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Home My WebLink AboutC-909 - Traffic signal installation on Jamboree Road at Eastbluff Drive & Ford Road* G'/TY CL E'R{< 0 CONTRACT NO. 909 CITY OF NEWPORT BEACH CONTRACT DOCUMENTS FOR TRAFFIC SIGNAL INSTALLATION ON JAMBOREE ROAD AT EASTBLUFF DRIVE AND FORD ROAD APPROVED BY THE CITY COUNCIL ON THIS 13TH DAY OF JULY, lg& M S CI t Y'CLERK AUG ;i'ii JOS 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 80800 A.H. ON THE 5TH DAY OF AUGUST, 1964, AT WHICH TIME THEY WILL BE PUBLICLY OPENED AND READ, FOR PERFORMING WORK AS FOLLOWS: TRAFFIC SIGNAL INSTALLATION ON JAMBOREE ROAD AT EASTBLUFF DRIVE AND FORD ROAD NO BID WILL BE RECEIVED UNLESS IT IS MADE ON A PROPOSAL FORM FURNISHED.BY THE PUBLIC WORKS DEPARTMENT. EACH BID MUST BE ACCOMPANIED BY CASH', CERTIF IED.CNECK OR BIDDER 'S BOND MADE PAYABLE TO THE CITY OF NEWPORT BEACH, FOR AN-AMOUNT EQUAL 10 AT'LEAST IO 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 P"VISIONS OF SECTION 1770 OF THE LABOR CODE, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH HAS ASCERTAINED THE GENERAL PREVAILING RATE OF PER DIEN WAGES IN THE LOCALITY It{ WHICH THE WORK,IS TO BE PERFORMED FOR EACH CRAFT OR TYPE OF WORKMAN OR NECHANIC NEEDED TO EXECUTE THE CONTRACT AND IS SET FORTH IN RESOLUTION NO. 5729. A COPY OF SAID�RESOLUTION IS AVAILABLE IN THE OFFICE OF THE CITY'CLERK IN THE CITY OF NEWPORT BEACH. ALL BIDS ARE TO BE COMPARED ON THE BASIS OF THE ENGINEER'S ESTIMATE OF THE QUANTITIES OF WORK TO BE DONE. , NO BID WILL BE ACCEPTED FROM A CONTRACTOR WHO HAS NOT BEEN LICENSED IN ACCORDANCE WITH THE PROVhSIONS OF CHAPTER 9, DIVISION III OF BUSINESS AND PROFESSIONS' CODE. r PLANS AND SPECIFICATIONS, FORMS OF PROPOSALS, BONDS, AND CONTRACT MAY BE OBTAINED AT THE PUBLIC WORKS DEPARTMENT, CITY HALL, NEWPORT BEACH, CALIFORNIA. A WON-REFUNDABLE CHARGE OF $2.00 WILL BE REQUIRED FOR EACH SET OF STANDARD SPECIFICATIONS. A REFUNDABLE DEPOSIT OF $5.00 WILL BE REQUIRED FOR EACH SET OF PLANS, SPECIAL PROVISIONS, AND CONTRACT DOCUMENTS. NO REFUNDS WILL BE MADE LATER THAN 60 DAYS AFTER AWARD OF 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 NOTICE TO BIDDERS. Ll CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CONTRACT NO. 909 CITY OF NEWPORT BEACH CONTRACT DOCUMENTS FOR TRAFFIC SIGNAL ON JAMBOREE ROAD AT EAST6LUFF DRIVE AND FORD ROAD ADDENDUM N0. t PLEASE NOTE THE FOLLOWING CHANGES ON THE ATTACHED REVISED PLAN, R- 5030 -S, SHEET 1 OF 9: I. AT "SIGNAL HEAD" DETAIL, CHANGE POLE 16A TO POLE r a l 2. ON CONDUCT'O'R SCHEDULE, CHANGE NUMBER OF #14 WIRES IN CIRCUIT B, RUN 11 4 FROM 3 TO , AND RUN 04 FROM 4 To 3- 3. ON POLE SCHEDULE, CHANGE POLES y7 AND #7 -A FROM 7' TO 10', ALSO, CHANGE POLES #3 AND #8 FROM 10' TO 7'. 4. ON PLAN AT POLE 5 -A, CHANGE PHASE A + Cl 2 -COLOR PEDESTRIAN SIGNAL HEAD TO STANDARD 3 -COLOR TRAFFIC SIGNAL HEAD. 5- GNDICATE CIRCUIT RUN NO. 4 BETWEEN POLES P-A AND 16 PLEASE SHOW DATE OF RECEIPT OF THIS ADDENDUM ON THE PROPOSAL SHEET, OR PROVE RECEIPT BY INSERTING ONE COPY WITH YOUR PROPOSAL. KENNETH L. PERRY / ASSISTANT CITY ENGINEER 7/28/64 PROPOSAL FOR CONTRACT NO. 909 TO THE HONORABLE CITY COUNCIL CITY OF NEWPORT BEACH CALIFORNIA THE UNDERSIGNED DECLARES THAT HE HAS CAREFULLY EXAMINED THE LOCATION OF THE PROPOSED WORK, THAT HE HAS EXAMINED THE PLANS AND SPECIFICATIONS FOR CONTRACT N0. 909, AND HEREBY PROPOSES TO FURNISH ALL MATERIALS AND DO ALL WORK REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH SAID PLANS THE STANDARD SPECIFICATIONS OF THE CITY OF NEWPORT BEACH AND SPECIAL PROVISIONS) AND THAT HE WILL TAKE IN FULL PAYMENT THEREFOR THE FOLLOWING LUMP SUM PRICE FOR THE ITEM COMPLETE IN PLACE, TO WITS ITEM ITEM DESCRIPTION TOTAL N0. QUANTITY TOTAL PRICE WRITTEN IN WORDS PRICE I TRAFFIC SIGNAL INSTALLATION LUMP SUM i@ EIGHTEEN THOUSAND FIVE DOLLARS Aaftlk HUNDRED NINETY SIX DOLLARS XJC6mt'RS LUMP SUM THE UNDERSIGNED ,AGREES. THAT IN CASE--00, DEFAULT IN EXECUTA -NG THE fiEQUIREDi CONTRACT W-ITH NECESSARY BONDS'-WITHIN TEN• (UO) 01,y5x .NOT. fNC LUD -NG SUNi,3r Y AfTtfC HAVING—RECEIVED NOT.fCE. .THAT. T'HE *CONTRACT I,,S- .REAO.Y FOR SIGNATURES THE.PROCEE.DS OF, THE, CHECK OR BOND . ACCOMPANY) NG'44'IS'.B.FD 9tYA LLJ: BECOME 'T HE PROPERTY. OF THE .C#TY.•,dF','N,EWPORT; BEACH. .. .. .. LICENSED IN ACCORDANCE WIT3f THE $TAT''IITES OF. THE STATE OF CALIFORNIA PROVIDING' FOR T:HE REGISTRATION OF CONTRACT9RS.j LICENSE "NO -: 137986 THE UNDERSIGNED HAS CHECKED.LA,RCFULLY ALL OF THE ABOVE FIGURES 'ANDI UNDERSTANDS THAT THE CITY WILL.NOT BE RES.PONSIOLE FOR ANY.ERRORS OR OMISSIONS -ON THE PART -O F. THE UNDERSIGNED IN MAKING UP THIS BID- ACCOMPANYING THIS PROPOSAL ' IS, BIODERS'BOND 'CASHy CERTIFIED CHECKS CASHIER'S CHECK OR BOND IN AN AMOUNT NOT LESS THAN 10 PERCENT OF THE TOTAL BID PRICE. KE 5 -2141 E. D. JOHNSON & Co. PHONE NUMBER .. BIDDER'S NAME 8/4/64 DATE JOHNSON AUTHORIZED SIGNATURE UTHORIZED JIGNATURE (SEAL).: P.O. BOX 29, ANAHEIM CORPORATION BIDDERS ADDRESS TYPE OF ORGANIZATION ...(INDIVIDUALS CORP.ORATION0 COPARTNERSHIP) LIST BELOW NAMES OF PRESIDENT, SECRETARYO TREASURER AND MANAGER IF A CORPORATION AND NAMES OF ALL COPARTNERS IF A COPARTNt�E,RSHIP: E. D: JOHNSON R. P. JOHNSON VICE PRES L. J. OGG SEC. ie THE UNDERSIGNED ,AGREES. THAT IN CASE--00, DEFAULT IN EXECUTA -NG THE fiEQUIREDi CONTRACT W-ITH NECESSARY BONDS'-WITHIN TEN• (UO) 01,y5x .NOT. fNC LUD -NG SUNi,3r Y AfTtfC HAVING—RECEIVED NOT.fCE. .THAT. T'HE *CONTRACT I,,S- .REAO.Y FOR SIGNATURES THE.PROCEE.DS OF, THE, CHECK OR BOND . ACCOMPANY) NG'44'IS'.B.FD 9tYA LLJ: BECOME 'T HE PROPERTY. OF THE .C#TY.•,dF','N,EWPORT; BEACH. .. .. .. LICENSED IN ACCORDANCE WIT3f THE $TAT''IITES OF. THE STATE OF CALIFORNIA PROVIDING' FOR T:HE REGISTRATION OF CONTRACT9RS.j LICENSE "NO -: 137986 THE UNDERSIGNED HAS CHECKED.LA,RCFULLY ALL OF THE ABOVE FIGURES 'ANDI UNDERSTANDS THAT THE CITY WILL.NOT BE RES.PONSIOLE FOR ANY.ERRORS OR OMISSIONS -ON THE PART -O F. THE UNDERSIGNED IN MAKING UP THIS BID- ACCOMPANYING THIS PROPOSAL ' IS, BIODERS'BOND 'CASHy CERTIFIED CHECKS CASHIER'S CHECK OR BOND IN AN AMOUNT NOT LESS THAN 10 PERCENT OF THE TOTAL BID PRICE. KE 5 -2141 E. D. JOHNSON & Co. PHONE NUMBER .. BIDDER'S NAME 8/4/64 DATE JOHNSON AUTHORIZED SIGNATURE UTHORIZED JIGNATURE (SEAL).: P.O. BOX 29, ANAHEIM CORPORATION BIDDERS ADDRESS TYPE OF ORGANIZATION ...(INDIVIDUALS CORP.ORATION0 COPARTNERSHIP) LIST BELOW NAMES OF PRESIDENT, SECRETARYO TREASURER AND MANAGER IF A CORPORATION AND NAMES OF ALL COPARTNERS IF A COPARTNt�E,RSHIP: E. D: JOHNSON R. P. JOHNSON VICE PRES L. J. OGG SEC. PAGE 3 DESIGNATION OF SUB - CONTRACTORS THE UNDERSIGNED CERTIFIES THAT HE HAS USED THE SUB -BIDS OF THE FOLLOYING LISTED CONTRACTORS IN MAKING UP HIS BID AND THAT THE SUB- CONTRACTORS LISTED WILL BE USED FOR THE WORK FOR WHICH THEY BID, SUBJECT TO THE APPROVAL OF THE CITY ENGINEER, AND IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE SPECIFICATIONS. NO CHANGE MAY BE MADE IN THESE SUB- CONTRACTORS EXCEPT UPON THE PRIOR APPROVAL OF THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH. ITEM OF WORK SUB- CONTRACTOR ADDRESS j. GRIFFITH CO. PAVING 2. 3• 4. 5- 6. E. D. JOHNSON & CO. BIDDERS NAME S/R, P. JOHNSON AUTHORIZED SIGNATURE CORP. TYPE OF ORGANIZATION (INDIVIDUAL, COPARTNERSHIP OR CORPORATION P.O. Box 29 ANAHEIM ADDRESS BIDDER'S BOND TO ACCOMPANY PROPOSAL KNOW ALL MEN BY THESE PRESENT, LC PAGE 4 THAT WE, E. D. JOHNSON & CO. , AS PRINCIPAL, AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, CALIFORNIA, IN THE SUM OF DOLLARS ($ - ), LAWFUL MONEY OF THE UNITED STATES FOR THE PAYMENT OF WHICH SUM WELL AND TRULY TO BE MADE, WE BIND OURSELVES, JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENTS. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH, THAT IF THE PROPOSAL OF THE ABOVE BOUNDEN, PRINCIPAL FOR THE CONSTRUCTION OF TRAFFIC SIGNAL INSTALLATION ON JAMBOREE ROAD AT EASTBLUFF DRIVE AND FORD ROAD 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 DAY OF , 19_ CORPORATE SEAL (IF CORPORATION) PRINCIPAL ATTACH ACKNOWLEDGMENT FROM OF ATTORNEY.-AN FACT) SURETY BY TITLE -� BOND N0. 4 0 1901 • PREMIITM: IWuded in charge for Performance Bond PAGE 5 LABOR AND MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS, THAT WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED AUGUST 10, 1964 HAS AWARDED TO E. D.. JOHNSON & CO. HEREINAFTER DESIGNATED AS THE "PRINCIPAL, A CONTRACT FOR TRAFFIC SIGNAL INSTALLATION ON JAMBOREE ROAD AT EASTBLUFF DRIVE AND FORD ROAD IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFI- CATIONS. AND OTHER CONTRACT DOCUMENTS ON FILE IN THE OFFICE OF THE CITY CLERK. WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF REQUIRE THE FURNISHING OF A BOND WITH SAID CONTRACT,.PROVID- ING THAT IF SAID PRINCIPAL OR ANY OF NOS OR ITS SUBCONTRACTORS, SMALL FAIL TO PAY FOR ANY MATERIALS, PROVISIONS, PROVENDER OR OTHER SUPPLIES OR TEAMS USED IN, UPON, FOR OR ABOUT THE PERFORMANCE OF THE YORK AGREED TO BE DONE, OR FOR ANY WORK OR LABOR DOME THEREON OF ANY KIND, THE SURETY ON THIS BOND WILL PAY THE SAME TO THE EXTENT HEREINAFTER SET FORTH: NOW, THEREFORE, WE E. D. JOHNSON & CO., a'Corporation AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE CONTRACTOR AND ST. PAUL'FIRE & MARINE INSURANCE CO. AS SURETY, ARE HELD FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF NINE THOUSAND TWO HUNDRED NINETY -EIGHT & no /100DOLLARS.($ 99298.00 ), SAID SUM BEING ONE -HALF OF THE ESTIMATED AMOUNT PAYABLE BY THE CITY OF NEWPORT BEACH UNDER THE TERMS OF THE CONTRACT, FOR WHICH PAYMENT WELL AND TRULY TO BE MADE WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND ADMINISTRATORS, SUCCESSORS OR ASSIGNS, JOINTLY AND 3EVERALLY, FIRMLY BY THESE PRESENTS. i THE CONDITION OF THIS OBLIGATION IS SUCH; THAT IF THE PERSON OR HIS SUB- CONTRACTORS, FAIL TO PAY FOR ANY MATERIALS, PROVISIONS, PROVENDER OR OTHER SUPPLIES, OR TEAMS, USED IN, UPON, FOR OR ABOUT THE PERFORMANCE OF THE WORK CONTRACTED TO BE DONE, OR FOR ANY OTHER WORK OR LABOR THEREON OF ANY KIND, OR FOR 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 BOUDy 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. .. . • PAGE 6 (LABOR AND MATERIAL BOND - CONTINUED) THIS BOND SHALL INURE TO THE BENEFIT OF ANY AND ALL PERSONSp ••60MPANIES 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 GOVERNNENT.CODE OF THE STATE OF CALIFORNIA- AND THE SAID SURETY FOR VALUE RECEIVED HEREBY STIPULATES AND AGREES THAT NO CHANGEI EXTENSION OF TIMES ALTERATIONS OR ADDITIONS TO THE TERMS OF THE CONTRACT OR TO THE WORK TO-BE PERFORMED THEREUNDER OR THE SPECIFICATIONS ACCOMPANYING THE SAME SHALL IN ANY WISE AFFECT ITS OBLIGATIONS ON THIS BOND AND IT DOES HEREBY WAIVE NOTICE OF ANY SUCH CHANGEI EXTENSION OF TIMES ALTER- ATIONS OR ADDITIONS TO THE TERMS OF THE CONTRACTOR OR TO THE WORK OR TO THE SPECIFICATIONS- _ IN WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL AND SURETY ABOVE NAMED, ON THE 17th DAY OF Aumist P.196�L- APPROVED AS TO FORMS #fSdj- CITY ATIVRmity E. D. JOHNSON & 00. (SEAL) (SEAL) ` (SEAL) CONTRACTOR ST. PAUL FIRE & MARINE INSURANCE CO. (SEAL) By i (SEAt) Attorney in Fact (SEAL) SURETY THIS BOND WAS APPROVED BY THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH BY MOTION ON ATE ATTESTS CITY CLERK Acknowledgment of Attorney -in -Fact. STATE OF CALIFORNIA. ea' COUNTY OF.. ORANGE .....:...................---.....__........_- ----••- -----••--•--............ On this ....... 171h .......... day of .............. August------------ ..- ..........19._6�f.., before me, a Notary Public, within and for the said County and State, personally appeared-Na --E, -- _Barnes .. ........... ........... known to me to be the person whose name is subscribed to the within instrument as the Attorney -in -Fact of and for the St. Paul Fire and Marine Insurance Company, Saint Paul, Minnesota, a corporatioll,:Frralgd, organized and existing under and by virtue of the laws of the State of Minnesota, and ackn8�iet�ed.to,•,,. me that he subscribed the name of the St. Paul Fire and Marine Insurance Company thereto as'S1RYi pa s own name as Attorney -in -Fact. r :.�.0. Z ay � Notary Publc. '�¢'�; �• t'" My Comm% sit9t6XXpjres ........ ......... -- ............ M1 11 64*w. Fsb.. L. 150D1 U -57 IOM ad. 3-56 CALIF. r :.�.0. Z ay � Notary Publc. '�¢'�; �• t'" My Comm% sit9t6XXpjres ........ ......... -- ............ M1 11 64*w. Fsb.. - BOND NO. 4JJJC 1901 . PREMIUM: $W74 PAGE 7 PERFORMANCE BOND KNOT! ALL MEN BY THESE PRESENTS THAT, WHEREAS, THE CITY COUNCIL OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED AUGUST 10, 1964 HAS AWARDED TO E. D. JOHNSON & CO. HEREINAFTER DESIGNATED AS THE "PRINCIPAL"" A CONTRACT FOR TRAFFIC SIGNAL INSTALLATION ON JAMBOREE ROAD AT EASTBLUFF DRIVE AND FORD ROAD IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS NOW ON FILE IN THE OFFICE OF THE CITY CLERK OF THE CITY OF NEWPORT BEACH. WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF REQUIRE THE FURNISHING A BOND FOR THE FAITHFUL PERFORMANCE OF SAID CONTRACT, NOW, THEREFORE, we, E. D. JOHNSON & CO., a Corporation AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE "CONTRACTOR" AND ST_ PAUf. vm & MARINE INSURANCE CO. AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE NINE THOUSAND TWO HUNDRED SUM OF (10 - - - - DOLLARS ($9,298.00 ), SAID SUM BEING EQUAL TO 5 1 OF THE ESTIMATED AMOUNT OF THE CONTRACT, TO BE PAID TO THE SAID CITY OR ITS CERTAIN ATTORNEY, ITS SUCCESSORS, AND ASSIGNS FOR WHICH' PAYMENT, WELL AND TRULY TO BE MADE, WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND ADMINISTRATORS, SUCCESSORS OR ASSIGNS, JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENTS. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT IF THE ABOVE BOUNDEN PRINCIPAL, HIS OR ITS HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS, OR ASSIGNS, SHALL IN ALL TM11405 STAND TO AW ABIDE BY, AND WELL AND TRULY KEEP AND PERFORM THE COVENANTS, CONDITIONS AND AGREEMENTS IN THE SAID CONTRACT AND ANY ALTERATION THEREOF MADE AS THEREIN PROVIDED ON HIS OR THEIR PART, TO BE KEPT AND PERFORMED AT THE TIME AND IN THE MANNER THEREIN SPECIFIED, AND. IN ALL RESPECTS ACCORDING TO THEIR TRUE INTENT AND MEANING, AND SHALL INDEMNIFY AND SAVE HARMLESS THE CITY OF NEWPORT BEACH, ITS OFFICERS AND AGENTS, AS THEREIN STIPULATED, THEN THIS OBLIGATION SMALL 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 17th DAY OF AUglISt , 19b 4. APPROVED AS TO FORM: �,,,, JA.SStsfA,l(CITY AflqRNEY (SEAL) (SEAL) tSEAL) CONTRACTOR ST. PAUL FIRE & MARTO INSURANCE GO. ; (SEAL) By (SEAL) SURET AttO in Fact OF CALIFORNIA. 3 Y OF_ .... ORANGE. --- .......... ............. ..._ ............... I ....... ._) sa. On thls.- .- .. 17th -- ----- -- ---..- . - -daq ...... August - -- -- ---- -. Acknowledgment of Attorney -in -Fact. 6 ...... before me, a Notary Public, within and fAa the -said County and State personally appeared Ralph E. Barnes to me to be the person whose name is subscribed to the within instrument as the Attorpey,in -j7act and for the St. Paul Fire and Marine Insurance Company, Saint Paul, Minnesota, a co 'qp 'mw;;OL. organized and existing under and by virtue of the laws of the State of Minnesota, sn4nU' t6, me that he subscribed the name of the St. Paul Fire and Marine Insurance Company therettf AS.Syre6, and kJ own name as Attorney -in -Fact. Notary Public °. 's - ' 1'- .0 15001 11-57 IOM Md. b56 CALIF. PAGt.9 NON COLLUSION AFFIDAVIT THE BIDDERS, BY ITS OFFICERS AND AGENTS OR REPRESENTATIVES PRESENT AT THE TIME OF FILING THIS BIDS BEING DULY SWORN ON THEIR OATHS SAYS THAT NEITHER THEY NOR ANY OF THEME HAVE IN ANY WAYS DIRECTLY OR INDIRECTLY ENTERED INTO ANY ARRANGEMENT 'OR AGREEMENT WITH ANY OTMtR BIDDERS OR WITH ANY PUBLIC OFFICER OF SUCH CITY OF NEWPORT BEACH WHEREBY SUCH AFFIANT OR AFFIANTS OR EITHER OF THEME HAS PAID OR IS TO PAY TO SUCH BIDDER OR PUBLIC OFFICER ANY SUM OF MONEYS OR HAS GIVEN OR IS TO GIVE TO SUCH . OTHER BIDDER OR PUBLIC OFFICER ANYTHING OF VALUE WHATEVER OR SUCH AFFIANT OR AFFIANT! 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 DID$; THAT NO BID HAS BEEN ACCEPTED FROM ANY SUBCONTRACTOR OR MATERIALMAN THROUGH ANY BID DEPOSITORY, THE BYLAWS RULES OR REGULATIONS OF WHICH PROHIBIT OR PREVENT THE CON- TRACTOR FROM CONSIDERING ANY BID FROM ANY SUBCONTRACTOR OR MATERIALMAN WHICH J:S.NOT- PROCESSED THROUGH SAID BID DEPOSITORY OR WHICH PREVENT ANY SUBCONTRACTOR OR MATER IALMAN FROM BIDDING TO ANY CONTRACTOR WHO DOES NOT USE THE FACILITIES OF OR ACCEPT BIDS FROM OR THROUGH SUCH BID DEPOSITORY; THAT NO INDUCEMENT OR ANY FORM OR CHARACTER OTHER THAN THAT WHICH APPEARS UPON THE FACE OF THE BID WILL BE SUGGESTED OFFERED) PAID OR DELIVERED TO ANY PERSON WHOMSOtVER TO INFLUENCE THE ACCE►TANCE.OF THE SAID BID OR AWARDING OF THE CONTRACT, NOR HAS THIS BIDDER ANY AGREEMENT OR UNDERSTANDING OF ANY KIND WHATSOEVER) WITH ANY PERSON WHOMSOEVER TO PAYS DELIVER TOO OR SHARE WITH ANY OTHER PERSON IN ANY WAY OR MANNERS ANY OF THE PROCEEDS OF THE CONTRACTS SOUGHT BY THIS BID. SUBSCRIBED AND $WORN TO BEFORE ME OY THIS S DAY OF A~T I 196 MY COMMISSION EXPIRES: IPAT lIS, 196 IL SmAus NOTARY UBLIC PAGE iO 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* V"40W Twrla slats IIIsr&MATISw "wowMMIT log CI►T M Mewon I[•er. SIGNED GA. P. jewom 0 0 PAGE 11 BY AND BETWEEN THE CITY OF NEWPORT BEACH, CALIFORNIA, HEREINAFTER DESIGNATED AS THE CITY, PARTY OF THE FIRST PART, AND to Q. is"mm i i9. HEREINAFTER DESIGNATED AS THE CONTRACTOR, PARTY OF THE SECOND PART- WITNESSETH: THAT THE PARTIES HERETO DO MUTUALLY AGREE AS FOLLOWS: 1. FOR AND IN CONSIDERATION OF THE PAYMENTS AND AGREEMENTS HEREINAFTER MENTIONEkm TO BE MADE AND PERFORMED BY THE CITY, THE CONTRACTOR AGREES WITH THE CITY TO FURNISH ALL MATERIALS AND LABOR FOR THE CONSTRUCTION OF Tiwr i c 5"w" Irrr&LLA r wN an Jummg IUy ♦i tasftwip 0t rvc " raw Mr 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, (EXCEPTI SUCH MATERIALS, IF ANY, AS IN THE SAID SPECiFiCATIONS ARE STIPULATED TO BE FURNISHED BY THE CITY), AND TO DO EVERYTHING REQUIRED BY THis AGREEMENT AND THE SAID PLANS AND SPECIFICATIONS, 2• FOR FURNISHING ALL SAID MATERIALS AND LABOR, TOOLS AND EQUIPMENT, AND DOING ALL T}-.c WORK CONTf MPL.A?ED AND EMBRACED IN THIa AGREEMENT, ALSO FOR ALL LOSS AND DAMAGE ARISING CUT OF THE NATURE OF THE WORK AFORESAID, OR FROM THE ACTION OF THE ELEMENTS, OR FROM ANY UNFORESEEN DIFFICJLTIES WHICH MAY ARISE OR BE E'lCOUNTERED IN THE PROSECU- TION OF THE WOPK UNTIL ITS ACCEPTANCE BY THE CITY, AND FOR ALL RISKS OF EVERY DESCRIPTION CONNECTED WITH THE WORK; ALSO, FOR AL,L EXPENSES INCURRED BY OR IN CONSE- QUENCE OF THE SUSPENSION OR DISCONTINUANCE OF WORK, EXCEPT SUCH AS IN SAID SPECIFI- CATIONS ARE EXPRESSLY STIPUL.ATED TO S_ BORNE BY THE CITY; AND FOR WELL AND FAITHFULLY' COMPLETING THE WORK AND THE WHOLE THEREOF', IN THE MANNER SHOWN AND DESCRIBED IN THE SAID PLANS AND SPECIFICATIONS, THE CITY WILL PAY AND THE CONTRACTOR SHALL RECEIVE IN FULL COMPENSATION THEREFOR THE LUMP SUM PRICE, OR IF THE 810 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 BED 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 PARTIE+ 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. C O N T R A C T THIS AGREEMENT, MADE AND ENTERED INTO THIS 07-'k DAY OF , 196, BY AND BETWEEN THE CITY OF NEWPORT BEACH, CALIFORNIA, HEREINAFTER DESIGNATED AS THE CITY, PARTY OF THE FIRST PART, AND to Q. is"mm i i9. HEREINAFTER DESIGNATED AS THE CONTRACTOR, PARTY OF THE SECOND PART- WITNESSETH: THAT THE PARTIES HERETO DO MUTUALLY AGREE AS FOLLOWS: 1. FOR AND IN CONSIDERATION OF THE PAYMENTS AND AGREEMENTS HEREINAFTER MENTIONEkm TO BE MADE AND PERFORMED BY THE CITY, THE CONTRACTOR AGREES WITH THE CITY TO FURNISH ALL MATERIALS AND LABOR FOR THE CONSTRUCTION OF Tiwr i c 5"w" Irrr&LLA r wN an Jummg IUy ♦i tasftwip 0t rvc " raw Mr 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, (EXCEPTI SUCH MATERIALS, IF ANY, AS IN THE SAID SPECiFiCATIONS ARE STIPULATED TO BE FURNISHED BY THE CITY), AND TO DO EVERYTHING REQUIRED BY THis AGREEMENT AND THE SAID PLANS AND SPECIFICATIONS, 2• FOR FURNISHING ALL SAID MATERIALS AND LABOR, TOOLS AND EQUIPMENT, AND DOING ALL T}-.c WORK CONTf MPL.A?ED AND EMBRACED IN THIa AGREEMENT, ALSO FOR ALL LOSS AND DAMAGE ARISING CUT OF THE NATURE OF THE WORK AFORESAID, OR FROM THE ACTION OF THE ELEMENTS, OR FROM ANY UNFORESEEN DIFFICJLTIES WHICH MAY ARISE OR BE E'lCOUNTERED IN THE PROSECU- TION OF THE WOPK UNTIL ITS ACCEPTANCE BY THE CITY, AND FOR ALL RISKS OF EVERY DESCRIPTION CONNECTED WITH THE WORK; ALSO, FOR AL,L EXPENSES INCURRED BY OR IN CONSE- QUENCE OF THE SUSPENSION OR DISCONTINUANCE OF WORK, EXCEPT SUCH AS IN SAID SPECIFI- CATIONS ARE EXPRESSLY STIPUL.ATED TO S_ BORNE BY THE CITY; AND FOR WELL AND FAITHFULLY' COMPLETING THE WORK AND THE WHOLE THEREOF', IN THE MANNER SHOWN AND DESCRIBED IN THE SAID PLANS AND SPECIFICATIONS, THE CITY WILL PAY AND THE CONTRACTOR SHALL RECEIVE IN FULL COMPENSATION THEREFOR THE LUMP SUM PRICE, OR IF THE 810 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 BED 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 PARTIE+ HERETO, OR WHEN REQUIRED BY THE CITY IN ACCORDANCE WITH THE PROVISIONS OF THE PLANS AND SPECIFICATIONS, ARE HEREBY INCORPORATED IN AND MADE PART OF THIS AGREEMENT. PAGE 12 IN WITNESS WHEREOF, THE PARTEES HERETO HAVE CAUSED THSS CONTRACT TO BE EXECUTED THE DAY AND `'EAR F3RS'? .ABOVE WRtTTEk+ CITY OF NEWPORT BEACH, CALIFORNIA BY MAYOR r ATTEST. �. I � , - APPROVED AS TO FORM. 4SSi /4gTCITY A ORNEY i CONTRACT NO. 909 SPECIAL PROVISIONS L TRAFFIC SIGNALS JAMBOREE ROAD AT EASTBLUFF DRIVE & FORD ROAD STANDARD SPECIFICATIONS Sections 1 through 9 only of the Standard Specifications, City of Newport Beach Public Works Department shall apply to this project. All items not specifically covered therein, on the plans or by .these special provisions shall be governed by the applicable sbctions of the Standard Specifications of the State of California, Division of Highways, January 1960 Editions, hereafter referred to as the State Standard Specifications. SCOPE OF WORK This contract involves the installation of a traffic signal system on Jamboree Road at Eastbluff Drive and Ford Road in Newport Beach, California. WORKING TIME The project shall be completed within forty five (45) calendar days. i MAINTENANCE OF TRAFFIC Attention is directed to Sections 7 -1.08 and 7 -1.09 of the State Standard Specifications and these special provisions. Public traffic shall be permitted to pass through the work with as little inconvenience and delay as possible. EXISTING UTILITIES The City does not guarantee the completeness or accuracy of the various information pertaining to overhead and underground utilities shown on the plans. It shall be the responsibility of the Contractor to contact the owners and /or operators of all utilities to determine the location, size, type,' direction and clearances of any and all utilities in the work area. CONSTRUCTION SURVEYS The Contractor shall be responsible for conducting all construction i surveying or "stake out" work required for this project. SIGNALS SYSTEM Furnishing and installing the traffic signal system and payment therefor shall conform to the provisions in Section 86 of the State Standard Specifications. -2- m Equipment list and drawings of electrical equipmenL and materials shall conform to the provisions in Section 86 -1.03 of the State Standard Specifications. Maintaining existing electrical systems shall conform to the provisions in Section 86 -1.06 of the State Standard Specifications. Foundations shall conform to the provisions in Section 86 -2.03 of the State Standard Specifications and these special provisions. In lieu of placing grout under base plate of each post, standard or pedestal located off of structures, the top 2 inches of the concrete foundation shall be placed after the post, standard or pedestal is in proper position. The exposed portions of the foundation shall be fprmed to present a neat appearance. Portland cement concrete shall be produced from commercially available aggregates and cement. No sampling or testing, except visual inspection by the Engineer, will be performed in connection with such concrete. The concrete for post, standard and pedestal foundations shall con- tain not less than 6 sacks of cement per cubic yard. The concrete for detector foundations shall contain not less than 7 sacks of cement per cubic yard or 6 sacks of cement per cubic yard using Type III cement, conforming to ASTM Designation: C 150, or 6 sacks of cement per cubic yard with the addition of calcium chloride conforming to the provisions in Section 90- 1.08A, "Calcium Chloride ", of the State Standard Specifications. CONDUIT The provisions of this Section "Conduit" of these special provisions shall supersede all the provisions in Section 86 -2.05, "Conduit ", of the State Standard Specifications. All conductors shall be run in conduit, except for overhead and temporary installations and where conductors are run inside poles. _3- Conduit to be installed underground shall be rigid metal type manufactured of mild steel, wrought iron or a silicon- bronze alloy containing at least 1. 25 per cent silicon and shall conform to UL Publication UL -6 for Rigid Metallic Conduit. Conduit to be installed on the surface of poles or in structures and foundations shall be rigid metal type as specified above for under- ground installations or rigid metal type manufactured of an aluminum -base alloy containing no more than 0. 40 per cent copper and shall conform to UL Publication UL -6 for Rigid Metallic Conduit. All conduit installed on the surface of poles or structures or other exposed locations shall be unpainted zinc coated metal or aluminum. Installation of conduit shall conform to the provisions of the State. The size of conduit used shall be as shown on the plans or as specified in the special provisions. Where pull boxes are installed adjacent to the base of a standard or a sign structure post, conduit installed between pull boxes and base shall not be less than 2 inches in diameter, unless otherwise shown on the plans. It shall be the option of the Contractor, at his expense, to use conduit of larger size than shown on the plans, if desired, and where used, it shall be for the entire length of the run from outlet to outlet. No reducing couplings will be permitted. The ends of all conduits, whether shop or field cut, shall be reamed to remove burrs and rough edges. Cuts shall be made square and true so that the ends will butt or come together for the full circum- ference thereof. Slip joints or running threads will not be permitted for coupling conduit. When a standard coupling cannot be used for coupling metal type conduit, an approved threaded union coupling shall be used. The threads on all ferrous metal conduit shall be painted with rust preventive paint before couplings are made up. All couplings for metal type conduit shall be screwed up until the ends of the conduits are brought together, providing a good electrical connection throughout the entire length of the conduit run. Where the coating on ferrous metal conduit has been damaged in handling or installing, such damaged places shall be painted with rust preventive paint. -4- . , •,. Exposed ungalvanized threads on ferrous metal type conduit result- ing from field cuts shall be painted with rust preventive paint. All metal type conduit ends shall be threaded and shall be capped with standard pipe caps until wiring is started. When caps are removed, the threaded ends shall be provided with approved conduit bushings. Conduit stubs from electrolier bases shall extend at least 6 inches from face of foundation and at least 18 inches below top of foundation. Conduit stubs on structures shall be as shown on the plans. The location of ends of all conduits in structures, or terminating at curbs, shall be marked by a "Y" at least 3 inches high cut into the face of curb, gutter or wall, directly above the conduit. Conduit bends, except factory bends, shall have a radius of not less than 6 times the inside diameter of the conduit. Where factory bends are not used, conduit shall be bent, without crimping or flattening, using the longest radius practicable. Conduit shall be laid to a depth of not less than 30 inches below highway pavement grade in road areas and finished grade in all other areas. Rigid metal conduit shall be placed under existing pavement by jacking or drilling methods. Pavement shall not be disturbed without the approval of the Engineer. In the event obstructions are encountered, upon approval of the Engineer, small test holes may be cut in the pavement to locate obstructions. Jacking or drilling pits shall be kept 2 feet clear of the edge of any type of pavement wherever possible. Excessive use of water, such that pavement might be undermined, or subgrade softened, will not be permitted. Conduit terminating in standards or pedestals shall extend approxi- mately 2 inches vertically above the foundation and shall be sloped towards the handhole opening. Conduit entering concrete pull boxes shall terminate 2 inches inside the box wall and not less than 2 inches above the bottom, and shall be sloped toward top of box to facilitate pulling of conductors. Conduit entering through the bottom of a pull box shall be located near the end walls to leave the major portion of the box clear. At all outlets, conduits shall enter from the direction, of the run. -5- Conduit for future use in structures, leading to points below grade of pull box, shall be threaded and capped. A No. 12 AWG galvanized pull wire shall be installed in all conduits which are to receive future conductors. At least 2 feet of pull wire shall be doubled back into the conduit at each termination. Conduit runs shown on the plans are for bidding purposes only and may be changed, with the approval of the Engineer, to avoid underground obstructions. CONDUCTORS AND WIRING Conductors and wiring shall conform to the provisions in Sections 86 -2.09 of the State Standard Specifications and these special pro- visions. Insulation shall be TW Grade, polyvinyl chloride compound, conforming to the specifications of ASTM Designation: D 734 for conductors No. 14 AWG and larger and TF Grade for conductors No. 16 AWG and smaller. All conductors in controller cabinets subject to flexing during opening of the cabinet door or removal of equipment shall be stranded. Conductors No. 14 AWG through No. 10 AWG, inclusive, shall be 19 -strand and conductors No. 16 AWG shall be 26- strand. Conductors in traffic- actuated controller cabinets between service terminals and the "AC.V terminals on external light relays (including connections to the police panel switches), the signal light neutral, and all conductors in the highway lighting circuit within the controller cabinet shall be No. 10 AWG, or larger. All other conductors in the signal light circuits shall be No. 14 AWG. Permanent identification bands shall be made of 6 mil, oil resistant vinyl, pressure- sensitive material. Soldering of pressure connectors may be omitted provided the connectors are applied with a ratchet type crimping tool which will not release the connector until the crimping operation is completed. The sleeve shall be compressed on each end. The finished connection shall com- ply with the requirements of Military Specification: MIL -T -7928. -6- Tape for insulating splices (low and high voltage) shall be UL approved, shall be resistant to ozone, corona and water and shall consist of the following: a. Self- fusing, flame- resistant, synthetic rubber. b. Pressure - sensitive, adhesive, polyvinyl chloride. Where polyvinyl chloride tape is used for a final layer, an electrical insulating coating shall be used which shall be fast drying, resistant to oil, acids, alkalies and corrosive atmospheric conditions and compatible with the tape. G ALVANIZING Galvanizing shall conform to the provisions in Section 86 -2. 15 of the State Standard Specifications and these special provisions. Where galvanized surfaces have been damaged they shall be repaired in conformance with State Standard Specification Section 66 -1.02G except that the first paragraph of said Section 66 -1.02G is hereby revised as follows: In lieu of the requirements of AASHO Designation: M 36, damaged spelter coating shall be repaired by thoroughly wire brushing the damaged area and removing all loose and cracked spelter coating, after which the cleaned area shall be painted with 2 coats of paint conforming to the requirements of Federal Specification MIL -P- 21035. The paint shall be furnished by the Contractor at his expense. ELECTRICAL FIELD TESTS Field tests shall conform to the provisions in Section 86 -2. 14 of the State Standard Specifications and these special provisions. Tests shall not start on a Friday, or on the day preceding a holiday. -7- ELECTRICAL SERVICE Service shall conform to the provisions in Section 86 -2. 11 of the State Standard Specifications and these special provisions. The enclosure for service equipment may be constructed of material galvanized prior to fabrication in lieu of galvanizing after fabri- cation as required in said Section 86 -2. 11. Other types of protect- ive coating shall be approved by the Engineer prior to installation. Full compensation for labor and materials required for making the connection between an existing service point, or a point established on the plan where the service point will be, and the nearest pull box shall be considered as included in the lump sum contract price for Signals. sp PAINTING ELECTRICAL UNITS Painting shall conform to the provisions in Section 86 -2. 16 of the State Standard Specifications and these special provisions. Factory finish on new equipment will be acceptable if of proper color and if equal in quality to the specified finish. New galvanized metal surfaces to be painted in the field shall be cleaned as specified above before applying the vinyl wash primer specified in said Section 86 -2. 16. The requirement for 2 finishing coats of aluminum paint, specified in said Section 86 -2. 16, shall also apply to exterior surfaces and ungalvanized steel edges of raintight enclosures (switches, service control equipment, transformers, etc. ). -8- 0 CONTROLLER. CABINET AND AUXILIARY EQUIPMENT The controller, cabinet and auxiliary equipment for the traffic - actuated signal system shall conform to the provisions in Section 86 -3 of the State Standard Specifications and these special pro- visions. The adjusted vehicle clearance interval for the traffic- actuated controller shall remain constant regardless of the reason for phase termination. Attention is directed to Section 86 -3.07C (1) of the State Standard Specifications. Flashing mechanism with plug -in -base and plug -in- mounting shall be independent of the controller and shall remain in operation upon shutdown of the controller or removal of the controller from the cabinet. Contact arms for external light relays shall be capable of carrying a current of 10 amperes per contact at 120 volts, 60 cycles, AC. Relays for special control devices and external light relays for pedestrian signals shall have double -pole, double -throw contacts and shall conform to the requirements in Section 86 -3.07C (2) of the Standard Specifications. The pedestrian interval timer assembly shall provide the following sequence of operations: a. Steady green "WALK" interval. b. Flashing red "DON'T WALK" clearance interval. c. Steady red "DON'T WALK" interval. Indication b. shall occur during the clearance interval and shall be accomplished by a separate flasher. The flasher for the pedestrian interval timer assembly shall conform to the provisions in said Section 86 -3.07C (1). Momentary contact switches shall be installed in the controller cabinet to place calls on each phase. All switches shall be mounted on a single readily accessible bracket and identified with labels. -9- Each momentary contact switch shall be phenolic enclosed switching unit, single -pole, double- throw, with screw type terminals, rated 15 amperes at 125 volts, AC and shall have the following character- istics: Switch shall be the precision snap- active type. Switch shall have an operating force of 9 to 13 ounces and minimum release force of 4 ounces. Pretravel shall be •1/64 -inch maximum Overtravel shall be 7/32 -inch minimum. Differential travel shall be 0.0004 to 0.002 -inch. Connectors on all equipment cables shall be provided with cable strain clamps. Conductors and cables in the controller cabinet shall be as specified under "Conductors and Wiring" of these special provisions. Receptacles for relays, timers and flashers shall be of the type now in general use by the Division of Highways. The controller cabinet shall be equipped with an electric fan with ball or roller bearings and a capacity of least 100 cubic feet per minute. The fan shall be mounted in a raintight housing attached to the top of the controller cabinet. The fan shall be thermostatically controlled and shall turn on at a temperature inside the controller cabinet of 120 degrees and off at 100 degrees Fahrenheit. The fan and cabinet ventilation holes shall be so located, with respecL to each other, so as to direct the bulk of the air flow over the controller case or through ventilating holes in the controller case, where such holes exist. Controller and auxiliary equipment timing and field wiring connections i shall be as directed by the Engineer. ii i 10- 0 PEDESTRIAN SIGNALS Gas tube type pedestrian signals shall conform to the provisions in Section 86 -4.07 of the State Standard Specifications and these special provisions. Pedestrian signals shall be Type A. Messages shall be "WALK" and "DON'T WALK" in lieu of the "Walk" and "Wait" provided in said Section 86 -4.07. The word in the upper compartment when illuminated shall read "DON'T" in red letters and the word "WALK" in the lower compart- ment shall appear green or red as selected. In the lower compart- rtient, clear red tubing without blockout paint shall be placed in front of the green tubing to achieve the dual color. The surface behind the "WALK" tubing in the Type A signal shall be finished with flat black enamel specified in said Section 86 -4.07. Acrylic plastic front for Type A signals shall be weather, craze and heat resistant. The housing for pedestrian signals shall be dustproof, weatherproof and corrosion resistant and shall provide for easy access to, and replacement of, all components. Gaskets shall conform to the provisions in ASTM Designation: D 1056, Grade SBE 42L. The red words "DON'T" and "WALK" shall operate from a single transformer. Each transformer shall have a power factor of nog less than 90 per cent. SIGNAL HEADS Signal heads and auxiliary equipment, as shown on the plans, and the installation thereof, shall conform to the provisions in Sections - 11 - 86 -4.01 to 86 -4.04, inclusive, of the State Standard Specifications and these special provisions. The last sentence in Section 86 -4.01 of the State Standard Specifi- cations, regarding new signal heads at any one intersection, shall be changed to read: All new vehicular signal heads at any one intersection shall be of the same make and type. All new pedestrian signal heads at any one intersection shall be of the same make and type. Vehicle and pedestrian signal mountings shall be oriented so as to provide maximum horizontal clearance to adjacent roadway. DETECTORS Vehicle detectors indicated on the plans shall conform to the following: Pressure - Sensitive Vehicle Detectors. - Pressure- sensitive vehicle detectors conforming to the provisions in Section 86 -4.05 of the State Standard Specifications. PEDESTRIAN PUSH BUTTONS Pedestrian push buttons shall conform to the provisions in Section 86 -4.06 of the State Standard Specifications and these special pro- visions. Pedestrian push button switch shall be a phenolic enclosed switching unit, single -pole, double- throw, with screw type terminals, rated 15 amperes at 125 volts, AC, and shall have the following characteristics: -12- �i I Switching unit shall have a steel plunger actuator and shall be provided with U -frame to permit recessed mounting in push- button housing. Switch shall be the precision snap- acting type. Switch shall have an operating force of V to 13 ounces and a minimum release force of 4 ounces.. Pretravel shall be 1/64 -inch maximum. Overtravel shall be 7/32 -inch minimum. Differential travel shall be 0.0004 to 0.002 -inch. r 0 - 13 - n This endorsement is effective 4 -1 -65 for attachment to Policy .Nd419 9148 004 issued to E. D. JOHNSON & CO. GBI by AMERICAN EMPLOYERS' (Name of lnru+ance Company) IT IS AGREED THAT THE CITY OF NEWPORT BEACH IS HEREBY AN ADDITIONAL INSURED UNDER THE POLICY FOR ALL WORK DONE. FOR THE CITY OF NEWPORT BEACH BY THE NAMED INSURED. ADDITIONAL PREMIUM TO BE DETERMINED ON AUDIT. N p0 Ai 0 64!/FBFq�H 08010 5 PARTS r_ urn :f��:ara��>•:�a�:��ya,�r_��v� RECEIVED MAR ? 9 1966 PUBUC WokM Dom` a I 0 CERTIFICATE OF INSURANCE 0 CERTIFICATE HOLDER: CITY OF NEWPORT BEACH CITY HALL, NEWPORT BEACH, CALIFORNIA ATTENTION: MR. MIKE ANDERSON Engineering Dept. DATE: MARCH 25, 195 NAME OF INSURED: E. D. JOHNSON & CO. POST OFFICE BOX 29, ANAHEIM, CALIFORNIA THIS CERTIFIES THAT THE INSURED NAMED ABOVE IS INSURED FOR 1. COMPREHENSIVE GENERAL LIABILITY INSURING ALL OPERATIONS INCLUDING AUTOMOBILE UNDER THE FOLLOWING POLICIES COVERING THE LIABILITY IMPOSED BY LAW OR ASSUMED UNDER CONTRACT FOR BODILY INJURY TO PERSONS OR DAMAGE TO PROPERTY OF OTHERS. DESCRIPTION OF OPERATIONS: ALL OPERATIONS OF NAMED INSURED TERM OF INSURANCE: APRIL 1, 1965 TO APRIL 11 1966 POLICY NUMBER AND LIMITS BODILY INJURY LIABILITY CL —A19- 9148 -004 EACH PERSON: $250,000 EACH OCCURRENCE: $1,000,000 AUTOMOBILE PROPERTY DAMAGE LIABILITY EACH OCCURRENCE: $250,000. PROPERTY DAMAGE LIABILITY OTHER THAN AUTOMOBILE EACH ACCIDENT: $1002000 AGGREGATE: $100,000 II. STATUTORY WORKMEN'S COMPENSATION — STATE OF CALIFORNIA — NUMBER WCP— A19-9148 -003- III. IF THE ABOVE POLICIES ARE CANCELLED OR CHANGED DURING THE PERIOD OF COVERAGE AS STATED HEREIN IN SUCH A MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE WILL BE MAILED TO THE PARTY NAMED ABOVE FOR 14HOM THIS CERTIFICATE IS ISSUED. AMERICAN EMPLOYERS' INSURANCE COMPANY POLICIES ARRA14GED THROUGH MICHAEL LUBY INSURANCE CORPORATION 801 PACIFIC AVENUE, LONG BEACH, CALIFORNIA 90813 TEL. NO. 437 -2791 AMENDED CERTIFICATE CE*1FICATE OF INS URA * E Certificate Holder: Date: 8/20/64 CITY OF NEWPORT BEACH NEWPORT BEACH, CALIFORNIA ��.,' -• "`' Note: Wording on reverse of ATTENTION:. �In,>iMi.rha�} J, AndelN", bnF 'ce,rt.i.f.iGates Ito be --dndorsed on A,Sst..i C4X14 .F.hgineer-.rr. a7u1, ._. o1.i:c�es. 4`:ty =bf Newport Name of Insured: Bearh to be,:.narned as additional ( ; ;,, c,. • : %,iAsiure& i o n . /PubI i c L i a b i l i t y and E. D. JOHNSON CO. -� - P,rt'.b�..erty' Damage pol cy, SUCK Post Office Box 29, - i - s > i • -i = a _- inidal'semen,t: ao be::d.rawn up by Anah4i*Lftlifdinia: :.�)-Ame:rican'- Empl;oy-e:r`s;I and forwarded at a later date. This certifies That The Insured Named Above Is Insured For I. Comprehensive General Liability insuring all operations including Automobile under the following policies covering the liability imposed by law or assumed under contract for bodily injury to persons or damage to property of others. Description of Operations: ALL OPERATIONS OF NAMED INSURED Term of Insurance: April 1, 1964 to April 1, 1965 Policy Number and Limits Bodily Injury Liability Each Person: $250,000 CL -A19- 9148 -002 Each occurrence: $1,000,000 Automobile Property Damage Liability Each Occurrence: $250,000 Property Damage Liability Other Than Automobile: Each Accident: $100,000 Aggregate: $100,000 II. Statutory Workmen's Compensation - State of California - Number WCP A19- 9148 -001 II1. If the above policies are cancelled or changed during the period of coverage as stated herein in such a manner as to affect this certificate, 10 days written notice will be mailed to the party named above for whom this certificate is issued. J' <.PFROVED AS 70 FORM AANS�EMP�L`O�YER!J; INSDOR�ANCr� pD AN�Nr��M� W. CHARA,MZA CI.Y Attorney By By...L _.... T6 Lt . SEY R Policies Arranged Through Assis'"t City Attorney MICHAEL LUBY INSURANCE CORPORATION 801 Pacific Avenue - Long Beach 13, California — 437 -2791 POL I C I ES TO BE ENDORSED AS FOLLOWS: A I .ii 0� I-;, ?.. J TJ Or, ;,IfU t jt r neft)C iuride,rstood and ag r�that the 156111 oyi'ljo : -R) I T: :.whi-ch ,,this .ceritilflzpte refers mip"tit -be catr6el•141,`,mater{- oi 1:)te allyy;iahangedy n=,*he amount of coverage thereof reduced, i, inor, ith@ =po:l i car M riwed to l apse unt i l ten (10) days after -:. " rieceip#:rbyr tb'er City Clerk of the City of Newport Beach, u r --CA ty_! Hat] 11,: Newport Beach, Cal i forn i a, of a reg i stered - 6,�: wni-ttenf (not i:co, of ,such cancellation or reduction in coverage.° . ") G: )J.,1 E City of Citq of Newport Beach N. Schroudert City Clerk 22955 3300 W. Newport Blvd. Newport Beach, Calif. 92660 NOTICE OF COMPLETION PUBLIC WORKS BOOP.7359 w537 To All Laborers and Material Men and to Every Other Person Interested: YOU WILL PLEASE TAKE NOTICE that on the Public Works project consisting of _Traffic on which E. D. Johnson & Co. was the contractor, and St. Paul Fire & Marine Insurance Co. was the surety, was completed. CITY OF NEWPORT BEACH I, the undersigned, say: I am the Public Works Director of the City of Newport Beach; the foregoing Notice of Completion is true of my own knowledge. I declare under penalty of perjury that the foregoing is true and correct. Executed on December 23, 1964 at Newport Beach, California. I, the undersigned, I am the City Clerk of the City of Newport Beach; the City Council of said City on December 14. 1964 accepted the above described work as completed and ordered that a Notice of Completion be .filed. I declare under penalty of perjury that the foregoing is true and correct. Executed on December 23, 1964 at Newport Beach, California. RECORDED AT REOVEST CRY of t EWpoBT BEAM ORANO6 COUNTY, R 9:05 AM DEC 24 1964 FREE 1• M c!lrtE, cussq, � G City C1 rk 0 0 TO; CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR DECEMBER 14, 1964 SUBJECT: ACCEPTANCE OF TRAFFIC SIGNAL ON JAMBOREE ROAD AT FORD ROAD - EASTBLUFF DRIVE RECOMMENDATIONS: I. ACCEPT THE WORK. 2. AUTHORIZE THE CITY CLERK TO FILE A NOTICE OF COMPLETION. 3. AUTHORIZE THE CITY CLERK TO RELEASE THE BONDS 35 DAYS AFTER THE NOTICE OF COMPLETION HAS BEEN FILED. THE CONTRACT FOR THE CONSTRUCTION OF THE TRAFFIC SIGNAL ON JAMBOREE ROAD AT FORD ROAD - EASTBLUFF DRIVE HAS BEEN COMPLETED TO THE SATISFACTION OF THE PUBLIC WORKS DEPARTMENT. i THE BID PRICE WAS W,596.00 ' EXTRA WORK AMOUNTED TO 663.45 THE FINAL CONTRACT PRICE WAS 19,259.45 PRIOR WORK BY MAC CO -LUSK WAS �j93.05 THE TOTAL COST OF THE SIGNAL WAS 19, 2.50 THE CONTRACTOR IS E. D. JOHNSON AND COMPANY OF ANAHEIM, CALIFORNIA. THE EXTRA WORK WAS REQUIRED DUE TO THE RELOCATION OF THE ELECTRICAL SERVICE POINT AND THE ADDITION OF AN ADDITIONAL PEDESTRIAN PUSH BUTTON. MACCO- LUSK INSTALLED A PORTION OF THE UNDERGROUND CONDUIT IN CONJUNCTION WITH THE STREET IMPROVEMENTS FOR THE EASTBLUFF TRACTS. OF THE TOTAL COST OF THE TRAFFIC SIGNAL INSTALLATION, 506 WILL BE PAID BY MACCO -LUSK UNDER THE TERMS OF THE SUB- DIVISION AGREEMENTS FOR EASTBLUFF. I r� THE ORIGINAL COMPLETION DATE WAS OCTOBER H, 1964. THE WORK WAS DELAYED 2 DAYS DUE TO RAIN AND 2 DAYS DUE TO THE EXTRA WORK. THE MATERIAL SUPPLIER WAS .7 APr'ROXIMATELY 30 DAYS LATE IN DELIVERING THE SIGNAL CONTROLLER DUE TO A BACKLOG AT THE MANUFACTURERS PLANT IN CONNECTICUT. THE SIGNAL WAS TURNED ON NOVEMBER 41 1964. — couwu Ala -c.X. /w-i� ' 6 DISPOSIiiON: � JO EPH DEVLIN ,�J 0- Z- ''�.A:Y -- / �I PU LIL KS DIRECTOR EL"E: ..... ... .. .:.. .. ). ..... _...._.�.- ::,.._ =...� -'tea Cam... - .:1:. ... .. ,. t--iw- CITY OF NEWPORT BEACH CALIFORNIA MR. A. C. BIRNIE DEPUTY DISTRICT ENGINEER DIVISION OF HIGHWAYS P. 0. BOX 2304, TERMINAL ANNEX LOS ANGELES 54, CALIFORNIA ATTENTION: MR. M. L. BAUDERS SUBJECT: COLLIER -UNRUH ACT, SS PROJECT NO. 41 B DEAR SIR: MARCH 29, 1965 THIS IS TO INFORM YOU THAT ON NOVEMBER 4, 1964, THE FOLLOWING SELECT SYSTEM PROJECT WAS COMPLETED AND IS NOW READY FOR THE POST AUDIT AND INSPECTION 13Y THE DEPARTMENT AS PROVIDED IN SECTION 186p�.8 OF THE STREETS AND HIGHWAY CODE: TRAFFIC SIGNAL INSTALLATION AT JAMBOREE ROAD AND EASTBLUFF DRIVE (SOUTH) ALL WORK WAS COMPLETED IN ACCORDANCE WITH THE PREVIOUSLY SUBMITTED PLANS WITH THE FOLLOWING ADDITIONS: 1. EXTRA WORK WAS REQUIRED DUE TO RELOCATION OF THE ELECTRICAL SERVICE POINT, THE ADDITION OF ANOTHER PEDESTRIAN PUSH BUTTON, AND THE CONSTRUCTION OF RAISED MEDIANS AROUND THE SIGNALS IN THE CENTER OF EASTBLUFF DRIVE. 2. THE DEVELOPER HAD INSTALLED A PORTION OF THE UNDERGROUND CONDUIT PRIOR TO THE CONTRACT CONSTRUCTION, AND HE HAD AN UNDERSTANDING WITH THE CITY THAT THIS WORK WOULD BE CREDITED TOWARD HIS HALF OF THE COST OF SUBJECT PROJECT. THE IMPROVEMENT WAS ACCEPTED By THE CITY COUNCIL AT ITS REGULAR MEETING DECEMBER 114, 1964. THE TOTAL COST OF THE PROJECT WAS $19,852.50. THE FINANCING IS AS FOLLOWS: MR. A. C. BIRNIE 2. 3 -29 -65 DEVELOPERS $ 91926.25 S� SECTION 186.1 GAS TAX FUNDS 2226-25 TOTAL $1%052-50 THE FOLLOWING IS AN ITEMIZED TABULATION OF THE QUANTITIES OF WORK PERFORMED: ITEM QUANTITY ITEM DESCRIPTION TOTAL PRICE I. LUMP SUM TRAFFIC SIGNAL INSTALLATION CONTRACT 18,596.00 2. LUMP SUM CHANGE ORDER NO. I CONSTRUCT 6^ A.C., CURSSO EARTH BACKFILLX AND I" A.C. SURFACING RAISED MEDIANS 375.00 3. LUMP SUM CHANGE ORDER NO. 2 RELOCATE FEED POINT 249.76 INSTALL ADDITIONAL PEDESTAL MOUNTED PUSH BUTTON 38.69 4. LUMP SUM INSTALL CONDUIT (BY DEVELOPER NOT IN CONTRACT) 593.05 TOTAL 19,852.50 ATTACHED PLEASE FIND COPIES OF CHANGE ORDERS AND OTHER CORRESPONDENCE RELATING TO SUBJECT PROJECT. IF THERE ARE ANY QUESTIONS, PLEASE CONTACT KENNETH L. PERRY OF THIS OFFICE AT 673 -2110, EXTENSION 27. VERY TRULY YOURS l 0 EPH T. DEVLIN PU LIC WORKS DIRECTOR K P:VR ENCLS. CC: FINANCE DEPT. CITY OF NEWPORT BEACH jCALIFORNIA DEMAND FOR PAYMENT Date December 8. 1964 Demand of: MACCO . LU$$ Address PO Box 1185 Newport Beach, California In the amount of $ 666.80 r Payment: / � r- V, Audited and Finance 1 i •.. 5,000.00 an this went airec'Cly in r Payment: / � r- V, Audited and Finance NO. TO: FROM: SUBJECT: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT Date DEC. 4. 199 FINANCE DEPARTMENT PUBLIC WORKS DEPARTMENT TRAFFIC SIONAL ON JAMBOREE ROAD AT FORD ROAD- EASTBLUFF DRIVE CONTRACT NO. 909 PLEASE REFUND Tot NACCO -LUSK P. 0. Box 1185 NEWPORT BEACH CALIfORNiA THE AMOUNT Of ,)666.80 PER THE ATTACHED ACCOUNTING. THE BUDGET NUMB[R fOR THE SUBJECT JOB MSS 26- 369lw017. PLEASE ENCLOSE A COPT Of THE ATTACHED COST ACCOUNTING WITH THE REFUND CHECK. 6• P. DUNiGAN� JR• APPRovto - EI . EYLIN ATT. GPDfvR TRAFFIC SIGNAL JAMBOREE ROAD AT FORD ROAp- EASTBLUFF DRIVE ORIGINAL BID "" $18,596.00 EXTRA WORK TOTAL CONTRACT PRIOR WORK (MACCO -LUSK) TOTAL PROJECT 50% BY MACCO -LUSK PRIOR WORK DEPOSIT BY MACCO -LUSK REFUND TO MACCO -LUSK 663.45 19,259.45 593.05 $19,852.50 $ 9,926.25 593.05 $ 9,333.20 - $10,000.00 $ 666.80 EXTRA WORK: RAISED MEDIANS, SERVICE RELOCATION, ADDITIONAL PEDESTRIAN PUSH BUTTON s: ' CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CHANCE ORDER NUMBER: 2 - CONTRACT:--, ONTRACT: TRAFFIC SIGNAL ON JAMBOREE ROAD AT FORD ROADO EASTBLUFF DRIVE CONTRACT NUMBER: 909 ...... CONTRACTORS E. D. JOHNSON AND COMPANY A. RELOCATE THE FEED POINT FROM THAT SHOWN ON THE PLANS TO THE FIRST EDISON POLE NORTHERLY OF FORD ROAD ON THE EASTERLY SIDE OF JAMBOREE ROAD. THE TOTAL PRICE OF THIS WORK PER YOUR INVOICE :S: $249.76 B. INSTALL AN ADDITIONAL. PEDESTAL MOUNTED PEDESTRIAN PUSH BUTTON ON THE NOSE OF THE SOUTHERLY MEDIAN. THE TOTAL PRICE OF THIS WORK PER YOUR 'NVOICE IS: ; THE TOTAL COST OF THIS CHANGE ORDER IS: O38.69 $288.45 SIGNED-e��,. DATE /L - /- e CONTRACTOR BY DATE RECEIVED DEC 3 1964 PUBLIC VLORKS DEPT, CITY OF NEWPORT BEACH PUBLIC WORK* DEP ARTIf NT CHANGE ORDER NUMBER i R CONTRACTS TRAFFIC SIGNAL ON JAMBOREE ROAD AT FORD ROAD, EASTBLUFF DRIVE CONTRACT NUMBER: 909 CONTRACTORS E. D. JOHNSON AND COMPANY 1. CONSTRUCT THE 6" A. C. CURBS/ COMPACTED EARTH BACKFILL, AND I" A. C. SURFACING RAISEO MEDIANS AT THE LEFT TURN SIGNALS ON JAMBOREE ROAD. THESE RAISED MEDIANS SMALL BE THE SIZE AND SHAPE AS SHOWN ON THE PLANS FOR THE SUBJECT IMPROVEMENT, THE TOTAL LUMP SUM PRICE OF T1413 WORK SHALL BEi $375.00 $Iw�W!i' •! �_. -- Yom- ✓r - DATE (:�:I s- /9Gy CITY OF NEWPORT BEACH - PUBLIC WORKS PROGRESS PAYMENT PROJECT: BUDGET NO. �g�„p(� _ CONTRACT NO. ITEM No. CONTRACT ITEM CONTn= PRICE COMPLETE AMOUNT EARNED I TRArrlc SIGNAL 41$0596.00 500 4 9020.00 ORIGINAL CONTRACT $18.q� SCM6 ►AYMCMT TO: EXTRAS TO DATE CONTRACT TO DATE 15971-00 E. D. Jews" % CO. ( P. 0. BOX 19 AMOUNT EARNED T 9,20.00 AMAN[IM, CALIr. LESS 10% RETENTION wg • ao LESS PREVIOUS PAYMENTS w- AMOUNT DUE THIS REQUEST 8 .930-20 HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES AR SIGNED �� SIGNED ENG I NE R BY NAcco -Lusk P. 0. Box 1185 NEWPORT BEACH, CALIF. ATTNt Na. GLWIlitINGLE JULY 9, 199► Suaicctt,/ TRAFFIC SIGNAL AT JAMBOREE ROAD & EASTBLUFF DEAR S A CONDITION Or APPROVAL Or TRACTS 4* AND 11893 WAS THAT THE DEVELOPER PAY " OF THE COST Or A TRArrIC SIGNAL ON JAMBOREE ROAD AT EASTSLUFr•DRIVE -FoRD ROAD. THE PLANS HAVE BEEN COMPLETED AND WILL BE SUBMITTED TO THE CITY COUNCIL FOR APPROVAL ON JULY 13, 19611. BIDS WILL BE RECEIVED BN AUGUST 5, 1991. IT IS REQUESTED THAT YOU POST A CASH DEPOSIT Of 412P000.0 WNICH 18 50 Or THE ESTIMATED COST or $211,000. AWARD Or THE CONTRACT WILL BE CONTINGENT ON RECEIPT OF THE DEPOSIT. ADJUST - WENT Of THE COSTS CAN BE MADE AFTER COMPLETION OF CONSTRUCTION. VERY TRULY YOURS, BENJAMIN B. NOLAN ASST. PUBLIC WORKS DIRECTOR CCt CITY MANAGER BBN /Cs 0 0 TO: CITY COUNCIL FROM: CITY MANAGER JULY 9, 1964 SUBJECT: TRAFFIC SIGNAL INSTALLATION ON JAMBOREE ROAD AT EASTBLUFF DRIVE AND FORD ROAD (0-909) I- �2 RECON14ENDATIONS: I. APPROVE THE PLANS AND SPECIFICATIONS. 2. AUTHORIZE THE CITY CLERK TO ADVERTISE FOR BIDS TO:BE OPENED AT 10:00 AM ON AUGUST 5, 1964. DISCUSSION: THE ESTIMATED COST OF CONSTRUCTION 13 $24,000.00. THE - AMOUNT BUDGETED IN ACCOUNT N0. 26_ 3697 -017 IS $20,000.00. A BUDGET AMENDMENT'SHOULD BE CONSIDERED UPON RECEIPT OF -BIDS. AS A CONDATION OF THE APPROVAL OF TRACTS N0. 4892 AND NO. 4893, THE DEVELOPERS ARE REQUIRED TO PAY 50% OF THE COST. AWARD OF CONTRACT SHOULD BE CONDITIONED UPON THE,RECEIPT OF A CASH DEPOSIT IN AN AMOUNT SUFFICIENT TO COVER THEIR SHARE OF THE COST. THE CITY'S SHARE OF THE COST WILL BE FINANCED WITH GAS TAX FUNDS. THE ESTIMATED DATE OF COMPLETION IS SEPTEMBER 30, 1964. IT IS EXPECTED THAT'SCHOOL TRAFFIC WILL NOT BE UNDULY DELAYED OR AFFECTED BY THE CONSTRUCTION. ROBERT C P 5CITY MANAGER RC:JTD:MA:cs MACCO LUSK, A JOINT VENTURE P. 0. Box 1185 Newport Beach, Calif. June 15, 1964 S T A T E M E N T TO: City of Newport Beach 3300 W. Newport Blvd Newport Beach, Calif. For 50% of the cost of the attached billing for installation of conduit for future traffic sig- nals at Jamboree Road & East Bluff Drive ink Newport Beach: �^ 296.53 RECEIVED JUN 1 1964 PUBLIC WDKKS DEPT. �cGfFJ6 P O S T O F F I C E BOX 29 A N A H E I IO,�_7C A L I F O R N I A TELEPHONE KEYSTONE 5.2141 soLO TO Xaaoo -Lusk Jamboree Road 0 East Sluff Drive Poet Office Box 13.85 L Newport 1"ach, California J DATE 5127164 QUANTITY 4 16o 6 YOUR ORDER NO. DESCRIPTION Copy to ;+`s` Ropen- Hedlund & Darby SnginssM;_. Attn! Xr. Reek" F'urnlehing Labor, Material d Equipment to insta 2» Qalr. Conduit for Fut,uro Trafflo Signals at Jamboree Road i East Bluff 'Drive as directed. 20 Couplings 2" @all. Conduit 2." 90 Bends 20 Ground Bushings foreman " O.T. Jr. Lineman III w Q.T. Laborer JJli w « O.T. Compressor. F.xp. Truck & Toole Sub Contract - Trenohing 49 daps Tax Plus 10% Profit 10* hre. 2.50 21 » 1.25 Plus 10% OUR ORDER 1248 NO. PRICE 39.78 47.28 16o.19 k,01 70.56 43.85 . 63.36 39.35 9156•�0 26.25 26.25 66.00 6.6o AMOUNT >s 7�' 89.71 3.59 93.30 i 365.32 52.50 593.85 TERMS —NET CASH, 10TH OF MONTH FOLLOWING DATE OF PURCHASE. INTEREST CHARGED ON OVERDUE ACCOUNTS. bra. 2* w 17. 2} " 13. 1 • 5. 5 • 11. 10* hre. 2.50 21 » 1.25 Plus 10% OUR ORDER 1248 NO. PRICE 39.78 47.28 16o.19 k,01 70.56 43.85 . 63.36 39.35 9156•�0 26.25 26.25 66.00 6.6o AMOUNT >s 7�' 89.71 3.59 93.30 i 365.32 52.50 593.85 TERMS —NET CASH, 10TH OF MONTH FOLLOWING DATE OF PURCHASE. INTEREST CHARGED ON OVERDUE ACCOUNTS. QUADRUPLICATE INVOICE No.A 8378 '1 °4=r• I�eATa�n � r , � j CAX? V w P O S T O F F( BOX 29 ANAHEIM, C A I F O R N I A — TELEPHONE KEYSTONE S -2141 � STTO :Sacco— LY1 +3$ CO .y t0 uann)cZ —ce nold t_'a Bluff Drivo Piopen— Redlund do Darby Engineers 03t Cfflce Pox 1185 =e wort F 1 enah, Ce-1rornle, AttnY Mr. Fedlund s L J r DATE [ .7 5 /r ! /6 `} YOUR ORDER OUR )�a ORDER 1248 QUANTITY DESCRIPTION PRICE AMOUNT Furn1 h1n ; Labor, Mr.terlal & Equipment to' install 2,4 Galy. Conduit for cutuure Traffic Signt.Ir ut Jamboree noad & 2,nst Bluff strive as directe4. 4 2" C:u.lir.,a 1.59 16C+ 2° Gal. Conduit 29.78 7.28 75.05 4 d° 00 Penda 160.19 6.41 '3 6 2" Ground Suehin� -_% II .. � isle 3 59 y3.30 �,1ua 10.Z il...� „ 9.33 142.63 , Foreman F :... .. 70.56 p Jr. Lip, ,:j 63.36 i w A :. ° :I..' 39.35 Latsorer ri " VIT 365,32 Co spres =: :. 26.25 Fx.p . Tr-.Q �i ' . , .1 21 25.2 52.50 Zub Cont•rtat Trenehing 66.40 Plus 10% 6.61 •60 . =05 •� I5-I4 64' I / TERMS —NET CASH, 10TH OF MONTH FOLLOWING DATE OF PURCHASE. INTEREST CHARGED ON OVERDUE ACCOUNTS. i . i f s _ ,.. �. ._. .1 i.s._:,i...v. .,xe`,�^:if��v' .�:_ >;.vira'.2 �{"vE.• yi'o�.�+.+. @s'��El._.""jy', ._ - r.y...2.=i STATE OF CALIFORNIA— HIGHWAY TRANSPORTATION AGENCY EDMUND G. BROWN, Gorernw DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS DISTRICT VII P. O. BOX 2304, LOS ANGELES 54 May 13, 1964 VII- 0ra- 0 -NptB SS 41B Mr. Joseph Devlin City Engineer 3300 W. Newport Blvd, Newport Beach, California Dear Sir: Reference is made to your letter of April 6, 1964, submitting for review the project for the installation of traffic signals at the intersection of Jamboree Road and East Bluff Drive (South). The project is approved for matching fund credit as set forth in the Collier -Unruh Act. The approval 3s subject to the review of the plans and specifications —for the project. The extent of the matching fund credit will be deperdEnt on the Departments final review and audit of the project. FLA:lad cc: CTLedden Very truly yours, A. C. BIRNIE Deputy District Engineer By M. L. 13AUDERS District City and County Projects Engineer R E C F I V E D MAY 141964 PUBLIC WORKS DEPT, / I hN�. �y' APRIL 6, 1964 MR. A. C. BIRNIE DISTRICT ENGINEER DIVISION OF HIGHWAYS P.O. BOX 2304 - TERMINAL ANNEX LOS ANGELES 54, CALIFORNIA ATTN: M. L BAUDERS� CITY AND COUNTY PROJECTS ENGINEER SUBJECT: SELECT SYSTEM PROJECT APPROVAL FOR TRAFFIC SIGNAL INSTALLATION AT JAMBOREE ROAD AND EASTBLUFF DRIVE (SOUTH) DEAR SIR: ATTACHED IN DUPLICATE ARE THE REQUEST FOR PROJECT APPROVAL (FORM CU -3), THE TRAFFIC WARRANTS SHEETS AND A VICINITY MAP Of THE SUBJECT PROJECT. JAMBOREE ROAD IS LISTED IN THE SCR-62 REPORT AS A MAJOR ARTERIAL. ON THE CITY'S CURRCNT MASTER PLA N JAMBOREE ROAD IS A MAJOR STREET (6 LANES DIVIDED), EASTBLUFF DRIVE IS A SECONDARY (4 LANES UNDIVIDED), AND FORD ROAD IS A PRIMARY (4 LANES DIVIDED). ALTHOUGH THE TRAFFIC WARRANTS WERE NOT WHOLLY SATISFIED NO RESIDENTIAL UNITS WERE OCCUPIED AT THE TIME OF THE STUDY ON THE WESTERLY SIDE OF JAM- BOREE ROAD. ALL OF THE TRAFFIC VOLUMES ON EASTBLUFF DRIVE WERE GENERATED BY THE CORONA DEL MAR HIGH SCHOOLS PLUS CONSTRUCTION ACTIVITIES. IN THE EASTBLUFF TRACT SHOWN ON THE SKETCH, 500 BUILDING PERMITS HAVE NOW BEEN ISSUED. AN ADDITIONAL 200 PERMITS HAVE BEEN ISSUED IN THE BLUFFS TRACT. WE ARE CERTAIN THAT BOTH T14£ "MINIMUM VEHICULAR" AND "INTERRUPTION OF CONTINUOUS TRAFFIC" WARRANTS WILL BE SATISFIED AS SOON AS THESE UNITS ARE OCCUPIED WHICH SHOULD BE WITHIN THE NEXT 6 MONTHS. THE AREA WILL NAVE THREE PRIMARY POINTS Of ACCESS] THE SUBJECT INTEA3EC- TIONj THE NORTHERLY INTERSECTION Of JAMBOREE ROAD AND EASTBLUFF DRIVE AND THE BETO STREET INTERSECTION. THIS CRESCENT- SHAPED AREA BOUNDED BY THE BLUFF LINE AND JAMBOREE ROAD IS PLANNED TO HAVE A POPULATION OF 9,000. THE ESTIMATED COST Of THE SIGNAL INSTALLATION IS $20,000. THE CITY WILL PAY ONLY 50% Of THE SIGNAL WORK WITH THE OTHER 50,% PLUS ALL ROADWAY • 0 QTR. TO: A. C. BIRRIE, DIVISION OF HIGHWAYS 2• SUBJ: SELECT SYSTEM PROJECT APPROVAL FOR TRAFFIC SIGNAL INSTALLATION 4/7/64 IMPROVEMENTS BEING PAID BY THE DEVELOPERS. IN OUR OPINIONS SINCE THE WARRANTS WILL BE SATISFIED BEFORE CONSTRUCTION CAN BE COMPLETEOp WE ARE JUSTIFIED IN PROCEEDING AT THIS TIME. VERY TRULY YOURS, DONALD C. SIMP30N PUBLIC WORKS DIRECTOR ATTS. DCS:MJA:vs 0 Form CU -3 10 COLLIER -UNRUH LOCAL TRANSPORTATION DEVELOPMENT ACT REQUEST FOR PROJECT APPROVAL Project No. State of California From: City Fx� County ❑ of Department of Public Works Division of Highways NcwronT kACM (Through District Engineer) Date: Ape IL 1, 1964 Advance approval is requested of the following project which: ® is designed in accordance with approved standards. ❑ involves a deviation from approved standards. ❑ is designed to meet approved standards through "stage construction." DESCRIPTION OF PROJECT Name of Street or Road JAMSonce ROAD AT EASTeLurr DRlvc Termini Length Mies. The proposed work consists of TRAFFIC SIGNALS (Grading, pav ng, cons and will be performed by gutters, etc., or the purchase of r g -o -way) C004TRACT under the direction of the CITY Contract or ay aTFor city, coun y, s a e. 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 Right - -of -Way Existing Proposed Project Planned Ultimate Lt. Rt. Lt. Rt. Lt. T Rt. ' STRUCTURAL SECTION* _ TRAFFIC Surface thickness and type Existing JProposed I ADT upon completion Base thickness and type Design ADT L (Est.total n a 0 yrs.after completion *Types: BS- bituminous seal, RMAS- road -mix asphaltic surface AC- asphaltic concrete, CTB- cement treated base PCC- Portland cement concrete, AB- aggregate base Other AS- aggregate subbase Note: Explain reasons for less than desirable widths and thicknesses, special con - struction features, etc., on reverse side. Attach sketches if necessary. SignatuTTe auk zi d official DONALD C. SIMPSON PUSLIC WORKS DIRECTOR Official Title Date FEa. 11},1 Traffic Signal warrants URBAN X Co. Rte, Sec. RURAL Name of Streets JAmeoRtc ROAD AND EAST /LUfr DeFve A. (MINIMUM VEHICULAR SATISFIED SATISFIED X 1. Vehicle volume entering intersection, 83.5% average per hour any eight hours, average day 626 20 Vehicle voly pe entering intersection from minor highway, average per hour for same eight hours 231 NOT B. INTERRUPTION OF CONTINUOUS TRAFFIC SATISFIED SATISFIED X 1. Vehicle volume, average per hour any 52.E i eight hours, average day, on the major highway 395 2. Combined vehicle and pedestrian volume PEDESTRIANS from minor highway or highways, average NOT COUNTED per hour, same eight hours 231 3. Average vehicle speed on the major highway approaches to intersection C, MINIMUM PEDESTRIAN NOT —M SATISFIED SATISF ED 1. Pedestrian volume crossing major high- way, average per hour any eight hours, average day 2, Vehicular traffic entering from major highway, average per hour same eight hours 3. Average vehicle speed on major highway approaches to intersection D COORDINATED MOVE MT SATISFIED NOT SAT._ Submit 'lime space diagram Cycle Speed Signals Set for length existing system Nearest signal both sides: N SSat1'a E ACCIDENT. HAZARD is SA'ie _ Number cf accidents in 12 –month period susceptible of correction F- COMBINAT:M SATISFIED NOT SAT. Warrant: fulfilled 80% or more of X A B C D E 1� 'Loo--- BAi (Q�,S , Spy / EAS %BL UFF TP. \,SOD BL 06. PE.2M /TS /SSUED AS PE�2. 4RP /L. /, /96¢ j \ 1_I ST 4 J F BL U1C"F5 7W. MOLT /PLE !/N /TS ZOO1.6406. PEPM /TS A5 Pee AP/F /G / 1964 .\ CA FUTURE a y S /6NAL n PRO Via. AFT a / p CORONA OEL MAR N /GF/ .SCf�/OOL z ;Y 0 J. AL, N SCALE: /"= BOO / _ PRO�OSEO EX /ST /N6 FO�PO ENTRANCE 5/6NQLI To BE MOVED TO —afro Sr /.t/ — FUrUaE FORD PLANT �aEZO.uvr2on/ic - PL/ /G COQ NEW S/GN,AL � TNp�IC (uvoeQ covsr , FUTU.QE S /6N L. Or 8000' � TO� PAC /F C04ST F/GVY C I L DUPLICATE INVOICE 924 8 tj E. D. Johnson & Co" / /// c/RaUu POST OFFICE BOX 29 - ANAHEIM, C I FOR N I A TEL PHONE 535 -21 41 I , I `f SOLD CITY OF NEWPORT BEACH TO Publio Works Dept., 3300 W. Newport Beach Blvd., Xmgpert Beach, California DATE I OUR _'O etention 133 ORDE NO, QUA4TITY I D E S C R I PT ION PRICE AMOUNT ro c o Signal on Jadboroe Road, "ord , and Eastbluff Drive, ITEM YO 1 Traffio Signal: $18,596. change Order No. 1: 375.0 No. 2A: 249. " No. 2B: 38.6 LESS: Previous Payments: BALANCE DUE (Retention): 10925.95 ri TERMS -NET CASH, 10TH OF MONTH FOLLOWING DATE OF PURCHASE. INTEREST CHARGED ON OVERDUE ACCOUNTS. ORIGINAL INVOICE. E. 0. Johnson Co. I I A i„ POST OFFICE 0 No.A 8982 coyb-a B O X 29 l.6'lA • A N A H E I M , C A L I F O R N I A ORDER NO. ORDER NO. TELEPHONE KEYSTONE 5.2141 I SOLD CITY OF NEWPORT BEACH TO Public Works Dept., 3300 W. Newport Beach Blvd., Newport Beach, California L J )ATE YOUR ff YVY Extra, per Fat "nigan, Jrs OUR ORDER NO. ORDER NO. QUANTITY D E S C R I P T I O N PRICE AMOUNT or, material, ancL equipment o Install pe es r ush button post in median island at intersection of Jamboree Ed. at Hord goad & Eastbluff Drive, as per at Dunigan, Jr. 5' " Rigid Conduit @ $29.300' $ 1.47 2 " " Ells & Couplings @ 81.46c 1.63 2 " Ground Bushings 30.200 .60 tyd. Concrete 4.00lot 4.00 4 nchor Bolts 4.00lot 4.00 .47 Plus 4% Sales Tax: 1.22 Plus 10% Profit: $ 13.39 FOREMAN: 1 hr. @ $9.35 hr. 9.35 R. LINEMN: 1 hr. @ 8.40 hr. 8.40 PPRENTICE: 1 hr. @ 6.30 hr. 6.30 24.05 IXP. TRUCK & TOOLS: 1 hr. @ 1.25 hr. 1.25 OTAL INVOICE: $ 38.69 TERMS —NET CASH, 10TH OF MONTH FOLLOWING DATE OF PURCHASE. INTEREST CHARGED ON OVERDUE ACCOUNTS. DUPLICATE INVOICE No.A 8982 E.0. Johnson Co 'r, U�[aeG,ityr fYtY.[i/eP.1J POSVFFICE BOX 29 ANAHEIM, CATI FORN IA TELEPHONE KEYSTONE 5.2141 l F SOLD CITY 08 NEWPORT BEACH TO Public Works Dept., ,+441 3300 W. Newport Beach Blvd., I Newport Beach, California i L J DATE YOUR LX ra, p4r ORDER a +%u Ran, r. OUR ORDER NO. NO. QUANTITY D E S C R I P I L O N P810E AMOUNT Labor, material, and equlp_mAnt to Install es r push button post in median island at intersection of Jamboree Rd. at lord goad & Sastbluff Drive, as per Pat Dunigan, Jr. 5' ° Rigid Conduit * #89.300' 1.47 2 " Ells & Couplings 0 81.460 1.63 2 " Ground Bushings 30.20* .60 tyd. 'onorete 4.00lot 4100 4 knohor Bolts 4.00lot 4.00 .47 Plus 4% Sales Tax: 1.22 Plus 10,E Profit: $ 13.39 cRE14AN: 1 hr. X9.35 hr.. 9.35 A. LINEVAH: 1 hr. 4 8.40 hr. 8.40 PPRENTICE: 1 hr. 6.30 hr. 6.30 24.0$ P. TRUCK & TOOLS: 1 hr. = 1.25 hr. 1.25 OTAL INVOICE: x,38.69 TERMS —NET CASH, 10TH OF MONTH FOLLOWING DATE OF PURCHASE. INTEREST CHARGED ON OVERDUE ACCOUNTS. TRIPLICATE INVOICE '� II I- "`.'',_V TIT A- i J g'7�`T•% POST OFFICE BOX 29 • ANAHEIM, CALI FOR N I A TELEPHONE KEYSTONE 5-2141 F SOLD Laic. TO xublle work6 ueyt., 3,300 s. ':ewport �c-, ch Blvd., :,ewjmrt ;each, I-aiifcrnia L J DATE TI —j— I YOUR ii 510y sx ra, per ra iuniEan, r. ORDER NO. QUANTITY D E S C R I P T I O N { ta cr, mar e , a syu Nmen Lo inst3 pe estr Ush button post in median islarA at intersection ja boree ud. at Hord iiead & :.Qstbluff Lrive, as p at :' uni,;an, Jr. 5' " uigid 'Conduit 429.300' 2 " " .?lls & 'Ccuplings x 81.46c 2 ° ground _ushings 30.200 tyd. concrete 4.001ot ,noher .Bolts 4.00l0t is • i. L � : G � zy iP•:VC:LC�: . :lus 41:: Sales Tax: Plus 10, profit: 1 hr. - "9.35 hr. 1 hr. s 8.40 hr. 1 hr. .:: 6.30 hr. 1 hr. 1.25 hr. OUR ORDER NO. PRICE a 1.47 1.63 4.00 9.35 8.40 AMOUNT__. -_ 13.39 24.05 1.25 38.69 TERMS —NET CASH, 70TH OF MONTH FOLLOWING DATE OF PURCHASE. INTEREST CHARGED ON OVERDUE ACCOUNTS. 0 QUADRUPLICATE INVOICE 1 8982 E. 0.JohnEssi s, Co. U %ftuGit�hb}1 P 0 5 T OFFICE BO% 29 ANAHEIM, CAL FOR N I A TELEPHONE KEYSTONE 5.5141 F yIl; t SOLD .• ...'.:.fii "rv�,l i•ir.. , . TO tublic +Grin$ Dept,, 330 N • ::ewpart i ealoh blvd., :- ew ;)ort c aob, ';allfornla L L DATE Zx ra, aer rat Lunigan, Jr. 133 !_ ORDER NO. ORDER NO. QUANTITY I DESCRIPTION PRICE AMOUNT bar, material, an eq pamen to install pede,str1 purl; button poet in median island A interception f Jamboree hd. at Rard noad ,& Sastbiuff ;rive, as pe I. a t iun i gan, Jr* 5' " igid :conduit 429.300* a 1.47 2 Nils & Couplings 81.460 1.63 2 a uround = ushings 30.200 160 tyd. 'ancrete 4.00lot 4.00 1 4 '•nchor dolts 4.001at 4 :00 Plus 41� Sales Tax: .4477�;ji rlus 10,E xrofit: 1.Z2 13.3$ La ::h: 1 hr. ,9.35 hr. 5.�$ 1 hr. s 8.40 hr. 8. 0 .Y2 Si J.i.'P?L7.. 1 hrw b•30 hr. 6.30 & FttG? is 1 hr. 1.25 hr. 24.05 1.25 c:AL IhXIc �: 38.69 TERMS —NET CASH, IOTH OF MONTH FOLLOWING DATE OF PURCHASE. INTEREST CHARGED ON OVERDUE ACCOUNTS. ORIGINAL INVOICE No.A 8983 E. 0. Johnson & Co. �i POST OFFICE BOX 29 - ANAHEIM, CALIFORNIA TELEPHONE KEYSTONE 5.2141 F SOLD CITY OF NEWPORT BEACH TO Public Works Dept., 3300 W. Newport Beach Blvd., Newport Beach, California L J )ATE 11 -25_64 YOU #909 Extra, per NO. Pat Dunigan, Jr. ORDER 1336 NO. QUANTITY D E S C R I P T I O N PRICE AMOUNT Relocating signal and lighting service from S/W corner of the intersection of Jamboree Road at For Road and Eastbluff Drive to the N/E corner as requ red by Edison Company. 100' 1" Rigid Conduit 0 $29.300' $29.30 2 " ° Ells & Couplings @ 81.46c 1.63 2 " Ground Bushings ® 30.20c .60 300' 8 -5/64 Signal Wire ® 39.00m' 11.70 Plus 4% Sales Tax: 4 Plus 10% Profit: $ 49.46 OREMAN: 2 hrs. @ $9.35 hr* 18.70 R. LINEMAN: 6 hrs. C 8.40 hr. 50.40 PPRENTICE: 6 hrs.9 6.30 hr. 37.80 BORER J -H: 2 hrs. @ 5.70 hr. 11.40 ki. 118.30 RENCHER w /OPER.: 6 hrs. 6 12.00 hr. 72900 OMPRESSOR: 2 hrs. @ 2.50 hr. 5.00 P. TRUCK & TOOLS: 4 hrs. a 1.25 hr. 5.00 82.04 $249.76 OTAL INVOICE: RECEIVED NOV 271964' PURllr IAlnnlsn Npnw TERMS -NET CASH, 70TH OF MONTH FOLLOWING DATE'6FLP6k4lASE. INTEREST CHARGED ON OVERDUE ACCOUNTS. DUPLICATE INVOICE No.A 8983 E. 0. Johnsout Cos �atG -iz ;a&MW - P O S T. >F I C E BOX 2 9 - A N A H E I M, C A L I F R 7 E L E P H 0 WE KEYSTONE 5.2 1 4 1 CITY OF NEWPORT B ACH TO Public Works Dept., 3300 w. Yewport Beach Blvd.. Newport Beach, California L J DATE 11 -25 -64 ORDER909.xtra, per Pat Dytpigan, Jr. I ORDER 1336 NO. NO. QUANTITY DESCRIPTION PRICE AMOUNT 12elocating signal ,tied lighting #wvioe frivn SA corner of the intersection of Jamboree Load at Forik Road and Eastbluff Drive to the N/S corner as requ red by Edison Company. 100' ' Rigid Conduit 0 S29.30c' $29.30 2 ' ' Ells & Couplings _9 81.46E 1.63 2 ° Ground Bushings 9 30.20o .b0 300' 8 -5/64 Signal wire 0 39..00m' lul 070 Plus 4,% Sales Tax: 1. Pi 10% Profit: 4 49.46 CAEI'SAN: 2 hra. 0 49. 35 hr. 18.70 N. LINEWI: 6 hrs. 0 8.40 hr. 50.40 .P:`NENTICT:: 6 hre . -P, 6.30 hr. 37.80 E3ONEE J -H: 2 hre. - 5.70 hr. 11.40 ki. 118.30 NENCHER w /OPEN.: 6 hrs. 4 12.00 hr. 72x00 OMPRESSOB: 2 hrs. 4 2.50 hr. 5.00 P. TRUCE & TOOLS: 4 hrs. ,z 1.25 hr. 5:00 82.00 $249.76 CTRL INVOICE, TERMS --NET CASH, 10TH OF MONTH FOLLOWING DATE OF PURCHASE. INTEREST CHARGED ON OVERDUE ACCOUNTS. TRIPLICATE INVOICE • 1 • • • ��tiz�/�e13 P O S T O F F I CE B O X 29 . A N A H E I M , C A L I F O R N I A TELEPHONE KEYSTONE 5.2141 F SOLD CITY GF 4; ti' x GAT �iCfi TO Public Works D'ept., 3300 '. Newport .te=ach Blvd., sewport Each, Call il' ornia L J DATE 1„1_25_64 ORDER.• 909 F_%ixa, per :cat iutli�n, Jr. OUR ORDER QUANTITY D E S C R I P T I O N PRICE ji AMOUNT :elocaticag si6,nal and lighting service from corner of the intersection of Jasboree .o;=ad at rork 3ogd an.- aBtbluff hive to the i3/ corner as recu red y �'.dison Loapany. 100' 10 :Rigid Conduit ;29.300' :29.30 2 1" ° _lls &Couplings 81.46c 1.63 2 10 ;round bushings 30.200 .60 300' 78-5/64 Siflnal oUre 39.00m' 11.70 rlus 41m : € les Tax: j lus 10b Profit: 4.50 49.46 2 hrs. :9.35 hr. 1$.70 JFi. L1Pt':; A3: 6 hrs. .- 8.40 hr. 50 0 F e "s't° °TIC: 6 hrs.. 6.30 hr. 37.80 MGR ii J -H: 2 hre. 5.70 hr. 11.40 118.30 6 hrs. - 12.00 hr. 72000 i CCY 3.- .3,0CS: 2 hrs. 2.50 hr. 5.00 I` XF. 'TRUCS r. `TCLS: 4 hrs. 1.25 hr. 5.0o �1 62900 TC'FL IVGIC�: :249.76 i I� lil TERMS —NET CASH, 10TH OF MONTH FOLLOWING DATE OF PURCHASE. INTEREST CHARGED ON OVERDUE ACCOUNTS. 1 QUADRUPLICATE INVOICE NA 3383 �gj �. f w tr {`k t I 1' !� n I r P O S T O F F I C E BOX 2 9 - ANA H E I M, C A L I F O.$ N I A T F t PH ONE KEYST04E 5.2141 SOLD GITr OF lh�5WPO$i � TO P ;,lia Works Dept,, 3300 a ewport Beach 2�ivd. , ewport tionah, delifornla L L DATE 11- 25-64 YOUR ., 909 : xtre per ORDER / 3� i-at Lual sn Jr. ) I OUR i33d ORDER —_ - -_ NO. NO. QUANTITY DESCRIPTION j PRICE AMOUI'IT__ "-locatl:s signml aLd lighting service from'S/r IIIAP corner of the Sat©rsection of Jamboree :oad at •1 o •w . oad an:..E nstbluff .:rive to the N /=.: corner as requ red by .1dison i:ompany. 100, 10 iligid, Conduit :; y29.30c, .;•29.30 2 ° ;lls & Couplings 1 81.460 1.63 2 �° vrouaa nushings 9 30.200 .60 300, ;8 -S/54 :.ignal 'Wire 3 39.00m, 11.70 Plus 4;z L" les Tax: 1. lus 10 % 4oflt: 4.20 49.46 C;ar. �:?; • 2 hrs. ':_ ;'3.35 hr. 18070 6 hrs. .. 8.40 hr. 50.4o ?1C. 6 hr®._ 6.30 hr. 37080 2 hrs. 5.70 hr. 11.40 . 118.30 6 brs. - 12.00 hr. 7200 2 hrs. .. 2.50 k►r. 5.00 TOOLS: 4 bps. .. 1.25 hr. 5.00 i 62.00 ` 6 ;' 049.7 j C AL INVFICK. I TERMS —NET CASH, 10TH OF MONTH FOLLOWING DATE OF PURCHASE. INTEREST CHARGED ON OVERDUE ACCOUNTS. r. i 0 0 TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR DECEMBER 14, 1964 �/- 3 SUBJECT: ACCEPTANCE OF TRAFFIC SIGNAL ON JAMBOREE ROAD AT FORD ROAD - EASTBLUFF DRIVE RECOMMENDATIONS: 1. ACCEPT THE WORK. 2. AUTHORIZE THE CITY CLERK TO FILE A NOTICE OF COMPLETION. 3. AUTHORIZE THE CITY CLERK TO RELEASE THE BONDS 35 DAYS AFTER THE NOTICE OF COMPLETION HAS BEEN FILED. THE CONTRACT FOR THE CONSTRUCTION OF THE TRAFFIC SIGNAL ON JAMBOREE ROAD AT FORD POAD - EASTBLUFF DRIVE HAS BEEN COMPLETED TO THE SATISFACTION OF THE PUBLIC WORKS DEPARTMENT. THE BID PRICE WAS $18,596.00 EXTRA WORK AMOUNTED TO 663.45 THE FINAL CONTRACT PRICE WAS 19,259.45 PRIOR WORK BY MACCO -LUSK WAS 593.05 THE TOTAL COST OF THE SIGNAL WAS 19,852.50 THE CONTRACTOR IS E. D. JOHNSON AND COMPANY OF ANAHEIM, CALIFORNIA. THE EXTRA WORK WAS REQUIRED DUE TO THE RELOCATION OF THE ELECTRICAL SERVICE POINT AND THE ADDITION OF AN ADDITIONAL PEDESTRIAN PUSH BUTTON. MACCO- LUSK INSTALLED A PORTION OF THE UNDERGROUND CONDUIT IN CONJUNCTION WITH THE STREET IMPROVEMENTS FOR THE EASTBLUFF TRACTS. OF THE TOTAL COST OF THE TRAFFIC SIGNAL INSTALLATION, 50% WILL BE PAID BY MACCO -LUSK UNDER THE TERMS OF THE SUB- DIVISION AGREEMENTS FOR EASTBLUFF. THE ORIGINAL COMPLETION DATE WAS OCTOBER 8, 1964. THE WORK WAS DELAYED 2 DAYS DUE TO RAIN AND 2 DAYS DUE TO THE EXTRA WORK. THE MATERIAL SUPPLIER WAS ' APFROXIMATELY 30 DAYS LATE IN DELIVERING THE SIGNAL CONTROLLER DUE TO A BACKLOG AT THE MANUFACTURERS PLANT IN CONNECTICUT. THE SIGNAL WAS TURNED ON NOVEMBER 4, 1964. EPH . DEVLIN LIC KS DIRECTOR :VR C -909 See Contract File for Plans 11 2 3 4j 5 6-B 91 10 11 12 13 14 15 16 17 1s 19 20 21 22 23 24 25 26 27 28 29 30 31 32 :mac (1s) 0 RESOLUTION N0. 6017 A RESOLUTION OF Ta CITY COUNCIL OF THE CITY OF NEWPORT BEACH AWARDING A CONTRACT FOR TRAFFIC SIGNAL INSTALLATION ON JAMBOREE ROAD AT EASTBLUFF DRIVE AND FORD ROAD WHEREAS, pursuant to the Notice Inviting Bids for work consisting of traffic signal installation on Jamboree Road at Eastbluff Drive and Ford Road in the City of Newport Beach, in accordance with the plans and specifications heretofore adopted, 1 were received on the 5th day of August, 1964, and publicly opened declared; and WHEREAS, it appears that the lowest responsible bidder therefor is E. D. Johnson and Company; NOW, THEREFORE, BE IT RESOLVED that the bid of E. D. I Johnson and Company in the amount of $18,596 be accepted and that the contract for the construction work be awarded to said bidder. BE IT FURTHER RESOLVED that the Mayor and City Clark are hereby authorised and directed to execute a contract in accordance with the specifications, bid and this award on behalf of the City of Newport Beach, and that the City Clerk be directed to furnish an executed copy to the successful bidder. ATTEST: ADOPTED this 10th day of August, 1964. ty er mayor 0 TO: CITY COUNCIL FROM: CITY MANAGER AUGUST 59 1964 SUBJECT: TRAFFIC SIGNAL INSTALLATION ON JAMBOREE ROAD AT EASTBLUFF DR WE AND FORD ROAD (C -909) } l RECOMMENDATIONS: 1. AWARD CONTRACT TO E. D. JOHNSON AND COMPANY FOR $1$,596.00. 2. ADOPT A RESOLUTION AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE THE CONTRACT. FOUR BIDS WERE RECEIVED AND OPENED ON THE OFFICE OF THE CITY CLERK AT 00:00 AN ON AUG89ST 5, 1964- BIDDER E. D. JOHNSON AND CO. STEINY AND MITCHEL, INC. C. T. AND F., INC. SHERWIN ELECTRIC SERVICE TOTAL ANAHEIM W,596.0o Los ANGELES s19,928.00 BELL GARDENS $199990.00 Los ANGELES $2I,669.00 THE LOW BID Is 22.5% LESS THAN THE ENGINEERS ESTIMATE OF $24,000.00. THE AMOUNT BUDGETED IN ACCOUNT N0. 26- 3697-017 Is $20,000.00• THE DEVELOPERS HAVE DEPOSITED $109000.00 TO PAY THEIR SHARE OF THE COST. THE CITY�S SHARE OF THE COST WILL BE FINANCED WITH GAS TAX FUNDS. THE ESTIMATED DATE OF COMPLETION IS SEPTEMBER 30, 1964. IT IS EXPECTED THAT SCHOOL TRAFFIC WILL NOT BE UNDULY DELAYED OR AFFECTED BY THE CONSTRUCTION. ROBERT COOP i CITY MANAGER ATTEST TO OPENING BEDS: % S� MAR GERHROU ER CITY CLERK RC :BBN:cs h '- ) I Newport Harbor News Press combined with DAILY PILOT was decreed a newspaper of general circulation in the f Newport Beach by Decree of the Superior Court of Orange County, California, *r AI4331, dated 11 June, 1963. I LEGAL NOTICE I I STATE OF CALIFORNIA ) j CITY OF NEWPORT BEACH, I ) ss, CALIFORNIA NOTICE OF INVITING BIDS County of Orange ) SEALED PROPOSALS will be ra- t dewed at the Office of the City Clerk, J City Hall, Newport Beach, California. ento ,0:00 A.M. mti ern day of 1,Wil I i am being first duly . . August, w6 /. at it time they will D'j_,— .&�g�.i�.�_- -- sworn, line nvbfirly opened io. red, for per d And forming work aE rpllows: depose that I the Alva TRAFFIC SIGNAL INSTALLATION and on oath and say am -M P . P y i- °-1 °1116- O ON JAMBOREE ROAD AT EASTI BLUFF DRIVE AND FORD ROA, of the Newport Harbor News Press /Daily Pilot, a newspaper Of No bid will be received unless It n The Public aWorkso Department Each by general circulation in the `city of Newport Beach, County of Or- I must be accompanied by cash, certified) ' mead or bidder's Payable, bprt ange, State of California, and that a Notice of Tnyjt�— ino BIAS N Bead the City of Newport Beach, for n. _ 1 the ant id at leer 10 Per Cent be of amount dine amount bid, such guaranty be - w farfeiiea should the bidder to whom) tha codl,aa is awarded fail to anier into, to, contradance Of which Copy attached hereto Is a true and complete copy, was in with the provisions Oil l 7phritla nCoun the Cyof NewogBeach printed and published in the regular Newport Beach, Costa Mesa of has ascertained the general Prevailing rate r, per diem wage, in the I..lit, and Huntin ton Beach issues of said newspaper for O io which the work is to be Performed 9 _ — for each Craft or type of workman or mechanic needed to execute me contract yL __— gz,Y.uv+ 742E • 7Q�[�[' issues :k) Of and is at forth in Resolution No 5729. A fro, of said Resolution is avaifabie in the office of the City Clerk in the JULY � [ .-19— 196—�14, I City of Newport Beach. T All hids are to be Comparetl on the oasis of Ina Engineer's estimate M the -- - -- .-- _.. -_.— , 196_.._ npanfivac of work to be done. No bin will be aCcepted from a Lop '_ —' V 196- who has not bran Planned In ac —' --"' - -- - -, - r.ra me prBusin ns of CnaPRr Nisi n I t. Division III of easiness and Prp —, 196- . -- 11,m : Code. o'ass n: and specific toms of oro. 'told., and Contratr maY IX to.. contract OL , the Department, u, Public jI:Fn California. City Hal), Newport A&aC (signed) \ \ \\ A npmredforle charge of Esta will arse ` required for each sal of standard Stec' "3iio s. nuindabl1e of Subcribed and sworn to before me this — 16th _._ day of required each set plans. will proyselpne, and Contract documents. No refunds will be made: later +non 6D days after award of bid July 96 _ The City of Newport Beach reserves +ht not to retell any or all bitl¢ nd -- - - - -._ _ in want any informality in such bids. CITY OF NEWPORT BEACH I CALIFORNIA I Notary Public in and for the I MARGERY SCHROUDER, , ry CITY CLERK County of Orange, State California I Published Newport Harbor of Y 16, IRM. Newport Beach, Calif, Julr Id, 1961. My commission expires +27.61 JOSEPH E. DAviS Idy Coa:lmswn Fmoii s km0 of twit JULY 9, 1964 TO: CITY COUNCIL FROM: CITY MANAGER SUBJECT: TRAFFIC SIGNAL INSTALLATION ON JAMBOREE ROAD AT EASTBLUFF DRIVE AND FORD ROAD (0-909) RECOMMENDATIONS: I. APPROVE THE PLANS AND SPECIFICATIONS. 2. AUTHORIZE THE CITY CLERK TO ADVERTISE FOR BIDS TO:BE OPENED AT 10100 AM ON AUGUST 5, 1964. DISCUSSION: d THE ESTIMATED COAT OF CONSTRUCTION 13 *24,000.00. -THE AMOUNT BUDGETED IN.A000UNT NO. 26- 3697 -017 IS $20,000.00. A BUDGET AMENDMENT-SHOULD BE CONSIDERED UPON RECEIPT OF- BIDS. AS A CONDITION OF THE APPROVAL OF TRACTS NO. 4892 AND NO. 4893, THE DEVELOPERS ARE REQUIRED TO PAY 50% Of THE COST. AWARD OF CONTRACT SHOULD BE CONDITIONED UPON THE,RECEIPT OF A CASH DEPOSIT IN AN AMOUNT SUFFICIENT TO COVER THEIR SHARE OF THE'COST. THE CITY'S SHARE OF THE COST WILL BE FINANCED WITH GAS TAX FUNDS. THE ESTIMATED DATE OF COMPLETION IS SEPTEMBER 30, 1964. IT IS EXPECTED THAT - 'SCHOOL TRAFFIC WILL NOT BE UNDULY DELAYED OR AFFECTED BY THE CONSTRUCTION. I .� 0 P �UrI IL: _ CITY MANAGER RC: JTD: MA: cs