k SONS, INC. y : .. - 41� ._,.iv14 °.:..:�"A�.�.`s.r:✓a� "_. .'•;:._.:T.:.au&'b:2c......, .':�".�r'���'s"tu'..�_.s�� aS 1�a�3ili�fi�? ��� — 1ihS.�eic�'! CITY F I.EVPORT BEACH PUBLICORK3 DEPARTMENT 3300 W• MEMPgY2T BOULEVARD To: R M. SKAMHES L .loan ARTUKOVICH & SONS, INC. P.O. Box 337 PARaoUNTA CALIFORNIA DATE Mame, (o ATTENTION-.- J a[ORK Ji JENKN SUB d Cr: PILIMO REPAIR or MAIIINc AvcMUC AND PARK AVEHUc BRIDea WE ARE TR ITTINO THE FOLLOWING: No. COPIES DESCRIPTION 3 PROsm as PAvaENT Rcautst 13 3 CHAnac 000cm f I REMARKS: $cCT10N 943 or Tog CITY STANDARD SPECIrICATIONS RcoWIREO THAT EXTRA WORK Oc PAID ►011 AT ACTUAL COST PLUS Ig PERCENT• TMC UNIT PRICE FOR TMc ADDITIONAL STEEL NE►LACEMENT MAO KEN REDUCED ACCONDINOLV. PLEAK SOON AND NETURN THC ORIGINAL AND DISK COPY Or TNC INCLOSED PROGRESS PAVMENT REQUEST AND TWO COPIES or TMC cum" ORDER. IT IS cxPECTED THAT THIS CONTRACT WILL OE SUSIIITTED MO TMC CITY COUNCIL FOR TNCIN ACCCPTANCC AT TMC M99TIMS OF APRIL lip I9". COPIES TO: BY: fi:►. Dume"ml JR. L ASST. CIVIL Ns /Mato CITY OF NEVOT BEACH - PUBLIC WORKS DEPART* PROGRESS PAYMENT REQUEST NO. 3(FINAI) FOR PERIOD ENDING PROJECT; BUDGET NO 02 -3397 -065 CONTRACT NO. ITEM No. I CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED I REPAIR PILES OF MARINE AVENUE BRIDGE 270.00EA 53 EA. $ 22,41o.00 2 REPAIR PILES OF PARK AVENUE BRIDGE 290.00 EA 26 EA. 7,54o.00 3 REPAIR PILE CAPS OF PARK AVENUE BRIDGE 13000.00EA 2 EA. 2,000.00 4 REPLACE MAIN STEEL REINFORCEMENT 5.00/LE 125 LB 625.00 5 REPAIR DECKING OF PARK AVENUE BRIDGE 2.00/S 330/ SF 66o.00 $33,? 500 C.O. 11 710.11 -- $33,945-11 RECEIVED APR 121966 PUBLIC WORKS DEPT ORIGINAL CONTRACT $36,700.00 EXTRAS TO DATE 710.11 CONTRACT' TO DATE 37,410.11 SEND PAYMENT TO: AMOUNT EARNED 33,94 II R.M. SKAMNES & JOHN ARTUKOVICH & SONS, INC LESS 10% RETENTION 3,3g�•51 P.O. Box 337 A. SKAMNES LESS PREVIOUS PAYMENTS 29,349.00 PARAMOUNT, CAL IFORRIA. AMOUNT DU'd THIS REOUES'T 11201.60 And JOHN A. ARTLIKOVI..N SONS, ING I HEREBY CERTIF' THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. N. O. Box 337 SIGNED;... /�� _ ENGINEER F`asacn,unt, C9uFrnN SIGNED Ci'N'TF.ACT:OR BY R M. SKAMNES AND JOHN A. ARTUKOVICH SONS, INC. GENERAL CONTRACTORS 16200 SOUTH ATLANTIC PLACE PARAMOUNT, CALIFORNIA P. O. BOX 337 March 25, 1966 METCALF 3 -1136 NEVADA 6 -3247 e 1�1 �9 City of Newport Beach 3300 W. Newport Boulevard Newport Beach, California Attention: Mr. G. P. Dunigan, Jr. s Asst. Civil Engineer )Z „ Subject: Piling Repair Marine Avenue and Park Avenue Bridges - Extra Work Item #4 Dear Sir: In response to your request to submit a revised unit price on the subject item because of the increase in the estimated quantity, we have arrived at a unit price on that portion of rebar which exceeded 125 pounds. These figures have been taken from our actual cost records for specified days. To arrive at a reasonable and just amount, we used the costs of Feb. 2nd, 141b and 281b. 2/2 - yielder, equipment 8 hrs. @ 9.50 = 76.00 Helper 2 hrs. @ 6.00 - 12.00 Replaced 112.00 lbs. 2/14 - Welder, equipment 8 hrs. @ 9.50 = 76.00 " LF overtime 29% hrs. @ 12.50 31.25 Helper 2 hrs. @ 6.00 12.00 Replaced 124.37 lbs. 2/28 - Welder, equipment 8 hrs. @ 8.50 = 76.00 overtime 1 hrs. 6-D 12.50 12.50 Helper 2 hrs. @ 6.00 12.00 Replaced 77.35 lbs. Sub -total 307.75 Cost of rebar 313.72 lbs. @ 10¢ 31.37 + Sales tax 1.25 340.37 • • METCALF 3 -1136 NEVADA 6 -3247 R. M. SKAMNES AND JOHN A. ARTUKOVICH SONS, INC. GENERAL CONTRACTORS 16200 SOUTH ATLANTIC PLACE PARAMOUNT, CALIFORNIA P. O. BOX 337 City of Ne.:,port Beach Total from page 1 39/, yZ .iw + 15°5 Overhead 3/3.72 _ /• ZS' /Jf �Y99�' of=t Page 2 340.37 51.05 391.42 39.14 $430.56 Total costs to replace 313.72 pounds of rebar at $430.56-averages out at $1.37 per pound. Total rebar replaced per your estimate was 693.09 pounds. Of this, per specifications, we are to be paid for 125 pounds at $5.00 per pound, or $625.00. The balance, 568.09 pounds at $1.37 per pound, or $778.28. This makes a grand total of $1403.28 for Item 4. We trust this shall meet with your ap,roval and that we can expect final payment on this project in the near future. GJJ /ab Very truly, 9/ U 5� R. SKAINES and JOHN,A. ARTUIiOVICH SONS, INC. George f JTe#ise RECEIVED VAR 2s LW, Fam ""S DEPT. V R. M., SKAKtje` A ND JOHN A. A CH SONS, INC. R GENERAL. RACTORS 16200 SOUTH ATLANTIC PLACE PARAMOUNT, CALIFORNIA P.O. BOX 337 METCALF 3-1136 NEVADA 6-324.7 March 21i� 1966 City of Newport Beach 3300W. Newport Boultyarit Newport Beach, California Attentiont Mr, G. P. Dualges, Jr. Asst. Civil 8mg1n4WW Subjeett Piling Repair Hoplas Avenuo and Park Argun& lEldnn 'Afttra WeEk MW #4 Dear Sirt In rosponso.to your requ"t to submit a revised unit price an the subject itai-ticause of the increase in tiler estimated quantity$ we have arrived at a unit price on that portion of robs-r which exceeded 126, pounde*. These figures have been tak"41 from our actual cost records for specified days* Twarrive, at a reasonable and just amount, =we used the costs of fob# 2nd* 10 end 281be 2/2 — Weldor, equipment 8 bra* 0 9*50 76,000. Helper 2 bra, 0 6.00 MOO Replaced 112400 lbs* 2/14 Welders equipment 8 bra* 0 9.50 MOO overtino WA bra* -* 12.50 31*25 Helper 2 bra. 0 600 12,00 Replaced 1124*37 Abay. 2/28 Volder, equipment a bra..* 9*50 76*00 overtime I tire* 0 12.30 12*30 Helper 2 bra. 0 G.VO .12600 Replaced 77.35 lbs* Sub—total Cost of robar' 313M.lbs. 16 100 + Sales tax �w Y ' 3 METCALF 3 -1136 t'. NEVADA 6 -3247 JOHN A. Ado: H SONS, INC: GENERAE'.' AACTORS 162005 MIC. PIAQ.•. PARAMOUNT. CALFFOOUA, • P. O. BOX 337 " ,,''• CSX of Ne, w Sescg:.; P4 V? :. Y ... ... ; i Tetal fro. pa8! 1 34.37.:'.,:` 13% Overhead + 10% Profit 3244 $430..56 lbtal vests to replace 313.72 'pounds of .mar at S430.S6 averages 'out at $1937' P!r pomade. Total rebar.replaced.per your estivate wos..l" OS.:'.. pounds. 09 1bis, per ,.spealfications, we "se�s:.te be paid fpr. l2Ra .pads at iiSAO pa3� pound, or 3d81f0000 The balaso *, Q68.09.poands:at 31.37 per pound, or ,..,. 177848: jh$g 0*06 a 6ran5 total of. ,$1403.26;._fov. . . Item 4. . vt trust this . shall 'meet with your appro-Mi l and. that . we 008 oxp"t final payment, on this project is the near foturo. Very tral.n .. R.. K: ,SSAWM sad :.f JOHN. A.'`1=9DyI® SONS, INC. 04orge J. .Jensen GJJ /ab i P • OPRELIMINARY TESTS PRIOR COUNTY OF ORANGE TO AWARD OF CONTRACT ROAD DEPT. OPOTENTIAL SOURCE SAMPL Material Testing Section_ EsT No. 66-203,204,205 AFTER AWARD OF CONTRACT CONTROL TESTS ON REPORT OF TESTS ON FIELD NO. ` ® MATERIALS ACTUALLY P. C. C. mo.ore.O. 424 -K 1 W.O. or P.O. No. ae ANFR) ENTERING INTO WORKS FED. NO. O SPECIAL TESTS CLASS: SIZE: DATE REPTD. 3-16-6 IF CONTRACT. USE CONTRACT ITEM ROAD NO. PROJECT NAME. Balboa Island Bridge RESIDENT ENGINEER (INSPECTOR) CONTRACTOR SEND REPORT TO: - CONSTRUCTION OU MAINTENANCE C] SUB'D D PERMITj,E] AGENCY: Cityof Newport BeaC`�iE "Newport BeaC`�iE "- SAMPLE OF Gunnite SAMPLE FROM LIMITS OF SAMPLE LOCH. OF SOURCE MANUR E LOCATION Johnson - Western EPRESENTED DATE SAMPLED 2-16-66 BY Johnson - Western TITLE RECEIVED 2 -17 -66 FOR USE IN N. Pile Gunnite 6 �BILLI • J � RESIDENT ENGINEER (CITY ENGR.) P- 3011 -A E.1 CONCRETE & MIX DESIGN MADE AT, END OF MONTH NEER DESIGN OF MIX COMPRESSION TEST % % % % COME. SPECS. CYL. NO. DATE BROKEN AGE DAYS SLUMP CEMENT CONTENT ADMIX. Vol NPG 6 -1 203 2 -23 7 3824 3 it 6 -2 20 * 5962 2'1/= " - 205 3 -16 28 4822 2 1'h 1 'h 4 B la 30 50 100 200 SAND EQUIV. WET DRY AVG. SPEC. REMARKS. * 4 -1 Gunnite EE MAR in tan PUBUC fl(w uLPr �BILLI • J � RESIDENT ENGINEER (CITY ENGR.) P- 3011 -A E.1 CONCRETE & MIX DESIGN MADE AT, END OF MONTH NEER A I a a�� - O PRELIMINARY TESTS PRIOR ' TO AWARD OF CONTRAC* O CEPOTENTIAL SOUR SAM AFTER AWARD OF CONTRACT ®CONTROL TESTS ON MATERIALS ACTUALLY % % ENTERING INTO WORKS COUNTY OF ORANGE ROAD DEPT. M* &B4&I Testing Section ZEP-OR`--f-._OF TESTS P. C. C. © SPECIAL TESTS CLASS: SIZE: IF CONTRACT. USE CONTRACT ITEM "-ROAD NO. PROJECT NAME Balboa Island TEST NO. 66-200,201,202 FIELD NO. DDNi. 24-K 1Y.0. ae P.0. Nu a 4MP1 FED. NO. DATE REPTD. 3- 15•'�i if Bridge RESIDENT ENGINEER (INSPECTOR) CONTRACTOR SEND REPORT TO: CONSTRUCTION OUTSIDE ® MAINTENANCE SU B'D� PERMITS ❑ AGENCY: GENCY:' . City of Newport Beact SAMPLE OF Gunn ite SAMPLE FROM LIMITS OF SAMPLE LOCA. OF SOURCE OWNER OR Johnson- Western REPRESE TED MANUFACTURER 8 LOCATION DATE SAMPLED 2 -15 -66 BY TITLE RECEIVED 2-17-6 FOR USE IN N. P1 _e ('11T1T1T }v? i RESIDENT ENGINEER (CITY ENGR.1 F- 9011 -45.1 CONCRETE dl MIX DESIGN DESIGN OF MIX COMPRESSION TEST % % % % COMB. SPECS, -� CYL. NO. GATE BROKEN AGE DAYS SLUMP CEMENT CONTENT ADMIX. PSI NPG 511': 200 2 -23 8 - - * 4369 3 512 201 3 -1 14 - - * 4184 w, 202 3 -15 - - * 971 7 Iv1 I N4 30 50 100 700 SAND EQUIV. WET DRY AVG. SPEC. REMARKS: * 4 -1 Gunnite RESIDENT ENGINEER (CITY ENGR.1 F- 9011 -45.1 CONCRETE dl MIX DESIGN I CITY *EWPORT BEACH - PUBLIC.WORKS D *TMENT . PROGRESS PAYMENT REQUEST NO. 2 FOR PERIOD ENDING MARCH 15, 1 PROJECT: PILING REPAIR OF MARINE AVENUE AND PARK AVENUE BRIDGES BUDGET NO: SEE BELOW CONTRACT NO. ITEM No. I CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUR,?' EARNED 1 REPAIR PILES OF MARINE AVENUE BRIDGE 270.00 Ei 8g, EA. $ 22,410.1 2 REPAIR PILES OF PARK AVENUE BRIDGE 290.00 Ei 26 EA. 7,54o.1 3 REPAIR PILE CAPS OF PARK AVENUE BRIDGE 11000.00 E 2.EA. 2,000.( 4 REPLACE MAIN STEEL REINFORCEMENT 693.09 # 5 REPAIR DECKING OF PARK AVENUE BRIDGE 2.00 /S 330/ SF 66o.1 $ 32,61 o.1 BUDGET NOS.: 02- 3397 -068: $14,083.00 02- 3397 -069: 20.00 ORI -,IN.a L. CON T P. ACT Ex-i-RAS T-) DATE CONTRACT TO DATF AMOUNT ,.EARNE:: LESS 10d� E ^iT ION Less PRE`iJOUS PAYMENT-, A moo NT D17d I H IS REUUC"' r $36,700.00 36,700.00 ., $ 32,61o.00 3,261.00 15,246.00 11} 103.00 SEND PAYMENT TO: )0 )D )0 )0 L R. M. SKAMNES & JOHN ARTUKOVLCH &:C SONS, INC. P. 0. Box 337 PARAMOUNT, CALIF. I FIEREPY CFR'1 IF'' THAT 'rHE ABOVE AMOUNTS AND VALUES ARE CORRECT. S { �CNN A _ �7U SGNED . %� �. S IGN i0'Y" ONS, INC. ENGIN' R CONTRACTOR 7 BY (!r- C -8`s9 ORANGE COUNTY ROAD DEPARTMENT MATERIALS TESTIKG LABORATORY ADVANCE REPS OF COMPRESSIVE STRENGTH OF CONCR* CYLINDERS PROTECT: Balboa Bridge - Marine Ave. LOCATION: City of Newport Beach USE: PG 7 -1 8days DATE CAST: 3�1��66 AGE WHEN TESTED:PC 8 -y 7days TEST NO. 267 and 270 STRENGTH PSI: 267 = 3747 270 REMARKS: PG 7 -1 and PG 8-1 PHONE: 834 -3488 AREA CODE 714 F 9011 -l5 ENGINEER r r � -8s�9 _- i - -- - -- --- -- -1:p 67 �190 Z-? Z -6 8 =.. -L -3 zo- zlo - Sri - V3_•zo - lam- -Y8_ sY- Zoz��s _ . -_ ..__.�.. ._._. zy.�8s'-..c,� yr X8•tt� _ / "�?-. °_��3_ 09 �` . -. - - - -- - -- _ �s f�� 4f 6, 1• DESIGN OF O PRELIMINARY TESTS AWR TO AWARD OF COlwT COUNTY OF ORANGE ROAD DEPT. O POTENTIAL SOURCE SAMPLED. AFTER AWARD Materiel Testing Section TEST NO. 66-122,123 OF CONT RACf�.: REPORT OF TESTS ON FIELD NO. © CONTROL TESTS ON MATERIALS ACTUALLY P. r. C., C. coN.NO. IW.O. w P.O. No. or ARIM) 424 —K ENTERING INTO WORKS FED. NO. O SPECIAL TESTS CLASS: SIZE - DATE RERTQ. 3 ±2 -66 IF CONTRACT. USE CONTRACT = M . ROAD NO. PROJECT NAME Balbg,4 `•island Bridge RESIDENT ENGINEER (INSPECTOR) r.." CONTRACTOR SEND REPORT TO: CONSTRUCTION OUTSIDE ® . "AINTENANCE SUB -Dc] PERMITS AGENCY g AGENCY: y Newport Beach > Mite - Mite SAMPLE FROM LIMITSf6E6AMPLE, _ LOCH. OF SOURCE Wilmington" N MANUFACTURER &LOCATION Johnson - Western REPRESENTED DATE SAMPLED — 1-156 BY JO nson- Western TITLE RECEIVED 1 -26 -66 . FOR USE IN 1• �(BILCING WILL BE MADE AT END OF MONTH RESIDENT ENGINEER (CITY ENGR.) F- 9011 -94.1 CONCRETE i MIX DESIGN DESIGN OF MEMO 1-4 Gunnite Mix �(BILCING WILL BE MADE AT END OF MONTH RESIDENT ENGINEER (CITY ENGR.) F- 9011 -94.1 CONCRETE i MIX DESIGN O PRELIMINARY TESTS R COUNTY OF ORANGE TO AWARD OF COIVCT ROAD DEPT. OPOTENTIAL SOURCE SAMPLED Materiel Testing Section % AFTER AWARD OF CONTRACT REPO.RT OF TESTS ON ®CONTROL TESTS ON ., MATERIALS ACTUALhY P. C. C. DATE BROKEN .: s r ENTERING INTO WORkS SLUMP O SPECIAL TESTS CLASS it - -_ : SIZE: -- IT CONTRACT. USE CONTRACT ITEM ROAD NO. PROJEgNAME ] RESIDENT ENGINEER (INSPECTOR)`-F.-- xa.. SEND REPORT TO: CONSTRUCTION AGENCY: City of Newport Beac SAMPLE OF Gunnite SAMPL. LIMITS OF SAMPLE LOCH. OF SOURCE OWNER ANUFACTURER A LOCATION Johnson Western DATE SAMPLED 1- BY Johnson W FOR USE IN TEST No. 66 -132 ,133 ,134 FIELD NO. CONT. No. or (V1.o. —P.D. N..a ANFPI FED. NO. DATE REPTO. dge 'CONTRACTOR MAINTENANCE n SUB'D TITLE PERMITS RECEIVED BILLIN WI L BE MADE AT END OF MONTH • J� fi I M �ERIAL$ ENGINEER RESIDENT ENGINEER (CITY ENGR.) F- 3011 -45.1 CONCRETE & MIX DESIGN DESIGN OF MIX COMPRESS I0 TEST % % % % COMB. SPECS, CYL_ NO' DATE BROKEN AGE DAYS SLUMP CBMENT CONTENT ADMIX. P81 PG-1A 132 2 -1 7 * 4984 3 PG-21, 133 2 -8 14 5326 21112 PG- 134 2-23 29 * 6515 2 �s 4 8 la 30 50 IW 200 SAND EQUIV. WET DRY "G. SPEC. REMARKS: * 1 -4 Gunnite Mix BILLIN WI L BE MADE AT END OF MONTH • J� fi I M �ERIAL$ ENGINEER RESIDENT ENGINEER (CITY ENGR.) F- 3011 -45.1 CONCRETE & MIX DESIGN • DESIGN OF MIX O PRELIMINARY TESTS R COUNTY OF ORANGE TO AWARD OF CO G7 ROAD DEPT. % % OPOTENTIAL SOURCE SAMPLED " "� _ Material Testing Section TEST NO. 66 152,153 AFTER AWARD OF CONTRACT SLUMP -151, ADMIX. PSI REPORT OF TESTS O N FIELD NO. - CONTROL TESTS ON 7� MATERIALS ACTUALLY P. C.. C. (W.O. w P.O. HFP) W.O. . No. w A 424 —K ENTERING INTO WORKS - FED. NO. O SPECIAL TESTS CLASS: SIZE: DATE REPTD. 3—Z-66 IF CONTRACT, USE CONTRACT ITEM 3 - ROAD NO. PROJECT NAME Park Avenue Bridge 'r RESIDENT ENGINEER (INSPECTOR) CONTRACTOR 2 -1 SEND REPORT TO: CONSTRUCTION OUTSIDE IN MAINTENANCE SUB'D� * AGENCY: AGENCY City of Newport Beach 21/r SAMPLE OF Gunnite SAMPLE FROM -3 LIMITS OF SAMPLE 153 3 -1 - LOCA. OF SOURCE * 688 1 MANUFACTURER 6 LOCATION Johnson - Western RES EP ENTED DATE SAMPLED 2 -1 -66 BY Johnson- Western TITLE RECEIVED 2-4—Z FOR USE IN -. • }p BILLING WILL BE MADE AT END OF MONTH ," i RESIDENT ENGINEER (CITY ENGR.) °; P- 3011.45.1 CONCRETE# MIX: DESIGN P DESIGN OF MIX COMPRESSION TEST % % COMB. SPECS. CYL. NO. RATE aROHEN AGE DAYS SLUMP CEMENT CONTENT ADMIX. PSI Test #PGP- 3 11 - 2 -1 14 * 082 21/r -3 11 153 3 -1 28 * 688 1 2 �s IK V, e I6 30 50 100 200 SAND EgUIV. WET DRY AVG. SPEC. REMARKS: * 1 -4 Gunnite }p BILLING WILL BE MADE AT END OF MONTH ," i RESIDENT ENGINEER (CITY ENGR.) °; P- 3011.45.1 CONCRETE# MIX: DESIGN P 0 OPRELIMINARY TESTS R TO AWARD OF CO CT COUNTY OF ORANGE ROAD DEPT. • 66- 170,171,172,173, COMPRESSION TEST OPOTENTIAL SOURCE SAMPLED Materiel Testing Section TEST NO. 174,175 % AFTER AWARD OF CONTRACT SPECS. CYL, NO' DATE BROKEN CONTROL TESTS ON R E P O R T O F T E S T S O -N SLUMP FIELD NO. ® MATERIALS ACTUALIeY P. G..C. CONL No. or Iw.O.mP.O.RO.mARFP) -K ENTERING INTO WORKS X.i I FED. NO. •O SPECIAL TESTS CLASS: 70 DATE REPTD. 3 -7 -66 ROAD NO... _ IF CONTRACT, USE O014 ITEM T, Bridge.`, L / -- IS PROJECT NAME Balboa Island RESIDENT ENGINEER (INSPECTOR) CONTRACTOR SEND REPORT TO: CONSTRUCTION AGTSi' PK MAINTENANCE E SUB 'DEl PERMITS E3 AGENCY: City of Newport Beacn, SAMPLE OF Gunnite SAMPLE FROM LIMITS OF SAMPLE _ LOCA, OF SOURCE OWNER MANUFACTURER B LOCATION Johnson-Western ANTI REPRESENTED' DATE SAMPLED 2-4-66/2-7 BY Johnson - Western TITLE RECEIVED -9-66 FOR USE IN pil p rt,nni to . y0 BILLING WILL Al MADE AT D OF ATR IALS.FPIONICI RESIDENT ENGINEER (CITY ENGRA F- 3011Je.1 CONCRETE & MIX DESIGN DESIGN OF MT% %- COMPRESSION TEST % % % % COMB. SPECS. CYL, NO' DATE BROKEN AGE DAYS SLUMP CEMENT CONTENT ADMIX. P81 X.i I PG 3-1 70 2 -1 7 - * ** 3 PG 3-2 171 2-1E 14 - 2'J/ - 172 - 28 - " 66 0 z 4 - 1 173 - 7 - '� " 4715 _ - 174 - 14 - ` " PG -3 175 3 -7 28 - " " 5801 w 1 e 16 30 50 100 200 SAND EQUIV. WET DRY AVG. SPEC. REMARKS: *1to4Mix ** Gunnite . y0 BILLING WILL Al MADE AT D OF ATR IALS.FPIONICI RESIDENT ENGINEER (CITY ENGRA F- 3011Je.1 CONCRETE & MIX DESIGN JULY 190 1965 FINANCE DEPARTMENT ENGINEERING MARINE AND PARK AVENUE BRIDGES, CONTRACT 849 PLEASE REFUND THE *5.00 DEPOSIT FOR PLANS AND SPECIFICATIONS FOR THE SUBJECT PROJECT T0: JOHN L. MEEK CONSTRUCTION CO., INC. 8540 VENICE BLVD LOS ANGELES 34 B. B. NOLAN ASST. PUBLIC WORKS DIRECTOR VR ORANGE COUNTY.ROAD DEPARTMENT MATERIALS TESTING LABORATORY ADVANCE RE* OF COMPRESSIVE STRENGTH OF CONCR& CYLINDERS PROJECT: LOCATION DATE CAST: 2- AGE WHEN TESTED:_24-2.,2ays TEST NO. le 640 -7_6 3 STRENGTH PSI: -✓ ZT REMARKS PHONE: & AREA COE 1 CITY OF NEWPORT BEACH — PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. I FOR PERIOD ENDING PROJECT: PILING REPAIR OF MARINE AVENUE AND PARK AVENUE BRIDGES BUDGET NO. SEE BELOW CONTRACT NO. 849, FEBRUARY 16, 1966 ITEM No. I CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED 1 REPAIR PILES OF MARINE AVENUE BRIDGE $ 270.00 E 48 EA. $ 12 f 96o.00 2 REPAIR PILES OF PARK AVENUE BRIDGE 290.00 E). 10 EA. 2,900.00 3 REPAIR PILE CAPS OF PARK AVENUE BRIDGE 1,000.00 E . 1 EA. 1,000.00 4 REPLACE MAIN STEEL REINFORCEMENT 5. REPAIR DECKING OF PARK AVENUE BRIDGE 2.00/$ p,, 8o .co .00 $ 16,94o.00 BUDGET NOS.: 02- 3397 -o68: $11,266.00 02- 3397 -669: $ 3,980.00 DK Z -zs -c6 ECFIV D FES 1 A 1966 PUB IC wpnnS EPT, ORIGINAL CONTRACT $36,7QQ,00 SEND PAYMENT TO: EXTRAS TO DATE CONTRACT TO DATE 36,700.00 R. M. SKAMNES & JOHN A. ARTUKOVICH SONS, INC. AMOUNT EARNED $16,940.00 P. 0. BOX 337 LESS 10% RETENTION 1,694.00 PARAMOUNT, CALIF. LESS PREVIOUS PAYMENTS __ R. AEI. SIC.AP1,14 ,-5 AMOUNT DUE THIS REQUEST 15,246.00 A,,d J^:;'4 A. A,, : T i:. SONS, ltd C. I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. P0. b 7 S IGNED� ��� _ SIGNED l Para;nount, Caiiiurnia ENG I NEt R Fr2jkACTOR BY Fib &_ G -,F/- ORANGE COUNTY ROAD DEPARTMENT MATERIALS TESTING LABORATORY ADVANCE R *T OF COMPRESSIVE STRENGTH OF CONE CYLINDERS PROJECT: Balhna Inland Bridge LOCATION: City of Newport Beach- usE: Pile Gunnite DATE CAST: 2 -14 -66 AGE WHEN TESTED: 7 Days TEST NO. 173 STRENGTH PSI: 4715 REMARKS: PHONE: 834 -3488 AREA CODE 714 F 3011 —es ENGINEER F'i c C�- C -SYg ORANGE COUNTY ROAD DEPARTMENT MATERIALS TESTING LABORATORY ADVANCE •ORT OF COMPRESSIVE STRENGTH OF COOETE CYLINDERS PROJECT: Balboa Island Bridge LOCATION: City of Newport Beach —USE: Pile Gunnite DATE CAST: 2 -11 -66 TEST NO. 170 STRENGTH PSI: 5241 REMARKS: PHONE: 81 AREA COE F 3011 -ES AGE WHEN TESTED: 7 Days MATERIALS ENGINEER JIMA* AnvvswM &Mp p- 0, B" 337 4w susacts jiloatlis F., Avam ftow PILIM kftla P#ftftMTLV TM29 WAS A NIWJMMSTAMSIM X$44111OW 40 C@W&U&TION AT Twit 4w slit wiTo Ampaiwo4ft AND im CIvY# As CALLED r0ft to TO SK4iAL ftOVISIOINS PAM1 PARASOMill 46 (J)j ?a 4"ITIme OPAL mg Porstrosio" AD a #GwIwAwAp%wroG06 Toom 00"Islow on* M" PRMKT BUILDING w loop;fUtill i~10111 AT A TIM9# NOlftVFM ALL PILLS STAMII Ma K COPUM_l*IM Tes samic WORKING anspv• ALSO M*T#oM* in YM gawassavlow w" THAT Joubs6ftiovitas passacto TO CWKgn AT LICAST MD PILCII PC% OAVs 00 fa#DAV, rgwwmv 4. ArM APPLYING TIC IFIBST LAM OW %0119 " TIRE PILCOV JOUMN- wgsTCRM am BUT Or wwwro T"Is agamma: IN immy or Tweg PILLS MATINS AN AMMLM COLD JOINT* IT 00 Mg# 09TMIMD TRAY TVCSK PARTicuka PILu v#" a savisr"momvp nowavics tu Twit rwnm va* WORK WILL NOT K ACCCPVA*Lg• IT IS MMSMD '11110 TW AM TANG 09MVU ACTION 18 MIC911SAIRY TO INWANC THAT PROM 4UAfff#'" W MKMM If DO TM Ae site TO com"t Twe SAT's wm• : =IIS11L0 IT Amam TRAY VM§t IS 1~1`1141VIT MAMIALS TM GWITIM W*WI40 60" 99 atmocyce TO SKY Twu PILLS wulgn# in In woom or TM 9"Imse I[Ap CAR U COWL9190 WITIS TOW 10019RIA1, ON: MMM* MV PILCS S'I'AM V9D OUT NOT CONKgng DURING A WORMING MI," WILL U BOOM SOMM TO Y ORIGINAL 900MV9 AM MC-SWITto• V9MV TRULY "1111111j, as Pe owlemp 444, A"IsTAW Covii. Lusimma MIK eck JoRmsouWasnam 41wasTe Co* : i Pft ORANGE COUNTY & AD 0 DEPARTMENT MATERIALS TESTILG LABORATORY , ADVANCE REP COMPRESSIVE STRENGTH OF CONCREMYLINDERS PROJECT: LOCATION DATE CAST: /- �-y - 4 6 AGE WHIENTESTED: 2&m/a TEST NO. 6e- .13p- STRENGTI REMARKS PHONE: 54 AREA CDC PORN L-5 ORANGE COUNTY ROAD DEPARTMENT MATERIALS TESTING LABORATORY ADVANCE REP OF COMPRESSIVE STRENGTH OF CONCR CYLINDERS /. e, . I I 1 0 PROJECT: DATE CAST: )--2-1-64 AGE WHEN TESTED: :2 pd�.q TEST NO. . 64-14Z STRENGTH PSI: "T'3 2 q REMARKS PHONE: S, AREA COE FOAM L-0 i Pi44...I N 441� - - . j. �___.. age P /<< ,ta e /'/ _N�uE - P�L� G.../VOAI P/L� N�. -.... i a 13 - /_3 iq . j. �___.. age II s(-r 17 I )Jan - -- _ j G- ax, .f3 A-4 3 Z, zip . ���Umfficl 4,A! 'y 6w� a) 3 ------------ - zip . ���Umfficl R. M. SKAMNES AND JOHN A. ARTUKOVICH SONS, INC. GENERAL CONTRACTORS 16200 SOUTH ATLANTIC PLACE PARAMOUNT, CALIFORNIA P. O. BOX 337 February 9, 1966 City Clerk City of Newport Beach Newport Beach, California Subject: Item No.' 1 2 3 4 5 Y C. V � 48% Completed 48% ^ 48% ^ 48% ^ 48% ^ This Estimate Less 10% Retention Due This Estimate 31, 1966 $11,664.00 4,176.00 960.00 240.00 576.00 17,616.00 1.761.60 $15,854.40 J METCALF 3 -1136 NEVADA 6 -3247 RECM MY am FEB " 1966► MY of ORANGE COUNTY ROAD DEPARTMENT MATERIALS TESTING LABORATORY ADVANCE R * T OF COMPRESSIVE STRENGTH OF CONE CYLINDERS PROJECT: Park Avenue LOCATION: City of Newport Beach USE: DATE CAST: 2 -1 -66 AGE WHEN TESTED: 7 Days TEST NO. 151 STRENGTH PSI: 4953 REMARK PHONE: AREA CC F 9011 -!! e dooe C�olil/,9 F/P, -OrF -- ---- --- Z7 Ir -- - - - - -- 12 -XX 99S3 30 -23_- /Z 2. /4( x 7-2 F/P, FEBRUARY It* 1966 JOHN A. ARTtIKI?1ttimlowsy INc. PY 0. QOIt � PARAMOUMTy C4kLt/e1 .ft / AmigtDWI JOHN --A: 'l vvxoV Ny JRY _^ CT'1 PILL" MAmIHE A PARK AVERYES tkiMs a[NTLCMENI PCX OUR DI>1MM*tQN LAST NONTIOS THE QUANTITY fM,A60 IT[N Alk REPLAf[ MAlti>b[Et R[IN►ORC[M[NTy HAS R" .0l 0/ THE ESTIMATED QIIANTfTY. SECTION 4-03 of TN[! C#TT-A'/MIl,AAY Sei- IIICATIONS STATES TWAT WHENEVER AN ESTIMATE0 OHAN*t" IS REDUCED on EXCEEDED OV WORE TNAM 25$, THE wm SIMLk u CLASSIFIED AS EXTRA WORK AND MID ►OR AS DESCRIOCD m lEEw TION 9003. IT 18 R[QUEST[0 THAT YOU SUBMIT A MVIBCO UNIT ►RICE FBR 010 ITEM qty REFLECTING THE INCR[ASCD QYANTITY AND THERE PINCy LOVER CosT. THE ATTACHED TABULATION INDICATES A PRICE IN THE NEIGHBORHOOD Of 'D.Fj/LD• THANK YOu FOR YOWI Cownwr Iou IN THIS NATTER, VERY TRULY Youssy G. P. DuN1GANy JR ASSISTANT CIVIL ENGINEER Met ATT. .. _.._ . ,.. _ n::._��.� .�-= � -rte ,i.:.�s_.: . -. r. _ ...a.. _ z '-•`lBlBii r PILINa ftP-Aig MMIO49 PARK &UUUCG WDUSS coaq BID ITEM Ajo RC►LAcr MAI N INIPORCCHICUT Wcoo*T or #9 GARSI INV 3-4#/rT- COST or WgLwm & coulp"mys t►rIt ►OIO►OAL biiiift 1*") •*301"Ito mumn or SARK lut►Litsm V-'33 I.Emsta of was im►LAceDi .124.8 FT. WCIQMT OF 5"ll NCIALAC903 424*390 WELDER ON oft (3 DAT6)' R4 owe, Con or wwgas E 228.00 COST or STEEL 4 $0.10/1-8- 42,44 sus-TOTAI. 270*43 40*56 TOTAL 310." ToTAL/dg lauTS 40.73/Le, Go Po ouill"M 2 +10-66 ;7e to 0 CALIFORNIA PORTLAND CEMENT COMPANY MANUFACTURERS OF COLTON AND MOJAVE CEMENTS Colton, California — Mojave, California CERTIFICATE OF COMPLIANCE 5k..._._.. -- -Bbl. Colton Portland Cement from Silo No.-1�—,.� Shipped FM...161966 ------------------------------------------------------------------------- on Order No..IdZI ......................... To.L W..QWV=A..JW1C - -------- LAWadae—palu . ................................... Via------------ Thqi4 .... A ------------------------------------------------------------------------- will meet the current Requirements of the following Specifications: A. S. T. M. C150 -Type K! -------- - - - - -- -Low Alkali Federal SS -C- 192 - Type----------------- - - - - -- -Low Alkali Dray Ticket or Car Nc2701 -------------- R. A. LOVELAN%�__,o�/' ... . ................ Pla hemist 40 CALIFORNIA PORTLAND CEMENT COMPANY ..: MANUFACTURERS OF COLTON AND MOJAVE CEMENTS Colton, California — Mojave, California CERTIFICATE OF COMPLIANCE . 62.5Q ---------- -- -Bbl. Colton Portland Cement from Silo No. / /—= � Shipped -- ------ --P'F%..14- 19.6-6 ------ ----- --------- ........................................ on Order No .... !82! ......... — To-- r----------------------------------- Via..................... the r-. J-. U---------------------------------------------------------------- will meet the current Requirements of the following Specifications: A. S. T. M. C150- Type ----- FJ_Y$ ----------- Low Alkali Federal SS -C -192- Type ..... ...................Low Alkali Dray Ticket or Car No ...... $Z�4....__ 0 R. A. LOVELAND__ ._. Plant Pmist FORM 845 R263 - METCALF 3 -1136 NEVADA 6 -3247 K M. SKAMNES AND JOHN A. ARTUKOVICH SONS, INC. GENERAL CONTRACTORS 16200 SOUTH ATLAMIC PLACE MIIAMWM, CALIFORNIA P. O. BOX 337 February 9, 1966 City Clerk City of Newport Beach Newport Beach, California Subject: Item No. 1 48% Completed 2 48%, " 3 48% " 4 48% " 5 48% " This Estimate Less 10% Retention Due This Estimate I� ,l ti 31, 1966 $11,664.00 .4,176.00 960.00 240.00 576.00 17,616.00 1.761.60 $15,854.40 sue' Gam' W� FEB" 1966► MY OF NEwFORr e� QL F. _ 1 CERTIFICATE OF INSURANCE City of Newport Beach City Hall 3300 West Newport Blvd. Newport Beach, California THIS IS TO CERTIFY as to the existence of insurance with Underwriters at Lloyd's, London and /or fawronce Companies, asdescribed below: y Nome of Assured: R. M. Skamnes and John A. Artukovich Sons, Inc., A Joint Venture Address of Assured: 16200 So. Atlantic Ave., paramount, California Location of Risk California Kind of Insurance: Comprehensive General Liability Certificate No. 103464 period from 1 -10 -66 Limits: Bodily Injury each person $ 100,000 each accident $ 300,000 Property Damage —each accident $ 50,000 Kind of Insurance: Certificate No. Limits: Kind of Insurance period from Bodily Injury each person $ each accident $ Property Damage —each accident b to aggregate aggregate to . .aggregate aggregate Certificate No. .. period from 1 - ` to 1 -10 -67 $300,000 $ 50,000 8 b Limits: ' It is hereby understood and agreed that the certificate holder will be given ten (10) days written notice before any reduction of coverage or cancellation of this insurance is effective. by Registered Me i.l Dated at Los Angeles this 10th l /ion Jayne, ri Representative ,__.. _ .. >� jy�a ycinhd in U.S.A. ... dayof January 1966 { ISWE,TT & &CCRAWFORD iI BY • Z . J • CERTIFICATE . OF INSURANCE phis is to certif hat the C PANY desi ted abov as Issued ucf olicy(s) n t e =event ny materiy ch nge i � lyYipr mt derto s no s I it of fail to do . HOLDER AND ADDRESS Orange Co. Harbor District 1901 Bayside Dr. Newport Beach, Calif. ARGONAUT INSURANCE COMPANY HOME OFFICE: MENLO PARK CALIFORNIA i ARGONAUT - SOUTHWEST IN CE COMPANY ' HOME OFFICE: BATON ROU LOUISIANA j ARGONAUT - NORTHWEST INSURANCE COMPANY HOME OFFICE: BOISE, IDAHO will me NAMED INSURED AND ADDRESS If certificate holder is a loss payee with respect to the described auto, check here POLICY NUMBER I KIND OF INSURANCE AND COVERAGES AU- 210 - 061996 WORKMEN'S COMPENSATION EMPLOYER'S LIABILITY BODILY INJURY LIABILITY — EXCEPT AUTOMOBILE PROPERTY DAMAGE LIABILITY — EXCEPT AUTOMOBILE " BODILY INJURY LIABILITY — AUTOMOBILE ` R. M. Skamness & John A. Artukovich Sons, Inc. 16200 S. Atlantic Abenue Paramount, California a Of S $ $ $ S $ $ 000 each accident 000 each occurrence 000 aggregate operations 000 aggregate protective 000 aggregate products 000 aggregate contractual 000 each person 000 each accident 000 each occurrence PROPERTY DAMAGE LIABILITY LIMITS EXPIRATION $ X000 each occurrence Statutory 1 -10 -66 s2,000 , 000 each accident to _ $ $ , 000 each Person , 000 each accident 1 -10 -67 $ , 000 each occurrence - Description of Operations, Locations, or Automobiles Covered; or Additional Coverages; or Special Condition. S $ $ $ S $ $ 000 each accident 000 each occurrence 000 aggregate operations 000 aggregate protective 000 aggregate products 000 aggregate contractual 000 each person 000 each accident 000 each occurrence PROPERTY DAMAGE LIABILITY $ , 000 each accident — AUTOMOBILE — $ X000 each occurrence MEDICAL PAYMENTS — AUTOMOBILE $ each person i PHYSICAL DAMAGE — AUTOMOBILE — ACTUAL CASH VALUE UNLESS OTHERWISE STATED COMPREHENSIVE $ COLLISION OR UPSET LESS $ deductible FIRE AND THEFT $ _ —• IF COMPREHENSIVE LIABILITY, CHECK HERE _ II ^- - Description of Operations, Locations, or Automobiles Covered; or Additional Coverages; or Special Condition. All operations of the assured mail. PRODUCER AND ADDRESS Allen Jayne 1833 W. Olympic Blvd. Los Angeles,—Calif. DATED AT ����es UNDSIe.Ri Hs by reyistered - -- ON - 1 -10- 65 - - 19— ARGONAUT INSURANCE COMPANY ARGONAUT. SOUTHWEST INSURANCE COMPANY ARGONAUT - NORTHWEST INSURANCE COMPANY e::��4p res� t f Secretary 2 m f 0 ti rm m m n C"1 m r r• M 0 ro a r• m W(70 W r•& O i* e. �To (D m M v, r c* r Z co 2 F m � £ o 'E '7 o e* •s e+ C4 m to w CL r � W r s Z W r ` M n 3 Z 0g a5 �o 6 /000 q m rn z r� u'B• w c (1 � 0 0 N 1 a • METCALF 3 -1136 NEVADA 6 -3247 JOHN A. ARTUKOVICH SONS, INC. GENERAL CONTRACTORS 16200 SOUTH ATLANTIC PLACE PARAMOUNT, CALIFORNIA P.O. BOX 337 January 28, 1966 City of Newport Beach Newport Beach California Gentlemen: As per your request, we are pleased to submit the following rates for your consideration to perform extra work related to the Park Avenue Bridge and the Newport Beach Bridge contract: `Sates by the hour: Foreman - 6.25 Pile Butts - 4.77 Other Labor - 4.45 + 30% for payroll taxes, insurance and all other union fringe benefits Equipment by the hour, bare: Compressor, incl. pneumatic tools - 5.00 Sandblasting equipment - 5.00 Pickup truck, Incl. hand tools - 1.50 Handicrane - 10.00 Sub - Contractors: Johnson- Wes4ern Co. for guniting C $168.00 per hour, which includes all labor, materials and equipment. To the above rates and prices we shall add 15% for over- head and 15% for profit. Materials furnished by us will be billed to you at cast, plus handling. In the event any welding would be necessary, we shall bill }Lou @ $9.50 per hour for the welder and his truck and equipment. RECEIVED AN 311966 GJJ /ab PU&jc WORKS DEPT. Ver truly, tiZa Z4-t /George) i, O ffice h N6- "- -3ZC/ 7 • METCALF 3 -1136 NEVADA 6 -3247 JOHN A. ARI'UKOVICH SONS. INC:. GENERAL C?b..RACTORS 16200 SOUTH ATLANTIC PLACE PARAMOUNT, CALIFORNIA P.O. BOX 337 .January 289 1566 City of Newport Beach Newport Beach California Gentlemen: As per your request, we are pleased to submit the following rates.for your consideration to perform extra work related to the Park Avenue Bridge and the Newport Beach Bridge contracts Naxes.bv the hours Foreman - 6125 Pile Butte - 4.77 Other Labor - 4.45 t 30% for payroll taxes, insurance and all other union fringe benefits E4uioment by the hour. barer Compressor, incl. pneumatic tools - 5.00 Sandblasting equipment - 5.•00 Pickup truck, incl. hand tools - 1.50 Handicrane - 10.00 Sub- Contractors: Johnson- WeEWrn Co. for guniting 0 $168.00 per hour, which includes all labor, materials and equipment. To the above rates and prices we shall add 1596 for over- head and 15% for profit. Materials furnished by us will be billed to you at cost, plus handling. In the event any welding would be necessary, we shall bill jou @ $9.50 per hour for the welder and his truck end: equipment. GJJ /ab Very truly, George J. Jenseh Office Manager C -g�q METCALF 3 -1136 NEVADA 6 -3247 K M.SKAMNES AND JOHN A. ARTUKOVICH SONS, INC. GENERAL CONTRACTORS 16200 SOUTH ATLANTIC PLACE PARAMOUNT, CALIFORNIA P. O. BOX 337 January 17, 1966 City of Newport Beach Newport Beach, California Attention: Engineering Dept. Gentlemen: This letter is written to confirm a conversation between our Mr. Donald Lawson and your Mr. Pat Dunigan, regarding the travel of heavy vehicles. over the bridges we are repairing in your city. Mr. Lawson felt that inasmuch as the bridges are in a bad state of disrepair, the load limits should be reduced during the course of construction. In the event of a structure failure to the bridges during construction, we do not feel that we should be directly or indirectly responsible. JAA /ab Very truly, G' '1 John A. Artukovich, J . WFiVED JAN 18 1966 Flu" Vohs WT. ' 0 R. M. SKAMNES AND JOHN A. ARTUKOVICH SONS, INC. GENERAL CONTRACTORS 16200 SOUTH ATLANTIC PLACE PARAMOUNT, CALIFORNIA P. O. BOX 337 January 17, 1966 City of Newport Beach Newport Beach, California Attention: Engineering Dept. Gentlemen: This letter is written to confirm a conversation between our 19r. Donald Lawson and your Mr. Pat Dunigan, regarding the travel of heavy vehicles over the bridges we are repairing in your city. Mr. Lawson .felt that inasmuch as the bridges are in a bad state.of disrepair, the load limits should be reduced during the course of construction. In the event of a structure failure to the bridges during construction, we do not feel that we should be directly or indirectly responsible. Very truly, John A. Artukovich, Jr. JAA /ab I � Y�l�tili -�.� L'lI � %i. G�'ll.�'V � .�'. Y'�.'IL �.Yi✓, ��l'l 14�,� -O ✓tJ ll. METCALF 3 -1136 NEVADA 6 -3247 :4# �#ANYAR'Lt �►, #966 R. IL tit mmv Am Jow A. ARTNROTION S#NS# Inc* GiNI' AL CORfNAITOIMS #6M Som ATLmVtC rLACt PARAUOWNT# CALWORMM swatCT1 tut P#LHIe ! ►AAIN Or MARIK A11tWX AM PAM AVtW9 lINISOt# C 77777-- 7'fl krtNcm is ow Tai "to LcYTcR or JA wmv 17, 1966, OI#CLAM/MO RRI►OU/NrtL1TT ►ON ANT SYNYCIWNAL FAILWRt TO Tut MNt#OLS OYRINS CONrTRWCTION. Y#Nn ATTc*T #oN Is stNccup TO vat ►ACT TNAY YNO COWRACT OCt$ Off ttt# #CATt TNAY LOA" ON TN. MItIMS WOULD 89 We ITANTt0 Nmtm COUSTRNCT141H IN ASrITI011# YOUR ATT91111011 1s Ot#KCTto T# stCT#ONs 7 + #1# 7 +18# AIM 7.14 S► TM sTAMOAM s►titFICATIONI. TNCU UCTIONS ►MOVID9 THAT TNL CONTRACTSR is Rc0i0M out rem AMY LO#S #r OAMAO[ THAT uAT NAVCN TO TNt WORN# OR TO ANY KINwNS# 02 TO AMY tNOKITII SYSTAIKD to Tw C#NSYRYCYISU M Yut WORN OR IN $"Kenn" YNtKW# AM UAN YK CITY SHALL WT K $OLD NCWOMI#Lt FOR TI#s CANt OR INOTtCT #ON OF TN[ WORN MOR TO FINAL AMPTANit• Van TRN#LT v MMoem 11CudAN IN S. NOUN CITY CNsINttN West act C ITT Av"*NtT I i. a. 17 40 -Ll If . 11 1 '01 I f .h►t1E >z9, 1966 R. 'M. SRAwlcs if ANN A. ARTuKOYIrq SONS *` Oft* ATLANTIC AtIam �. PANAHDMNT, CALIrMNIA SMBJtcrt Tat PILIHa RR►ARR or MARINE Avj6ilM -' w P*ft AMEINIE llotows GENTLENENt ENCLOSED AR; MR COPIES Or INC CONTRACT 00CUM.OfB rOR TM COMM- VIM M Or TUC UYBJRCT rROJECT. ACTtoH AWAMDI Tuts CONTRACT TO YOU WAS TAXZV BY THE CITY COUNCIL ON .JUNE 28, 1 . iT WILL BE MLCEssARY foa TOY To tXtcun THE LAWS MW MATERIAL BOW, iRRroM1ANCR ftma, NON- cftumIioff ArtIDAYIT, WAT9MV of fl*AHCIAL j RESPONSIBILITY, AND THE CONTRACT. THE DATE Or vmt Co/KRACT to TO DE LRrT &LACK, AND IT WILL BE fILLCO IN W KN TM CIVV RXtCMTM THE A4Mr69tNT. THE Cow%Aa aommaTs WILL Ut 91BTatat,Tto AB roLt.041 Q CITY CLttot, (P) iC WOAKS DC�PAIIT11tNr, (9) CONTRACTOR, � ) MMISINB COMPANY, AND (5) CITY f1NANtt Dt#ARTNttR. 10 AUDITION TO THE ABOVE aOCM OYS, PLCAUE -"- IT CERTIrICATRa raR PMSLIS LIABILITY AND PROPERTY DAMAOt INBURANCR, AIM WoR MU'S CtMN►E*- SAT I ON INMIHANCt. 19 WANING AlMOHM MWISSM I= AL AIR I MY MAMMI I. TIt CITY or Ntv "T kAm IS To K %Me AB AN ADU IT IONAL AM SHRED ON TILE POLic LIABILITY AHD PRovgM DANAM IHOMItAa6t. t. Tom LIMIT or TNC soam ANSR s1aILI. BE As raLLOW A. LItItT or LIABILITY rott IiNMUY oa Asst"wh1::DtATHt v Out Pt"" 000400000 1300,440.40 aR ACCIBENT O ism e. LIMIT or LIANI4 no PN1moubmaws Oat Ace mw AoO "jg LIAOItITT r ,CW.pp 3. TMt PoL is its am" me Icaw"Ke AS rO AAM: "IT Ia Mta1sY VWU*VW a* MWMp THAT VM PaJeY TO Whip TMIs GLaTFrl"Tt up it Ql)v *01 IK 4401wa, WMIALLI cammak Im TM6 4► a[lUeto, MOa TN[ IOL 1CT JILMM 16 =35 tL tU 10 '1 A/ Ka atct IIt oY TMS C I TT CIS or Tmc CITY or Stwo w kmap CITY M&Lt, kv- ►MIT BLJIGN, CaLit IN1 /A, or A RtalaTTi!► WITTEN NOTICC or SUM CANIXUATION On KOUCTION 111 CW48M. FLZAK WANIT Y" VAWPGat0 MOT ING OAT& IN MIOta TMAT tit NAY PLAN OUR INiitCT1ON Sesaloe%96 Tee a1KC 1 r 1CAT 1OIM aa1M l at THAT AN Or TW AOM ooeM M K at- TURNtO TO TM CITY NITNIN 10 OAYA ArTta TMtY MAY[ 099M MAiitO TO YOU. VtaY TRULY YOUMO, NICMAZL aso►a AasociAT IV IL 1:MOINtta "m EMCLSS iTN : Mae 6/ /65 (12) . is 1 RESOLUTIN W. Q77_ 2 A RESOLUTION OF Tiffs"*x TY COUNCIL OF TICS CITY Of NEUFMT BRACH AWARDIN A CONTRACT FM THE MID= 311 l PILI REPAIR AT MMLIKK AVE1= AO 1CA X AVERUS 4 i PILING REPAIR BRIDWB (REVISRD COROACT) 5 WMMW, pur3uent to the notice Inviting Bids for xea:^k 6 consisting of the bridge piling repair at Marine Avenue and bark 7 Arsaue Bridges (Revised Contract), in the City of "era tt Beach, in 8 accordame with the plans and specifications, heretofore adopted, 9 bids were received on the 23rd day of ,Tune, 1965, and publicly 10 opened and declared; and 11 W:i MS, it appears that the lowest responsible bidder 12 therefor is R. X. Skamnes A Job: A. Artakovich Seas, Inc.; 13 NW* TRUEFORE, BE IT R=OLV$A that the bid of R. X. 14 Skames A John A. Artukovich spas, Inc., in the amount of $36,700 15 be accepted and that the contract for the toasuvetieas work be 16 awarded to said bidder. 17 BE IT P[ R3WR R$0t.VED that the Mayor and City Clerk are 18 hereby authorized and directed to execute a contract in accordance 19 with the specifications, bid and this award on behalf of the City 20 of Newport Beach, and that the City Clerk be directed to furnish 21 an executed copy to the successful bidder. 22 ADOPTID this 28th dap of Jan�a -, 146$. itayor 25 ATTEST: 26 27 city Glerx ` 28 29 30 31 32 SUBMARINE I** ENGINEERING ASSOCIATES 413 30th Street Newport Beach UNDERWATER bp/ J" • Construction • Inspection • Survey California • 673 -5577 Experience record of SUBMARINE ENGINEERING ASSOCIATES December 1963 Januar February 1964 - Subcontract to Donahue 0 shore Divers or o al Marine Exploration; management of diving crew on drilling barge'Western Explorer" at the mouth of Surinam river, Surinam, South America. Work consisted of submarine well -head installation, maintenance and repair. A major ortion of this work dealt with the use of cement. Dollar value 31500.00 March 1964 - Bechtel Corporation, Purchase order # BES -7296. Inspection of cement structures in units 3 and 4 of Southern California Ldison's E1 Segundo Steam Station. Dollar value $3925-00. A ril 196 - Bechtel Corporation, Purchase order # BES -7313. Inspection of cement structures in units 3 and 4 of Southern �REI`r California Edison's El Segundo Steam Station. Dollar value ;1493.50. SP May 1964 - Bechtel Corporation, Purchase order # BES -7317. Repairs to cooling water intake tunnel velocity cap, relocating buoy and inspection of discharge tunnel. The above work re- quired replacement of re -bar and use of cement under water. wjA�,t p,R N.Dollar value :$271$.00. j91 June 1964 - Subcontract to Donahue Offshore Divers for City of Los Angeles Harbor Department. Apply forms and pour cement 5Ph around wooden pilin s in test prior to specification (contract). C -1541. Dollar value 11680.00. Au ust 1964 - Mexican Federal Electric Commission. Repairs to E Novi o Dam. Cutting and welding of steel, chipping and re- placing concrete under water. Dollar value $4920.00. Lugust 1964 - Inspection of pump chambers at Huntington Beach Steam Station, Southern California Edison for marine gr w h and cement damage. Dollar value $90.00. May 1964 - Subcontract to Ocean Science and Engineering for U.S. Atomic Energy Commission. Survey of beaches *nd collecting of samples from Avila Beach, California to south Side of Point Conception, California . Dollar value $3305.00 - 2 - ra • - 2 - September 196 - Southern California Edison, Purchase order # 15242. J Repairs underwater) of the steel and concrete upstream face of Huntington Lake Dam # 1 near Big Creek, California. Dollar value $1680.17. November 1964 - Southern California Edison, Purchase order # 27918. Meaning and repairing intake trash rack at Huntington Lake Dam # 1. Dollar value $1394.24. November 1964 - Installation of underwater circulating sample system or ec to Corporation, Purchase order # 4050 -4551. Dollar value $611.00. November 1964 - Southern California Edison, Purchase order # 20047. Remove obstructions from pump chambers # 1 and 2 and remove other debris from chambers at Los Alamitos Steam Plant. Dollar value $168.00. December 1964 - Southern California Edison, Purchase order # 28021. Meaning and repairing intake trash rack at Huntington Lake Dam # 1. Dollar value $2805.37. December 1964 - J. T. Smith Construction Company, Purchase order A5. Inspect and measure outfall, Orange County Sanitation District. December 1964 - Southern California Edison, Purchase order # 200$5. Remove obstructions from pump chambers # 3 and 4 and remove other debris from chambers at Los Alamitos Steam Plant, Dollar value $16$.00. Januar 1965 - Bechtel Corporation, Purchase order # 4050 -4757. Inspect both screen wells and attendant structures at Southern California Edison's El Segundo Steam Station. Dollar value $168.00. January 1965 - Southern California Edison Company, Purchase order 435. install traveling screen at Huntington Beach Steam Station. Dollar value $78.00. February 1965 - Bechtel Corporation, Purchase order # 4050 -4865. Inspect booth screen wells and attendant structures at Southern California Edison's E1 Segundo Steam Station. Dollar value $168.00. Februar 196 - Southern California Edison, Purchase order # 21470. nsta traveling screen at Huntington Beach Steam Station. Dollar value $78.00. Februa=ry 1965 - S.S. Irene, Atlas Steamship Agency. Repairs to hull of `.fir. Irene. Dollar value $301.50. March 1965 - Southern California Edison, Purchase order # 21541. In Ea screen at Huntington Beach Steam Station. Dollar value $78.00. March 1965 - Southern California Edison, Purchase order # 21566. Repairs to marker buoy # 6 at Huntington Beach Steam Station. Dollar value $826.00. 7. 3 - _..max .�, -°-- `���•• � _... ._ M- - 3 - • April 1965 - Salvage of Yacht "Kirawan " from Newport Beach East Jetty for Mr. Grant Hoag Newport Beach, California (Deans & Homer, Insurance General Agentsj. Dollar value $26$3.65. June 1965 - Lido Shipyard, Purchase order # 6180. Repairs to large marine railway. Dollar value $45.00. a • SUBMARINE ENGINEERING ASSOCIATES 413 30th Street • Newport Beach 0 California Experience record of L. C. Miller and Ramsey Parks. UNDERWATER • Construction • Inspection • Survey • 673 -5577 i,:ay, June, JulpX 1963 (Parks) - Installation of traveling screens at ouThern CalijE is Edison's Huntington Beach Steam Station for Bechtel Corporation. Consisted of underwater chipping, cementing and steel reinforcement. December 1963, January, February 1964 (Miller and Parks) - In- staliation, maintenance and repair o submarine well heads for Donahue Offshore Divers on Global Marine Exploration's drilling barge "Western Explorer". tfviiiier and narks) - Jmployed as divers by uonanue U1'13hore Divers for City of Los Angeles Harbor Department Contract # 1541. Work consisted of the repair of ,,00den pilings. December 1964 JaLig r 1965 (Miller and Parks) - Employed as divers y Peter Kiewit ons ompany to replace cement manhole cover at Southern California Edison's Huntington Beach Steam Station. JUNE 28, 1965 TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR J- D SUBJECT: PLANS AND SPECIFICATIONS FOR THE BRIDGE PILING REPAIR AT MARINE AVENUE AND PARK AVENUE BRIDGES (REVISED CONTRACT NO. 849) RECOMMENDATIONS: 1. ALLOY THE LOW BIDDER, CROFT AND NEVILLE, TO WITHDRAW THEIR PROPOSAL. 2. ADOPT A RESOLUTION AWARDING THE CONTRACT TO R. M. SKAANES AND J. A. ARTUKOVICH AND SONS, A JOINT VENTURE, FOR $36,700.00 AND AUTHORIZING THE MAYOR AND THE CITY CLERK TO EXECUTE THE CONTRACT. 3. AUTHORIZE THE PUBLIC WORKS DEPARTMENT TO NEGOTIATE A CHANGE ORDER FOR REPAIR OF BADLY DETERIORATED SEAWALL ON THE SOUTH BAY FRONT OF BALBOA ISLAND, THE WORK TO BEIINCLUDED IN THE CONTRACT. DISCUSSION: SIX BIDS WERE RECEIVED AND OPENED IN THE OFFICE OF THE CITY CLERK AT 10:30 A.M. ON JUNE 23, 1965• BIDDER TOTALS GUNITE CONCRETE ALTERNATE (POURED IN PLACE CONCRETE) CROFT AND NEVILLE -- $31,544.38 NEWPORT BEACH R. M. SKAMNES AND J. A. ARTUKOVICH & SONS $36,700.00 -- PARAMOUNT BURNETT CONSTRUCTION COMPANY $64,900.00 $48,100.00 CANOGA PARK TRAUTWEIN BROS. $48,363.40 -- NEWPORT BEACH BOECK PAVING COMPANY $78,418.46 $50,909.60 SANTA ANA B. Q. HALLORAN -- $69,714.00 DOWNEY THE RECOMMENDED BID IS 16.6% LESS THAN THE ENGINEERS ESTIMATE OF $44,000. THE AMOUNT BUDGETED IN ACCOUNT Nos. 02- 3397 -068 AND 02- 3397 -069 IS $44,000.00. THE LOW BIDDER, CROFT & NEVILLE, HAS REQUESTED THAT THEY BE ALLOWED TO WITHDRAW THEIR BID BECAUSE OF AN ERROR IN INTERPRETING THE PLANS AND SPECIFICATIONS, A COPY OF A LETTER FROM CROFT & NEVILLE 15 ATTACHED. SUBJECT: PLANS AND SPECIFICATIONS FOR THE BRIDGE PILING pR1E�PAIR AT MARINE AVENUE AND PARK AVENUE BRIDGES (REVISED CONTRACT NO. 849) THE PROPOSAL OF SKAMNES AND ARTUKOVICH IS FOR GUNITE CONCRETE CONSTRUCTION WHEREAS CROFT AND NEVILLE'S IS FOR POURED -IN -PLACE CONCRETE. THE ORIGINAL CONTRACT BID IN JULY, 1963, WHICH SPECIFIED GUNITE CONSTRUCTION ONLY, HAD A LOW BID OF $52,320 WHICH WAS REJECTED DUE TO THE EXCESSIVE COST. AFTER HOLDING DISCUSSIONS WITH THE CONTRACTORS REGARDING THE FIRST CONTRACT, IT WAS DECIDED TO INCLUDE THE POURED -IN -PLACE ALTERNATE IN THE BIDDING OF THE REVISED CONTRACT IN ORDER TO OB- TAIN A MORE COMPETITIVE BIDDING SITUATION. HOWEVER, IT IS STILL OUR OPINION THAT THE GUNITE CONCRETE CONSTRUCTION WILL PROVIDE BETTER ADHESION TO THE EXISTING CONCRETE AND A BETTER REPAIR JOB. IT IS FELT THAT THE SECOND LOW BID OF $36,700 IS A COMPETITIVE PRICE FOR THE WORK AND THAT THE USE OF GUNITE CONCRETE, AS-PROPOSED BY THE SECOND LOW BIDDER, RATHER THAN POURED- IN-PLACE CONCRETE WILL RESULT IN A MORE SATISFACTORY JOB. IN CONJUNCTION WITH THIS PROJECT, IT IS PLANNED TO NEGOTIATE WITH THE CONTRACTOR TO REPAIR SOME BADLY DETERIORATED SEAWALL ON BALBOA ISLAND ON THE SOUTH BAY FRONT. IF THE PRICE IS FAVORABLE, AN EXTRA WORK CHANGE ORDER WILL BE PRESENTED TO THE COUNCIL FOR THEIR APPROVAL. THE CONTRACTOR HAS ESTIMATED THAT THE WORK COULD BE COMPLETED BY NOVEM- BER, 1965; HOWEVER, THE SPECIFICATIONS ALLOW UNTIL MARCH 15, 1966, FOR COMPLETION IN ORDER TO PROVIDE A MAXIMUM AMOUNT OF LOW TIDES- ATTEST TO OPENING OF BIDS: C 1 Y CLIZRK JOSEPH T. DEVLIN PUBLIC WORKS DIRECTOR MJA:BE ATT. CROFT & NEVILLE MARINE CONTRACTORS 223 TWENTY.FIRST STREET NEWPORT BEACH, CALIFORNIA 82660 TELEPHONE 675 -3729 June 24, 1965 CITY OF NEMPORT BEACH City Hall Newport Beach, California Attention: City Council 10 Reference: Bid for Contract 849 (Piling repair of Marine Avenue and Park Avenue Bridges) Gentlemen: This is to advise you that we wish to withdraw our bid for the above mentioned contract 849 submitted June 23, 1965 by our firm CROFT & NEVILLE. Our interpretation of the plans for this proposed project differed from the intent of the City of Newport Beach Engineering Department. In light of this, we feel that it is necessary for CROFT & NEVILLE to withdraw the submitted bid. Thank you for your cooperation in this matter. Very truly yours, LOFT &/NF'V LE/ J,JT; J. Swanson VJSejm N RECEIVED JUN 24 ME PUBLIC WORKS DEPT, BULKHEADS • DREDGING • MOORINGS • FLOATS • PIERS • TOWING Tnnb nil I nn D 11 0 DESCRIPTION PRIMARY USE P_ I EP -62 -15 April 13, 1962 PROVISIONAL INSTRUCTIONS FOR EPOCAST 25 -D New Concrete to Old Concrete Welding Agents EPOCAST 25 -D is a two component epoxy polysulfide liquid formulation developed specifically to conform with the State of California Specification 61 -F -Z8. For bonding new concrete to old. The old concrete is coated with EPOCAST Z5 -D system, and while the film is still wet and tacky, the new concrete is poured against it. When cured there will be a ti.ght bond, SURFACE Weathered or heavily sand- blasted concrete is acceptable, PREPARATION providing aggregate of 1 /3211 diameter is showing. Muriatic acid used as an etch is best followed by thorough washing. Surfaces should be dry for best bonding characteristics. MIXING To 2 volumes of EPOCAST 25 -D, Part A, add 1 volume of • PROPORTIONS EPOCAST 25 -D, Part B. POT LIFE Pot life, or working time, of one quart of mixed resin and hardener @ 70eF, is 30 to 60 minutes. CURE TIME The concrete welding agent will cure at room temperature (70 to 80 OF. I at the same time the new concrete is setting,. CLEANING Avoid contact of resin and hardener with skin and apply under AND SAFETY conditions of good ventilation. See Safety Bulletin EP -54 -8, Mod. 1. Brushes and equipment may be cleaned with acetone or methyl ethyl ketone before the compound hardens. Pro- tective barrier creams are recommended on hands and we suggest for cleaning a 1 -1 mixture of toluene and isopropyl alcohol or soap and water. PACKAGING Quart units (Z/3 qt. Z5D, Part A - 1/3 qt. 25D, Part B). Gallon units (2/3 gal. Z5D, Part A - 1/3 gal. Z5D, Part B). A full gallon unit is approximately 9.7 pounds, PRICING See Bnillding Trades Price List, EP- 59 -46, latest issue. Oman 5.5151 CHapman 5.1151 W/� 0/ 4516 BRAZIL STREET - LOS ANGELES, CALIFORNIA Before beginning to use material, please read carefully Furane's bulletin outlining safety precautions, operating procedures, and non - warranty features. The suggestions and methods of application described in this instruction sheet have been based upon careful laboratory Investigations. Since operating conditions In the fabricator's plant are beyond our control, Furane Plastics cannot assume responsibility for any risks or liabilities which may result from the use of its products. It Is recommended that trial samples be evaluated before production applications of epoxy resins are attempted, in order to familiarize personnel with curing and handling properties of the material. In any event, I lability span be limited to cost of mater4l purchased from Furane. Unless otherwise Indicated, Mix material is to be considered put Its storage life twelve (12) ne mM attar delivery to customer. 0 0 EP -62 -49 (Mod. 1) July 24, 1963 Supersedes 12/17/62 • EP -62 -49 WORKING LIFE: The working life of one mixed quart at 75 °F, is 20 -30 minutes. CURING TIME: EPOCAST 25 -E will cure in 24 hours at 75 °F. It is not recom- mended for use when pavement temperature is below 50 °F. COVERAGE: Depends on surface roughness and porosity. Average coverage for EPOCAST 25 -E is 100 to 125 square feet per gallon. STORAGE LIFE: One year at 75 °F. CLEANLINESS Careful handling procedures should be followed with all epoxy resins AND SAFETY: and hardeners. Avoid direct contact with the skin and provide good ventilation. If volatile solvents are used, avoid sparks or open flames. Clean hands with industrial soap and water. Brushes end other equipment must be cleaned with lacquer thinner, MEK, or toluene prior to hardening. FOR INDUSTRIAL AND PROFESSIONAL USE ONLY. APPLICATION 1. Reinforcing bars or narrow forms may interfere with brush appli- NOTES: cations of the welding agent. EPOCAST 25 -E can be reduced to sprayable viscosity by the addition of one quart xylene or toluene* per mixed gallon of resin and hardener. Two coats are applied at the approximate rate of 250 square feet per gallon for each coat. Wait 30 minutes before applying concrete to permit sol vent evaporation. Thinned as directed, the working life of one quart of EPOCAST 25 -E is approximately one hour at 75 °F. Do not use solvents when EPOCAST 25 -E is applied to asphaltic toppings. Z. EPOCAST 25 -E will adhere to damp concrete. This property makes it an excellent primer for epoxy mortar, in areas where dry conditions cannot be achieved. Brush or squeegee as thin as possible, and apply the epoxy mortar by trowel while the prime coat is tacky. 3. EPOCAST 25 -E is also recommended for bonding portland cement terrazzo. PACKAGING: EPOCAST 25 -E Quart Kits Gallon Kits 5 Gallon Kits Part A 1. 1 lbs. 4.25 lbs. 21 lbs. • Part B 1. 6 lbs. 6.6 lbs. 33 lbs. Page 2 of 2 pages. VVVA • DESCRIPTION: SURFACE PREPARATION: 10 MIXING MIXING 0 0 EP -62 -49 (Mod, 1) July 24, 1963 Supersedes 12/17/62 \ EP -62 -49 \ EPOCAST 25 -E CONCRETE WELDING AGENT EPOCAST 25 -E is an equal part epoxy resin and hardener system for bonding new concrete to old concrete. A waterproof, permanent bond is developed, between the newly poured concrete and the old, which is far stronger than the original concrete. EPOCAST 25 -E forms a vapor barrier when applied in a continuous coating. It pro- vides a waterproof membrane for slab and below grade construction. Concrete must be clean prior to application. Sandblasting is recom- mended where applicable. Oil films, curing compounds, laitance and other contaminants can be removed by detergent washing fol- lowed by muriatic acid etch and thorough rinsing. All surfaces should be dry for best results. For detailed recommendations, see Surface Preparation Bulletin EP -56 -10 (Mod. 2). By volume: Use equal amounts of Part A and Part B. By weight: Use a Z to 3 ratio of Part A and Part B. APPLICATION: 1. The combination of blue resin and yellow hardener is the con- crete welding agent. Mix thoroughly until a uniform green color appears. Z. Brush a thin film over the surface to be bonded. The wet, new concrete should be applied before the welding agent becomes tack -free. 1400F. 120eF. 1000F. 80eF. 600F. Tack -free time 10 mil film 2 4 6 8 10 12 Hours Page 1 of 2 pages. LT13pman 55751 CHapman 5 -1151 01 // 4516 BRAZIL STREET • LOS ANGELES, CALIFORNIA Before beginning to use material, please read carefully Furane's bulletin outlining safety precautions, operating procedures, and non - warranty features. The suggestions and methods of application described in this instruction sheet have been based upon careful laboratory investigations. Since operating conditions In the fabricator's plant are beyond our control, Furane Plastics cannot assume responsibility for any risks or liabilities which may result from the use of Its products. It Is recommended that trial samples be evaluated before production applications of epoxy resins are attempted, in order to familiarize personnel with curing and handling properties of the material.ln any event, liability shall be limited to cost of material purchased from Furane. Unless otherwise Indicated, this material is to be considered past Its storage life twelve (12) months after delivery to customer. � -.- ` C,L ��• SEA- .. -_FSi✓ '. ✓ - E? _ it/� . = - 1175 .SY/ ,9496 Ale - _. �XTErz oe_ oN: 3 X /So - - -w2g - - --2 X / X If 07Z? Y ��fTr -r- To r s 56x /�js /� • x- .%5v... 54W 2' s t_ �i"l v - - -� I � � I I "Ja 0 Id FXT�/ZLEYL /�/C E C J �° pd,- 'ry 4 44 Ti07�F2 � - ,3 vo Ax ol T ac- j sr ors -- 0 Uivsupn�•z /3Z;� cno r- G r I f Tio.✓._�F Tli6 !/76E . /�� �.ilrii2� P3ENT ..... .zeool / . �T1.cE!2`.�F�?. fjOf/�_- �i1ZG�/Gd�� MZ2.. 7*C - 4 - __.. -.. 7,zMr 7.7%6,_.. -STEEL AVeG AA/Y -- E, t /EiTf f. %�14?��.6i'�/�, — - - - . - -.. 4�t4LL O,G' .._T���P_ /CE S. tAl/ ��i X WOW C�:! See Contract File for Revised Plan Piling Repair Zt at 04 41 %I it %I at 10 %1 CS, T4 NOS 14 uj UJ Zt at 04 41 41 41 t go 0. tu AI 0 10 %1 CS, T4 uj UJ It\ I- 4 in ---- ----- - 41 41 t go 0. tu OF INSURAME >:.Us . 1! 1f0f(; MIM, policies in the name of LOQ RAl[3SY PARKS are In force at the date hereof, as 6011pws:'.:. KIND OF POLICY '110. POLICY ry PIBIOC -. , jr' 's Eff. .0 of Property Damage A— Workmen's Nil Compensation _ noni .� =, . B— Manufactumn' or 'Each accident f' Contractors' Liability Exp. accident Y- Aggregates" S r€ Eft. Each person $ 42:SkW 42: C- -0wnen', Landfortl accident .s .. and Taeanta' ushilits' _ . Exy:' Each accident S D— Ownen' or Contractors' .SM, Eady Each accident Protective Liability - - , 5 Awntoate S E- Uheduled E ,- S Each.Agident S GarrarA Liability Exp. Ed,,t $ Aggregate $ F— Automobile Liability (1) Owned Vehicles (2) Hired Vehicles -- Eff. Each person $ Each accident $ Each accident S (3) Other Non -owhed Vehicles G— Comprehensive Eff. Each person 'S Each accident S Liability (1) Automobile Exit. • Each accident $ . (2) General ': Eff. Each person i Each accident j °- Exp. Each accident_b - _. Aggregate $ Aggregate i 4=45931 Eff- 8/1 6h 1 Each person ; 50i 000 Each accident $ 25x000 (3) General- Automobile Exp. 811 /65 Each accident $ 100p0@@ Aggregate9 100 Aggregate $ 25,000 and cover, in accordance with the policy terms, N r'lno Diving Certificate issued to CITY OF NEUPOHT BEACH at 3300 XWORT BLVD. s NEMRT DFACHs CALIFORNIA j In the event of any material change ' .0 ation of said policies the undersigned company will notify the party ro whom thfa certifkaM is issued of such cha or cancelast)- VENDRICK GORPORATION ... . ......... . .... ... - ...- ....- .- . -.-... -..._- - . C.:- ........-- RISK ASSUMPTION PROGRAMING TALUMU ERICA INffii UM CWA]>t INSURANCE BROKERS Doted - J10D 0a. °`5. 240d WEST SEVENTH ST., Los ANGELES 57, EALIF., 91111 cf-- raa.s.xir 'A CERTIFICATE OF INSURAl .. This is to Cerilifyr that policies in the name of I JAM "f -- are in force at the date hereof, as follows: C KIND OF POLICY p0 POLICY - LIMITS OF UABNW -. Bodily Injury �'ewy Datnya tERIOD` -" Provided by Workmen's A— Workmen's Eff. Compensation Law State of Nil Compensation E%P. B-- Manufacturers' or Eff. Each person '$ Each accident $ Contractors Liability - Exp. - Each accident Aggregate $ C— Ownen', Landlords' 't,_$ -:' Each accident and Tenants' Liability - - �. __- D• _. _._� D— Owners or Contractors' Eff. 4FS`n $ Each accident $ Protective Liability Exp, Each accident $ Aggregate $ E-- Scheduled Eff. Each. person $ Each accident $ General Liability - Exp. fxh accident. $ Aggregate $ F— Automobile Liability (1) Owned Vehicles (2) Hired Vehicles Eff. Each person $ Each accident $ Exp. Each accident $ (3) Other Non -owhed 4 Vehicles G— Comprehensive Eff. Each person $ Each accident $ Liability (1) Automobile Exp. Each accident $ (2) General Eff. Each person $ Each accident $ Exp. Each accident $ Aggregate $ Aggregate $ 4� Eff. i�] j Each person $ �Jf� Each accident $ ;� (3) General - Automobile Exp. Each accident $B Aggregate $ r Aggregate $ =7� and cover, in accordance with the polity terms, &rim vi" Certificate issued to = QT ssllMT ssAa[ at 33M > D"a Smo liWWT sl Xis "U"Am In the event of any material change in or cancelation of said policies the undersigned company will notify the party to whom this certificate is issued of such change or cancelation. 9 i ryKENDRICK CORPORATION .......... ... ----- ..... .. ... ........................ •-•-•.- ' ... _ ............... .-- ....... RISK ASSUMPTION PROGRAMING =AXMMU �INSOMM MUM INSURANCE BROKERS j . .................rtw ............. ....... ........ -................... ..... ... ; Dated I Is stJ� 2404 WEST SEVENTH ST., LOS ANGELES 57. CALIF. GU64610 ild. 5 -511 uwlroax ramnwo aumv IV. - 1 <' - cA u, w s'; o 0 0 Z Y S uW Qhh�Q timti Q W „ Q o v 84 el 3 87 °ol IA UJ � �loACy ti h tv mLL'D - Q 7 �1 ti LL cj W `Y 3 Q a .> %I m nl n1. .. .. �. h � w(Y O t"I $1 'h i Q � Q ma ti mr.. w W �J2 O m vQ h m q uQi W W N f i b a° ~p O fcMQQ $1 13 k zs - cA u, w s'; o 0 0 Z Y S uW Qhh�Q timti Q W „ Q o v 84 el 3 87 °ol IA UJ � �loACy ti h tv mLL'D - Q 7 �1 ti LL cj W `Y 3 Q a .> %I m nl n1. .. .. �. h � F- w(Y O t"I $1 'h i M M ma F- w(Y � t"I $1 'h i V�d ma ti mr.. F- w(Y cr V�d ma w W �J2 m Z uQi W W N f i Q y v ro Z 0 ti V `0 Q N Q m b Q 0 O Iq W R W 4 I h vr. LL 0 W W g W a o v J -_ -t. -. -. 1 a W. s W W Lb W Qv W:� WSW J .R Q� O7 Q� �o Q w V Z tp no m w t. LL z ' � •J Q Cn n. Q v Q Q i� v IV I� v e K Iz 4 IIAi IF Ilk i5i NJ ! 1 0� Lo 4 a a Co I I i l I I �QI ly li 4 ICI i ' th QI ►.�I �i Ij N i j�1N NJ : WI rl I W JUNE 28, 1965 TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: PLANS AND SPECIFICATIONS FOR THE BRIDGE PILING REPAIR AT MARINE AVENUE AND PARK AVENUE BRIDGES (REVISED CONTRACT NO. 849) RECOMMENDATIONS: 1. ALLOY/ THE LOW BIDDER, CROFT AND NEVILLE, TO WITHDRAW THEIR PROPOSAL. 2. ADOPT A RL'SOLUTION AWARDING THE CONTRACT TFO R. M. SKAMNES AND J. A. ARTUKOVICH AND SONS, A JOINT VENTURE, FOR $36,700.00 AND AUTHORIZING THE MAYOR AND THE CITY CLERK TO EXECUTE THE CONTRACT. 3. AUTHORIZE THE PUBLIC WORKS DEPARTMENT TO NEGOTIATE A CHANGE ORDER FOR REPAIR OF BADLY DETERIORATED SEAWALL ON THE SOUTH BAY FRONT OF BALBOA ISLAND, THE WORK TO BE INCLUDED IN THE CONTRACT. DISCUSSION: SIX BIDS WERE RECEIVED AND OPENED IN THE OFFICE OF THE CITY CLERK AT 10:30 A.M. ON JUNE 23, 1965- BIDDER TOTALS GUNITE CONCRETE ALTERNATE (POURED IN PLACE CONCRETE) CROFT AND NEVILLE -- $31,544.38 NEWPORT BEACH R. M. SKAMNES AND J. A. ARTUKOVICH & SONS $36,70o.0o -- PARAMOUNT} BURNETT CONSTRUCTION COMPANY $64,9oo.00 $48,1oO.0o CANOGA PARK TRAUTWEIN BROS. $48,363.40 -- NEWPORT BEACH BOECK PAVING COMPANY $78,418.46 $50,909.60 SANTA ANA • B. Q. HALLORAN -- $69,714.00 DOWNEY THE RECOMMENDED BID IS 16.6% LESS THAN THE ENGINEERS ESTIMATE OF $44,000. THE AMOUNT BUDGETED IN ACCOUNT NOS. 02- 3397-068 AND 02- 3397-069 IS $44,000.00. THE LOW BIDDER, CROFT & NEVILLE, HAS REQUESTED THAT THEY BE ALLOWED TO WITHDRAW THEIR BID BECAUSE OF AN ERROR IN INTERPRETING THE PLANS AND SPECIFICATIONS. A COPY OF A LETTER FROM CROFT & NEVILLE IS ATTACHED. r • SUBJECT: PLANS AND SPECIFICATIONS FOR THE BRIDGE PILING REPAIR AT MARINE AVENUE AND PARK AVENUE BRIDGES (REVISED CONTRACT NO: 849) THE PROPOSAL OF SKAMNES AND ARTUKOVICH IS FOR GUNITE CONCRETE CONSTRUCTION WHEREAS CROFT AND NEVILLE'S IS FOR POURED -IN -PLACE CONCRETE. THE ORIGINAL CONTRACT BID IN JULY, 1963) WHICH SPECIFIED GUNITE CONSTRUCTION ONLY, HAD A LOW BID OF $52,320 WHICH WAS REJECTED DUE TO THE EXCESSIVE COST. AFTER HOLDING DISCUSSIONS WITH THE CONTRACTORS REGARDING THE FIRST CONTRACT, IT WAS DECIDED TO INCLUDE THE POURED -IN -PLACE ALTERNATE IN THE BIDDING OF THE REVISED CONTRACT IN ORDER TO OB- TAIN A MORE COMPETITIVE BIDDING SITUATION. HOWEVER IT IS STILL OUR OPINION THAT THE GUNITE CONCRETE CONSTRUCTION WILL PROVIDE BETTER ADHESION TO THE EXISTING CONCRETE AND A BETTER REPAIR JOB. IT IS FELT THAT THE SECOND LOW BID OF $36,700 IS A COMPETITIVE PRICE FOR THE WORK AND THAT THE USE OF GUNITE CONCRETE, AS-PROPOSED BY THE SECOND LOW BIDDER, RATHER THAN POURED -IN -PLACE CONCRETE WILL RESULT IN A MORE SATISFACTORY JOB. IN CONJUNCTION WITH THIS PROJECT, IT IS PLANNED TO NEGOTIATE WITH THE CONTRACTOR TO REPAIR SOME BADLY DETERIORATED SEAWALL ON BALBOA ISLAND ON THE SOUTH BAY FRONT. IF THE PRICE IS FAVORABLE, AN EXTRA WORK CHANGE ORDER WILL BE PRESENTED TO THE COUNCIL FOR THEIR APPROVAL. THE CONTRACTOR HAS ESTIMATED THAT THE WORK COULD BE COMPLETED BY NOVEM- BERO 1965; HOWEVER, THE SPECIFICATIONS ALLOW UNTIL MARCH 15, 1%6, FOR COMPLETION IN ORDER TO PROVIDE A MAXIMUM AMOUNT OF LOW TIDES. ATTEST TO OPENING OF BIDS: C I Y CLIERK JOSEPH T. DEVLIN PUBLIC WORKS DIRECTOR MJA:BE ATT. DISPOSITION: — auAa-'� t CROFT & NEVILLE - MARINE CONTRACTORS 223 TWENn•FIRsT STREET NswroRT BEACH, CALIFORNIA 62666 TELEPHONE 678.9728 June 241, 1965 CITY OF NEWPORT BEACH City Hall Newport Beach, California Attentions City Council Referencee Bid for Contract 849 (Piling repair of Marine Avenue and Park Avenue Bridges) Gentlemen: H This is to advise you that we wish to withdraw our bid for the above mentioned contract 849 submitted June 23, 1965 by our firm CROFT & NEVILLE. Our interpretation of the plans for this proposed project differed from the intent of.the City of Newport Beach Engineering Department. In light-6f this, we feel that it is necessary for CROFT & NEVILLE to withdraw the submitted bid. Thank you for your cooperation in this matter* Very truly your,, CROFT Swanson VJ3 .-jm r RECEIVED JUN 24 1965 PUBLIC WORDS DEPT, e� .I ;', nuuwk,ws • DREDOINO • MOORIN06 • FWATI - • MW • TOWINO ,.,,:.r.,_..... ��•_vvi,v _ ,u _3i $,z x..0.. :.i_ ::. ' � "i r�s ...� -.emu', a 4.'w�iie's ",':�*-5�.«�:.�YC',',� Subject: City Clerk City Attorney Resolutions avmxdi-Xaacte The attached resolutions.. f adopted by do City Commail 0 will award contracts as folipl To lack Irothers ids the 1164-65 *"1 cast PC ';&*I- - in the fleathluff a :On momt of $6, 328. Item 1-1) 2. To R. X. Sksmage 4 Joba 1sGtiko eh ln*...for briftip plung repair at gins Aveiti4 ask A 0 Bridpe biwaii contract) Ift the t of.. $34j7W, (Agenda Ibis 1-10) va TRS,vec Eric s., cc CIL Ma"grar pubic Mike Director Tully 2. $,#3►ftr City Att*Msy -7 -7 ago • Newport Harbor News Press c ,ned with DAILY PILOT was decreed a newspaper of general circulation in the Ci Newport Beach by Decree of the Superior Court of Orange County, California, Num ar A24831, dated II June, 1963. LEGAL NOTICE STATE OF CALIFORNIA ) CITY OF NEWPORT BEACN, ) ss. CALIFORNIA NOTICE OF INVITING BIDS County of Orange ) wta�. ;mil �;..... K';fac I, _Moen h nrivie —_ -Lg fi�,td�r%°r hn j .pence .4.t PerMrolf" Tikk avfoiinw_.:. " THE PILI MARINE and on oath depose and say that I am the anager R OF -AVENUE AN AVENUE BRID- :>'GES cc4Nn- IsEo> - � of the Newport Harbor News Press /Daily Pilot, a newspaper of . '. No bid wit ,_ s N is an 'the Publhpw - general circulation in the City of Newport Beach, County of Or- Eshed , ed chee<ik,Oor a ma qpeace steed ange, State of California, and that a Notice of Inviting Bids to the CNy:dF.NewpMf3each, fora amount squat b at last 10' o .of the amount rid, etchlaind 10, m tY of of 13ewbort. Beach) for"ited aMill11 tM hither to Nan ItM cgidrYat` Is awarded YaR h order Into the of which copy attached hereto is a true and complete copy, was aadncf. .e In a�cWft aprs. with ft Pravlalas of lained at the Public Works Department, Pry Hall. Newport Beach, California. secrlan IIM1R the Labor Cade, fba,C3fr printed and published in the regular Newport Beach, Costa Mesa P P 9 P .Council of 1M City .of Newport B h are ascertained pe, hmNwagels In Itherlobed p and Huntington Beach issue (s) of said newspaper for In which the work is to be',gerformed' day of W each craft or type of workman a mechanic needed to e =.cute the contract - - - - -1— _— consecutive weeks: fo -wit the issues (s) of and is set forth in Resolution No. '57N. A copy of said ResoWtla is avaifable In 196 the office of the City Clerk in the-City "- " - -- _ of Newport Beach. All bids are to be compared an the _ 196 — ' basis of the Engineer's estimate of the The City of the r19bt to relact any or all bids ape 'quantities of, work to be dope. ,No bid will be 'accented from a Con -. . - -_..— _. 196_ acorn, with the pmvisions of Chap. 196_ er 6, Division I71 of Business and Pro- ' — - -- , lesions' Code. Ptans:and specifications, forms of pro -! 196 po;a4 bonds, and contract may be ob.' ' - lained at the Public Works Department, Pry Hall. Newport Beach, California. (signed) A min - refundable charge of 5200 will be required for each set of Standard Suberibed and sworn to before me this 26th___ day of ISS cflcati be mqulrc�for1eeac osit plans, special Provisions, and contract MAY 1961_,__ documents. No refunds will be made 60 days after awartl of bid. - later than Newport Beach reserves The City of the r19bt to relact any or all bids ape to waive any Informality In such bids. CITY OF NEWPORT BEACH, CALIFORNIA Notary Public In and for the City Cerrk sCHROUDER, County of Orange, State of California Published Oreng<.Cast Daily Pill' Mms leress, Newp6rt Bach, Calif., May My commission expires 26, 1965 730.65 TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR "" 241 1965 J-7 SUBJECT: PLANS AND SPECIFICATIONS FOR THE BRIDGE PILING REPAIR AT MARINE AVENUE AND PARK AVENUE BRIDGES (REVISED CONTRACT 849) RECOMMENDATIONS: I. APPROVE THE PLANS AND SPECIFICATIONS. 2. AUTHORIZE THE CITY CLERK TO ADVERTISE FOR BIDS TO BE OPENED AT 10:30 A.M. ON JUNE 23, 1965• DISCUSSION: THE ESTIMATED COST IS $44,000 AND THE AMOUNT BUDGETED UNDER ACCOUNT Nos. 02- 3397-068 AND 02- 3397-069 Is $44,000. THIS WORK WAS PREVIOUSLY ADVERTISED IN JULY OF 1963, BUT ALL BIDS WERE REJECTED DUE TO THE HIGH COST OF THE WORK. IT IS EXPECTED THAT REVIS- IONS TO THE PREVIOUS CONTRACT WILL REDUCE THE COSTS TO THE BUDGETED AMOUNT, THIS CONTRACT INCLUDES THE REPAIR OF PILES FOR BOTH BRIDGES AND MINOR REPAIRS OF PILE CAPS AND DECKING FOR THE PARK AVENUE BRIDGE. THE NEED FOR THESE REPAIRS HAS RESULTED FROM THE INTRUSION OF WATER TO THE REINFORCING STEEL AND THE RESULTANT CORROSION. THIS CORROSION EXPANDS THE STEEL, CAUSING THE CONCRETE TO SPALL, RESTORATION WILL INVOLVE REMOVING LOOSE CONCRETE, CLEANING THE REINFORCING STEEL, AND PLACING A NEW, DURABLE CONCRETE COATING. THE SPECIFICATIONS PROVIDE FOR THE WORK TO START ON SEPTEMBER 13. THE TOTAL TIME ALLOWED IS 120 CALENDAR DAYS. HOWEVER, DUE TO VARIATION OF THE HEIGHT OF WATER BECAUSE OF THE TIDE, THE CONTRACTOR WILL BE ABLE TO WORK ONLY DURING A PORTION OF THIS TIME. IT IS ESTIMATED THAT DELAYS TO TRAFFIC CAN BE EXPECTED FOR AN ACCUMULATED TOTAL OF APPROXIMATELY 45 DAYS DURING THE SPECIFIC WORKING TIME. THE SPECIFICATIONS ALLOW THE CONTRACTOR TO BLOCK ONE LANE ON EACH BRIDGE DURING CONSTRUCTION SO THAT EQUIPMENT CAN BE MANEUVERED ALONG THE BRIDGE TO THE EXACT LOCATION OF THE WORK. IT IS FELT THAT WITH NOTICE IN THE NEWSPAPER AND WITH THE PROPER UTILIZATION OF FLAGMEN AND SIGNING, THE PUBLIC WILL NOT BE UNDULY DELAYED, IT MAY BECOME NECESSARY TO RESTRICT SOME TRUCK TRAFFIC DURING THE ACTUAL RECONSTRUCTION OF THE PILES, EVERY EFFORT WILL BE MADE TO EXPEDITE THE WORK AND TO MINIMIZE ANY INCONVENIENCES TO THE PUBLIC. THE ES/T�IMATED COMPLETION DATE IS JANUARY Ii, 1966. DEVLIN !KS DIRECTOR BE SPEED LETTER® TO Cif of Newport Beach FROM Western perms glaze. Ine. 3300 West Newport Blvd. THIRD AND Dg4Ydy,�A' Newport Beach, California •• D. RDx e70 a. - ww «e "I -Wass SUBJECT Attention: Joseph T. Devlin, Asst. Public Works Director wmmd% ? _FO`D MESSAGE _ 4.. DATE January 9- — 19---§A- Dear Mr. Devlin: Enclosed is an article written by our and success in using PERMA- CEMENT on bridge deck repair. This article will appear in the February_ _ issue of Public Works Magazine. Orders are currently being received from cities all over the Westain United States Won'tyou place Z) REPLY DATE 19______, i w DISTRIBUTED BY: Western Permaglaze, Inc. P. O. BOX 570 - PH: 547 -9536 PASCO, WASHINGTON i MAKING AN OLD BRIDGE LIKE NEW by Pat Thomson Franklin County Engineer Pasco, Washington The 2940 feet of the Pasco- Kennewick bridge was a gift to Franklin and Benton counties by the Washington State Highway Department when a new structure was completed some two miles upstream across the Columbia River. The "old lady" was constructed in 1921 with a roadway curb -to -curb width of 19'4" and a wooden deck. This deck was replaced in 1936 with a 6" concrete one. Original design loading was for one 20 -ton truck in each lane, or a variable uniform loading which varied with the loaded length. However, no impact loading was applied in this designing. This omission, which produces its greatesteffect in the floor slabs, stringers, and beams has a pronounced maintenance reaction. An engineering study using the H 15 S 12 truck load shows that, with the additional concrete deck weight, we have overstresses ranging from. 8.5 to 17.5 percent. The original wind loading is obscure, but less than now required on new bridges. The main piers are actually unstable under the present longi- tudinal wind load requirements of the ASSHO specifications. The structure is not high enough, fortunately, to get the full effect of a gale wind. Since piers support the entire bridge superstructure, their ultimate stability is of prime importance. A scouring undermining of the piers could present a hazard under wind velocity pressure, so our' starting point in the rejuvenation of the "old lady" began with an underwater inspection of the piers. A seismographic inspection revealed that all piers but number four were on a solid footing. Number four indicated a deep drop -off to a depth below the footing, calling for a diving inspection to determine extent of damage. This was made by Tom Ammerman of. Commercial Divers and showed the original cribbing was still in place around the pier, that scouring damage not to excess had occurred from the center of the pier footing forward and that under- cutting was not a factor. D-iving was done with wet suit scuba and phone transmission gear on the first pass down. However, with a river current of approximately 8 miles per hour, the turbulence inside the old cribbing was terrific. Ammerman got trapped within the cribbing , the phone gear tended to cut off his air supply and we almost lost him. In his weakened condition he could not battle the current and we could not pull him up because he was entwined in the cribbing. With actually a superhuman effort he worked himself clear and we dragged him to safety. But it was apparent that, with the construction of McNary Dam downstream from the bridge, silting -in would occur around the piers, relieving any danger of scour. And so with the substructure safe and sound, we turned to the rejuvenation of the remainder of the bridge. The bridge is carrying a commercial and passenger traffic of 12,240 vehicles per day by latest count. With the construction of a greater access on the Kennewick side, the commercial traffic in chemical and wheat hauling will now increase: Loading has been running up to 76,000 pounds gross, but in the future will be restricted to 60,000 pounds. Because the bridge is narrow and low, the railing, side truss members, and sway bracing have been struck, bent, twisted, and broken. Thirty items had to be heat - treated and coffin - jacked back into position. Two sway brcces had to be- replaced entirely using high tensile bolts rather than rivets. Painting was then accomplished from the top of the piers to a point 7 feet dbbve the deck line. As with most counties, we are plagued with financial inability to handle all projects needed. This gave a new paint line above the general vision of the travelling public and the remainder of the bridge will be painted next year. One of the curiosities of the bridge is that in a number of places the concrete decking has spoiled to a depth of 1/8" to 3" deep, in patches from 18" diameter to 6' in length. In many instances, the reinforcing steel was exposed. We could not rejuvenate the deck with an asphaltic concrete mat because the bridge would not carry the additional weight. Asphalt patches would not stay in pl -ace under span vibration and would not, under any circumstances, be satisfactory under an epoxy seal. It was necessary to patch this concrete deck with a material that would bond to the reinforcing steel, to concrete, and be quick drying. Commercial and industrial pressure demanded that the bridge be open to traffic the greater portion of the day, with closing hours from 5:00 a.m. to 1 :30 P.M. All patches had to be dry and set enough to withstand 30 ton gross loading at opening time each day. This, of course, called for the use of an epoxy type filler. The general component combinations used an epoxy resin polysulphide polymer with a suitable curing agent and 1/4" graded aggregate, taking up to 24 hours to cure. Aside from this, the mixing specifications of the component combinations were quite exacting and, we felt, somewhat beyond our control. However, we located a pre -mixed product named Permo- Cement that is manufactured by the L. F. Pope[[ Company, 2501 N.W. 75th Street, Miami, Florida. This material had all the properties needed to solve our problems. It is a quick- setting, instant drying filler that bonds to wood, steel, concrete or masonry, and is bagged in 50 pound units for mixing. We worked out a train- method procedure of patching the old deck as follows: The inspecting engineer marked out the spoiled or deteriorated areas that had to be cleaned with a red spray paint. He was followed by the jackhammer crew who spaded the bad areas back to good, solid -2- concrete. These were immediately hit by the the heaviest grit available under 225 pounds hole was then flushed with water and Left in unit. sandblasting unit, using of pressure. The. cleaned condition for the patching The Perma- Cement was mixed in a wheelbarrow using an ordinary garden hoe. .lust enough material was mixed at one time to accommodate a small patch to prevent setting and wastage, for Perma- Cement reaches its initial set in approximately five minutes and its final set in about half an hour. Actually, we were using the material in some of the holes beyond a depth recommended by the company. We found it entirely satisfactory in patches up to 3" or 4" in depth, except that the drying and setting time extended to an hour or on hour and a half. Consequently we made a point of patching the larger, deeper holes early in the working shift, completing the last couple of hours on small holes. Mixing is done by having the barrow -on a downward slant, placing the water in the front end and mixing with a sliding, kneading motion at approximately a 45- degree angle across the face of the dry material, taking from 1/8" to 1/4" of dry material at a pass. The addition of water should be done carefully and the finished mix should be of the consistency of heavy glazing putty. Under no circumstances can water be added to a mixture that has started to harden. It cannot be retempered for use, but a man soon learns the procedure and can quickly produce a mix that, when broken open with a hoe, shows no dry spots. The wet mix is then immediately shoveled into the patch and troweled off to deck grade line. We found that it could be worked to the thinnest of hairlines and would stick like the - proverbial cockleburr. It has a bonding power three times that of cement and creates a section stronger than the original. It is more expensive than patching with a straight concrete, for the material runs about 2OG per pound in bulk lots. But in a situation such as ours, it was the only thing that would offer us a definite solution. The industrial areas of two cities depended upon the bridge for.daily traffic. Our hours of closure at least allowed these companies to route their hauls later in the day and night. It was practically impossible to close the bridge for a period of time sufficient to allow straight concrete patching. The material is company mixed to exacting specifications and does not require the touch - and -go field control necessary in a two - combination mix. It can easily be used with a minimum of personnel and equipment. At one instruction any laborer can learn to mix the Perma- Cement properly. It handles without all the- dangers of fumes, burns, and blistering that our safety department is so cognizant of. It has no heat of hydration, neither expands nor contracts, so that patches don't swell and crack out, or shrink loose and punch out; resists our high summer temperatures up to 115 degrees, and mixes with any clean water. - -- On the larger patches, we mixed in small quantities, filling the large patch to a depth of about 1/2" from the top, then applying a final layer and screeding to deck level. -We had three patch failures in 1400 feet of deck patching. These were caused because we did not realize at first that the deeper patches needed more time to dry. The wheels of a five -axle truck hit one patch squarely, dishing it out for a depth of half an inch. One patch roughed up on top enough so that we did it over. And one patch next to the wheel guard chucked out while wet from a heavy load. When we let these large patches sit longer before traffic hit them, our troubles were over. From our personal standpoint, and we do not push any product, the material was so satisfactory that we will use it for all our bridge patching. Because of price, we would not recommend it for patches more than 2' x b' x 4" deep, nor in instances where a structure can be closed completely. But in our iristance, we gained a good public relations by patching a heavily rased bridge without full closure; quickly, economically, and permanently. And since the "old lady" has been a thorn in the side of our community, sadly neglected in the past by all concerned, and Loved by none, we accomplished a community betterment approved by everyone. Our method of rejuvenation on an old bridge gave a service to our area. It put it into shape so that during the next construction season we can put an epoxy seal on the deck with a garnet or flint grit cover to prevent further deterioration and do the rest of the painting. Good service is the ultimate goal that any governmental highway agency can hope to accomplish. -4- i� TO: CITY COUNCIL FROM: CITY MANAGER AND PUBLIC WORKS DIRECTOR SUBJECT: BRIDGE PILING REPAIR AT MARINE AVENUE AND PARK AVENUE BRIDGES (CONTRACT NO. C -8149) RECOMMENDATIONS: I. REJECT THE BID. 2. REFER THE PLANS BACK TO THE PUBLIC WORKS DEPARTMENT FOR REVISION AND FURTHER RECOMMENDATION. ONE BID WAS RECEIVED AND OPENED IN THE OFFICE OF THE CITY CLERK AT 10:30 A.M. ON JULY 17, 1963. BIDDER BID VLIER CONTRACTING COMPANY $52,320 STUDIO CITY kTHE LOW BID IS 11$% MORE THAN THE ENGINEERS ESTIMATE AND THE AMOUNT BUDGETED OF $214,000. SPECIFICATIONS FOR THE PROJECT AS WRITTEN IMPOSED VERY RIGID CONTROLS ON THE CONTRACTOR. DISCUSSIONS WITH THE BIDDER AND WITH OTHER INTERESTED CONTRAC- TORS HAVE SUGGESTED. SEVERAL REVISIONS WHICH SHOULD RESULT IN DECREASED COSTS, IT IS DOUBTFUL, HOWEVER, THAT THE COSTS COULD BE REDUCED TO THE AMOUNT ORIGINALLY BUDGETED, AND IT MAY BE NECESSARY TO DELETE THE PARK AVENUE BRIDGE WORK IN ORDER TO STAY WITHIN THE AVAILABLE FUNDS. IT WILL BE DESIRABLE TO DEFER THE START OF CONSTRUCTION UNTIL OCTOBER SO THAT TRAFFIC VOLUMES WILL BE REDUCED AND IT WILL BE POSSIBLE TO BLOCK ONE LANE OF THE BRIDGE DURING CONSTRUCTION OPERATIONS IN ORDER TO PROVIDE THE CONTRACTOR WITH MORE ADEQUATE WORKING ROOM. PREPARED BY: DONALD C. SIMPSON fj%j�(J OBER PUBLIC WORKS DIRECTOR CITY MANAGER RC:DCS:BBN:VR ��� 1 '1 1 i 7 B/D SLJlvfAfARY SHEET OF PIUMG, RAAIR. Or- MAZWE- &- PA K- AVE. BRIDGES tj P.4cVA,11 /. /c nd "rA 7-17-6-3 QUANTITIES u U Reide ,Wouvf RwIce - 1-90 ea.. i 30 ea.. 00-� 100 lb. (6000 TOTALs2, PILES (M) PI LES Cq) YJ L I- CARS Steel Couc. '3 (. t= , - a So A 5-0-0 30- S xv 3 z o .0 Pg/ce 0 Al �J EP -62 -49 (Mod. 1) INK July 24, 1963 Supersedes 12/17/62 EP -62 -49 EPOCAST 25 -E CONCRETE WELDING AGENT DESCRIPTION: EPOCAST 25 -E is an equal part epoxy resin and hardener system for bonding new concrete to old concrete. A waterproof, permanent bond is developed, between the newly poured concrete and the old, which is far stronger than the original concrete. EPOCAST 25 -E forms a vapor barrier when applied in a continuous coating. It pro- vides a waterproof membrane for slab and below grade construction. SURFACE PREPARATION: •MIXING PROCEDURE: APPLICATION: Concrete must be clean prior to application. Sandblasting is recom- mended where applicable. Oil films, curing compounds, laitance and other contaminants can be removed by detergent washing fol- lowed by muriatic acid etch and thorough rinsing. All surfaces should be dry for best results. For detailed recommendations, see Surface Preparation Bulletin EP -56 -10 (Mod. 2). By volume: Use equal amounts of Part A and Part B. By weight: Use a 2 to 3 ratio of Part A and Part B. 1. The combination of blue resin and yellow hardener is the con- crete welding agent. Mix thoroughly until a uniform green color appears. 2. Brush a thin film over the surface to be bonded. The wet, new concrete should be applied before the welding agent becomes tack -free. 140eF. 12007. 100 °F. 80eF. 60 °F. time 10 mil film 2 4 6 8 10 12 Hours Page 1 of 2 pages. LTISpman 5 -5751 CHapman 5.1151 wffi� 4516 BRAZIL STREET a LOS ANGELES, CALIFORNIA Before beginning to use material, please read carefully Furane's bulletin outlining safety precautions, operating procedures, and non - warranty features. The suggestions and methods of application described in this Instruction sheet have been based upon careful laboratory investigations. Since operating conditions In the fabricator's plant are beyond our control, Furane Plastics cannot assume responsibility for any risks or liabilities which may result from the use of Its products. It Is recommended that trial samples be evaluated before production applications of epoxy resins are attempted, in order to familiarize personnel with curing and handling properties of the material. In any event, liability shall be limited to cost of material purchased from Furane. Unless otherwise indicated, this material Is to be considered put Its storage life twelve (12) mombs after delivery to customer. 0 0 EP -62 -49 (Mod. 1) July 24, 1963 Supersedes 12/17/62 • EP -62 -49 WORKING LIFE: The working life of one mixed quart at 75 °F, is 20 -30 minutes. CURING TIME: EPOCAST 25 -E will cure in 24 hours at 75 °F. It is not recom- mended for use when pavement temperature is below 50 °F. COVERAGE: Depends on surface roughness and porosity. Average coverage for EPOCAST 25 -E is 100 to 125 square feet per gallon. STORAGE LIFE: One year at 75 °F. CLEANLINESS Careful handling procedures should be followed with all epoxy resins AND SAFETY: and hardeners. Avoid direct contact with the skin and provide good ventilation. If volatile solvents are used, avoid sparks or open flames. Clean hands with industrial soap and water. Brushes and other equipment must be cleaned with lacquer thinner, MEK, or toluene prior to hardening. FOR INDUSTRIAL AND PROFESSIONAL USE ONLY. APPLICATION 1. Reinforcing bars or narrow forms may interfere with brush appli- NOTES: cations of the welding agent. EPOCAST 25 -E can be reduced to sprayable viscosity by the addition of one quart xylene or toluene • per mixed gallon of resin and hardener. Two coats are applied at the approximate rate of 250 square feet per gallon for each ,coat. Wait 30 minutes before applying concrete to permit sol vent evaporation. Thinned as directed, the working life of one quart of EPOCAST 25 -E is approximately one hour at 75 °F. Do not use solvents when EPOCAST 25 -E is applied to asphaltic toppings. 2. EPOCAST 25 -E will adhere to damp concrete. This property makes it an excellent primer for epoxy mortar, in areas where dry conditions cannot be achieved. Brush or squeegee as thin as possible, and apply the epoxy mortar by trowel while the prime coat is tacky. 3. EPOCAST 25 -E is also recommended for bonding portland cement terrazzo. PACKAGING: EPOCAST 25 -E Quart Kit s Gallon Kits Part A 1. 1 lbs. 4.25 lbs. Part B 1. 6 lbs. 6. 6 lbs. Page 2 of 2 pages. 5 Gallon Kits 21 lbs. • 33 lbs. TF 6 6 EP -62 -15 Apr:113, 1962 \ PROVISIONAL INSTRUCTIONS FOR EPOCAST 25 -D New Concrete to Old Concrete Welding Agents DESCRIPTION EPOCAST Z5 -D is a two component epoxy polysulfide liquid formulation developed specifically to conform with the State of California Specification 61 -F -28. PRIMARY USE For bonding new concrete to old. The old concrete is coated with EPOCAST 25 -D system, and while the film is still wet and tacky, the new concrete is poured against it. When cured there will be a tight bond. SURFACE Weathered or heavily sand - blasted concrete is acceptable, PREPARATION providing aggregate of 1/32t1 diameter is showing. Muriatic acid used as an etch is be s',- followed by thorough washing. Surfaces should be dry for best bonding characteristics. MIKING To 2 volumes of EPOCAST 25..D, Part A, add 1 volume of • PROPORTIONS EPOCAST 25 -D, Part B. POT LIFE Pot life, or working time, of one quart of mixed resin and hardener @ 70eF, is 30 to 60 minutes. CURE TIME The concrete welding agent will cure at room temperature (70 to 80 °7.) at the same time the new concrete is setting. CLEANING Avoid contact of resin and hardener with skin and apply under AND SAFETY conditions of good ventilation. See Safety Bulletin EP -54 -8, Mod. 1. Brushes and equipment may be cleaned with acetone or methyl ethyl ketone before the compound hardens. Pro- tective barrier creams are recommended on hands and we suggest for cleaning a 1 -1 mixture of toluene and isopropyl alcohol or soap and water. PACKAGING Quart units (2/3 qt. 25D, Part A - 113 qt. 25D, Part B). Gallon units (2/3 gal. 25D, Part A - 1/3 gal. 25D, Part B). A full gallon unit is approximately 9.7 pounds. PRICING See Building Trades Price List, EP- 59 -46, latest issue. Oman 5 -5751 CHapman 5 -1151 11 4516 BRAZIL STREET • LOS ANGELES, CALIFORNIA Before beginning to use material, please read carefully Furane's bulletin outlining safety precautions, operating procedures, and non warranty features. The suggestions and methods of application described in this instruction sheet have been based upon careful laboratory investigations. Since operating conditims In the fabricator's plant are beyond our control, Furane Plastics cannot assume responsibility for any risks or liabilities which may result from the use of Its products. It is recommended that trial samples be evaluated before production applications of epoxy resins are attempted, in order to familiarize personnel with curing and handling properties at the material. In any event. IlabilltY shall be limited to cost of material purchased from Furane. unless otherwise Indicated, this material is to be considered past Its storage life twelve (12) month after delivery to customer. TO: CITY COUNCIL FROM: CITY MANAGER AND PUBLIC WORKS DIRECTOR SUBJECT: BRIDGE PILING REPAIR AT NO INE AVENUE AND PARK AVENUE BRIDGES (CONTRACT NO. c -849) RECOMMENDATIONS: I. REJECT THE BID. 'L. REFER THE PLANS BACK TO THE PUBLIC WORKS DEPARTMENT FOR REVISION AND FURTHER RECOMMENDATION. f, 6 ONE BID WAS RECEIVED AND OPENED IN THE OFFICE OF THE CITY CLERK AT 10:30 A.M. ON JULY 17, 1963• BIDDER BID VLIER CONTRACTING COMPANY $52,320 STUDIO CITY (,THE LOW BID IS 118% MORE THAN THE ENGINEERS ESTIMATE AND THE AMOUNT BUDGETED OF $24,000. SPECIFICATIONS FOR THE PROJECT AS WRITTEN IMPOSED VERY RIGID CONTROLS ON THE CONTRACTOR. DISCUSSIONS WITH THE BIDDER AND WITH OTHER INTERESTED CONTRAC- TORS HAVE SUGGESTED SEVERAL REVISIONS WHICH SHOULD RESULT- IN DECREASED COSTS. IT IS DOUBTFUL, HOWEVER, THAT THE COSTS COULD BE REDUCED TO THE AMOUNT ORIGINALLY BUDGETED, AND IT MAY BE NECESSARY TO DELETE THE PARK AVENUE BRIDGE WORK IN ORDER TO STAY WITHIN THE AVAILABLE FUNDS. IT WILL BE DESIRABLE TO DEFER THE START OF CONSTRUCTION UNTIL OCTOBER SO THAT TRAFFIC VOLUMES WILL BE REDUCED AND IT WILL BE POSSIBLE TO BLOCK ONE LANE OF THE BRIDGE DURING CONSTRUCTION OPERATIONS IN ORDER TO PROVIDE THE CONTRACTOR WITH MORE ADEQUATE WORKING ROOM. PREPARED BY: DONALD C. SIMPSON /� j(J PUBLIC WORKS DIRECTOR �� /""" YYY RC:DCS:BBN:VR 7 -18 -63 OBER CITY MANAGER V CITY OFOLPORT BEACH - PUBLIC WMS W&4ENT ESTIMATING FORM PROJECT P16 /n/67 /ZEP/1 12 (f-ft 9) �/ GCIU77ZAc7- ) DIVISION DATE BY: NA C3 FINAL IN#RY FINAL ITEM QUANTITY. UNIT PRICE AMOUNT REP<1 /,e P/e- E on/ AIW IZI V6 f 2 i.�26 6 rO e,4 370 eoo- 00 20O0.oa. S rF-F c � 445 Y i +, i 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 10630 A.M. ON THE 17TH DAY OF JULY, 1963, AT WHICH TIME THEY WILL BE PUBLICLY OPENED AND READ, FOR PERFORMING WORK AS FOLLOWS6 THE PILING REPAIR OF MARINE AVENUE AND PARK AVENUE BRIDGES NO BID WILL BE RECEIVED UNLESS IT IS MADE ON A PROPOSAL FORM FURNISHED BY THE PUBLIC WORKS DEPARTMENT. EACH B.ID MUST BE ACCOMPANIED BY CASH, CERTI- FIED CHECK, OR BIDDERS 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 WHOM THE CONTRACT IS AWARDED FAIL TO ENTER INTO THE CONTRACT. IN ACCORDANCE WITH THE PROVISIONS OF SECTION 1770 OF THE LABOR CODE, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH HAS ASCERTAINED THE GENERAL PREVAIL- ING RATE OF PER DIEM WAGES IN THE LOCALITY IN WHICH THE WORK IS TO BE PERFORMED FOR EACH CRAFT OR TYPE OF WORKMAN OR MECHANIC NEEDED TO EXECUTE THE CONTRACT AND IS SET FORTH IN RESOLUTION No. 5729. A COPY OF SAID RESOLUTION IS AVAIL- ABLE IN THE OFFICE OF THE CITY CLERK IN THE CITY OF NEWPORT BEACH. ALL BIDS ARE TO BE COMPARED ON THE BASIS OF THE ENGINEER'S ESTIMATE OF THE QUANTITIES OF WORK TO BE DONE. NO BIDS WILL BE ACCEPTED FROM A CONTRACTOR WHO HAS NOT BEEN LICENSED IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 9, DIVISION III OF BUSINESS AND PROFESSIONS CODE. PLANS AND SPECIFICATIONS, FORMS OF PROPOSALS, BONDS, AND CONTRACT MAY BE OBTAINED AT THE PUBLIC WORKS DEPARTMENT, CITY HALL, NEWPORT BEACH, CALIFORNIA- A NON- REFUNDABLE CHARGE OF $2.00 WILL BE REQUIRED FOR EACH SET OF STANDARD SPECIFICATIONS. A REFUNDABLE DEPOSIT OF $5.00 WILL BE REQUIRED FOR EkCH SET OF PLANS, SPECIAL PROVi3pONS, AND CONTRACT DOCUMENTS. NO REFUNDS WILL BE MADE LATER THAN 60 DAYS AFTER AWARD OF THE BID. THE CITY OF NEWPORT BEACH RESERVES THE RIGHT TO REJECT ANY OR ALL BIDS AND TO WAIVE ANY INFORMALITY IN SUCH BIDS. 6 -20-63 CITY OF NEWPORT BEACH, CALIFORNIA MARGERY SCHROUDER, CITY CLERK a PROPOSAL To THE HONORABLE CITY COUNCIL CITY OF NEWPORT BEACH CALIFORNIA THE UNDERSIGNED DECLARES THAT HE HAS CAREFULLY EXAMINED THE LOCATION OF THE PRO- POSED WORK, THAT HE HAS EXAMINED THE PLANS AND SPECIFICATIONS, AND READ THE ACCOMPANY — iNG INSTRUCTIONS TO BIDDERS, AND HEREBY PROPOSES TO FURNISH ALL MATERIALS AND DO ALL. WORK REQUIRED TOO COMPLETE THE PILING REPAIR OF MARINE AVENUE AND PARK AVENUE BRIDGE.a, CONTRACT N0. C -849, AS SHOWN ON CITY OF NEWPORT BEACH DRAWING NO. R- 5009 -S, !N ACCORD - ANCE WITH THE PLANS, STANDARD SPECIFICATIONS, AND SPECIAL PROVISIONS, AND THAT HE WidL TAKE IN FULL PAYMENT THEREFOR THE FOLLOWING UNIT PRICES FOR EACH 4TEM COMPLETE N PLACE, TO WIT-. Z TEM QUANTITY ITEM DESCRIPTION UNIT TOTAL No. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE Y 90 REPAIR PILES OF MARINE AVENUE EACH BRIDGE DOLLARS AND CENTS 4 too REPLACE MAIN STEEL REINFORCEMENT POUND DOLLARS AND CENTS PER POUND 5 600 REPAIR DECKING OF PARK AVENUE SQ.FT. BRIDGE TOTAL WRITTEN IN WORDS' DOLLARS AND CENTS PER SQUARE FOOT DOLLARS TOTAL$ CEAY9 DOLLARS AND CENTS $ $ EACH C 30 REPAIR PILES OF PARK AVENUE EACH BRIDGE DOLLARS AND CENTS EACH 3 Z REPAIR PILE CAPS OF PARK AVENUE EACH BRIDGE DOLLARS AND CENTS 4 too REPLACE MAIN STEEL REINFORCEMENT POUND DOLLARS AND CENTS PER POUND 5 600 REPAIR DECKING OF PARK AVENUE SQ.FT. BRIDGE TOTAL WRITTEN IN WORDS' DOLLARS AND CENTS PER SQUARE FOOT DOLLARS TOTAL$ CEAY9 0, TO: CITY COUNCIL FROM: CITY MANAGER AND PUBLIC WORKS DIRECTOR SUBJECT: PLANS AND SPECIFICATIONS FOR THE BRIDGE PILING REPAIR AT MARINE AVENUE AND PARK AVENUE BRIDGES (CONTRACT NO. C -849) RECOMMENDATIONS: 1. APPROVE THE PLANS AND SPECIFICATIONS. 2. AUTHORIZE THE CITY CLERK TO ADVERTISE FOR BIDS TO BE OPENED AT 10:30 A.M. ON JULY 17, 1963- THE ESTIMATED COST IS $24,000, AND THE AMOUNT BUDGETED UNDER ACCOUNT Nos. 02- 3397 -o68 AND 02- 3397 -069 Is $24,000. THIS CONTRACT INCLUDES THE REPAIR OF PILES FOR BOTH BRIDGES AND MINOR REPAIRS OF PILE CAPS AND DECKING FOR THE PARK AVENUE BRIDGE. THE NEED FOR THESE REPAIRS HAS RESULTED FROM THE INTRUSION OF WATER TO THE REINFORCING STEEL WHICH, WITH THE PRESENCE OF OXYGEN, CORRODES THE STEEL. THIS CORROSION EXPANDS THE STEEL, CAUSING THE CONCRETE TO SPALL. RESTORATION WILL INVOLVE REMOVING BAD CONCRETE, CLEANING THE REINFORCING STEEL, AND PLACING A NEW, DURABLE CONCRETE COATING, THE SPECIFICATIONS REQUIRE THAT THE CONTRACTOR SHALL MAINTAIN THE BALBOA ISLAND CHANNEL OPEN TO MARINE TRAFFIC AND THE BRIDGES OPEN TO PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL TIMES. THE ESTIMATED COMPLETION DATE IS JANUARY 29, 1964, PREPARED BY: DONALD C. SIMPSON ROBERT COOP PUBLIC WORKS DIRECTOR CITY MANAGER RC:DCS:MA:VR Jo SP0 f "— SITIO N: DI p 6 -20 -63 .�:� t k- 7,1911, /4'3401* CITY OF NEWPORT BEACH CALIFORNIA NOTICE INVITING BIAS Scaled proposals will be re- _-P ceived at the office of the City Clerk, City Hall. Newport 2.g Beach,. California, until 10:30 A. M. on the 17th day of July, 1963, at' which flint they will be publicly vpezed and, read, for performing work as follows: i� THE PILING REPAIR OF MA- RINE AVENUE AND PARK AVENUE BRIDGES No bid will be received un- less it is made on a proposal form as bound in the specifica- tions. Each bid must be accom- panied bycash, certified check or bidder's bond made=payable to the City. of.Ngwport_Beach, for an amouni equal to at least 10 percent of the W-6irit bid, . such guaranty to be forfeited should the bidder to whom the contract is awarded fail to en- ter into the contract. In accordance with the provi- sions of Section 1770 of the La- bor Code, the City Council of the City of Newport Beach has ascertained the general prevail- ing rate of per diem wages in _the locality in which the work is to be performed for each craft or type of workman or mechan- ic needed to execute the con- tract and is set forth in Resolu- tion No. 5729. A copy of said Resolution is available in the office of the City Clerk in the - City of Newport Beach. All bids are to be compared on the basis of the Architect's :estimates of the quantities of work to be done. No bid will be accepted from a Contractor who is not licensed in accordance with the.provi —, . sions of Chapter 9, Division III of Business and Professions Code. Plans and Specifications, forms of proposals, bonds, and con- tract may be obtained at the, Public Works Department, City Hall, Newport Beach, Califor- nia. A non-refundable charge of $2. 00 will be required for each set of standard specifications. A refundable deposit of $5.00 will be required for each set of plans, special provisions, and contract documents. The City of Newport Beach reserves the right to reject any arallbids and to waive any in -, formality in such bids. CITY OF NEWPORT BEACH CALIFORNIA MARGERY SCHROUDER .y L C -849 See Contract File for Plans Piling Repair CITY tEWPORT BEACH - PMBLIC. WMS WAARTMENT ESTIMATING FORM PROJECTC /OFD/ ` /t /N�Ptj/ o�� BYs 65b 6e s p PREL IM I NARY DIVISION DATE 6 `9� 63 133' FINAL 1 NO. ITEM QUANTITY, UNIT PRICE AMOUNT /o 0-0 / i1 /j7— 1J 4l3r /, 0 /00 7�eAtYU6 of i1r,% 3rr G ©O SQ <.: t, OD /ZO U ro L - _, Cove" casowrlis IA"A NlgttA# CALIMMIS Twm vw -M "Ve Lgryew 0400"t Tit :40**M- 4!-.Vw Plum "o, Uat surmls-4 To* *At"* we *me 1*0 0408491 hWM* #Ab!NW ML Y"T W.. wl%& at ma To 4xv A *mew rool Va.' tolvat psojiptv tiomw r 0*► i ►on" pumolAm. am aliva'Oommutoo ifoyo.-Vow Olow men' YK posaw-wovwItoo i lk Marine i 14 I V SUITE 201, 2114 PICO BOULEVARD, SANTA MONICA, CALIFORNIA PHONE 399 -3726 June 7, 1963 Benjamin Nolan Assistant City Engineer City Of Newport Beach Newport Beach, Calif. Dear Ben! This is the letter you requested per your conver- sation with Lee Hixson on Monday , June 31 1963. Marine Corrosion Control Corporation shall, at your convenience, run a comprhensive survey, re- pair, reconstruct two pilings on the Balboa Bay Bridge. The charges for this survey, repair and reconstruc- tion, shall be $250 per concrete piling and shall not exceed a total of $500 for the completed job. When the concrete piling survey and repair is co4- pleted; Marine Corrosion Control Corporation will then determine it's costs on the pilings completed. Any monetary surplus over costs on the job shall be credited to the City of Newport Beach should Marine Corrosion Control Corporation be the successfull bidder. We wish you to understand that the figure of $250 per pile is high and that this figure represents many costs that would average out such lower over one hundred pilings. _ -I e ly Yo , arry Edwards Vice President Marine Corrosion Control poll- 44 AzA -3 _ s A3 16 c b E ?C-N- 9 0 gA-X i 400 9 e. D 11, A/O -14:7 v� � D i 74, I IA)4 77- p - -7�71 ilm 44�.-1 emu. 'rte ( I 14- ............. ... _ -.. - ................ . OL OL CHICKEN OF THE SEA, INCORPORATE 840 Van Camp Street, Pont of Long Beach, California April 11, 1962 Mr. Donald Simpson City Engineer Newport- Balboa City Hall Newport, California Dear Sir: Last week, while spending a few days on Balboa Island, we noted what appears to be recent deterioration in the bridge to the Island, which I feel should be investigated at once, if you are not already familiar with this situation. The concrete pilings on the Island side appear to be disin- tegrating and splitting. In my opinion this has developed in recent months, as the condition was not noticeable 2 years ago, While I am not an expert, I am sure that if permitted to continue this condition could produce serious results dur- ing the heavy summer traffic season when the bridge is con- tinuously loaded with automobile traffic. Yours very truly, Ric and A. Halderman 1212 Roanoke Road San Marino, California rah /bls cc: Mr. James Stoddard, Mayor Mr. F. Robert Coop, City Manager Mr. J. A. Be* - Balboa Island RECEIVED APR 121962 Y 7 PUBLIC WORKS DEPT. � 3;a Chicken of the Sea Brand Tuna