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HomeMy WebLinkAboutC-1064 - Improvement of Bayside Drive from Coast Highway to Aloha Drive_.: mil. c ►ry e►.r'�'L ' � � _ tea.► c. � L. ww,. r •: CITY OF NEWPORT BEACH PUBLIC .•;ORKS DEPARTMENT SPECIAL CONDITIONS FOR CONTRACT NO.1064 THE lKPROVENZNT OF BAY3IDS DRIVE FROM PACING COAi.iT ;iIGH:`iAY TO AWHA DRI`l RAUB* BEIN, FROST & A53OCIATE:� P.O. Box 117 136 ROCIIESTER STREET COSTA P;£sSA, CALIFORNIA. CONTRACT NO. 1064 CITY OF NEWPORT BEACH ft CONTRACT DOCUVIENTS FOR THE 114PROVE?M4T OF BAY31DE DRIVZ FROM PACIFIC COAST HIGHWAY TO ALOHA DRIVE Approved by the City Council on this T I -t-L day of hx--ca. e.��19666. I k_6 4 q, 0 CITY OF NEWPORT BEACH, CALIFORNIA. NOTICE OF INVITING BIDS SEALED BIOS will be received at the office of the City Clerk, City Hall, Newport Beach, California, until 10:00 A.M. on the 19th December, 1966, at which time they will be publicly opened and read, for performing work as follows: THE IMPROVEMENT OF DAYSIDE DRIVE PACIFIC COAST HIGHWAY TO ALOitA DRIVE (CONTRACT NO.1064) No Bid will be received unless it is made on a Proposal Form furnished by the Public Works Department. Each Bid must be accompanied by cash, certified check or Bidder's Bond made payable to the City of Newport Beach, for an amount equal to at least 10 per cent of the amount bid. The documents included within the sealed Bids which require completion and execution are the following: - Proposal - Designation of Sub- Contractors. - Bidder's Bond - :ton - collusion Affidavit. - Contractor's Financial Status. The documents shall be affixed with the appropriate and correct signatures and seals of the Corporation, Partnership, Joint Venture and /or Individual. In accordance with the provisions of Section 1770 of the Labor Code, the City Council of the City of Newport Beach has ascertained the general prevailing rate of per diem wages in the locality in which the work is to be performed for each craft or type of workman or mechanic needed to execute the contract and is set forth in Resolution No. 6258. A copy of said Resolution is available in the office of the City Clerk in the City of Newport Beach. All Bids are to be compared on the basis of the 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 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 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 •,.L PROPOSAL FOR CONTRACT NO. 1064 THE IMPROVEMENT OF BAYSIDE DRIVE FROM PACIFIC COAST HIGHWAY TO ALOHA DRIVE To the Honorable City Council City of Newport Beach California. The undersigned declares that he has carefully examined the location of the proposed work and he has read the Notice Inviting Bids, that he has examined the plans, Entitled Improvement Plans for Bayside Drive from Pacific Coast Highway to Aloha Drive, and Specifications for the Improvements at Bayside Drive, Contract No. 1064, and hereby proposes to fur- nish all labor, equipment and materials, required to complete the work in accordance with the said Plans, the Standard Specifications of the City of Newport Beach, the Special Conditions, and that he will take in full pay- ment therefor the following unit Prices for each item complete in Place, to wit ITEM QUANTITY ITEM DESCRIPTION UNIT PRICE NO. UNIT WRITTEN IN WORDS UNIT PRICE TOTAL PRICE ' 1. 1 each Excavation and removal including offsite disposal of excess earth and existing sidewalk, driveway and curb and gutter. NINE NINETEEN. HUNDRED NINETY . DOLLARS .Ea GHTY. . . . . . CENTS $ LUMP SUM $ 11999.80 Per Each 2. 414 L.F. Type "A" Curb and Gutter (8" C.F.) including transition from 7" CF to 6" C.F. THREE . .DOLLARS FIFTY -FOUR. . . . .CENTS $ 3.54 $ 1,x+65.56 Per Lineal Foot 3. 300 L.F. Type "A" Curb and Gutter (6" C.F.) THREE DOLLARS FIFTY -FOUR. . . . .CENTS $ 1.54 $ 1.x62.00 Per Lineal Foot ' Pmynsa2 - 1 �. ., r.�_._u:: � - ..gym:.::.. _... , ;zs�,d.Y �•- . `- . �,,..+ �.,. r ..va:.._ >:..�.�3,�:i�.�� °��,: =' ITEM QUANTITY ITEM DESCRIPTION UNIT PRICE NO. UNIT WRITTEN IN WORDS UNIT PRICE ' TOTAL PRICE 4 75 L.F. 5 609 Tons 6 334 Tons 7. 16,050 S.F 8. 3,406 S.F. 9. 1,500 S.F. 10. 2 each Type "B" Curb (6" C.F.) Two . . . . . DOLLARS SIXTY -EIGHT . , CENTS Per Lineal Foot Asphaltic Concrete, including Prime and Tack Coats .EIGHT . , DOLLARS SEVENTY -FIVE CENTS . .. Per Ton Aggregate Base ........... FOUR . . . . . . . . DOLLARS EIGHTEEN CENTS Per Ton Removal and disposal of existing asphalt paving .. . No . . . . . DOLLARS SIX . CENTS Per Sgtiareo Foot P.C.C. Sidewalk (4 ") ...... . . .N. . . . . . . DOLLARS FORTY -ONE CENTS Per Square Foot P.C.C. Commercial Driveway Approach (6 ") ............ . . . . . . . . . DOLLARS SIXTY -SEVEN CENTS Per Square Foot Pae "...ace existir.z Fire Hydrant asses lies ..... TWO HUNDRED THIRTY -ONE DOLLARS No CENTS Per Each $ 2.68 $ 201.00 S 8.75 5 5,3z8.75 $ 4.18 $ 1.396.12 $ o.06 $ 963.00 $ 0.41 $ I,396.46 $ o.67 $ 1,005.00 $ 231.00 $. 462.00 Proposal - 2 i 6 i 0 ITEM ITEM DESCRIPTION UNIT PRICE NO WRITTEN IN WORDS UNIT PRICE TOTAL PRICE 11. 9 each Relocation of existing Water Meters . . . . . . . . . . . FORTY. SIX _ . . , DOLLARS NO , CENTS $ 46.00 $ 414.o0 Per Each 12. 3 each Adjustmentcf existing Sever Manholes to proper finished. Street Grade . . . . . . . . ONE HUNDRED Bi. THREE . DOLLARS o . . . . .N. . . . . . CENTS $ 103.00 $ 309.00 Per Each 13. 2 each Adjust existing Water Valves to Grade . . . . . . . . . . • .FQRTY:s:X. . . . DOLLARS . . . . . . �o. . . . CENTS $ 46.00 $ 92.00 Per Each 14. 112 L.F. Replacd,2" Galvanized Water Service Pipe with 2" Copper . . . . FIVE. . DOLLARS F.I.. FIVE, , , CENTS $ 5.55 $ 621.6o Per Lineal Foot 15. 67 L.F. 30" Reinforced Concrete Pipe- 1200 D . . . . . . . . . . . TWENTY -POUR DOLLARS . . FORTY ... CENTS $ 24.40 $ 1,634.8o Per Lineal Foot 16. 5 L.F. 18" Reinforced Concrete Pipe - 1200 D . . . . . . . . TH L RTY , , . . DOLLARS . . . . . N4 . . . . CENTS $ 30.00 . $ 150.00 Proposal - 3 ITEM ITEM DESCRIPTION WIT PRICE NO. WRITTEN IN WORDS WIT PRICE TOTAL PRICE 17. 6 L. F. 36" corrugated ?fetal Pipe - 12 gauge . . . . . . . . . FIFTY-ONE ONE DOLLARS . . . . . 00, . . . CENTS $ 51.00 $ w6.Oo Per Lineal Foot 18. 1 each Reinforced Concrete Curb in- let Catch Basin (L -3.5') FIVE HUNDRED NINETY ON FJOLLP.RS - NO . . . CENTS. $ 591.00 $ 591.00 Per Each 19. 1 each Pipe Inlet Catch Basin with Grate Cover . . . . . . . . SIX . . . . DOLLARS - No CENTS Per1Each $ 61.00 $ 61.00 20. 1 each Removal and disposal of existing curb inlet Catch Basin . . . . . . . . . . FIFTY EIGHT DOLLARS No CENTS $ 58.00 $ 5$.00 -Per Each 21. 1 each Modification of existing Traffic Signal at Pacific Coast Highway. . . . . . . SEVENTEEN THOUSAND! SIX ,HQNORF,D> F,I FTFEN DOLLARS .N4 . . . . . CENTS $LUMP SUM $ 17,615.00 Per Each '• 22. 1 each Construction of Median chann- elization improvements on Pacific Coast Highway . . . . THIRTY -NINE HUNDRED, FIFTK S.EWEN. . . . .DOLLARS No . . . . . .CENTS $LUMP SUM $ Per Each TOTAL $ 41,o89.09 Proposal 4 . ALL BIDS ARE TO BE COMPUTED ON THE BASIS-OF THE GIVEN ESTIMATED QUANTITIES OF WORK; AS INDICATED IN THIS PROPOSAL; TIMES THE UNIT PRICE AS SUBMITTED BY THE BIDDER.. IN CAS£ OF A DISCREPANCY BETWEEN WORDS AND FIGURES] THE WORDS SHALL PREVAIL. IN CASE OF AN ERROR IN THE EXTENSION OF A UNIT PRICE; THE CORRECTED EXTENSION SMALL BE CALCULATED AND THE BIDS WILL BE COMPUTED AS INDICATED ABOVE AND COMPARED ON,TME BASIS OF THE CORRECTED TOTALS. THE ESTIMATED QUANTITIES OF WORK INDICATED IN THIS PROPOSAL ARE APPROXIMATE ONLY; BEING GIVEN SOLELY AS A BASIS FOR COMPARISON OF BIDS. . THE UNDERSIGNED HAS CHECKED CAREFULLY ALL OF THE ABOVE FIGURES AND UNDERSTANDS THAT THE CITY WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS ON THE PART OF THE UNDERSIGNED IN MAKING UP THIS BID. THE UNDERSIGNED AGREES THAT IN CASE OF DEFAULT IN EXECUTING THE REQUIRED CONTRACT WITH NECESSARY BONDS WITHIN TEN (10) DAYS; NOT INCLUDING SUNDAY; AFTER HAVING RECEIVED NOTICE THAT THE CONTRACT IS READY FOR SIGNATURE; THE PROCEEDS OF CHECK OR BOND ACCOMPANY- ING THIS 810 SHALL BECOME THE PROPERTY OF THE CITY OF NEWPORT BEACH. LICENSED IN ACCORDANCE WITH THE STATUTES OF THE STATE OF CALIFORNIA PROVIDING FOR THE REGISTRATION OF CONTRACTORS; LICENSE N0. 216910 ACCOMPANYING THIS PROPOSAL.IS BIDDERS BOND j CASH ; - CERTIFIED CHECK; CASHIERS CHECK OR BOND IN AN AMOUNT NOT LESS THAN 10 PERCENT OF THE TOTAL BID.PRICE. 6383163 PHONE NUMBER 12 /Ig /66 DATE 1231! CHAPMAN BOULEVARD, SUITE IIU E.L. WHITE COMPANY BIDDERS NAME ' (SEAL) (S) ROBERT W. LYNAM - PARTNER AUTHORIZED SIGNATURE AUTHORIZED SIGNATURE .,. GARDEN GROVE CO- PARTNERSHIP BIDDERS ADDRESS TYPE OF ORGANIZATION (INDIVIDUAL; CORPORATION; CO- PARTNERSHIP) .. LIST BELOW NAMES OF PRESIDENT ;'SECRETARY; TREASURER AND MANAGER IF A CORPORATION; AND.NAMES OF ALL CO- PARTNERS IF A CO- PARTNERSHIP:- E.L. WHITE COMPANY E.L. WHITE - PARTNER ROBERT W. LYNAM - PARTNER PAGE 3 DESIGNATION OF SUB - CONTRACTORS THE UNDERSIGNED CERTIFIES THAT HE HAS USED THE SUB -BIDS OF THE FOLLOWING LISTED CONTRACTORS IN MAKING UP HIS BID AND THAT THE SUB- CONTRACTORS LISTED WILL BE USED FOR THE WORK FOR WHICH THEY BID, SUBJECT TO THE APPROVAL OF THE CITY ENGINEERy AND IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE SPECIFICATIONS. NO CHANGE MAY BE MADE IN THESE SUB - CONTRACTORS EXCEPT UPON THE PRIOR APPROVAL OF THE ENGINEER. ITEM 1. OF WORK CONCRETE SUB- CONTRACTOR G.L. KELLER, INC ADDRESS 962 WANDA ROAD, ORANGE 2. PIPE DALE CASADA 13912 NEWHOPE RD., GARDEN GROVE 3,,. ELECTRIC SMITH ELECTRIC 3411 W. BALL RD., ANAHEIM 4. SURVEY SOUTHWORTH & STEVENS COSTA MESA 5• 6. 7• 9• Io. II. ' 12. E.L. WHITE COMPANY BIDDERS NAME (S) ROBERT W. LYNAM AUTHORIZED SIGNATURE CO- PARTNERSHIP TYPE OF ORGANIZATION (INDIVIDUALS COPARTNERSHIP OR CORPCRATION) 12311 CHAPMAN BLVD. SUITE 118 GARDEN GROVE, CALIFORNIA ADDRESS FOR ORIGINAL, SEE CITY CLERK'S FILE BIDDER'S BOND TO ACCOMPANY PROPOSAL KNOW ALL MEN BY THESE PRESENTS, j THAT WE, E.L. WHITE COMPANY , AS,PRINCIPAL, AND ARGONAUT INSURANCE COMPANY , AS SURETY, ARE HELD 7 AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, CALIFORNIA, IN THE SUM OF TEN PERCENT OF AMOUNT BID DOLLARS ION 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 BAY.SIDE DRIVE FROM PACIFIC COAST HIGHWAY TO ALOHA DRIVE i IN TILE CITY OF NEWPORT BEACH, IS ACCEPTED BY THE CITY COUNCIL OF SAID CITY, AND IF THE ABOVE BOUNDEN PRINCIPAL SHALL DULY ENTER INTO AND EXECUTE A CONTRACT FOR SUCH CONSTRUC- TION AND SHALL EXECUTE AND DELIVER THE TWO (Z) BONDS DESCRIBED IN THE "NOTICE A NVITING BIDS 11 WITHIN TEN (10) DAYS (NOT INCLUDING SATURDAY AND SUNDAY),FROM THE DATE OF THE MAILING OF A NOTICE TO THE ABOVE BOUNDEN PRINCIPAL BY AND FROM SAID CITY OF NEWPORT BEACH THAT SAID CONTRA�T IS READY FOR EXECUTION, THEN THIS OBLIGATION SHALL BECOME NULL AND VOID; OTHERWISE IT BEANO REMAIN IN FULL FORCE AND EFFECT, AND THE AMOUNT SPECIFIED HEREIN SHALL BE FORFEITED TO THE SAID CITY. IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN INDIVIDUAL, IT IS AGREED THAT THE DEATH OF ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM ITS OBLIGATIONS UNDER THIS BOND. IN WITNESS WHEREOF, WE HEREUNTO SET OUR HANDS AND SEALS THIS 19TH DAY OF DECEMBER , 19-E6.° CORPORATE SEAL (IF CORPORATION) E.L. WHITE COMPANY PRINCIPAL .ATTACH ACKNOWLEDGEMENT OF (S) ROBERT W. LYNAM ATTORNEY IN FACT/ '. ARGONAUT INSURANCE COMPANY SURETY By (5) CARL R. ARMSTRONG ARL R. ARMSTRONG TITLE ATTORNEY -IN -FACT LABOR AND MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS, THAT BOND N0, 070 -739 PREMIUM $247.00 WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED DECEMBER 27, 1966 HAS AWARDED TO E.L. WHITE COMPANY 9 HEREINAFTER DESIGNATED AS THE "PRINCIPAL% A CONTRACT FOR THE IMPROVEMENT OF BAYSIDE DRIVE FROM PACIFIC COAST HIGHWAY TO ALOHA DRIVE IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFI- CATIONS AND OTHER CONTRACT DOCUMENTS ON FILE IN THE OFFICE OF THE CITY CLERK. WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF REQUIRE THE FURNISHING OF A BOND WITH SAID CONTRACT, PROVIDING THAT IF SAID PRINCIPAL OR ANY OF HIS OR ITS SUBCONTRACTORS, SHALL FAIL TO PAY FOR ANY MATERIALS, PROVISIONS, PROVENDER, OR OTHER SUPPLIES OR TEAMS USED -IN, UPON, FOR, OR ABOUT THE PERFORMANCE OF THE WORK AGREED TO BE DONE, OR FOR ANY WORK OR LABOR DONE THEREON OF ANY KIND, THE SURETY ON THIS BOND 14ILL PAY THE SAME TO THE EXTENT HEREINAFTER SET FORTH: NOW, THEREFORE, uE E. L. WHITE COMPANY AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE CONTRACTOR AND ARGONAUT INSURANCE COMPANY AS SURETY, ARE HELD FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF TWENTY THOUSAND, FIVE HUNDRED FORTY FOUR 6 55 /100 -- DOLLARS ($20,544.55 ), SAID SUM BEING ONE —HALF OF THE ESTIMATED AMOUNT PAYABLE BY THE CITY OF NEWPORT BEACH UNDER THE TERMS OF THE CONTRACT) FOR WHICH PAYMENT WELL AND TRULY TO BE MADE WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND ADMINISTRATORS, SUCCESSORS OR ASSIGNS, JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENTS. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT IF THE PERSON OR HIS SUBCON- TRACTORS., FAIL TO PAY FOR ANY MATERIALS, PROVISIONS, PROVENDER, OR OTHER SUPPLIES, OR TEAMS, USED INj 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 SPECI- FIED IN THE BOND, AND ALSO, IN CASE SUIT IS BROUGHT UPON THE BOND, A REASONABLE ATTORNEYS FEE, TO BE FIXED BY THE COURT, AS REQUIRED BY THE PROVISIONS OF SECTION 420+ OF THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA. d PAGE 6. (LABOR AND MATERIAL BOND - CONTINUED) THIS BOND SHALL INURE TO THE BENEFIT OF ANY AND ALL PERSONS, COMPANIES, AND CORPOR- ATION ENTITLED TO FILE CLAIMS UNDER SECTION 1192.1 OF THE CODE OF CIVIL PROCEDURE SO AS TO GIVE A RIGHT OF ACTION TO THEM OR THEIR ASSIGNS IN ANY SUIT BROUGHT UPON THIS 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 THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS SOND.AS AN INDIVIDUAL, IT IS AGREED THAT THE DEATH OF ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM ITS OBLIGATIONS UNDER THIS BOND. IN WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL SURETY ABOVE NAMED, ON THE 29th DAY OF DECEMBER , 1966 (SEAL) (SEAL) E. L. WHITE COMPANY (SEAL) CONTRACTOR • APPR ED S TO FORM: Ckfy ATTORNEY ARGONAUT INSURANCE COMPANY '(SEAL),- ]CARL R. ARMSTRONG ATTORNEY- IN- FACT'(SEgr -;-;_ SURETY THIS BOND WAS APPROVED BY THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH BY MOTION ON ATTEST: ATE CITY CLERK -• STATE OF California) )r ss. y COUNTY OF Orange On this 79th day of DeCelaher , 1966 before me, a Notary Public, within and for said County and State, personally appeared to me personally known, who being duly sworn, upon outh, did say that he is the Agent and Attorney -in -fact of and for the ARGONAUT INSURANCE COMPANY, a corporation created, organized and existing under and by virtue of the laws of the State of California that the Corporate seal affixed to the foregoing within instrument is the seal of said Company; that the seal was affixed, and the said instrument was executed by authority of its600rd of Directors; and the said Carl R_ ArmAtrong nstrument as the act and deed of so' Company. EfEANIQ R PfI,NOLSON N.TARY i' ^.0 C;,.- `CRNIA jl �N _ J& &P CE IN ECEANOftN�°.rIVfF�ESON 1 y✓ ORANGE COUNTY My Commission Expires November 9, 1969 PERFORMANCE BOND PAGE 7 . I 1 0 ^I7�Ti70 l� PREMIUM (INCL) KNOW ALL MEN BY THESE PRESENTS, THAT WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH) STATE OF CALIFORNIA, BY MOTION ADOPTED DECEMBER 27, 1966 HAS AWARDED TO E.L. WHITE COMPANY ) HEREINAFTER DESIGNATED AS THE "PRINCIPAL"., A CONTRACT FOR IMPROVEMENT OF BAYSIDE DRIVE FROM PACIFIC COAST HIGHWAY TO ALOHA DRIVE . IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFI- CATIONS AND OTHER CONTRACT DOCUMENTS NOW ON FILE IN THE OFFICE OF THE CITY CLERK OF THE CITY OF NEWPORT BEACH. , WHEREAS) SAID PRINCIPAL HAS EXECUTED 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. L. WHITE COMPANY AS PRINCIPAL, HEREINAfT.ER DESIGNATED AS THE "CONTRACTOR", AND ARGONAUT INSURANCE COMPANY AS SURETY, ARE HELD AND 'FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF TWENTY THOUSeLNO. FIVE HLINDRED Fog= FOUR 6 55 /100 — DOLLARS SAID SUM BEING EQUAL TO 50% OF THE ESTIMATED AMOUNT OF THE CONTRACT, TO BE PAID TO THE SAID CITY OR ITS CERTAIN ATTORNEY, ITS SUCCESSORS) AND ASSIGNS; FOR WHICH PAY- MENT) WELL AND TRULY TO BE MADE) WE DINO OURSELVES, OUR HEIRS) EXECUTORS AND AD- MINISTRATORS, SUCCESSORS OR ASSIGNS) JOINTLY AND SEVERALLY) FIRMLY BY THESE PRE- SENTS. THE CONDITION OF THIS OBLIGATION IS SUCH) THAT IF THE ABOVE BOUNDEN PRINCIPAL, HIS OR ITS HEIRS) EXECUTORS, ADMINISTRATORS) SUCCESSORS) OR ASSIGNS, SHALL IN ALL THINGS STAND TO AND ABIDE BY) AND WELL AND TRULY KEEP AND PERFORM THE COVENANTS) CONDITIONS AND AGREEMENTS IN THE SAID CONTRACT AND ANY ALTERATION THEREOF MADE AS THEREIN PRO- VIDED ON HIS OR THEIR PART, TO BE KEPT AND PERFORMED AT THE TIME AND IN THE MANNER THEREIN SPECIFIED) AND IN ALL RESPECTS ACCORDING TO THEIR TRUE INTENT AND MEANING, AND SHALL INDEMNIFY AND SAVE HARMLESS THE CITY OF NEWPORT BEACH, ITS OFFICERS AND AGENTS) AS THEREIN STIPULATED, THEN -THIS OBLIGATION SHALL BECOME NULL AND VOID; OTHERWISE IT SHALL REMAIN IN FULL FORCE AND VIRTUE. J f PAGE S (PERFORMANCE BOND — CONTINUED) AND SAID SURETY, FOR VALUE RECEIVED, HEREBY STIPULATES AND AGREES THAT NO CHANGE, EXTENSION OF TIME, ALTERATION OR ADDil'iON TO THE TERMS OF THE CONTRACT OR TO THE WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS ACCOMPANYING THE SAME SHALL IN ANY WISE AFFECT ITS OBLIGATIONS ON THIS BOND,'AND IT DOES HEREBY WAIVE NOTICE OF ANY CHANGE, EXTENSION OF TIME, .ALTERATION OR ADDITION TO THE TERMS OF THE CON- TRACT OR TO THE WORK OR TO THE SPECIFICATIONS, IN THE EVENT THAI ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN INDIVIDUAL, IT IS AGREED THAI' THE DEATH ON ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM ITS OBLIGATIONS UNDER THIS BOND. IN WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL AND SURETY ABOVE NAMED, ON THE. 29TH DAY OF DECEMBER , 896. (SEAL) T 5 (SEAL) E. L. WHITE COMPANY �T (SEAL) QCONTRACTOR Carl R. Armstrong Attorney -i ac-t' ARGONAUT INSURANCE COMPANY - (SEAS) ; SURETY AP PROVED TO FORMe CITY ATTORNEY .TE OF COUNTY OF California aa. Orange On this 2$th day of i10 ^emhpr , 19 . - -66.— before me, a Notary Public, within and for said County and State, personally appeored Carl R_ Armctr"OTIe to me personally known, who being duly sworn, upon oath, did soy that he is the Agent and Attorney -in -fact of and for the ARGONAUT INSURANCE COMPANY, a corporation created, organized and existing under and by Yirtue of the lows of the State of California that the Corporate seal affixed to the foregoing within instrument is the see( of said Company; that the seal was affixed, and the said instrument was executed by authority of its Boord of Directors; and the said as the f44 act and deed of ELEANOR K. Cf.L -OROid ® — ' rdaraRV �U�_tic cAt -ceN1A (SEP!fW;i At jtl'iCf IN ORANGE COUNTY �y PAGE 9 NON - COLLUSION AFFIDAVIT THE BIDDERS BY ITS OFFICERS AND AGENTS OR REPRESENTATIVES PRESENT AT THE TIME OF FILING THIS BIDI BEING DULY SWORN ON THEIR OATHS SAYy THAT NEITHER THEY NOR ANY - OF THEM, HAVE IN ANY WAY, DIRECTLY OR INDIRECTLY ENTERED INTO ANY ARRANGEMENT OR AGREEMENT WITH ANY OTHER BIDDER, 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 AF- FIANTS OR EITHER OF THEM HAS NOT DIRECTLY OR INDIRECTLY ENTERED INTO ANY ARRANGE- MENT OR AGREEMENT WITH ANY OTHER BIDDER OR BIDDERS WHICH TENDS TO OR DOES LESSEN OR DESTROY FREE COMPETITION IN THE LETTING OF THE CONTRACT SOUGHT FOR BY THE AT- TACHED BIDS; THAT NO BID HAS BEEN ACCEPTED FROM ANY SUBCONTRACTOR OR MATERIALMAN THROUGH ANY 810 DEPOSITORYy THE BYLAWS, RULES OR REGULATIONS OF WHICH PROHIBIT OR PREVENT THE CONTRACTOR FROM CONSIDERING ANY BID FROM ANY SUBCONTRACTOR OR MATERIAL- MAN WHICH IS NOT PROCESSED THROUGH SAID BID DEPOSITORY' OR WHICH PREVENT ANY SUB- CONTRACTOR OR MATERIALMAN FROM BIDDING TO ANY CONTRACTOR WHO DOES NOT USE THE FACILITIES OF OR ACCEPT BIDS FROM OR THROUGH SUCH BID DEPOSITORY) THAT NO INDUCE- MENT OR ANY FORM OR CHARACTER OTHER THAN THAT WHICH APPEARS UPON THE FACE OF THE BID WILL BE SUGGESTED, OFFEREDy PAID-) OR DELIVERED TO ANY PERSON WHOMSOEVER TO INFLUENCE THE ACCEPTANCE OF THE SAID DID OR AWARDING OF THE CONTRACT, NOR HAS THIS 81DOER ANY AGREEMENT OR UNDERSTANDING OF ANY KIND WHATSOEVER WITH ANY PERSON WHOMSOEVER TO PAY) DELIVER TO, OR SHARE WITH ANY OTHER PERSON IN ANY WAY OR MANNER ANY OF THE PROCEEDS OF THE CONTRACTS SOUGHT BY THIS BID, SUBSCRIBED AND SWORN TO BEFORE ME BY THIS 19TH DAY OF DECEMBER 1966 . MY COMMISSION EXPIRES: r' E.L. WHITE COMPANY (S) ROBERT W. LYNAM - PARTNER (s)DoaoTmy L. Pei FN NOTARY PUBLIC 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 RESPONSIBILIT.Y. THE UNDERSIGNED SUBMITS BELOW A STATEMENT OF THE WORK OF SIMILAR CHARACTER TO THAT INCLUDED IN THE PROPOSED CONTRACT WHICH HE HAS SUCCESSFULLY PERFORMED. CITY OF NEWPORT BEACH DOVER- WESTCLIFF - 5Tm STRFFT IMRRO4gMF "ITS CITY OF COSTA MESA SUNSHINE HOMES IMPROVEMENT D1cTRIrT CITY OF COSTA MESA 17TH STREET PARKWAY IMPROVEMFNTc STATE OF CALIFORNIA STREET IMPROVEMENT - LINCOLN & VAIiFv V1Fw CITY OF GARDEN GROVE IMPROVEMENTS AT FIRE STATIONS #SAND #5 (PERSONAL EXPERIENCE - MR. WHITE - 19 YEARS AS GENERAL SUPT - HEAVY r(]NCTR11rT1nN) PERSONAL EXPERIENCE - MR. LYNAM - IO YEARS FIELD SUPT. - HEAVY CONSTROrTIDN) FINANCIAL STATEMENT ON FILE WITH BONDING AGENT - LEATHERBY INSURANCE SFRVIrF OF FULLERTON (S) ROBERT W. LYNAM - PARTNER 3 IGNED PAGE II C O N T R A C T THIS AGREEMENT, MADE AND ENTERED INTO THIS .2t�.d_ DAY OF 1962, BY AND BETWEEN THE CITY OF NEWPORT BEACH, CALIFORNIA, HEREIN A TER DESIGNA ED AS THE CITY, PARTY OF THE FIRST PART, AND E.L. WHITE COMPANY HEREINAFTER DESIGNATED AS THE CONTRACTOR, PARTY OF THE SECOND PART. WITNESSETH: THAT THE PARTIES HERETO DO MUTUALLY AGREE AS FOLLOWS; 1. FOR AND IN CONSIDERATION OF THE PAYMENTS AND AGREEMENTS HEREINAFTER MENTIONED TO BE MADE AND PERFORMED BY THE CITY, THE CONTRACTOR AGREES WITH THE CITY TO FURNISH ALL MATERIALS AND LABOR FOR THE CONSTRUCTION OF IMPROVEMENT OF BAYSIDE DRIVE FROM PACIFIC COAST HIGHWAY TO ALOHA DRIVE 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, (EX- CEPT SUCH MATERIALS, IF ANY, AS IN THE SAID SPECIFICATIONS-ARE STIPULATED TO BE FUR- NISHED 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 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 CONSE- QUENCE OF THE SUSPENSION OR DISCONTINUANCE OF WORK, EXCEPT SUCH AS IN SAID SPECIFI- CATIONS ARE EXPRESSLY STIPULATED TO BE BORNE BY THE CITY; AND FOR WELL AND FAITHFULLY COMPLETING THE WORK AND THE WHOLE THEREOF, IN THE MANNER SHOWN AND DESCRIBED IN THE SAID PLANS AND SPECIFICATIONS, THE CITY WILL PAY AND THE CONTRACTOR SHALL RECEIVE IN FULL COMPENSATION THEREFORE THE LUMP SUM PRICE, OR IF THE BID IS ON THE UNIT PRICE BASIS, THE TOTAL PRICE FOR THE SEVERAL ITEMS FURNISHED PURSUANT TO THE SPECIFICATIONS, NAMED IN THE BIDDING SHEET OF THE 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, CONTRACTORS PROPOSAL, AND THE PLANS AND SPECIFICATIONS, AND ALL AMENDMENTS THEREOF, WHEN APPROVED BY THE PAR- TIES 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 AGREE- MENT. PAGE 12 (CONTRACT - CONTINUED) 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 RESPON- SIBILITY FOR NEGLIGENCE- 1N WITNESS WHEREOF, THE PARTIES HERETO HAVE CAUSED THIS CONTRACT TO BE EXECUTED THE DAY AND YEAR FIRST ABOVE WRITTEN. ATTEST: r Im APPROVED AS TO FORM: CITY OF NEWPORT BEACH, CALIFORNIA ( BY: �_W M,�rzl V,L MAYOR Pro Tempore CONTRACTOR (f � (SEAL) BY: e 4 "' v L��L TITLE ITLE I. SCOPE OF WORK The work to be done under this Contract consists of the Street Improve- ment of Bayside Drive from Coast Highway to Aloha Drive and the furnishing of all labor, materials, and equipment necessary to complete all work as shown on the Plans in accordance with the Standard Specifications of the City of Newport Beach and these Special Provisions, and in accordance with the Standard Specifications of the State of California, Department of Public Works, dated July, 1964, that are included by reference only. II. CONDUCT OF WORK The Contractor shall maintain the job site in a neat and orderly condition at all times. Any excess spoil shall be immediately removed from the job site. Backfilling and cleanup shall follow immediately behind pipe laying except as required for chlorination and testing. Special attention shall be paid to dust control. III. PAYMENT Where applicable, the prices bid for the various items of work shall include full compensation for all materials and labor necessary for construction of the item complete in place. Payment for incidental items of work not separa- tely provided for in the Proposal shall be included in the Price Bid for other items of work. IV. COMPLETION OF WORK All work shall be completed within 90 calendar days after date of execution of the Contract by the City. V. CONTRACT DRAWINGS The location of the work, its general nature and extent, and the form and detail'of the various features are shown on the following drawings accomp- anying and made a part of these Specifications LIST OF DRAWINGS DRAWING NO: TITLE R- 5070 -S - Sheet 1 Vicinity Map, Notes, Details and Quantities. Special Conditions - 1 �,:....: _ ... ..: •.: �.' !___ ,_c�,�: Asa. - -�-�u .: e9 �nvcs_.,.. ":_.::x.� -� DRAWING NO: R- 5070 -S - Sheet 2 R- 5070 -S - Sheet 3 R- 5070-5 - Sheet 4 R- 5070 -S - Sheet 5 VI. DATUM Plan and Profile Ste 0+00 to Ste 7+00 and Storm Drain Plan Ste 0+00 to Ste 7+00 at (20 Scale) with construction Notes. Signals and Lighting Pacific Coast Highway at Bayside Drive Plan Channelisation and Widening of Pacific Coast Highway at Bayside Drive. All depths and elevations given in the Specifications or shown on the Plans are refer cad to the datum plane of wean sea level of the Pacific Ocean, established by Baited States Coast and Geodetic Survey and adopted as the datum of the County of Orange and the City of Newport Beach. VII. UNFORESEEN DIFFICULTIES Should the Contractor encounter, or the City discover, during the progress of the work sub - surface and /or latent conditions, at the site materially differing from those shown on the drawings or indicated in the Specifications or unknown ca "tions of an unusual nature differing materially from those ordinarily encountered and generally recognised as injuring in work of the Character' provided for in the Plans and Specifications, the attention of the City shall be immediately called to such conditions before they are disturbed. The City shall thereupon promptly investigate the conditions, and if he finds that they do so materially differ, the additional work shall, with the written approval of the City be qualified as "extra work ". VIII. SCHEDULE OF WORK A complete schedule showing the order and dates the Contractor proposes to carry out the work shall be submitted to the Engineer for approval. No work shall commence until a schedule ef work has been approved in writing by the Engineer I%. UTILITIES RIGHTS -OF -WAY The Contractor shall not be entitled to any extra compensation on account of any postponement, interferences, or delay caused by any pipelines , transmission lines, fences or structures being on the line of the work except as provided in Special Conditions - 2 Section 8 -05, and 8 -07 of the Standard Specifications. X. TRAFFIC CONTROL (a) The Contractor shall submit a Plan of the proposed method of Traffic Control to the Engineer for approval prior to start of the work. No work may begin prior to receipt of said approval. (b) Public Traffic shall be permitted to pass through construction at all times. (c) A minimum of two 12 -foot lanes, one in each direction, shall remain open to traffic at all times along Pacific Coast Highway. (d) A minimum of two 10 -foot Lanes, one in each direction, shall remain open to traffic at all times on Bayside Drive (e) Full compensation for conforming with these requirements will be considered as included in the prices paid for the various Contract items of work and no additional compensation will be allowed therefor. XI. PROTECTION OF EXISTING UTILITIES The location of existing utilities shall be verified in the field at time of construction. The Contractor shall request each utility company to locate their underground lines prior to commencing work. The City does not guarantee the presence of absence of utilities in any location. It will be the Contractor's responsibility to locate and uncover the existing utility lines sufficiently in advance of the work to determine their location and to work around the utilities at his own expense. XII. EXCAVATION (a) GENERAL. Excavation shall include without classification, the removal of all materials of whatever nature encountered, except asphalt paving, including all obstructions of any nature that would interfere with the proper execution and completion of the work. The removal of said materials shall conform to the lines and grades shown. The Contractor shall furnish, place and maintain all supports and shoring that may be required for the sides of the excavations, and all pumping, ditching or other approved measures for the removal or exclusion of water, including taking care of storm water snd waste water reaching the site of the work from any source so as to prevent damage to the work or adjoining property. Excavations shall be supported in a safe manner approved by the City. (b) .OVER - EXCAVATION NOT ORDERED BY THE ENGINEER. Any excavation carried below the subgrode, or below the grade shown or ordered, shall be re- filled to the required grade with suitable sand material and compacted by mechanical means to the required density as specified in the Standard Specifications. Such work shall be performed by the Contractor at his own expense. Special Conditions - 3 El XIII. CONSTRUCTION STAKING All field staking for the control of construction shall be the re- sponsibility of the Contractor and shall be perforw.d under the �• supervision of a Civil Engineer or La;:d Surveyor licensed to practice in the State of California. Payment for all staking shall be included in the unit prices bid for the various itei,is of work and no separate compensation will be made therefor. XIV. PAVING The Contractor may at his option Blada -lay the base course lift (2 "). XV. WATER METER RELOCATION All pipe within the limits of the right -of -way shall be copper. Mini- mum diameter shall be one (1) inch. Unit Price Bid shall include all fittings or appurtenances necessary to connect the services to the existing meters. XVI. FIRE HYDIMMT RELOCATION The Unit Price Bid for this item she'll include tae adjustment to grade the hydrant valve. XVII. SALVAGE All material to be salvagau removed and ir,rr; <;pvrtc:c, at no additional coat to the City,as part of the unit prices set forth in the Contract, to the City of Nevport Beach Corporation Yard for storage, Special Conditions - 4 -b XVIII XIX 0 0 EXISTING HIGHWAY FACILITIES The work performed in connection with various existing high- way facilities shall conform to the provisions in Section 15 of the State Standard Specifications and these Special Provi- sions. All debris resulting from the Contractor's operation shall be removed as it develops and before the end of each work day. SIGNALS AND LIGHTING A. Description. - Furnishing, installing and modifying traffic signal and highway lighting systems shall conform to the provisions in Section 86, "Signals and Lighting ", of the State Standard Specifications and these Special Provisions. I. MAINTAINING EXISTING AND TEMPORARY ELECTRICAL B. Systems. - Maintaining existing and temporary electrical systems shall conform to the provisions in Section 86 -1.05 of the State Standard Specifications and these Special Pro- visions, and no separate payment will be made therefore. Traffic signal system shutdowns shall be limited to periods between the hours of 9;30 a.m. and 3;30 p.m. All signal heads, pedestrian indications, pedestrian push buttons, detectors, and control equipment, shall be main- tained in operation, except during the shutdown hours. The Existing traffic signal system shall not be placed in proposed phasing operation until all equipment is installed and pavement markings are completed. C. CONDUCTORS AND WIRING. - Conductors and wiring shall conform to the provisions in Sections 86 -2.08 and 86 -2.09, respectively of the State Standard Specifications and these Special Provis- ions. All single wire conductors with thermoplastic insulation shall be marked in conformance with UL Publication UL 83, dated April 1963, paragraphs 160, 163, 164 and 169. The wire shall have clear,distinctive and permanent markings. Wiring within controller cabinets shall be neatly arranged and laced, or enclosed in vinyl plastic tubing. Splices shall be insulated in conformance with "Method B" as shown on the Plans. Controller and auxiliary equipment plug connector cables shall consist of No.16 AWG 26- stranded conductors. Special Conditions - 5 j• , D. SERVICE. - Service shall conform to the provisions in Section 106 *2.11 of the State Standard Specifications and these Special Provisions. Furnish and install new.Heavy Duty Type "E", 120 /240 volt, signal and lighting service. Salvage existing electrical service. E. FIELD TESTS. - Field Tests shall conform to the provisions is Section -86 -2.14 of the State Standard Specifications and these Special Provisions. i Turn on or change over of the traffic signal system shall be made after all traffic signal circuits have been thoroughly tested for continuity, ground and insulation :resistance, as specified in Section 86 -2.14 of the State Standard Specifi- cations. Tara -on shall not be made on a Friday or-any day preceedfng a °legal holiday. The initial turn -on or change -over shall be made during the hours between 9;00 a.m. and 2;00 p.m. Priot_to,4ssm�ou or,-- change -over all equipment as shown on the plans shall be installed and operable. This includes 'hulk -Don't Walk" pedestrian signals, pedestrian push buttons, vehicle dete- ctors and highway lighting. All louvres, hoods, and signal heads shall be directed to provide maximum visibility. F. PAINTING. - Painting shall conform to the provisions in Section 82 -2.16 of the State Standard Specifications and these Special Provisions. All existing traffic signal equipment being reused shall be repainted. G. CONTROLLERS. - Controllers, cabinets, and auxiliary equi- ment for traffic signal systems shall conform to the provi- sions in Section 86 -a, "Controllers ", of the State Standard Specifications and these special provisions. Receptacles sod bases for signal light relays *hall conform to the details shown on Standard Details No. ES -2A of the Plans. Receptacles and bases for control relays shall conform to the details for signal light relays specified above. Flashers shall be solid -state devises with no contact points or moving parts. A single solid -state flasher of adequate Special IkOdit#ons - 6 •5 • • • f, �S capacity Hy be used to control all flashing operations { in the controller cabinet. The 1 1/2 -inch raintight vent in the top of the controller cabinet specified in Section 86 -3.07E of the State Standard Specifications will not be required. Salvage existing Type III Controller, and K Cabinet. Remove foundation. Relocate two existing pedestrian interval timers to the new cabinet. Furnish and install a new Type III controller, two auxiliary movement controllers, required inductive loop detector equip- ment and existing pedestrian interval timersin a Type "A" cabinet. Each Phase A detector shall be disconnected when a call is placed on its associated left -turn phase until that phase is timed out except : a. During Phase A Green. b. When there is a call on both left -turn phases. A harness providing for the interchangeability between Type III controllers with different connectors shall be installed in the controller cabinet. "Controller and auxiliary equipment timing and field wiring connections shall be as directed by the Engineer ". 8. SIGNAL FACES AND SIGNAL HEADS. - Signal faces and signal heads and auxiliary equipment, as shown on the Plans and the installa- tion thereof, shall conform to the provisions in Sections 86 -4.01 to 86-4.04, inclusive, of the State Standard Specifications and these special provisions. Galvanising of the 1 1/2 -inch standard steel pipe as specified In the first paragraph in Section 86 -4.04, "Signal Head Mounting ", of the State Standard Specifications will not be required. I. DETECTORS. - Detectors shall conform to the provisions in Section 86 -4.05 of the State Standard Specifications and these special provisions. Detectors shall be of the type or types shown on the Plans. Where pressure sensitive detectors are to be relocated, the existing detector contact Yale shall be installed in a new frame and foundation. The existing frees sad foundation shall be removed and the roadway reconstructed in kind. Where pressure sensitive detectors are to be salvaged, the Special Conditions - 7 ,.A Where inductive loop detectors are used, each loop shall consist of 3 turns of a single, continuous, =spliced No. 12 AM, 600 -volt, Type IRV Insulated copper wire with neoprene jacket. All Is" conductors for each direction of travel for the sass phase of a traffic signal system, in the sass pall box, shall be spliced to a cable which shall be ran from the pull box adjacent to the loop detector to a sensor snit mounted in the controller cabinet. A separate sensor unit shall be provided for each direction of. trowel and for each left turn lane. Inch sensor unit shall be fused. The cable shall consist of 2 No. 12 AWG solid copper can- doctors with each conductor insulated with 0.030 -inch minimum, high molecular weight, heat- st&**lized, colored polyethylene, conforming to the Melt Index requireoent of. AST!! Designation: D 1268. Type I, Class S,.Grade 4. The conductors shall be twisted together with approximately 2 turn per foot. Non- hygroscopic fillers shall be used to form a firm compact cylindrical core. A non - hygroscopic core tape shall be applied spirally over the core. The cable shall be provided with an outer jacket consisting of extruded, black, polyvinyl chloride conforming to ASTM Designation; D 1047. The cable shall conform to the Municipal Signal Associations' Specification: 19 -1. Additional splices in the cable may be made in pall boxes only. All splices in the detector cable shall be soldered. Sensor unit plug connections shall be as shorn on the Plans. Each sensor unit shall be provided with switching control Which will provide a presence mode of at least 10 minutes -when a vehlrle is standing in the loop area and a pulse mode for momentary actuations. Where Type III traffic sig- nal controller is used, the Phase B sensor unit shall be set for,the pulse mode. Sensor units and power supply for indmemdve loop detectors shall be separately packaged. Inductive loop sensor oquipment shall be easily tamed and stable, when operating in conjunction with. „tlhe Aeteetaz loops shown on the Plans. Special Conditions - 8 After the loop conductors are installed in the slots cut in the pavement, clean, dry, silica sand, No. 12 x No.30 sieve size, shall be used to cover the conductors, after which the slot shall be.,filled with a coal tar modified epoxy resin adhesive and then the lot shall be covered with additional sand. Before setting, the surplus material shall be struck off flush with and removed from the ad- jacent road surfaces. The adhesive (State Specification 64 -7-35) shall consist of equal parts, by,weight or by volume, of Component A (modified epoxy resdow.,abtaised from the condensation of Bisphenol A and spJ1&r!jrohydriu) and Component B (modified Amiss hardening agent composed of a bitumen treated with a. modified aliphatic polyamine) mixed together mechanically batchwise at the site of the work. The mixing time shall be a minimum of 3 minutes. The properties of the combined coal tar modified epoxy resin adhesive components shall conform to the following_: - Property - Specific Value Resistance to Water Solutions Distilled Water 0.60% (test bar) ASTM D 570 (7 days 77'F) Saturated Calcium 0.5% ASTH D 543 Chloride Low Temperature Creep Calif.Test Method Initial 0.005" Min No. 419 24 hours 0.010" Min No. 419 7 days ? 0.015" Min No. 419 Volatile Content 21 Max. ASTM D 1203 (test modified by eli- minating the use of ' carbon) Gal Time 25 -50 Minutes 60 gram sample in 8 oz. unwaxed paper cup. Adhesion to concrete 200 pat Min Calif.Test Method No.420 Shore D Hardness (77` F instantaneous reading after 24 hrs.) 50-65 ASTM D 1706 Special Conditions -9 .n r' • . a of .iii a_ ... ... • .. ..:. ... ..<'.aiiiu. }Yt— a.�"3'.ni5_. a �.�. s W1 0 Tensile Properties (on Laboratory Cast Sheet 1/8" thick) Specisen cured 18 bra. at 77' F plus 5 bra. at 158'4. Return to room temperature before testing Tensile Strength (at 77'1?) 400 -1200 psi ASTM D 638 (Test rate 0.2 in /sin using C die described in ASTH D 412 with 1/2" -j wide specimen) Tensile Elongation (at 7744) 40% Min Same specimen used for tensile strength. J. MERCURY VAPOR LUMINAIRES. - Mercury vapor luminaires shall conform to the provisions in 9nction 86 -5.01 and 86 -5.02 of the State Standard Specifications and these special provisions. Existing mercury vapor luminaires shall be provided with glare shields. K... SALVAGING AND REINSTALLING OR STOCKPILING ELECTRICAL EQUIPMENT. - Salvaging and reinstalling or stockpiling electrical equipment shall conform to the provisions in Section 86-6 of the State Standard Specifications and these special provisions. Materials indicated on the plans to be salvaged shall remain the property of the State. PACIFIC COAST HIGHWAY MEDIAN CHANNELIZATION The Lump Sum bid price for this item kill include all work necessary to construct the curbed median including removal of existing raised bars and traffic striping. It does not include construction of signal found- ation or pavement widening on the Northerly side of Pacific Coast Highway. XXI. ADJUST EXISTING SEWER MANHOLES TO GRADE The work shell be subject to inspection by the "County Sanitation Districts. Contractor shall notify the Districts at (714) 540 -2190 at least twenty - four ( 24 ) hours prior to beginning any work on the Manholes. Special Conditions - 10 v 7' NOTICE TO BIDDERS: 16 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CONTRACT NO. 1064 CONTRACT DOCUMENTS FOR THE IMPROVEMENT OF BAYSIDE DRIVE FROM PACIFIC COAST HIGHWAY TO ALOHA DRIVE ADDENDUM NO. 1 Please make.the following changes to the Special Provisions: 1. Revise Section X(c) to read: A minimum of four 10 -foot lanes, two in each direction, shall remain open to traffic at all times on Coast Highway. 2. Revise Section XIX(c), Paragraph 7 to read: Type "R" cabinet vice Type "A". 3. Add the following section XIX(L) Two State standard guard posts each shall be installed adjacent to poles (6) and (7). The exact location of the posts will be determined in the field by the engineer. Payment for the posts shall be included in the lump sum price bid for the signal modifi- cations. Please show date of receipt of this Addendum on the Proposal sheet or insert a copy of this Addendum with your Proposal. Benjamin B. Nolan City Engineer December 13, 1966 CERTIFICATE OF INSURANCE Leatherby Insurance Service, Inc. protection direction 218 East Commonwealth Avenue Box 568 Fullerton, California LA 64603 OW 1.0710 NAMED E. L. WHITE COMPANY INSURED P. 0. Box 712 Garden Grove, California CERTIFICATE* CITY OF NEWPORT BEACH ISSUED TO . 3300 W. Newport Blvd. . Newport Beach, California APPROVED AS TO FORM Date: /�- 3d- rofo C1TY,A3V6RNEY THIS IS TO CERTIFY that the Argonaut' Tnanranco rn_ A Tranait Casual rg Company has issued, to the insured named herein, policies of insurance which provide, subject to the provisions, conditions and limitations contained therein, and during their effective period, coverage as described below: KIND OF INSURANCE POLICY NUMBER POLICY PERIOD LIMITS OF LIABILITY COMPENSATION CC 20 -213— EFF 4/1/66 STATUTORY CALIFORNIA COMPENSATION — WORKMEN'S COMPENSATION 061358 E %P LIABILITY EACH PERSON EACH ACCIDENT BODILY INJURY LIABILITY — AUTOMOBILE S * .000 S * .000 EACH PERSON EACH ACCIDENT BODILY INJURY LIABILITY- * * EXCEPT AUTOMOBILE EFF 4/1/66 S ,000 s .000 CGA 307095 EACH ACCIDENT PROPERTY DAMAGE LIABILITY— 4/1/67 * AUTOMOBILE EXP S .000 EACH ACCIDENT AGGREGATE PROPERTY DAMAGE LIABILITY— IN * EXCEPT AUTOMOBILE S ,000 S ,000 AUTOMOBILE PHYSICAL DAMASK COMPREHENSIVE EFF S FIRE, LIGHTNING a TRANSPORTATION S THEFT EXP S COLLISION OR UPSET ACV LESS S DEDUCTIBLE LOSS PAYABLE TO REMARKS *$500,000 COMBINED SINGLE LIMIT OF LIABILITY PER OCCURRENCE CITY OF NEWPORT BEACH IS NAMED AS AN ADDITIONAL INSURED AS PER ATTACHED L . IT IS HEREBY UNDERSTOOD AND AGREED THAT THE POLICY TO WHICH THIS CERTIFICATE REFERS NAY NOT BE CANCELLED, MATERIALLY CHANGED, NOR THE AMOUNT OF COVERAGE THEREOF REDUCED NOR THE POLICY ALLOWED TO LAPSE UNTIL TEN (10) DAYS AFTER RECEIPT BY THE CITY CLERK OF THE CITY OF NEWPORT BEACH, CITY HALL, NEWPORT BEACH, CALIFORNIA, OF A REGISTERED WRITTEN NOTICE OF SUCH CANCELLATION OR REDUCTION INCOVERAGE. ENDORSEMENT This endorsement, effective ii#.wM111" forms o port of policy No. "A 38MS issued to =e Le MITE CWAW by TRARO=T CASUMM COWAOT ADDITIONAL INSURED IT IS AGREED THAT SUCH INSURANCE AS IS AFFORDED BY THE POLICY FOR BODILY INJURY AND FOR PROPERTY DAMAGE LIABILITY APPLIES, SUBJECT TO THE FOLLOWING PROVISIONS: 1. THE UNQUALIFIED WORD "INSURED" ALSO INCLUDES cm 011, SWAM? 01 ums. CAU10IRM BUT ONLY WITH RESPECT TO WORK PERFORMED BY THE NAMED INSURED IN CONNECTION WITH THE FOLLOWING DESCRIBED OPERATIONS: COliOlWC m 0► DAIMM Ulm rm tAa M OYK RIOI air TO Am some 2. THE INSURANCE WITH RESPECT TO SAID PERSON OR DOES NOT APPLY: A) TO LIABILITY ASSUMED BY SAID PERSON OR ORGANIZATION UNDER ANY CONTRACT OR AGREEMENT. B) TO ANY ACT OR.OMISSION OF SAID PERSON OR ORGANIZATION OR ANY OF HIS EMPLOYEES, OTHER THAN GENERAL SUPERVISION OF WORK PERFORMED BY THE NAMED INSURED. C) TO OPERATIONS WHICH HAVE BEEN COMPLETED OR ABANDONED BY THE NAMED INSURED. All other terms and conditions of this policy remain unchanged. as Endorsement No. ts.sesrt APPROVED AS T3 FO-M Dare: C IT'( ORNEY, ESTER FIDELITY COMPANY B Authorised n.prwentative CITY OF NEWPORT BEACH o PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. FINAL 109 FOR PERIOD ENDI PROJECT BUDGET N0,_ 19 73.37.3 - X39 CONTRACT ITEM NO. CONTRACT ITEM CONTRACT PRICE PERU LETE AMOUNT EARNED ORIGINAL CONTRACT EXTRAS TO DATE - CONTRACT TO DATE 59N0 ►ATNCRT TO= AMOUNT EARNED 43A8v �� (s��% •L• WMIT[ COMPANY LESS 10% RETENTION S 1 11 CNA►NAN AY[NtlC LESS PREVIOUS PAYMENTS 3Z 46 • 47 - a N GR01/C) CALIOORNIA AMOUNT DUE THIS REQUEST )3•�s9 1 HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. SIGNED :r / =y �r/�r SIGNED ENGINEER` CONTRACTOR BY jb 0 CITY OF NEWPORT BEACH PUBLIC WORKS PROJECT CHANGE ORDER CHANGE ORDER NO. E -1 DATE 4/21/67 CONTRACT NO. ' 106$ PURCHASE ORDER NO. BUDGET NO. SEE BELOW CONTRACTOR'S NAME E. L. WHITE COMPANY PROJECT NAME AND NO. WIDENING OF ®AYSIDE DRIVES P.C.H. To ALOHA ACTION: APeROVAL: Field nc CNAINE TO INCREASE THIS CONTRACT TO COVER INCREASED QUANTITIES ACTUALLY CONSTRUCTED. ACCOUNT NO. 26- 3363 -039 19- 3373 -039 50.9297 -041 PREVIOUS AMOUNT 20,180.2 19,569.21 3,293.00 REVISED AMOUNT INCREASE 19,181.49✓ -- 2101196.97 1,927.70 3,170.110 -- CONTRACTOR: BY DATE cc: Purchasing Is CITY OF NEWPORT BEACH +. 1` PUBLIC WORKS DEPARTMENT ` ZeASi.0 ORDER NUMBER: CONTRACT WIDENING OF BAYSIDE DRIVE, P.C.H. TO ALOHA DRIVE• -{ CONTRACT NUMBER 1064 _ ( - 1 CONTRACTOR E. L. WHITE COMPANY i. AT STATION 3 +00 -, WESTERLY SIDE OF BAYSIDE DR -IVEA REMOVE THE �- t TWO EUCALYPTUS TREES FOR THE AGREED UPON LUMP SUM PRICE OF $250. $250.00 V_ 2. THE FOLLOWING CHANGES ARE TO BE MADE TO THE WATER SYSTEM - PORTIONS OF THE CONTRACT ON THE WESTERLY SIDE OF BAYSIDE DRIVES ? I A. STATION 1+22+- =IN LIEU OF RELOCATING THE TWO 3/41, METERS,: CONSTRUCT TWO NEW 1° SERVICES, UTILIZING THE EXISTING METERS -.I ' AND METER BOXES, AT THE AGREED UPON LUMP SUM PRICE OF $134 EACH.- 268.00 t tl ;ii 4 B. STATION 1 +22 ±:° DUE TO THE PRESENT Zt+ SERVICE HAVING BEEN CONSTRUCTED IN A NON- STANDARD MANNER, CONSTRUCT A NEW 2° SERVICE, UTILIZING THE EXISTING METER AND METER BOX. THE R - 2 -INCH PIPE SHALL BE PAID FOR UNDER PROPOSAL ITEM 14. THE'- .. _ TAP, CORPORATION STOP AND CURB STOP SHALL BE PAID FOR AT THE AGREED UPON LUMP SUM PRICE OF $135• - ` -135• 4!i C. .STATION +26.7 = REMOVE THE EXISTING FIRE HYDRANTy EXTEND THE 6" Q.C. PIPE TO BEHIND THE FUTURE CURB LINE, PLUG, AND CONSTRUCT THRUST BLOCK AT THE AGREED UPON*LUMP SUM PRICE . OF $91. - 9Y. D0` -� D. STATION 1+56 = CONSTRUCT A STANDARD FIRE HYDRANT INSTALL- INCLUDING ATION, A 6X6 TAPPING SLEEVE AND VALVE, 6° PIPE, I Ii AND THE FIRE HYDRANT REMOVED FROM STATION 1 +26.7 FOR THE ' AGREED UPON LUMP SUM PRICE OF $671- 671,.00 I ,. E. STATION 1 +90.5 = RELOCATE ONE OF THE TWO METERS PER REVISED - 1 .: SHEET 2 AT THE PRICE BID FOR PROPOSAL ITEM 11. CONSTRUCT A New 2° SERVICE TO THE OTHER METER. A NEW 211 METER BOX AND - 2X3/4 BUSHING WILL BE SUPPLIED BY THE CITY. THE 2° PIPE SHALL BE PAID FOR UNDER PROPOSAL ITEM 14. THE TAP, CORPORATION STOP, AND CURB STOP SHALL BE PAID FOR AT THE AGREED UPON LUMP SUM JI jJ PRICE OF $135• - - �335'00 .� F. STAT ION 4 +00.5 = RELOCATE, THE NORTHERLY OF THE TWO METERS PER SHEET 2 AT THE PRICE BID FOR PROPOSAL ITEM 11. CONSTRUCT A NEW 1" SERVICE TO THE OTHER METER BOX, UTILIZING THE EXIST - ' J NG BOX, AT THE AGREED UPON; LUMP SUM PRICE OF . -P134. t 1134-00 _2_ CHANGE ORDER NUMBERS 1 - E. L. WHITE COMPANY. r ' 3• fl„ 1 nl STATION 3 +21, EASTERLY SIDE = IN LIEU OF RELOCATING THE 2 SER. - - VICES) AND REPLACING THE EXISTING GALVANIZED PIPES CONSTRUCT 2 NEW 2° SERVICES. THE 2° PIPE SHALL BE PAID FOR UNDER. PROPOSAL ITEM 14. THE TAPS CORPORATION STOP, AND CURB STOP - ,SHALL BE, 15AID FOR AT THE - r AGREED UPON LUMP SUM PRICE OF'$135 :EACH.;- THE TOTAL COST FOR CHANGE ORDER NUMBER 1:IS - $1954.00 s T: .r CITY OF NEUTORT BEACH Laboratory Analysis for March 1967 - wai�ti a..livr, -1trs, .n o resw.... 2 hrs. C+ 5•,:00 hr. Relative Con-,,r-ction WATER LINE 25 W O. ABALONE C4 .11..00 ea. Tests f67 -C -777 & 778 8 WATER -LINE #10 S o PARK Auz s (SEf7ER) - (ALLEY BTN. Ml'aAMAR, 70• E, o "II" Field Time 4 hrs. ] <.hr. 5..00 hr. Relative Compaction :8. -tests @ 11.00 ea. Tests f67 -C -718 thru 725 8,tests d L Tests #67 -G -848 thru 855 "N" - Street N/o Ocean (LINE 'B ") & "hi" Street N/o IMU -VAR (Li Field Time 3 hrs. @ 5.,00 hr. Relative Compaction 2 tests 0 11.00 ea. ld Tests ' f76 -C -748 749 Fine Grading 1 test C Field Time 2 hrs. C+ 5•,:00 hr. Relative Con-,,r-ction 2 tests C4 .11..00 ea. Tests f67 -C -777 & 778 8 tests Auz s (SEf7ER) - (ALLEY BTN. Ml'aAMAR, 70• E, o "II" ST.) Field Time ] <.hr. 5-00 hr. Relative Compaction 1,.test 5 11.00 ea. Test -- -f67 -C =790 Relative Compaction 8,tests BALBOA ISLAND (7-20) Field. Time 4 hrs. C� Relative Compaction 8 tests Tests #67 -C -820 thru 827 BAYSIDE DRIVE Field Time 5 hrs. s Relative Compaction 8,tests d L Tests #67 -G -848 thru 855 �, BAYSIDE DRIVE Coarse Grading 1 test G Fine Grading 1 test C Sand Equivalent 1 test G Test "67 -P -443 JU3' OR7IV ROAD BRI7ss Conc. Cvlinder 1 test G 19-00 hr. 11.00 ea. 5 -00 hr- 11. GO ea. 3...30 ea. 6:.60 ea. 2.20•ea. 2.20 ea (Continued on Ne;ct Page) - 20.00 .88.00 15. o0 ..._22.00. 10.00 22.00 5.00 11..00 40_00 $8..00- 25.00 88.00 3.30 6.6o 2.20 2.20 jot? 108.00 37.00 !✓. 32:00 j#1 7f 16.00 1 128.00.106 ?... 113.00 /e4` 19'55'3.0 39 12.10 P l -f 2.20 s-V7 CITY OF NEWPORT BEACH _ .PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 3 (FINAL) FOR PERIOD ENDIN APRIL 14, 1567 PROJECT: IMPROVEMENT OF BAYSIDE DRIVE PCH TO ALOHA DRIVE BUDGET NO. SEE BELOW CONTRACT 1o64 ITEM CONTRACT PE NT AMOUNT N0. CONTRACT ITEM PRICE LETE EARNED I I i EXCAVATION $13999.80 LS l00% $1,999.80 2 TYPE "A" C &G 8" 3.54 LF 425 LF 1,5o4.50 3 TYPE "A" C &G 6" 3.54 LF 298 LF 1,054.92 4 E TYPE ".B" Cuaa 2.68 LF 74 LF 198.32 PP p p 5 A ASPHALTIC CONCRETE ! 8.75 TONI 810.40 TON 7,091.00 if I 6 , AGGREGATE BASE 4.18 TON 448.3 TON 1,873.89 7 REM. EXIST A.C. 0.06 SF 1 .,28&,:SF 857.28 8 P.C.C. SIDEWALK o.41 SF 1,603.35 SF 657.37 9 P.C.C. COMML. DRIVE o.67 SF 1,o68.o4 SF 715.58 10 RELOCATE F.H. 231.00 EA 1 EA. 231;.00 ' If RELOCATE WATER METER I 46.00 EA y) 2 EA. 92.00 12 ADJ. M.H. 103.00 EA.! 1 EA. 103.00 13 ADJ. WATER V.B. 46.00 EA 7 EA. 322.00 14 2" COPPER WATER SERVICE 5.55 LF 148 LF 821.40 15 30° R.C.P. 24.40 LF .p 67 LF 1,634.8o 16 18" R.C.P. i 30.00 LF 5 LF 150.00 J7 6" C.M.P. 51.00 LF ! 6 LF 3o6.0O A CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT I PROGRESS PAYMENT REQUEST NO. 3 (FINAL) FOR PERIOD ENDING APRIL 14, 1967 PROJECT: IMPROVEMENT OF BAYSIDE DRIVE, PCH TO ALOHA DRIVE BUDGET NO. SEE BELOW CONTRACT NO. 1064 ITC,d I I rnkmDAPT ,DODFrkm T u^, um 18 C. B. 591.00 EA. 1 EA. $ 591.00: 19 C. B. (PIPE) 61.00 EA. 1 EA. 61.00 20 REM. EXIST. C.B. 58.00 EA. 1 EA. 58.00 21 MODIFY EXIST. T.S. @ PCH 117,615.00 LS 100% I 17 A 5?W 22 PCH MEDIANS 1-957.00 LS 100,E .0p 41,894.86 C. o. #t 1 4.00 43,848.86 BUDGET NOS.: 26-3373-039 (525-35) i 19- 3373 -039 $ 2,932.60 I ORIGINAL CONTRACT $41, CZ) Og SEND PAYMENT T0: EXTRAS TO DATE - ,,9.60 CONTRACT TO DATE' "'sD 3. (,� L. WHITE COMPANY C I`�7�C� I CHAPMAN AVENUE AMOUNT EARNED $ ��g,848. /j% EN GROVE, CALIFORNIA LESS I0% RETENTION 4,384. ' LESS PREVIOUS PAYMENTS 36.531•^ AMOUNT DUE THIS REQUEST 2,932• W i HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT SIGNED,.� SIGNED Li k, �ENQ— IN�EEA lj=TORP 13Y - I 4 CITY > 'NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 2 FOR PERIOD ENDIN PROJECT;- IMPROVEMENT OF BAYSIDE DRIVE PCH TO ALOHA DRIVE BUDGET NO. SEE BELOW CONTRACT NO. 1o64 I ( EXCAVATION 2 TYPE "A" C&G 8" 3 TYPE "A" C &G 6" 4 TYPE "B" CURB 5 ASPHALTIC CONCRETE 6 AGGREGATE BASE 7 REM. EXIST A.C. 8 P.C.C. SIDEWALK 9 P.C.C. COMML. DRIVE 10 RELOCATE F.H. 11 RELOCATE WATER METER 12 ADJ. M.H. 13 i ADJ. WATER V.B. 14 I 2" COPPER WATER SERVICE 15 30" R.C.P. 16 18" R.C.P. 17 36 C.M.P. $10999.80 LS 100% $1,999.80 3.54 LF 400 LF 1,416.00 3.54 LF , 300 LF 1,o62.o0 2.68 LF i 75 LF 201.00 782 TON 6,842.50 4.18 TON 410 TON 1,713.80 o.06 SF 16,000 SF 960.00 o.41 SF 10415 SF 580.15 o.67 SF 748 SF 501.16 231.00 EA 1 EA 231.00 46.00 EA 2 EA 92.00 103.00 EA. 46.00 EA 5.55 LF 148 LF 821.4o 24.40 LF 1 67 LF 1,634.8o 30.00 LF 5 LF I ; 150.00 6 LF . �� 306..00. i CITY OF NEWPORT BEACH - PUBLIC WORKS DERITMENT PROGRESS PAYMENT REQUEST NO. 2 FOR PERIOD ENDING MARCH 15, 1967 PROJECT: IMPROVEMENT OF SAYSIDE DRIVE, PCH TO ALOHA DRIVE BUDGET NO. SEE BELOW CONTRACT NO. 1064 ITEM CONTRACT PERCENT AMOUNT NO. CONTRACT ITEM PRICE COMPLETE EARNED 18 I I C.B. 591.00 EA. 1 EA # 591.00 19 C.B. (PIPE) 61.00 EA. 1 EA 61.00 20 REM. EXIST. C.B. 58.00 EA. i I EA 5$.00 21 MODIFY EXIST. T.S. @ PCH 517,61,.00 s 9096 15,853.50 22 PCH MEDIANS �,�jj7. -- 30% 306i.3o I $38,636.41 C.o.11 1,254.0() $40,590.41 BUDGET NOS: 26- 3373 -0391 G3 i9. 50- 9297 -o41: 3 Lz : a9 19- 3373-039: -9- 3t�g7- 5 6 1-'0 i ORIGINAL CONTRACT ,)Ol09 SEND PAYM.' ... EXTRAS TO DATE �Q�'j�., �Q 3�2-O4% V ONTRACT TJ DATE `rj, 3.1� t:.. 4HITE •. ''.NY 12'jl 1 CHAP , £rvUE AmM'UNS DARNED 4o,590-'-.1 GARDEN GROV.'., - A6IFORNIA ..ZSS RETENTION y,45�,�,}� LESS PAEV:OUS PAYMENTS 2 -:,2i . pW AMOUNT ✓UE THIS REQUEST 12,1,9.57 r mEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CDRRE SIGNED , /� SIGNED ENGINCER CON BY • � As --- y laic r CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO._ FOR PERIOD ENDI _ PROJECT: IMPROVEMENT OF BAYSIDE DRIVE PCH TO ALOHA DRIVE BUDGET NO. SEE BELOW :: 'CONTRACT NO. 1o64 1 2 4 5 6 7 8 9 10 11 12 13 A 15 16 EXCAVATION TYPE "A" C &G 8" TYPE "A" C &G 6" TYPE "B" CURB ASPHALTIC CONCRETE AGGREGATE BASE REM. EXIST A.C. P.C.C. SIDEWALK P.C.C. COMML. DRIVE RELOCATE F.H. RELOCATE WATER METER ADJ. M.H. ADJ. WATER V.B. - 2" COPPER WATER SERVICE 30" R.C.P. 18" R.C.P. 6" C.M.P. $1,999.80 LS 3.54 LF 3.54 LF 2.68 LF 8.75 TON 4.18 TON o.o6 SF 0.41 5F 0.67 SF 231.00 EA 46.00 EA I 103.00 EA. { 46.00 EA i I 555 i LF 24.40 LF 30.00 LF 1.00 LF 70 " LF 261 1.i 63 To* 110 Tom II,wo $i I Emm 2 EA" Ike tF 67 V s LF EARNED 11,399• 10 iy005D 923.9► 50,73 167.20 672.00 231..00 92,00 i ORIGINAL CONTRACT $41,089.09 SEND PAYMENT TO: EXTRAS To DATE Ii ��- CONTRACT TO DATE �� •j�(I� D(,�Z -LU _(� E.L. WHITE COMPANY 12311 CHAPMAN AVENUE AMOUNT EARNED �26i7a 000 Off'' GARDEN GROVE, CALIFORNIA LESS IO,� RETENTION ?.i690►2fl - - - -�� LESS PREVIOUS PAYMENTS • AMOUNT DUE THIS REQUEST A0,211.80 I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CDR Cf. SIGNED -�f -ja; —/^ SIGNED ENGINEER RACT QII 's. A-- 1 li CITY OF "NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. ( FOR PERIOD ENDING Fc�u�e� 13i I!fijr PROJECT:_ IMPROVEMENT OF BAYSIDE DRIVE, PCH TO ALOHA DRIVE I i BUDGET N0. SEE BELOW CONTRACT NO. 10611 ITEM CONTRACT PERCENT AMOUNT NO. CONTRACT ITEM PRICE COMPLETE EARNED 18 C.B. 591.00 EA. 19 C.B. (PIPE) 61.00 EA. 20 REM. EXIST. C.B. 58.00 EA. I EA ��0@ 21 MODIFY EXIST. T.S. @ PCH 17,615.00 LS 75 f 13#211.25 22 PCH MEDIANS 1-957.00 LS 90 a. l v- f . 00 ORIGINAL CONTRACT $41,089.09 SEND PAYMENT TO: EXTRAS To DATE Ii ��- CONTRACT TO DATE �� •j�(I� D(,�Z -LU _(� E.L. WHITE COMPANY 12311 CHAPMAN AVENUE AMOUNT EARNED �26i7a 000 Off'' GARDEN GROVE, CALIFORNIA LESS IO,� RETENTION ?.i690►2fl - - - -�� LESS PREVIOUS PAYMENTS • AMOUNT DUE THIS REQUEST A0,211.80 I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CDR Cf. SIGNED -�f -ja; —/^ SIGNED ENGINEER RACT QII 's. A-- 1 li to ti V �J F 0 FORM P -202 (REV., -69) 6 S[A-M OF CALIFORNIA OEPARTUMT OF PUBLIC WORKS DIVISION OF HIGHWAYS 4f,- /,o6y <AC­7--y No.766-E- 766416 ENCROACHMENT PERMIT EA 157203, Act. 133, 07606 To City of Newport Beach Los Angeles ,California 3300 Newport Blvd. ------ - - " " "" Newport Beach, California -_ January 16, 19 - -- 67 Permittee J In compliance with your request of--- _- _---------------- __November 25,- -19 66-- and subject to all the terms, conditions and restrictions written below or printed as general or special provisions on any part of this form PERMISSION IS HEREBY GRANTED TO construct A2-8 curb and gutter, one 29' +2X FCC, commercial driveway approach, PCC sidewalk, modify signal facilities and reconstruct traffic island, construct median channeliza- tion and pave with 4" of A.C. over 8" of A.B. within highway R/W, j re- stripe and apply pavement marking, all within the Division of Highways' R/w at the intersection of Pacific Coast Highway, Ora -001- 18.08, and Bayside Drive as per attached Plans, profiles and Details #R- 5070- S,Sheets 1 thru 5 of 5 Sheets, and the attached Contract Specifications #1064, subject to the following Special Terms and Conditions: 1) In the specifications shall prevail. event of a conflict between the plans and the permittee'i and the terms and conditions of this permit, the latter 2) Two 10' traffic lanes in each direction along Pacific Coast Highway plus minimum lateral clearances of 2' to surface obstructions and 5' to open excavations shall be maintained for traffic at all times in lieu of Section X -C indicated on the attached permittee's provisions. Wherever the aforementioned requirements cannot be met, the permittee shall prepare,detour plans to conform to the above -noted requirements and use 40:1 ratio painted tapers for moving traffic laterally from an existing lane to a detour lane. (CONTINUED) This permit is to be strictly construed and no work other than that sbecifically mentioned above is authorized hereby. This permit shall be void unless the work herein contemplated shall have been completed before ---- ------------- April-- 16,t ---------------- 19- 67- Ora- 001 -18.08 DEPARTMENT OF PUBLIC WORKS RJ:nm DIVISION OF HIGHWAYS cc: JCW RIME H.MILLER, HUSEBY HEWES L.R.SMITH A L.HIMELHOCH SUBSTRUCTURES - - - - --- ' -- ----------- 0 H------------------ ---- Engineer- - J. A. L , SSwfY 'Ce P"Mir eng+n... GENERAL PROVISIONS 1. Definition, This permit is issued under Chapter 3 of Division 1 of the Streets and Highway, Code. The term encroach- ment is used in this permit as defined in the said Chapter 3 of said code. Except a otherwise provided for public agencies and franchise holders, this permit is revocable on five days notice. 2. Acceptance of Provisions. It is understood and agreed by the Permittee that the doing Of shall constitute an acceptance of the provisions. 8 o y work under this permit 3. No Precedent Established. This permit is granted with the understanding that this action is not to be considered as establishing any precedent on the question of the expediency of permitting any certain kind of encroachment to be erected within right Of way of State highways, 4. Notice Prior to SJartin,g Work. Before starting work on which an inspector is required, or whenever stated on the face of this permit, the Permitter shall notify the District Engineer or other designated employee of the district in which the work is to be done. Such notice shall be given at least three days in advance of the date work is o begin. 3. Keep Permit on the Work. This permit shall be kept at the site of the work and must he shown to any representative of the Grantor or any law enforcement officer on demand. 6. Permits from Other Agencies. The party or parties to whom this permit is issued shall, whenever the same is required by law, secure the written order or consent to any work hereunder from the Public Utilities Commission of the State of California, or any other public board having jurisdiction, and this permit shall be suspended in operation unless and until such order or consent is obtained. 7. Protection of Traffic. Adequate provision shall be made for the protection of the traveling public. Barricades shall be placed with red lights at night, also flagmen employed, all as may be required by the particular work in progress. g. Minimum Interference With Traffic. All work shall be planned and carried out so that there will inconvenience to the traveling public except for the specific work permitted. be the least possible 9. Storage of Material. No material shall be stored within eight (9) fee[ from the edge of pavement or traveled way or within the shoulder line where the shoulders are wider than eight fee[. lo, Clean Up Right of Way. Upon completion of the work, all brush, timber, scraps and material shall be entirely removed and the right of way I ft in as presentable condition as before work started. 1 1. Standards of Construction. All work shall conform to recognized standards of construction. 12. Supervision of Grantor. All the work shall be done subject to the supervision of, and to the satisfaction of, the grantor. 13. Front, Meting of Installation. It is understood by maintenance work on the highway the Pherein that whenever construction, reconstruction or g y may ,mitt ,the installation provided for herein shall, upon request of the Grantor, be immediately moved by, and at the sole expense of, the Permitter. 14. Expense of Inspection. On work which requires the presence of an employee of the Grantor as inspector, Elie salary, eavrl- msg expense and other incidental expense of such inspection during the work shall be paid by the Permitter upon presentation of. a bill therefor. 15- Liability for Damages. The Permittee is responsible may arise our of work herein permitted, or which may arise ou Offailurer all liability for personal injury or property damage which permit in respect to maintenance. In the event on the Pagainst t part to perform his obligations under this officer, or employee thereof, Permlttee shall defend andemmfy and ahem' anmade h of themhharmless from Suchncl3 or This permit shall not be effective for any purpose unless and until the above named Permitter files with the Grantor, a surety bond in the form and amount required by said Grantor, unless specifically exempted on the face hereof. The requirement that a bond be filed does not apply in the event the Permitter is a governmental board which derives its revenue by taxation. 16. hfakirtg Repairs. If the Grantor shall so elect, repairs to paving which has been disturbed shall be made by employees of the Grantor and the expenses thereof shall be borne b ' necessary for said work as directed by the Grantor. All payments to laborers, inspectors, errs[ employed by said Grantorrfor orhon account of the work herein contemplated, shall be made by said Permitter forthwith on receipt of written orders, pay rolls or vouchers approved by Grantor. Or the Grantor may elect to require a deposit before starring repairs, in an amount sufficient to cover the estimated cost [hereof. The Grantor will give reasonable notice of its election to make such repairs. If the at does mar so elect, the Permit tee shall make such repairs promptly. In every case the Permitter shall be responsible for restoring any portion of the highway which has been excavated or otherwise disturbed to its former condition as nearly as may be possible except where the Grantor elects to make repairs to Paving as above provided in this paragraph and except where provision to the contrary is made in the typewritten portion of the permit. 17. Care of Drainage. it m If the work herein contemplated shall interfere with the established drainage, ample provision sha11 be made by the Permittee to provsde for as may be directed by the Grantor. 16. Sabruit Location Platt. Upon completion of underground or surface work of consequence, Elie Permitter shall furnish plan to the Grantor's District Office showing location and details. 19. bfainsenanoe. The Permitter agrees by the acceptance of this permit to exercise reasonable care [o maintain properly any encroachment placed by it in the highway and to exercise reasonable care in inspecting for and immediately repairing acid making good any injury to any portion of the highway which occurs as . result of the maintenance of the encroachment in the highway or as a result of the work done under this permit, including any and all injury to the highway which would not have occurred had such work not been done or such encroachmenr nor placed therein. PIPES, CONDUITS, GAS PUMPS, ETC. 20, Crossing Roadway, Service and other small diameter pipes shall be jacked or otherwise forced underneath pavement without disturbing same. Pavement or roadway shall not be cut unless specifically permitted on the face hereof. Service pipe will nor be permitted inside of metal culvert pipes used as drainage structures. 21. Limit EzrovaJion. No excavation is to be made closer than eight be specified. (8) feet from the edge of the pavement except a may 22. Tunneling. No tunneling will be permitted except on major work as may be specifically et forth on the face hereof. 23. Depth of Pipes. There shall be a minimum of two (2) feet of cover over all pipes or conduits. 24. Backfhing. All backfilling is to be moistened as necessary and thoroughly hand camped, there being not less than one tamper to each shoveler. Whenever required by the grantor, a trench crossing the roadway shall be backfilled with gravel or crushed rock. 25, Preserve Surfacing Matnial. Whenever a gravel or crushed rock surface is trenched, such material all placed a[ one side and when backfilhng is started the rock material shall be replaced to its original position. 26. Maintain Surface. The Permit see shall maintain the surface over structure Along Roadway. Pipes placed hereunder as long as necessary. and at such depth as specifically directed on the face hereof. Cutting ofetree rootsewill In b belocated at the distance from traveled way or Permitted. Cihy of Newport Beach` - 2 - 766 -E- 766416 continued ------ Existing striping shall be'`*emoved by sandblasting methods by the permittee and new striping and pavement marking shall be placed by State Forces at the permittee's expense. Phone Mr. L. R. Smith 72 hours in advance of this work at Raymond 3 -1273. 3) Signal system shutdown hours shall be limited to periods between the hours of qtW I a.m. and 3:30 p.m. or as directed by the Maintenance Inector. 4) Field wiring shall be directed by the Maintenance Inspector. The traffic signal system will be maintained by State Forces. Signal work will be done to State Specifications. 5) Section XX of the permittee's Specifications shall be replaced with the attached Specifications. 6) The permittee's attention is directed to the driveway encroachment into the curb return. This encroachment shall not exceed 1/8 of the are both along Coast Highway and Bayside Drive. This limitation also includes the driveway "X" distances which are considered an integral part of the driveway. 7) The above -noted work shall not interfere with the Orange County Sanitation District's project which is now under- way at the north leg of Bayside Drive. 8) All signal conduit crossing the State Highway shall be installed by jacking and boring methods. All inspection charges by State Forces excluding striping costs shall be charged to EA 157203, Cooperative Agreement #2092. Should the Division of Highways' representative find work in progress prior to his notification, he shall stop said work for a period not less than the remainder of that working day. The attached Roadside Improvements, Substructures, Curb, Bore, Signal and Driveways sheets are part of this permit. Special attention is directed to General provisions 2, 3, 5 and 6 printed on this form. To BE ATTACHED TO AND MADE A PART OF PERMIT NO. 766 -E- 766416 All boring operations shall be made without the use of water or air excepting that a minimum amount of water supplied from a container mounted on operator's equipment may be used for bit lubrication only, if approved by and used in the presence of a Division of Highways representative. If considered necessary by the Division of Highways' Representatives the Permittee shall, at his expense, pressure grout from within the casing and/or from the top of pavement, the area between the pavement and the easing, in order to fill any voids caused by the work as covered under this permit. FORM VII- EP -Bor. Rey 2. 2/4/55 3 SPECIAL PROVISIONS (Roadside Improvements) TO BE ATTACKED TO AND MADE A PART OF PERMIT NO. 766 -B- 766416 I. INSPECTION REQUIREMENTS It is imperative that the permittee notify the following State Inspector at least 48 hours prior to starting any work under this permit. State Inspector: E. Huseby phone 714 -542 -4739 between 8piq a_, m, or if no answer phone between -8:. and4i� P.M. All inspection costs incurred incidental to this work shall be borne by the permittee. II. CONSTRUCTION REQUIR34ENTS Unless otherwise detailed and authorized on the face of this permit, all work shall be done in accordance with the Division of Highways Standard Specifications dated July 1964, and the following special provisions: (Only items pertaining to the applicable construction work will apply.) A. Sidewalk shall be constructed with Class "A" Portland Cement Con- ore a ree (3) inches in depth except at residential and com- mercial driveways where four (4) inch and six 6) inch depths respectively, will be required. (For three (3 ) inch depths, a standard 2" x 4" header board will be required.) Back edge of sidewalk shall be placed on the right -of -way line. The finished grade of sidewalk shall have a cross fall of 1/4 inch per foot. Concrete shall be scored in accordance with the Standard Specific Boris or so-that scoring will match adjoining existing concrete. B. Concrete curbs and gutters shall be constructed grades or, n con Wow with existing curb fo grade. (State Standard type curb and gutter is and alignment of portions of curb- returns lying Division of Highways right of wayway must h ve the city or county involved. to authorized plan r alignment and required.) Grade outside the approval of the Prior to the construction of new curbs, the permittee shall relocate surface obstructions (such as utility poles, trees, etc.) to locations back of the proposed curb, also continuation of curb line within the following limits: Fifty (50) feet back from beginning of curb construction and one hundred and fifty (150) feet beyond the end of curb construction for safe traffic movement. Removal or relocation of surface obstructions shall be done without expense to the State. C. Sections of existing concrete curbs and sidewalks to be removed shall be cut on the nearest score mars Beyond the limns oT re- moval. This concrete shall be removed to full depth and disposed of outside the Division of Highways right of way. Unless a neat cut is made without damage to remaining concrete, additional con- crete shall be removed to the next score line, using a concrete saw if considered necessary by the State Inspector. (OVER) D. (1) Concrete driveways shall be constructed in accordance with the atEacbed Reg==ons for Standard Driveways. (2) Concrete driveway shall be located to provide not less than 2 feet of u - e- g curb,Fbetween permittee's property line and driveway. In those cases *ere the lot line does not intersect the highway right -of -way line at ge. the extension of the pro- perty line within the Division of Highways' right of way for purposes of determining driveway locati6ns, shall . be on a line at right angles to the curb or edge of traveled way and passing through permittee's lot corner. E. Temporry a driveways when authorized.shall be constructed with Xp 6 su� acing to a depth of not less than three (3) inches. The edge of driveway shall be not less than five (5) feet from permittee's side property line when curbs are not constructed. Driveways shall be constructed at right angles to and shall join existing surfacing. Radius of flared sections placed between edges of pavement and driveway shall not exceed ten (10) feet, unless a larger radius is authorized on face of permit. Finished grade of surfacing placed between traveled way and curb shall conform to existing shoulder grade. This construction shall not interfere with the existing drainage in any way. The permittee understands and agrees that asphalt- concrete surface driveways are temporary; at such time as concrete sidewalks are constructed, asphalt- concrete surface driveways shall be replaced with standard driveways of Portland Cement Concrete. F. Roof drains, when authorized, must be restricted in use for the exc —I sive purpose of draining rain water from the roof of permittee's building and /or paved parking lot. Roof drains if used for any other purpose, such as draining waste water or domestic supply water onto the highway, will be summarily plugged at curb face outlet by State forces. Removal and replacement of concrete curb and sidewalk sections for the installation of roof drains shall be done in accordance with provisions of Paragraph "C" above. G. Roadside landscaping, when authorized, shall conform with require - men s g ven on a ace of the permit and /or the State's Landscaping Regulations. Form S.P.R.I. - Rev. 3.- 213166• • MAINTENANCE • SPECIAL TERMS AND CONDITIONS (SUBSTRUCTURES) TO BE ATTACHED TO AND MADE A PART OF ENCROACHMENT PERMIT NO.766 -E- 766416 A. Inspection Requirements 1 - It is imperative that the Permittee notify the State Inspector at least 48 hours prior to starting any work under this ermit. State Inspector Husebv phone 714 - 542 -4739 between or if no answer phone .m. ano 4: 2 - All inspection costs incurred incidental to this work shall be borne by the Permittee, unless otherwise specified on the face of the permit. 3 - All work shall be performed within the hours designated by the Division of Highways. B - Specifications Unless otherwise detailed and authorized on the face of this permit all work shall be done in accordance with the Division of Highways' Standard Specifications dated July, 1964, to the satisfaction of the Division of Highways representative and the following special provisions: 1 - SAFETY AND TRAFFIC CONTROL: A minimum of see Permitianes shall be provided for traffic in each direction. In a on, minimum clearances of two feet adjacent to any surface obstruction and a five -foot clearance between the excavation and the traveled way, shall be maintained. I' rovision shall be made for barricades, lights, and flagmen to adequately protect the traveling public during construction operations. When necessary for public safety, flagmen shall be on duty 24 (twenty - four) hours a day at no expense to the State. When the permit authorizes installation by the open -cut method, not more than one lane of the highway pavement shall be open -cut at any one time After the pipe is placed in the open section, the trench is to be back - filled, in accordance with Specifications, permanent repairs made to the surfacing and that portion opened to traffic before the pavement is cut for the next section. 2 - CONSTRUCTION REQUIREMENTS: Unless otherwise authorized pipes and conduits shall be installed in a manner to provide at least a minimum clearance of 42 inches between the top of pipe and surface. Except in cases where the perimeter of pavement removal will be less than 30 feet, P.C.C. pavement shall be scored to a depth of 1i inches by means of a concrete saw to provide a neat and straight pavement break along both sides of trench also, providE an unfractured pavement joint and rigid bonding of pavement replacement patch. A.C. pavement shall be scored as per P.C.C. pavement except where in i the opinion of the State Inspector the pavement has b3en cut neat and straight along both sides of trench to provide an unfractured and level pavement joint for bonding existing pavement and replacement patch. 7 -MP -607 AUG 66 Rev (OVER)., -:1: 3 Repairs to P.C.C. pavement shall be made of Portland Cement concrete containing a minimum of 7 sacks of cement per cubic yard. Replacement of P.C.C.. pavement shall equal existing pavement thickness. The concrete shall be satisfactorily cured and protected from disturbance for not less than 48 hours. High early cement may be required at the discretion of the Division of Highways' representative. Repairs to A.C. pavements shall be made with asphaltic concrete meeting State specifications, with every effort made to match the existing pavement as to color and surface texture. Replacements of"A.C. pavement shall equal existing pavement thickness but not less than 3 ". Rock base will be required. St ^ucture backfill within the roadbed area shall be compacted in horizontal layers not exceeding 8 inches in thickness, using approved hand, pneumatic or mechanical type tampers, to obtain a "relative compaction" of 95 percent using California Test Method 216F. Structure backfill outside of slope lines and not beneath any roadbed shall be compacted to a relative compaction of 90 percent. Backfill material shall have a "Sand Equivalent" value of not less than 30, as determined by the California Test Method 217F, if the excavation falls within the existing or proposed roadbed. In such areas consolidation by ponding and jetting will be permitted when, as determined by the engineer, the backfill material is of such character that it will be self draining when compacted and that foundation materials will not soften or be otherwise damaged by the applied water and no damage from hydrostatic pressure will result. Ponding and jetting of the upper 4 feet below finished grade is is not permitted. hen ponding and jetting is permitted, material for use as structure backfill shall be placed and compacted in layers not exceeding 4 feet in thickness. Ponding and Jetting methods shall be supplemented by the use of vibratory or other compaction equipment when necessary to obtain the re- quired compaction. Repairs to asphalt shoulders shall be made with SC -800 Asphalt Plant Mix Surfacing . (See second paragraph, third and fourth line) Concrete sidewalks or curbs shall be cut to the nearest score marks and replaced equal in dimensions to that removed, with score marks matching existing score marks. When installation is to be made by boring or jacking under the traveled way, excavations on either side of the road shall be sufficiently distant from the edge of pavement to insure pavement stability and minimum obstruction to traffic as determined by the Division of Highways' representative. If considered necessary by the Division of Highways' representative, the permittee shall, at his expense, pressure grout from within the casing and /or from the top of pavement, the area between the pavement and the casing, in order to fill any voids caused by the work as covered under this permit. Service connections must be installed at an angle of 90 degrees from the centerline of the State Highway which the main line traverses. 0 E SPECIAL PROVISIONS FOR ENCROACHMENT PERMIT N0, 766 -E- 766416 HIGHWAY FACILITIES: THE PERMITTEE SHALL NOTIFY THE DIVISION OF HIGHWAYS' SIGNAL LABORATORY AT 213 - 723 -1373, AT LEAST 72 HOURS IN ADVANCE OF ANY EXCAVATION WITHIN 500' OF A SIGNALIZED INTERSECTION OR IN THE VICINITY OF STATE LIGHTING FACILITIES. THE PERMITTEE AND /OR HIS CONTRACTOR ASSUME THE RESPONSIBILITY FOR THE PAYMENT OF ALL COSTS INCURRED BY THE STATE IN REPAIRING FACILITIES DAMAGED DURING CONSTRUCTION. REQUESTS FOR RELOCATION OF FACILITIES FOR THE CONTRACTOR'S CONVENIENCE MUST BE MADE IN WRITING WITH THE CONTRACTOR ASSUMING COSTS, VII -EP- SIG -100 Rev. 10 -29 -64 108 -2000 s r] 0 f --a- -� r y ('a Tr a r� - -- z <' 6 h— 1 ♦! -a A 2-e TYPE A r r T p Ib \ 1 r L CI 1 p{ p•r 92 TYP E B Figure 7 -212.2 Febrwy s, 1962 4r� 001064 611 l� b 61 -6 I /F6 0.61,01 { w v6r 66M T y kr 1 \ M 1 G 0.01111 C1 *.MSI Ax -e ea 3 i 24' 1sP - r 4' -h -l' 20' T C Z xnf. Ca TY P E C row,��1,.Y.,M,w\X:6•v Norn _/oh: Yur6 ,xx bM xwtl,rxwNMl, riM Tlx, 93 C3 D3 wxl 6xgn x -Tx, D � x0 •TYM D• 6xw�wpxx xMOM 00xMn, rr— r r — 1 n T Y. � p•r � T o P4�0 3 D1 D 2 1 TYPE D i m.e kww..6r,.In66N 6i -6 001064 611 0.0UH 61 -6 /F6 0.61,01 u 0.01610 61 0.06111 e1 O.O Or1 G 0.01111 C1 *.MSI C 1 0.00161 01 0.0101] D1 0.0611! n 1 e.0] 111 ! 0.0111, _47f" lie 1 1 TYPE E -TYPE F TYPE G 7.212.7 Gutter Cress Slopes Except for Type E, F, and O curbs, when the pave- ment drains toward the curb, the cross slope of the 2 -foot gutter normally shall be 8 percent toward the curb. When drainage is away from the curb, the egos slope shall equal the pavement cross slope. On wide gutters, the cross slope shall not be steeper than 7 percent, since steeper cross slopes may cause a- pas. senger car to drag its under carriage in a driveway. 0 State Division of Highways District 7, 120 So. Spring St., Los Angeles 12, Calif. Encroachment Permits, Room 110. Phone 620 -3660 Basic Encroachment Regulations - -- DRIVEWAYS Policy: These instructions apply to the location and design of realaenal and commercial driveways to serve property fronting on State highways In cities and in areas outside of cities where urban type development is encountered, but not in oases where highway access is controlled by deed conditions. S ecifications: For design and construction details, see State broc ure en e , "Regulations for Standard Driveways - July 1945.° The maximum length of a Residential Driveway is 12 feet for a single driveway, and 20 feet for a double driveway. The maximum length of a Commercial Driveway is 35 feet. Where only one driveway serves a given property, an increase in the maximum width will be considered if the prima facie speed limit is 45 m.p.h. and the width of State R/W constricts driveway approach. When more than one- 4riveway approach-,serves a given property frontage, the total length of driveways shall not exceed TO% of the frontage where such frontage is 100 feet or less, and shall not exceed 60% when the frontage is greater than 100 feet. Location of Drivew (1)— 'L'�ie "X" sec on o a driveway shall not cross the side property line unless the application for permit includes the approval and si ture of the adjacent property owner. (2T- when approval of adjacent property owner has not.been obtained, as mentioned above, the driveway shall be located to provide not less than 2 feet of full height curb between the top of "X' section and side property line. This will provide room for the installation of utility poles, light standards, fire hydrants, eta., in the vicinity of the side property.line where they will afford the least nuisance to abutting property owners. In the absence of curb, the edge of driveway shall be located not less than 5 feet from side property line to provide for future curb construction and the minimum 2' full height curb requirement mentioned above. ,3), - Consideration will be given in extenuating cases to start the 'X' section of a driveway at the side property line. To illustrate: (a) - An existing building may be located up to the side property line in which case the proposed driveway would not conflict with future adjacent property driveway. (b? - A joint driveway design could be considered, in which case the "X' section could start at the side property line provided that the width of driveway is limited to one -half of the maximum allowable width pending future construction of the other half on adjacent (roperty. 4) - Driveways may encroach one - eighth (1/8) into the are of the curb return when the curb return radius is 35 feet or greater. The curb return area is required for the proper location of standard highway signs, traffic signals and street lights, also provide for pedestrian safety. (See reverse side for typical driveway sketches.) Instruction Form vII C- (Drws) TYPICAL DRIVEWAY DETAILS PLAN -I. In the absence of curb, temporary driveways surfaced with 3" Plant -Mixed Surfacing between R/W/ line and hlghway.pavement are permitted with the understanding that when community development requires the construction of curbs, the:permittee shall replace driveway surfacing between curb and R/W line with-Portland Cement conj Crete, 4" thick for Residential driveways and 6" thick for Commercial) Driveways., Under.this plan, Plant -Mixed Surfacing may not be placed in the area between the R/W line and highway other than-We area allowed for temporary driveways. PLAN -II. Where curbs are constructed, the driveways shall be paved with Portland-Cement concrete, 4" thick for Residential and 6" thick for Commercial driveways.. If requested, a permit will be issued to construct sidewalks with Portland Cement concrete 3" thick. The minimum width of sidewalk is 5 feet with back edge on property line. Approval will be granted to construct sidewalk between proper- ty line and curb. Types of sidewalk not permitted: Asphalt, colored concrete. flagstone. brick. tile. or gravel. PLAN - I. Rural type driveways. Minimum dimensions are shown. Siide 4 51 Property Frontage 5 Pie Imo a R/W line 4 - L - -"(- 22' -+� -. L —�� Futwee. QW llr . - - - - -- --a* State Highway ,r10' R. 1 PLAN - II. Urban type driveways. Minimum dimensions are shown. Side 2' Property Frontage 2' Side. P.A L _ 16 '-Mc_.._ L �--- -- State Highway PLAN - III. Joint driveway design. (A's property) P/L (B's property) R/W line J* 171'tl7 *' 4c . Sidewalk area --4-- Highway 91141 Max. when�A builds before *B. 6 6 POLES, WIRES, CABLES AND OVERHEAD S'T'RUCTURES 1'.. 28. Location Pole Lines, etc. Pole lion shall be located our foot from the property line string otherwise specified on the face hereof. 29. Public Wilitin Commission Orden. All clearances and pf construction Shall be in accordance with the applicable orders of the Public Utilities Commission of the State of California. 7i 30. Permission from Property Owners. Whenever category to secure permission from abutting property owners, such authority must be enured by the Permittee prior to starting work. 3l. Clearance of Trees. Polo mus t be of such height as to permit clearance dyer;■ tree 40 first pt where quick growing trees are in place. At locations where slow growing trees are in place, normal comiructiodhtaul iX!Jtd followed at the option of the pole line company, with provision to ultimate) ?? y Slur a 40 -foot tree. 32. Guy Wires. No guy wires are to be attached to trees except on specific authority and in no event shall they be an attached an to girdle the tree or interfere with its growth. Guy wires shall be kept at a minimum elevation of six feet above the ground whenever so directed. 33. Clearing Around Poles. The Permitter shall remove and keep clear all vegetatian from within a radius of at least five fen of the polo. 34. Painting or Visibility Strips. All polo are to be painted for a distance of six fen above the ground wing whim lead and oil or aluminum paint or in lieu thereof, when Bola have crammed bum, wood, metal or other approved type of visibility strips may be placed. Wood strips are to be Douglas fir In x 3 —5' long placed on 6" centers about the base of pole and painted with white Ind and oil or aluminum paint. If metal strips are wed such scrips may be placed either vertically or horizontally. Paint is to be renewed as often in may be required to maintain a satisfactory covering If not painted when installed or renewed as the grantor may consider necessary, the right is reserved to have this painting done and the Permits" hereby agrees to beer the cat thereof under the tame of this permit. Pole, she, do not present a feasible reseic hazard will be given considention for aamptiun from these providnnr upon written request of Perming Accompanied br pertinent data as to pole location, differ.. in I .... its, etc. The grantor's derision will be final in this tested. 35. Remove Old Poles, Guys and Stubs. The entire length of such timbers shall be removed from the ground and the bola backfilled and thoroughly camped. PLANTING TREES 36. Location and Species. The location and kind of trees to be planted shall be specified on the face of this permit. 37. Planting and Maintenance Cost. The Permitter must bear the cost of planting the trees. The arrangement as to maintenance of the trees shall be specifically set forth on the face of the permit. In particular cases arrangements may be made for the Grantor to do this work upon deposit of a certain sum for each tree which is to be planted. The Grantor reserves the right to assume the maintenance or to decline to do so as conditions justify. 38. Group Planting. The cost of group plantings and similar special work which may be agreed upon with the Grantor shall be borne by the Permittee. Land for such plantings shall be secured in fee by the Permitter and turned over to the State. Plantings for parking and picnic grounds will not be considered in this connection. REMOVAL OR TRIMMING OF ROADSIDE TREES 39. Remove! of Trees. Than permit is granted for removal of a tree u an independent operation or as a part of other work, the entire stump shall be taken out for a depth of at lent two fen blow the ground surface. 40. Clearing the Site. All timber and debris shall be removed from the right of way. The hole left by the stump shall be backfilled and thoroughly tamped and the site left in a presentable condition. 41. Trimming of Trees. In general, only light trimming of branches two inches or less in diameter will be permitted and only when specifically so stated on the face hereof. The shapeliness of the tree must be preserved. 42. Inspection. If the permit requires inspection by the Grantor during progress of the work the cost of inspection shall be borne by the Permittee. No charge will be made for occasional routine inspection. Road Approaches, Connecting Pavements and Minor Work 43. Grader and Specifications. Grades and types of construction shall be as detailed by plans or staged an the face of this permit. 44. Borrow and Tate. Only such borrow and waste will be permitted and within the limits as an forth on the face of this permit. 45. Minor Work. Grading down of small banks, small ditches, placing of awnings, and other similar minor work shall be governed by the general provisions and as detailed on the face hereof. .Signs 46. Clearance of Signs. The minimum clearance from the sidewalk shall be twelve fan. Railroad Crossings 47. Safety and Convenience. The future safety and convenient" of the traveling public shall be given every consideration in the location and type of construction. 49. Meet Highway Grade. The grade and supereievation of the track must conform to the grade of the highway At point of creasing. 49. Width of Paving. The creating shall be plattkad or paved as may be specified on the face of this permit for the full roadway and shoulder width. A sea NI w p < EV C5 L;,j ui c) It I-- Q Lj � L 1;, 14 CL iI: L I NMI, IN MD 0 'Alt ID vJ 81: IN am q\ l -� �s) Z; F\. i-A q I % fi 14 UK: k\i�W)Nrl '.I lvs I I kkl" I I I I I I I TTT—r- � L 1;, i I �oyQ' 9z L3 � LN� < U Lj IN mi i pp 'IN "'I %N; iZ! It V(3 IN y.F f 3 � 1 2 AT STATION 3 +00 ±j WESTERLY SIDE OF BAYSIDE DRIVES REMOVE THE TWO EUCALYPTUS TREES FOR THE AGREED UPON LUMP SUM PRICE OF $250.',$250.00' d ;<{ �T. THE FOLLOWING CHANGES ARE TO BE MADE TO THE WATER SYSTEM PORTIONS CITY OF NEWPORT BEACH A. STATION 1 +22± = IN LIEU OF RELOCATING THE TWO 3/4^ METERS: PUBLIC WORKS DEPARTMENT CONSTRUCT TWO NEW 1° SERVICES UTILIZING THE EXISTING METERS, AND METER BOXES, AT THE AGREED UPON LUMP SUM PRICE OF $134 . EACH. p? 268.00 rt B. 4 CONSTRUCTED IN A NON— STANDARD MANNERS CONSTRUCT A NEW 2" CHANGE ORDER NUMBER: '.2 —INCH PIPE SHALL BE PAID FOR UNDER PROPOSAL ITEM 14. THE .. CONTRACT WIDENING OF BAYSIOE'DRIVE„ P.C.H. TO ALOHA DRIVE. - THE AGREED UPON LUMP SUM PRICE OF $135•; CONTRACT NUMBER 1o64^�,a STATION 1 +26.7 = REMOVE THE EXISTING FIRE,HYDRANT, EXTEND :. . CONTRACTOR E. L. WHITE COMPANY, CONSTRUCT THRUST BLOCK AT THE AGREED UPON LUMP SUM PRICE 1 2 .. ATIONA INCLUDING A 6X6 TAPPING SLEEVE AND VALVE2 6 PIPES AND THE FIRE HYDRANT REMOVED FROM STATION 1 +26.7 FOR THE .. AGREED UPON LUMP SUM PRICE OF.$671. E. STATION 1 +90.5 = RELOCATE ONE OF THE TWG METERS PER REVISED .: SHEET 2 AT THE PRICE BID FOR PROPOSAL ITEM 11. CONSTRUCT A NEW 2" SERVICE TO THE OTHER METER. A NEW G' METER BOX AND 2X3 /4,BUSHING WILL BE SUPPLIED BY THE CITY. 7HE 2" PIPE SHALL BE PAID FOR UNDER PROPOSAL ITEM 14. THE TAPO :.O RPORAT ION. STOP AND CURB STOP SHALL BE PAID FOR AT THE AGREED UPON LUMP SUM PRICE OF $135• F. STATION 4 *00.7 = RELOCATE THE NORTHERLY OF THE TWO METERS PER SHEET 2 AT THE PRICE BID FOR PROPOSAL ITEM 11. CONSTRUCT A NEW I" SERVICE TO THE OTHER METER BOX, UTILIZING "HE EXIST - ING BOXY AT THE AGREED 'UPON LUMP SUM PRICE OF $134. 671.00 135.00 1134.00 J AT STATION 3 +00 ±j WESTERLY SIDE OF BAYSIDE DRIVES REMOVE THE TWO EUCALYPTUS TREES FOR THE AGREED UPON LUMP SUM PRICE OF $250.',$250.00' �T. THE FOLLOWING CHANGES ARE TO BE MADE TO THE WATER SYSTEM PORTIONS OF THE CONTRACT ON THE WESTERLY SIDE OF BAYSIDE DRIVE: A. STATION 1 +22± = IN LIEU OF RELOCATING THE TWO 3/4^ METERS: CONSTRUCT TWO NEW 1° SERVICES UTILIZING THE EXISTING METERS, AND METER BOXES, AT THE AGREED UPON LUMP SUM PRICE OF $134 . EACH. p? 268.00 rt B. STATION 1+22±:° DUE TO THE PRESENT 2° SERVICE HAVING BEEN CONSTRUCTED IN A NON— STANDARD MANNERS CONSTRUCT A NEW 2" SERVICE] UTILIZING THE EXISTING METER AND METER BOX. THE '.2 —INCH PIPE SHALL BE PAID FOR UNDER PROPOSAL ITEM 14. THE .. TAP] CORPORATION STOP AND CURB STOP SHALL BE PAID FOR AT THE AGREED UPON LUMP SUM PRICE OF $135•; 135•i' C. STATION 1 +26.7 = REMOVE THE EXISTING FIRE,HYDRANT, EXTEND :. . THE 6" A.C. PIPE TO BEHIND THE FUTURE CURB LINED PLUG, AND. " CONSTRUCT THRUST BLOCK AT THE AGREED UPON LUMP SUM PRICE OF $91. 91.00 D. STATION 1 +56 = CONSTRUCT A STANDARD FIRE HYDRANT INSTALL— .. ATIONA INCLUDING A 6X6 TAPPING SLEEVE AND VALVE2 6 PIPES AND THE FIRE HYDRANT REMOVED FROM STATION 1 +26.7 FOR THE .. AGREED UPON LUMP SUM PRICE OF.$671. E. STATION 1 +90.5 = RELOCATE ONE OF THE TWG METERS PER REVISED .: SHEET 2 AT THE PRICE BID FOR PROPOSAL ITEM 11. CONSTRUCT A NEW 2" SERVICE TO THE OTHER METER. A NEW G' METER BOX AND 2X3 /4,BUSHING WILL BE SUPPLIED BY THE CITY. 7HE 2" PIPE SHALL BE PAID FOR UNDER PROPOSAL ITEM 14. THE TAPO :.O RPORAT ION. STOP AND CURB STOP SHALL BE PAID FOR AT THE AGREED UPON LUMP SUM PRICE OF $135• F. STATION 4 *00.7 = RELOCATE THE NORTHERLY OF THE TWO METERS PER SHEET 2 AT THE PRICE BID FOR PROPOSAL ITEM 11. CONSTRUCT A NEW I" SERVICE TO THE OTHER METER BOX, UTILIZING "HE EXIST - ING BOXY AT THE AGREED 'UPON LUMP SUM PRICE OF $134. 671.00 135.00 1134.00 J 4 A CHANGE ORDER NUMBER: 1 E. L. WHITE COMPANY, 3• STATION 3+21 -' EASTERLY SIDE = IN LIEU OF RELOCATING THE 2 — 14, SER- VICES, AND REPLACING THE EXISTING GALVANIZED PIPEp CONSTRUCT 2 NEW 211 SERVICES. THE 2" PIPE SHALL BE PAID FOR UNDER PROPOSAL ITEM iii. , THE TAP2 CORPORATION STOP, AND CURB STOP SHALL BE FOR AT THE .i AGREED UPON LUMP SUM PRICE OF $135 EACH. 270.00.1'x' i THE TOTAL COST FOR CHANGE ORDER NUMBER 1 ISI $18954:00�.; ` 5 SIGNED CONTRACTOR DATE Z _ %'-6 i BY htd C -io4 y 9 Y S � November 24, 1967 Division of Highways P.O. Box 2304 Terminal Annex Los Angeles 54, California Attention: Mr. A. Goldin Subject: Intersection Improvement, Coast Highway at Bayside Drive (07 -ORA -1 -18.1; C4064. 1065) Dear Sir: Cooperative Agreement 209-ikwas jointly executed by the City and the State for the construttion of channelization and modifications to the traffic signal at the Coast Highway - Bayside Drive intersection. The agreement provided for the State to assume all costs for channeli- zation and 50% of the costs for signal work, with a maximum cost to the State of $12,000.00. The maximum amount was based on the work contemplated by City contract and did Aot include striping work to be done by the Slate. The project was completed and accepted by the City Council on April 10, 1967. The actual State share of the cost was approximately $13,000. The City has absorbed the difference above the stipulated $12,000.00 maximum. An itemized breakdown of the adjusted project costs was submitted to the Division on June 30, Mw payment was re- ceived. We closed the project out. On November 20, the attached bill for striping was received. Since striping was not included in any of the project estimates, the City has assumed that these costs would be borne by the State as routine mainten- ance. Please review the s4tuation and verify if this is in fact the case. `� ?F s � I I , AL, Subject: 07 -ORA -1 -18.1 Page 2 If you have any questions, please contact our Cooperative Projects Engineer, Hunter T. Cook. Very truly yours, BenjW n B. Nolan City Engineer HTC:naj PLEASE T BLF CHECK BILL I%rYABLE TO DIVESIONT OF HIGHWAYS STATE OF CALIFORNIA J" DEPARTMENT OF PUBLIC WORKS n8 Mail Check to BELL DIVISION OF HIGHWAYS SHOW BILL NUMBER 7 ON REMITTANCE RIOT % - f; Pxf© {P! PERSG "! PAY Ai: TIM s'p4N� N° 359 D% 120 S. Spring S..- -- LOS ANG ELEO. FORNIA 00054 -7s Los Angeles, Calif. 90012 � AREA COO[ 213�2049W .{ s9 City cf Ne:: ^port Beach [DATE] November 17. r'�!•-nor. t Peach, Cals.fornia. L J II,I I� Stri•inM Costs .incurred by Division of Highways r. Plaintencnce Shoo in connection with Encroachment Pehrait ado, 7'06- E- 766Dt16, dated March 17, 1967: Location: Pacific Coast Highways and Bayside Drive, $813.35 ';a STATE OF CALIFORNIA—HIGHWAY TRANSPORT AGENCY RONALD REAGAN, Governor DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS DISTRICT 7 y 07- Ora- 0 -AptB P. O. BOX 2701, LOS ANGELES 90051 September 14, 1967 Project SS 4 MA 0 -3700 Fiscal Year: ,, 1966 -67 Section: 186.1, 186.5 Mr. Benjamin )Bolan City.Engineer City of Newport Beach 3300 W. Newport Boulevard Newport Beach, California Dear Sir: We have completed the engineering audit of the project noted above, des- cribed as Bayside Drive - Pacific Coast Highway to Aloha Drive. The work performed in accordance with the Collier -Unruh Act under © Section 186.1 in the amount of $ 24,736,81 ® Section 186.5 in the amount of $ 8,893.68 is approved. Approval is based on the following exceptions to the project as submitted for review: Section 186.1 Section 186.5 F�JLST� LIP . • This does not complete the fiscal audit. The financial records of the project are subject to examination by the auditors of the State Controller's office for the purpose of ascertaining that the requirements of the Act have been met. Very truly yours, A. C. BIRNIE Deputy D1st�gineer BY A. A. SMITH Assistant District Eng cc: CTLedden Controller's Office 7 -CC -614 DEC 66 Rxv CITY OF NEWPORT BEACH PUBLIC WORK3 DEPARTMENT 3300 W. NEWPORT BOULEVARD To: Division or HIGNMATS DATE AUGUST 21, 1967 P. 0. Box 2304, TERMINAL ANIU x Los Ametltss CALIFORNIA ATTENTION% A. A. SNITN SUBJECT* SCLECT SYSTEN PROd[CT T1 SAYsIDE DR Wt - PACIFIC COAST HIGNWAT To ALOHA DRlvt WE ARE TRANSMITTING THE FOLLOWING° ND. COPIES DESCRIPTION 2 FORM CU-5 0106I1FICAT1ON 01 REMARKS: To INCLUDE CHARGES CARRIED UNDER PROJECT 49 (TRArrlc SIGNAL, PACIFIC COAST HIGHWAY AT BATSIM DRIVE) WNICN %A$ MEN NAM A PART Or PROA CT 73. COPIES TO: BY MINTER T. COON CoonRATlvt PRO.R CT ENa1NEtR j M O I U I H v 4 H W E a E WNp� WC Q r6 HQH 94 E-4 d U in yU 1 O E1f� �] a Q W aw xa US �o I W H 0 U m 4 to S' O Lp m w FL 0 '3 O w •m-/ U 0 Q � ON }) w U N w Q � "f rl y Q 4> �m m O >4 0� 00 m P4 C4 m 11 .) Ca Nq Ca to V g' wa .4 v am D zI or U R m r-I N �F s N cc 6 Oz — H W x ac w M W 0 ¢t w_ xo ow — _ xx N W — - N N W �a rc°� W 2 x Oa F >fc N IK _Z¢W* SS �trj Foaz a r U V fCO a O m d� cr ox�Z cy ui 00 cc FQ J(9 U a v co cc y m m W T �r0Z s m W _ W —Z1— 'V — OOtra — V cr W — N G � N N m GUJldN00 dVSA Iat" MINOR \p �O wtlo. 1sNW 40 11t7A \.O %40 ow MIND" 1 •tl1M00 �l /0 IA /tl S31IW W1 /1 —_ HION3l Q O a c O O H y '_i � LI a 2 J 4 O (y m 200 W < w4 i a = NWZ � a s W a Na — 1 - 0 02 O } 0O GZ F 0 Q� 2 O bW RI 0: W W p c • wO a a ro O 3009* a ] i/ O w '3 uwu WWW ro lr q41 JNOm M NU)0.z ti T7 0 U Fou CU•.gc -Revd 0 w v A Rai 43 m pH w w� m ro O X %o CD 0 N V m wyy m 1x ��a •b O N s s s w w� O ♦3 cA 0 a. to� 0 0 m EO �w H w O �m 0 mod ro Q W4 q m M � F • ii Q w V f0�1 M n M 6 4 �6 �- MIC WORKS JuLT 6, 1967 FINANCE DIRECTOR PUBLIC WORKS DtPARTNtNT CONTRACT 1064 PLEASE BILL TUC FOLLOWIMB FOR WORK DOW BY THE CITY UNDER THE SUBJECT CONTRACT. A. IRVINE CREAMY CONSTRUCTION $7081.49 ENOINEERINO 1399.00 $-roM.41 REF1 COOPERATIVE AOREENEMT DATED NOVtMBER 17r 1966- S. DIVISION Of NIGHWAV3 CONSTRUCTION 4120000.00 REFt COOPERATIVE AOR[CUEMT %2092 DATCD DtCEMBtR 8r 1966. TUC ATTACHED SRCAKOOWN SNOU4.0 BE FORWARDED WITH THE BILLIMO. HUMTCR T. COOK PROJECT EMOIMC[R NTCtNAJ ATTI CITY OF NEWPORT BEACH i PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD DATE JNLV 60 l967 To: DIVISION K H14WAVI P.D. But 231 TQ_UIIMAt. AMMCR 1 MO ANSCLCRy CALIFORNIA ATTENTION: A &A• $MITM 7� SUBJECT: SCLCCT Smcot PROdCCT.ff BATSIOC DRIVCA PCH TR ALOHA DRIVC WE ARE TRANSMITTING THE FOLLOWING: N0. COPIES DESCRIPTION 2 raw CWj 4 2 COST OSCAR DOWN REMARKS: FOR TOYS INFORMATION. COPIES TO: BY: H arras T. COOK PROaccT EMIMCCR G'l N H 0 ct 'Y O O ct r O m • • 0) z Do r N a P, 03 ct m 0,9 W (D 0 O r cs n c* c r7 m O4 M D1 z 0 •C O ff 'C (D ro 'S ro (00 :s �0 O ct r • M s �x 2 "`Di oo m 'D (D N y (D fD Da O • at F- 0 co Oh t • 0 Ln x Q ((DD C y HO 0a 0 ct ct r O R W v •AOU -05-= wa0a 0 0 11, o ro D9 ct (D N 0 A It 4 I's M SD N `y iLLL� (D A. 3 O to m (D mmmm m 0 m n m i3 *CODE N ctr_ 0 (D w m �\ V O r 0 O ac zp 4 3O o m r mA y O O ct a X v m y (D t X v m o 1�5 D -0mA -4 r ct ^,1 ;0 ozzv C 'i X30 Nry J C) CO mN ? r� (D Z b 3 Z 9 O r -40 (+ y °0 P O y O LENGTH' 1 /100 MILES R /W,/L D N CONTRACT V MONTH or OF FIRST WORK J MONTH AND YEAR COMPLETED m N 0 0 N W Ohm bmo� v m — -i mm Z0,<0+ N OZ `v ( G m �rD� c � m n n 3 = W < Z ° 0 CO O W zn�� ' n 3 s Y <mmz *vNC� b H x = I � ]1 Z D m N N m N X P m O z -4 om u m m N w V \ x v v � m z 0 O 0 O F ID rlii 11, 1 n r r H t� c:r � mr m n� ro se r � ro (D c� r M 0 [s7 � (D a 0 9 r t� En Ot b (D (D z IV 0 'V Q7 y h1 N m �3 "3 00 H �ro mo K �c "0 wC (D "s Fti bl 0 m C it o b [rs] 9 n y b � < O M 8 • r K r c4 ct 0 Le R• d C O 0) O O cf Ls 'tl M O S r C) C TO to `C 0 to 1 D4 N K C no ro D9 ct (D N 0 A It 4 I's M SD 't `y iLLL� (D A. 1 n r r H t� c:r � mr m n� ro se r � ro (D c� r M 0 [s7 � (D a 0 9 r t� En Ot b (D (D z IV 0 'V Q7 y h1 N m �3 "3 00 H �ro mo K �c "0 wC (D "s Fti bl 0 m C it o b [rs] 9 n y b � < O M 8 • r K r c4 ct 0 Le R• d C O 0) O O cf Ls 'tl M O S r C) C TO to `C 0 to 1 D4 N K C no ... , �1 ¢; rr17;�Li;F'yL- CTr= � R1:.�', C+lu UCc. ... f�CiJ �.".['�...rit.ot•lq . \i(Z_: .. .. . ....... ...... 7.: L."�!�.._._. r^ S ' ' �✓ .^ C 1N.o.2 , Fc ; a _ ' C. 7 "o /'SGS)0 / rft ^u ru�� '. G� J<.' 1eir scCFv / I '3G T - n ,1 ; wc a. //5`cG y or8B 6, - . n, � o ma . c.,'Fc , i r s 7 l 1 I✓ / p ::" /'1Zo 7 J _. . - , . � J�: .+ �� l� i o t,t.:��> le- toc t a ;r(T Y7 tu,G. �E2s Ss� n «�,c7i o t. .2 s //104"/ T, 72�— �o / 3 l 'c, . / ; b7G So�8St �o,+�P ( f { c'•y Sv �d� n .`��1 3/70/ f. 1F . 27 d Y 8 . �r uz �` st. , ti. � c< 2• .'. _ 30 .Sel 7-> L : c � i II o. 5 r- r: i - co - .._.. ... -- _.• __�.... �.+, �_. ,'. - .�.�.. - x'11- -sr: f- k CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT Date JANUARY 4, 1967 NO. TO: FIELD ENGINEER FROM: PROJECT ENGINEER SUBJECT: IMPROVEMENT OF BAYSIDE DRIVE FROM PACIFIC COAST HIGHWAY TO ALOHA DRIVE (C- 1064) THIS CONTRACT IS BEING FUNDED FROM SEVERAL DIFFERENT SOURCES. IT WILL BE NECESSARY TO DISTINGUISH WHICH,FUNDS ARE TO BE USED WHEN PAYMENTS ARE MADE TO THE CONTRACTOR EACH TIME A PROGRESS PAYMENT IS SENT TO THE FINANCE DIRECTOR. PLEASE INCLUDE A BREAKDOWN SHOWING HOW IT SHOULD BE CHARGED. TO AID YOU IN ASSIGNING CHARGES, A BREAKDOWN OF THE FUNDING AS IT PERTAINS TO EACH PARTICULAR ITEM IS LISTED BELOW: BID ITEM BUDGET N0. AMOUNT 2) TYPE A,C & G, ^8" "-26- 3373 -039 1465.56 3) TYPE A.0 & G, °6" 26- 3373 -039 1062.00 4) TYPE BBC & G.1 26- 3373 -039 201.00 -' 8) PCC SIDEWALK 26- 3373-039 ;396.46 9) PCC DR. APPROACH 26 -373 -039 005.00 15) 30^ ¢ RCP 26- 3373 -039 ;0;;•80 16) 18^ 0 RCP 26- 3373 -039 150.00 17) 36" 0 CMP 26- 3373 -039 ;06.00 18) CURB CATCH BASIN 26- 3373 -039 591.00 19) PIPE INLET CB 26 ;3373-039 61.00 20) REMOVE CB 26- 3373 -039 58.00 21 }MODIFY TRAFFIC SIGNAL 26- 3373 -039 8o+3 -00 22) PCH MEDIAN CHANNELIZATION 26- 3373-039 3957-00 TOTAL 19,930.82 PAGE 2 MEMO �0 10) RELOCATE F.H. 50-9297 -041 ti�✓� 462.00 11) RELOCATE W.M. 50- 9297 -041 414.00 13) ADJUST W.V. 50- 9297 -041 92.00 14) REPLACE WATER PIPE i '% II 621.00 TOTAL 1589.00 THE REMAINING ITEMS INCLUDING THE RESIDUE FROM ITEM (21), ARE TO BE CHARGED TO BUDGET ACCOUNT NO. 19- 3373-039• HUNTER T COOK PROJECT ENGINEER HTC:IH CC: FINANCE DIRECTOR Please return tot 6208 B'0::8223 1:.0270 City Clerk Laura Lagios City-of Newport Beach 3300 Newport Boulevard Newport Beach, Calif. 92660 NOTICE OF COMPLETION PUBLIC WORKS To All Laborers and Material Men and to Every Other Person Interested: YOU WILL PLEASE TAKE NOTICE that on March 29, 1967 the Public Works project consisting of the improvement of Bayside Pacific Coast Highway to Aloha Drive - on which was the contrac was the surety, was : completed. I,, the undersigned, say: urance c CITY OF NEWPORT BEACH 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 April 11, 1967 at Newport Beach, California. I, the undersigned, ..y. I am the City Clerk of the City of Newport Beach; the City Council of said City on April 10, 1967 accepted the above described work as completed and ordered that a Notice of Completion be filed. I declare under penalty of perjury that the foregoing is true and correct. Executed.on April 11, 1967 at Newport Beach, California. RECORDED AT REQUEST OF CITY OF NEWPOV KMN IN OFFICIAL RECORDS OF ORANGE COUNTY, CALIF. 9:05 AM APR 12 1967 J. WYLIE CARLYLE, County I FREE TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR APRIL 10, 1.967 J_ I SUBJECT: ACCEPTANCE OF IMPROVEMENT OF BAYSID£ DRIVE FROM COAST HIGHWAY TO ALOHA DRIVE (C -1064) RECOMMENDATIONS: 1. ACCEPT THE WORK. Z. AUTHORIZE THE CITY CLERK TO FILE A NOTICE OF COMPLETION. 3. AUTHORIZE THE CITY CLERK TO RELEASE THE BONDS 35 DAYS AFTER NOTICE OF COMPLETION HAS.BEEN FILED. DISCUSSION: THE CONTRACT FOR THE IMPROVEMENT OF BAYSiDE DRIVE FROM COAST HIGHWAY TO ALOHA DRIVE HAS BEEN COMPLETED TO THE SATISFACTION OF THE PUBLIC WORKS DE- PARTMENT. THE BID PRICE WAS: $41,o8g.og AMOUNT OF UNIT PRICE ITEMS CONSTRUCTED: $41,8944.86 AMOUNT OF CHANGE ORDERS: $ 1,954.00 TOTAL CONTRACT COST: $430848.86 AMOUNT BUDGETED: $50,000.00 THE PLANS FOR THE PROJECT CALL FOR A SIDEWALK AND CONCRETE DRIVEWAY APPROACHES TO BE CONSTRUCTED ON THE WESTERLY SIDE OF BAYSIDE DRIVE. THIS WORK WAS TO BE PAID FOR BY THE IRVINE COMPANY. DUE TO CONSTRUCTION OF UNDERGROUND EDISON AND TELEPHONE DUCTS IN THIS PARKWAY IN THE NEAR FUTURE, IRVINE REQUESTED THAT THE SIDEWALK BE DELETED FROM THE PRESENT CONTRACT. IT WILL BE CONSTRUCTED BY IRVINE UPON COMPLETION OF THE UTILITY WORK. DUE TO AN ERROR IN THE ORIGINAL ESTIMATE OF QUANTITIES BY THE ENGINEER, THE COST OF THE UNIT PRICE ITEMS ACTUALLY CONSTRUCTED APPROXIMATELY EQUALED THE TOTAL PRICE BID. THE CHANGE ORDER, APPROVED BY THE COUNCIL ON FEBRUARY 14, 1967, WAS PRIMARILY FOR RECONSTRUCTION OF DETERIO- RATED WATER LINES UNDER THE NEW PAVEMENT. THE CONTRACTOR i5 E. L. WHITE COMPANY OF GARDEN GROVE, CALIFORNIA. ENGINEERING WAS PERFORMED BY RAUB, BEIN, FROST AND ASSOCIATES OF COSTA MESA, CALIFORNIA. THE ORIGINAL DATE OF COMPLETION WAS APRIL 1, 1967. ALL WORK WAS COM- PLETED BY MARCH 29, 1967- COUNCIL: JOSEPH T. DEVLIN PUBLIC WORKS DIRECTOR GPD :VR d e s -...� ::. ,� hoe .!E•�.d, sue,. -..1� 7 OPRELIMINARY TESTS PRIOR .. TO AWARD OF CON T OPOTENTIAL SOURCE S ED C AFTER AWARD OF C ACT E CONTROL TESTS ON MATERIALS ACTUALLY ENTERFNG INTO WORKS • O SPECIAL TESTS ROAD NO. -J 11 I. I, RESIDENT ENGINEER '(INSPECTOR) "I SEND REPORT TO: CONSTRUCTII AGENCY: SAMPLE / LIMITS OF SAMPLE LOCA. OF SOURCE COUNTY OF ORANGE I ROAD DEPT. Materiel Testing Section ` TEST NO. REPORT OF TESTS ON FIILD,NO. COAT IW ar'P.0. No. oANFl �� FE O. yj IF CONTRACT. USE CONTRACT ITEM EOJECT NAME CONTRACTOR DATE SAMPLED 3— /o BY L cOgyg TITLE RECEIVED FOR USE IN Qom._ 1 GRADING ANALYSIS TEST SPECIMEN A B C D E Steve A6 U5ED SPECIF. LIMITS S000HT COMPACTOR AIR PR6KURE P.S. I. - MOISTURE AT COMPACTION - % J DRY DENSITY OF BRIO.. #IN- FT. ZI/! STASILOMETER VALUE "W' t EXUDATION PRESS. P.S.I. - I11x RC7 Q �O� THICK. INDICATED BY STAB_ INCHES 1 THICK. INDICATED BY EXP. PRESS. IN. - 94 SP. OR. OVEN DRY S.S.D. APP. SUBBASE FINE BASE �j COARSE SURFACE 4 Z� L. L. P. L. P. I. COHESION VALUE 8 TRAFFIC INDEX I6 DURABILITY FINE COARSE SPEC. - j BY EXUO. PRESB 0�2s J 7 BY E %PAN. PRESS FA IY m WET 52 DRY AVG. SPEC. - .30 y. AT EpUIL. SPEC. I0 INDICATED MINIMUM THICK. OF COVER FOR ABOVE CONDITIONS. 2W SU 1 U I LART - SPEC. MOISTURE CONTENT AS RECEIVED. % DENSITY IN PLACE OPTIMUM MOISTURE RELATIVE COMPACTION % MID CURVE NO. REMARKS: j$'BILLING WA 8/l Y11SLER VAILS ENGINEER RESIDENT ENGINEER (CITY ENGR.) F -aon -alt - AGGREGATE 8 SOIL LAJ � r W W V � , m K s . F:/ CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT MEMO TO DATE FROM: SUBJECT: �/JYS /Oa owe,e- C' /OG'/ Re-0s cr C =a4-,4 t -7"- C- /ST /Z /Ot. Tir A/ 417 Fc.c,OS c.n.Orr{ Piro G/i errs P4 v rH c� % A Z- Tu T/Y d- ,�cr/t�e. ,w Z 6- 3 3 9 7- n 3 92 �63�y. J-0 57� - 9 Z '9 7 3373 X9- -44- 9' —U3.9 COPIES T0: — X- IGNED PUT IT IN WRITING WRITTEN MESSAGES SAVE TIME AND VOID ERRORS 1 STATE OF CALIFORNIA — TRANSPORTATION AGENCY RONALD REAGAN, Governor DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS DISTRICT 7, P.O. BOX 4304, LOS ANGELES 90054 620 -3700 March 10, 1967 07- 0ra- 0 -NptB SS Project 73 Section 186.1 Mr, Benjamin Nolan City Engineer City of Newport Beach 3300 West Newport Boulevard Newport Beach, California Dear Sir; SS Project 73 is approved for Collier -Unruh financing, The project provides for the improvement of Bayside Drive from Pacific Coast Highway to 110 feet south of Aloha Drive. The proposed geometric section complies with standards for the expected traffic. The financing will, of course, be limited to eli- gible items of work. Very truly yours, A. C. BIRNIE Deputy District Engineer lwifJ' By A. A. SMITH Assistant District Engi_Wjr -p C-) m C"5 oRT w r� qq nom; V �► =� ElPrelimino 'tests prior -' to ow.,d of controct.. RE) SEI LOI RE TY DA I. COUNTY OF ORANGE IN PLACE DENSITY A INITIAIL WT. -TEST SAND 45. 9 WT. SAND RETAINED 3 C WT. SAND USED 3 Q 0 'D E TEST SAND DENSITY VOLUME SAND USED $ , F VOLUME CONE + RING ( I G VOLUME TEST HOLE H WT. EXC. SAMPLE + TARE 2(6, I TARE WEIGHT 3. 2 J WET WT. EXC. SAMPLE 2 ,$ K WET DENSITY IN PLACE � �%, L DRY DENSITY IN PLACE - =METHOD A M - URE SAMPLE -. MAXIMUM DENSITY RATHOLE DATA - FIELD LAB WET WT. - -2 -- Cr 3 DRY WT. 01 INITIAL WT. SPECIMEN o MOIST. M N SP. GR. ROCK - - WET WT. ROCK- - DRY WT. ROCK WET WT..- Q DRY WT. - 3 - TOTAL DRY WT. - ..: o ROCK R - CORR.MAX.DEFYSkTY - - REMARKS: 15' - Test Method Calif. 216 -F R) BILLI I RESIDENT ENGINEER (CITY ENGR.) H x'3011 -83.1 I B� 1 A -. -S METHOD A 0 B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY , Z - I ZO MOISTURE 5 u.V AE p RC = 1 0777 % TENT. RC = % SPECIFICATION: NL_% �i BY W ALk1�� I MAT SENG __ _ RELAT[Vf COMPACTt ©N . MAXIMUM DENSITY RATHOLE DATA - MOLD NO. -1 - -2 -- Cr 3 4 01 INITIAL WT. SPECIMEN ¢Qp -Z¢ P WET WT. AT COMPACTION Z4- Z 5_2-0- Q DRY WT. COMP. SPEC. - - - R % MOISTURE CONDITION OF MOLD O v 117 - R, 4 ov - S NT. COMPACTED SPECIMEN I Z. 9 - T WET DENSITY I - - ' V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C. F. C= A- B E= C+ D UNIT CONE +UNIT G = E - F K =�J = G CONE .1667 - L = K -= (100% +N) Q = 0 _ (1-00 %+ N) SM. RING .0143 _ .1810 R = (P -Q) - Q V = FACTOR x Q -'S LG.,RING .0302 .1969 REMARKS: 15' - Test Method Calif. 216 -F R) BILLI I RESIDENT ENGINEER (CITY ENGR.) H x'3011 -83.1 I B� 1 A -. -S METHOD A 0 B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY , Z - I ZO MOISTURE 5 u.V AE p RC = 1 0777 % TENT. RC = % SPECIFICATION: NL_% �i BY W ALk1�� I MAT SENG __ _ RELAT[Vf COMPACTt ©N . ❑Preliminary tests Prior to award of contract. 6d "Control tests on �. materials actually "Wing into works. PROJECT BA �fSlO E i RESIDENT ENGINEER ONSPEC SEND REPORT TO: CONST LOCATION 6AZ'S10E RE TY DA COUNTY OF ORANGE ROAD DEPARTMENT 7 Material Testing Section T STN O. — :FIELD Ng(. Z RELATIVE` CQA$ACTION CON7. N0. (W.O. OR P.O. OR AHFP) N. S. Q.F. G. Ps DATE REPTD. -G% If contract, use contract item . ION AGENCY MAINTENANCE � SUBD. ❑ PERMITS ❑ Vi L L. �tM.tt.Gt RT LT:' OV j. S-TA '3: +2S • MAXIMUM DENSITY RATHOLE'DATA MOLD N0. 1 2 <�,- 3 4 O INITIAL WT. SPECIMEN + Q, m 2 4 PO P WET WT. AT COMPACTION 2,. -g- `J' L Z S Q DRY WT, COMP. SPEC. R % MOISTURE + . CON Di TI ON OF MOLD VVpfzR 0slc S HT. COMPACTED SPECIMEN i `- '2 T WET DENSITY 1 114-. "- VI DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C= D UNIT CONE +UNIT G = E — F K =J + G CONE .1667 — - L= K= (100% +N) Q =0e (100 % +N) SM..RING .0143 .1810 R = (P —Q) _ Q V = FACTOR x Q- S LG. RING .0302 1 .1969 REMARKS: 9 -Y Test Method Calif. 216 -F • \RESIDENT ENGINEER (CITY ENGR.) 301i -83,1 METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY �.t,�D ( 1 7 MOISTURE 5'.! V 1)F— RC 0-,if % TENT. RC = % SPECIFICATION: NL_% ours'oE FEU A I INITIA B W WT. S C W WT. S D T TEST E V VOLUA F V VOLUA G V VOLUA VKEY COUNTY OF ORANGE ROAD DEPARTMENT 7 Material Testing Section T STN O. — :FIELD Ng(. Z RELATIVE` CQA$ACTION CON7. N0. (W.O. OR P.O. OR AHFP) N. S. Q.F. G. Ps DATE REPTD. -G% If contract, use contract item . ION AGENCY MAINTENANCE � SUBD. ❑ PERMITS ❑ Vi L L. �tM.tt.Gt RT LT:' OV j. S-TA '3: +2S • MAXIMUM DENSITY RATHOLE'DATA MOLD N0. 1 2 <�,- 3 4 O INITIAL WT. SPECIMEN + Q, m 2 4 PO P WET WT. AT COMPACTION 2,. -g- `J' L Z S Q DRY WT, COMP. SPEC. R % MOISTURE + . CON Di TI ON OF MOLD VVpfzR 0slc S HT. COMPACTED SPECIMEN i `- '2 T WET DENSITY 1 114-. "- VI DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C= D UNIT CONE +UNIT G = E — F K =J + G CONE .1667 — - L= K= (100% +N) Q =0e (100 % +N) SM..RING .0143 .1810 R = (P —Q) _ Q V = FACTOR x Q- S LG. RING .0302 1 .1969 REMARKS: 9 -Y Test Method Calif. 216 -F • \RESIDENT ENGINEER (CITY ENGR.) 301i -83,1 METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY �.t,�D ( 1 7 MOISTURE 5'.! V 1)F— RC 0-,if % TENT. RC = % SPECIFICATION: NL_% ours'oE FEU ION AGENCY MAINTENANCE � SUBD. ❑ PERMITS ❑ Vi L L. �tM.tt.Gt RT LT:' OV j. S-TA '3: +2S • MAXIMUM DENSITY RATHOLE'DATA MOLD N0. 1 2 <�,- 3 4 O INITIAL WT. SPECIMEN + Q, m 2 4 PO P WET WT. AT COMPACTION 2,. -g- `J' L Z S Q DRY WT, COMP. SPEC. R % MOISTURE + . CON Di TI ON OF MOLD VVpfzR 0slc S HT. COMPACTED SPECIMEN i `- '2 T WET DENSITY 1 114-. "- VI DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C= D UNIT CONE +UNIT G = E — F K =J + G CONE .1667 — - L= K= (100% +N) Q =0e (100 % +N) SM..RING .0143 .1810 R = (P —Q) _ Q V = FACTOR x Q- S LG. RING .0302 1 .1969 REMARKS: 9 -Y Test Method Calif. 216 -F • \RESIDENT ENGINEER (CITY ENGR.) 301i -83,1 METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY �.t,�D ( 1 7 MOISTURE 5'.! V 1)F— RC 0-,if % TENT. RC = % SPECIFICATION: NL_% ours'oE FEU REMARKS: 9 -Y Test Method Calif. 216 -F • \RESIDENT ENGINEER (CITY ENGR.) 301i -83,1 METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY �.t,�D ( 1 7 MOISTURE 5'.! V 1)F— RC 0-,if % TENT. RC = % SPECIFICATION: NL_% ours'oE FEU ❑Preliminary tests prior to award of contract. <.. Control tests on materials actually entering into works. r • PRO.1 MQ.T. RESINT ENGINEER (INSPECTOR)_ SEND REPORT TO: CONSTRUC.T� ION LOCATION JIA-(S )0C— Vt<: REPRESENTING LIMITS TYPE MATERIAL N.S. DATE 3�•�a'10n —i TEbitu eY: COUNTY OF ORANGE ROAD�DEPARTMENT Material Testing Section TEST (NO 0 FIELD N RELAUV COMPACTION w °'42a OR AHFP) E _ N. S, DATE REPT D. If contract, use contract item GIII Q_ IN PLACE DENSITY A INITIAL WT. TEST SAND LA6 B C WT. SAND RETAINED WT. SAND USED I a, g Q TEST SAND DENSIT j),74. 2 ,B E VOLUME SAND USED 3`,� F _ VOLUME CONE + RING g G VOLUME TEST HOLE 1 H WT. EXC. SAMPLE + TARE 2,2, I TARE WEIGHT 4,0 J WET WT. EXC. SAMPLE 0 K WET DENSITY IN PLACE 6.0 L DRY DENSITY IN PLACE ' ENANCE ❑ SUED. ❑ P MIT ❑ .. RT 'LT OF q- STA METHOD A MOISTURE SAMPLE FIELD LA6 _ WET WT. MOLD NO. 1 G DRY WT. 3 4 % MOIST. M N SP. GR. ROCK WET WT.: ROCK P DRY WT. ROCK WET WT. DRY WT. = 4 Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R 0 MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 G 2 3 4 01 INITIAL WT. SPECIMEN 7zl -0-0 24 P WET WT. AT COMPACTION L O Q DRY WT. COMP. SPEC. R %MOISTURE 6.0 _ 4-7.5 ' CONDITION OF MOLD VND -V �o S HT. COMPA 1 a, 1 2 -. T WET DENSITY 1113.1 .O V DRY DENSITY CONY. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C- D UNIT CONE +UNIT G =E - F K = J IS CONE .1667 L= K- (100 % +N) Q =0. (100 % +N) SM. RING .0143 .1810 R = (P -Q) _ Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS: '/) Test Method Calif. 216 -F i a- LOW FINISHED GRADE METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE 00 bf5 RC = % TENT. RC = % SPECIFICATION: NL_% i ❑ BILLING WILL BE ADIE T END OF MONTH i • BY RESIDENT ENGINEER (CITY ENGR.) .sa „_a3.1 RELATIVE CO:MPAC:TION,.:_.. ❑Preliminary tests prior to award of contract. Control tests on materials actually entering into works. • PROJECT 86`I' SIDE 171 RESIDENT ENGINEER (INSPECT SEND REPORT TO: CONSTRU LOCATION i3A'�f S I D� REPRESENTING LIMITS TYPE MATERIAL N•S. DATE 3-11- I IN PLACE DENSITY A INITIAL WT. TEST SAND 43•'7 B WT. SAND RETAINED • C WT. SAND USED 2 2 0 D TEST SAND DENSITY $),'I E VOLUME SAND USED 5 5 70 F VOLUME CONE + RING $ G VOLUME TEST HOLE DRY WT. H WT. EXC. SAMPLE + TARE 3• I TARE WEIGHT CORR.MAX.OENSITY. J WET WT. EXC. SAMPLE Ze K WET DENSITY IN PLACE_ L DRY DENSITY IN PLACE . N• GLU COUNTY OF ORANGE ROAD DEPARTMENT - Material Testing Section TEST No C- - FIELD NO RELATIVE COMPACTION ow..o.bpPa. FP N.S. 42 ... if- cRttract, use contract item DATE REPT0. AGENCY G' N•B• T I N GLEI' CONTRACTOR W I TE OUTSIDE ,,,------ .,,,/// ON El AGENCY MAIN ENANCE ❑ SUBD. ❑ p M • /w•..+"• RT LT OF (L STA DEPTH TO 9 .BELOW. FINISHED GRADE TESTED BY: METHOD A MOISTURE SAMPLE SUMMARY RECORD WHOLE NUMBERS FIELD LAB WET WT. MOLD NO. 1 DRY WT. 3 4 % MOIST. M N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK Z260 WET WT,.— p DRY WT. Q TOTAL DRY WT. % ROCK CORR.MAX.OENSITY. R REMARKS: 1111111 � ■ ICi•1 LI Test Method Calif. 216 -F ❑ BILLING WILL BE i0■111111111111 =■11101111 METHOD A ❑ B P9 SUMMARY RECORD WHOLE NUMBERS MAXIMUM DENSITY RATHOLE DATA •. 03 MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN �j, QQ 2 P WET WT. AT COMPACTION Z260 2 3 Q DRY WT. COMP. SPEC. - R % MOISTURE Ze .� ' CONDITION OF MOLD . N• GLU OQ S HT. COMPACTED SPECIMEN ,$ T WET DENSITY Q• 1 V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = )302. Q VOLUMES, C.F. C= A— B E= C- D UNIT CONE +UNIT G= — F K= 1+ G CONE .1667 — L= K= (100":, +N) Q= O +(10O % +N) SM. RING .0143 .1810 R = (P —Q) + Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: 1111111 � ■ ICi•1 LI Test Method Calif. 216 -F ❑ BILLING WILL BE i0■111111111111 =■11101111 METHOD A ❑ B P9 SUMMARY RECORD WHOLE NUMBERS IN PLACE DENSITY 1) 5 MOISTURE +d7f R —Joa OPT. 03 �% TENT. RC = SPECIFICATION: NL_% OF MONTH BY v v RESIDENT ENGINEER (CITY ENGR -) "'" rA�s to 7 \`F , 301 ,:83.1 RELATIVE COMPACTION I ❑ Preliminary tests prior COUNTY OF ORANGE to award of contract. AMIL DnAn n==AOrurwrr r& dCon matt ante • PROJECI RESIDEN SEND RE LOCA T I O REPRESENTING LIMITS TYPE MATERIAL Iva. DEPTH TO 12 ._ BELOW FINISHED GRADE DATE 2� G — 4-77 TESTED BY: CD-Afi�— IN PLACE DENSITY A INITIAL WT. TEST SAND 42. 8 WT. SAND RETAINED 12, C WT. SAND USED WT. SAND USED 't D TEST SAND DENSITY N E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING Z2-70 Gj VOLUME TEST HOLE DRY WT.' - ' H WT. EXC. SAMPLE + TARE 1 TARE WEIGHT In J WET WT. EXC. SAMPLE _ K WET DENSITY IN PLACE L DRY DENSITY IN PLACE UNC)EQ METHOb A MOISTURE SAMPLE FIELD LAB WET WT. MOLD NO. 1 DRY WT. 3 4 '-� MOIST. - M` N SP. GR. ROCK' WET WT. ROCK P DRY WT. ROCK Z2-70 WET WT. - DRY WT.' - ' Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R REMARKS: �`1) Test Method Calif. 216 -F 1 B- 1140 r METHOD ❑ B.[R SUM% A ARY RECORD WHOLE NUMBERS IN OPT, PLACE DENSITY I I I MOISTURE �UNDE RC =% TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL B MA AT END OF MONTH \RESIDENT ENGINEER (CITY ENGR.) BY Ass Na1NEfR raa,l -93.1 RELATIVE COMPACTION MAXIMUM DENSITY RATHOLE DATA . MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN 2 Q Q P WET WT. AT COMPACTION Z2-70 2322. Q DRY WT. COMP. SPEC. R % MOISTURE f 3. t 5-5 . CONDITION OF MOLD UNC)EQ OV E1Z S HT. COMPACTED SPECIMEN 11.23 T WET DENSITY 1 D V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q ='-jp Z ,qo VOLUMES, C. F. C= A— B E= C= D UNIT CONE +UNIT G= E- F K= 1+ G CONE .1667 - L =K +(100% +N) Q =O= (100 % +N) SM. RING 1 .0143 .1810 R = (P -Q) + Q V = FACTOR x Q+ 5 LG. RIN ;G.. -- . .0302 1 .1969 REMARKS: �`1) Test Method Calif. 216 -F 1 B- 1140 r METHOD ❑ B.[R SUM% A ARY RECORD WHOLE NUMBERS IN OPT, PLACE DENSITY I I I MOISTURE �UNDE RC =% TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL B MA AT END OF MONTH \RESIDENT ENGINEER (CITY ENGR.) BY Ass Na1NEfR raa,l -93.1 RELATIVE COMPACTION ❑Preliminory tests prior to aword of contract. ...ContMl tests on 91materials actually entering into works. !� PROJECT 6A'-"SIDE PR.. RESIDENT ENGINEER (INSPECTC SEND REPORT TO: CONSTRUC LOCATION 6A',eS 10 M )71 REPRESENTING LIMITS TYPE MATERIAI N DATE IN PLACE DENSITY Al INITIAL WT. TEST 5ANp 4G, 2 BI WT. SAND RETAINED" C WT. SAND USED 2 ,gU D TEST SAND "DENSITY ,'7 E VOLUME SAND USED J F VOLUME CONE + RING .) •,/ VOLUME TEST HOLE / H WT. EXC. SAMPLE +;TARE Z. , 1 TARE WEIGHT ' 3-30 J WET WT. EXC. SAMPLE J ,(e K WET DENSITY IN PLACE L DRY DENSITY IN PLACE COUNTY OF ORANGE ROAD DEPARTMENT LAS Material Testing Section / TEST N 1 ,,/. FIELD NO �O 3 _- RELATIVE COMPACTION caNT NO CON OF INITIAL WT. SPECIMEN N ct item If contract, use contract DATEREPTD. �`�`.'• %� % " N• p Q. ..AGENCY I t" LaJWI=MW7 I CONTRACTOR W M 17 C. ❑ AGENCY) MAINTENANCE. ❑ SUBD. ❑ Ja W jF' F. C. - RT LT OF (� STA DEPTH _ gtl_ _TO Atf� BELOW' F11 _TESTED METHOD A MOISTURE SAMPLE FIELD LAS _ WET WT, ,. MOLD NO. 1 ,,/. DRY WT. '.; 3 4 O INITIAL WT. SPECIMEN N SP. GR. ROCK'. WET WT. ROCK ' DRY WT. ROCK WET WT. -7 - DRY WT. COMP. SPEC. TOTAL DRY WT, % ROCK 'I CORR. MAX. DENSITY % MOISTURE REMARKS: i•Z Test Method Calif. 216•F r1 \ RESIDENT ENGINEER (CITY ENGR.) F3011- 83.1'' i ❑ BILLING WILL BE NU 1140 r x GRADE I METHOD. A ❑ B SUMMARY RECORD WHOLE NUMBERS IPLACE N OPT. DENSITY MOISTURE rrlvR RIC = /moo % TENT. RC = % SPECIFICATION, NL_% OF MONTH B Y MA 1A 3 E _ R RELATIVE,. COMPACTION 4 1 MAXIMUM DENSITY RATHOLE DATA • MOLD NO. 1 ,,/. 2 ; 3 4 O INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE ,p CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY O. E5 VI DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G= E- F K= J_ G CONE .1667 - L= K_(100ro +N) Q= 0_(100 % +N) SM. RING .0143 .1810 R = (P -Q) +.Q V = FACTOR x Q _ S LG. RING .0302 1 .1969- REMARKS: i•Z Test Method Calif. 216•F r1 \ RESIDENT ENGINEER (CITY ENGR.) F3011- 83.1'' i ❑ BILLING WILL BE NU 1140 r x GRADE I METHOD. A ❑ B SUMMARY RECORD WHOLE NUMBERS IPLACE N OPT. DENSITY MOISTURE rrlvR RIC = /moo % TENT. RC = % SPECIFICATION, NL_% OF MONTH B Y MA 1A 3 E _ R RELATIVE,. COMPACTION 4 1 y ❑ Preliminary tests prior COUNTY OF ORANGE to owo,d o contract. • ROAD DEPARTMENT 0 Material Testing Section TEST O. C, P� 9 FIELD N0 � _ 'I —/ RELATIVE COMPACTION CONT. NO.O Ld lOn}r01 tests On IW.O. OR P.O 'ORA i/F Pi UUU materials actually S,, -1-2-1-2449--k" 1�._ entering into works. )\A DATE RE PT D.3— %G If contract, use contract item PROJECT QA� SI OE tiR• —AGENCY- RESIDENT ENGINEER (INSPECTOR) INGLEEI(. CONTRACTOR U"—* VV ITE SEND REPORT TO: CONSTRUCTION ❑ AGENCY / MAINTENANCE ❑ SUBD. ❑ P RMITS ❑ LOCATION BRCS I DE, O R. R vu ICLFC_ RT LT OF r. STA I _ REPRESENTING LIMITS TYPE MATERIAL DEPTH iY TO 14 BELOW FINISHED GRADE DATE 3 -1 -1-7 TESTED BY: COATS IN PLACE DENSITY Al INITIAL WT. TEST SAND 4+40 B WT. SAND RETAINED ) (o, C WT. SAND USED 'Z 4_0 D TEST SAND DENSITY $1•'7 E VOLUME SAND USED 4.72 F VOLUME CONE + RING , 1$ G VOLUME TEST HOLE I Cuero 2 H WT. EX C. SAMPLE + TARE 2 1. O I TARE WEIGHT 3.2 J WET WT. EXC. SAMPLE .20 K WET DENSITY IN PLACE 9 L DRY. DENSITY IN PLACE GLOS METHOD A MOISTURE SAMPLE FIELD LAB WET WT. I MOLD NO. 1 DRY WT. 3 4' ro MOIST. M N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK 22 WET WT. - q DRY WT.'— :. Q TOTAL DRY WT: % ROCK CORR.MAX.DENSITY R REMARKS: i B• Test Method Calif. 216 -F METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE q'• �` UNOC Rc 9.7 % TENT. 11C % SPECIFICATION: NL_%, °i <: ❑ BILLING WILL BE DE T ENO-OF ONTH By RESIDENT ENGINEER (CITY ENGR.) ..'. MA RIA LSE E R \ 3011 -93.1 RELATIVE COMPACTION MAXIMUM DENSITY RATHOLE DATA *--I , I MOLD NO. 1 2 3 4' 01 INITIAL WT. SPECIMEN 2200 'Z P WET WT. AT COMPACTION 22 � 3 1 C) Q DRY WT. COMP. SPEC. R %MOISTURE 4-2.1 x'5.0 CONDITION OF MOLD GLOS S HT. COMPACTED SPECIMEN T WET DENSITY f• V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q =1302. O 'YpLUME5, C.F. C= A— B E= C'_ D UNIT CONE +UNIT G =E — F K =J =G CONE 1667 — L =K= (100',„ +N) Qa0= (100 % +N) SM. RING .0143 .1810 R = (P —Q) + Q V = FACTOR x Q+ S I LG. RING .0302 .1969 REMARKS: i B• Test Method Calif. 216 -F METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE q'• �` UNOC Rc 9.7 % TENT. 11C % SPECIFICATION: NL_%, °i <: ❑ BILLING WILL BE DE T ENO-OF ONTH By RESIDENT ENGINEER (CITY ENGR.) ..'. MA RIA LSE E R \ 3011 -93.1 RELATIVE COMPACTION Preliminar tests prior to award at contract. ±111 t LAB G Control tests on . toeterials actually C aittering into works. 4 D TEST SAND DENSITY PROJECT 4 E RESIDENT ENGINEER (INSPECTOR SEND REPORT TO: CONSTRUCT F LOCATION 01A'?L%L)5 rile., REPRESENTING LIMITS J COUNTY OF ORANGE ROAD DEPARTMENT,• Material Testing Section RELATIVE C11 VIRi6N N,S......n Nk tlit /9: . TYPE MATERIAL N•S• -DEPT �• DATF 3-17 - Gam_ _ TESTED RY:�[ // IN PLACE DENSITY ±111 WT. TEST SAND LAB B WT. SAND RETAINED .1 C _ WT. SAND USED 4 D TEST SAND DENSITY N E VOLUME SAND USED gQ F VOLUME CONE + RING , Gj VOLUME TEST HOLE DRY WT. ..- 3 H WT. EXC. SAMPLE + TARE .� I TARE WEIGHT 2. J WET WT. EXC. SAMPLE 4 K WET DENSITY IN PLACE f Q L DRY DENSITY IN PLACE GL.OSe TEST NO� Q cIF, r, Nil( - � CONTRACTOR -, vy,_I� I G LNQ SUBD.'❑ -Z1 ERMITS ❑ `� C, R :� LT OF CL STA - -TO BELOW FINISHED GRA511 METHOD A MOISTURE.-SAMPLE SUMMARY RECORD WHOLE NUMBERS FIELD LAB V WT. MOLD NO. .1 WT. 3 4 7 MOIST. M N .SP. GR. ROCK WET WT. ROCK -. P DRY WT. ROCK WET WT. - a•': DRY WT. ..- 3 Q TOTAL DRY WT. % ROCK.: CORR.MAX.DENSITY R • SUMMARY RECORD WHOLE NUMBERS MAXIMUM DENSITY RATHOLE DATA OPT. 12-7 MOLD NO. .1 2 3 4 01 INITIAL WT. SPECIMEN j. P WET WT. AT COMPACTION 'L3%$ Q DRY WT. COMP. SPEC. R % MOISTURE a•2. •1- CONDITION OF MOLD GL.OSe A W OV. S HT. COMPACTED SPECIMEN IO• .4 T WET DENSITY 'Z, 3.9 1 Z V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = v3 OZ. 40 VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G = E - F K =J + G CONE .1667 - L= K +(100% +N) Q =0-: (100 % +N) SM.RING .0143 .1810 R = (P Q) Q V = FACTOR x Q S LG RING 0302 1969 .REMARKS: 0 Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) F30,1 -83.1 90 ILA B�► METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN PLACE DENSITY )Z8 MOISTURE ' 4 c, RC I0 OPT. 12-7 UNDO % TENT. RC = % SPECIFICATION: NL_% Form CU -3 Exhibit T COLLIER- LOCAL TRANSPORTATION DEVIWPMENT ACT PROJECT STATP OR REQUEST FOR DEVIATIO UTHORIZATION I State of California Project No. 73 Z -L 8 Department of Public Works Division of Highways From: City ® County ❑ of (Through District Engineer) NEWPORT BEACH Date: 2/23167 Your concurrence or approval is requested in the use of 1.04¢ funds or re- ceipt of matching credit for the following project which: ® is designed in accordance with approved standards. D involves a deviation from approved standards. ❑ is designed to meet approved standards through "stage construction." DESCRIPTION OF PROJECT Name of Street or Road BAYSIDE DRIVE Termini PACIFIC COAST HIGHWAY TO 110' t SOUTHERLY OF ALOHA DRIVE Length 0.12 Miles. The proposed work consists of: ® Gradin ❑ Bridge ® Signals ® Curbs ® Prel. Engr. ®Constr. Engr. D Paving U R/W U Lighting ID Drainage ❑ Landscaping 00ther sIDEWALK (explain) and will be performed by: ❑ Day Labor D Contract D Subdivider ❑ Other (explain) under the direction of: ® City ❑ County ❑ State ❑ _ (other-explain) TRAFFIC ADT upon completion_ 12,000 DESIGN ADT. 20 0001 (Est, Iota 1 . 1 n all aneS ® 10 years after completion D 20 years after completion) GEOMETRIC SECTION STRUCTURAL SECTION Traffic Index 8.3 Note: Explain rea- Thickness and Type sons for e s than Surfacing standard wi the and thicknesses, special Base construction features, Subbase on r verse aide. sketches if' R- value Existing Proposed 7 Ultimate ❑ Other Method(see note) Existing LEFT SIDE MEDIAN 4 RIGHT SIDE 4 4 R/W H Lane Lane 0 P - � Width C: n Width Z I, s♦ P a> 9 o day +J m Cd a) o at�3:15 CO F7 `� a� u W a) Cd rrq 1 44 m N 0 co G, H .0 ri ri 'O ri "r ',s TJ H •-I •rl ,C W � H ,I~ 'O Cd .'�" co y T7 rl Cd •rl 'd CA .!+ V2 'O .'�.'' Cd 4� A '0 4� Cd Pq i, +� 'C W 4.) 4 CR 'CJ 41 i`! Cd ii 4� '0 �I H ro O 0 S4 '� r C O � C rl 0 4 .4 O Cd O •rl � X. rf P4 PA O O H H H H � O M 0 P� PA E-I 14 - - 1 0 8 12 40 60 RE8 12 -- 1z 0 10 1z -- 12 8 6 64 6 12 -- 12 0 10 12 -- 12 8 6 b4 b STRUCTURAL SECTION Traffic Index 8.3 Note: Explain rea- Thickness and Type sons for e s than Surfacing standard wi the and thicknesses, special Base construction features, Subbase on r verse aide. sketches if' R- value Existing Proposed 7 Ultimate ❑ Other Method(see note) Existing Proposed Ultimate 2 4 4 4 4 4 5 gi naTure authorizea authorize 5111cla.1 I HUNTER T. COOK COOPERATIVE PROJECTS ENGINEER Official e -o L_ FEBRUARY 14, 1967 TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: WIDENING OF BAYSIDE DRIVE, COAST HIGHWAY TO ALOHA DRIVE (C -io64) RECOMMENDATION: CONFIRM PUBLIC WORKS D3RECTOR'S APPROVAL OF CHANGE ORDER NUMBER 1. DISCUSSION: SECTION 4 -03 OF THE STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF PUBLIC WORKS IN THE CITY OF NEWPORT BEACH REQUIRES COUNCIL APPROVAL OF EXTRA WORK AMOUNTING TO 500.00 OR OVER. AFTER THE SUBJECT CONTRACT HAD BEEN AWARDED, THE IRVINE COMPANY REQUESTED A CHANGE. IN THE LOCATION OF THE FIRE HYDRANT ON THE WESTERLY SIDE OF BAYSIDE DRIVE TO FACILITATE FUTURE DRIVEWAY CONSTRUCTION IN THE AREA. IT WAS ALSO DECIDED TO PROVIDE A 6 -INCH WATER MAIN STUB INTO THE PROPERTY FOR USE BY A POSSIBLE FUTURE FIRE SPRINKLER SYSTEM. IN RELOCATING THE EXISTING WATER METERS TO A POSITION BEHIND THE NEW CURB, IT WAS ALSO FOUND THAT MOST OF THE EXISTING SERVICES WERE SUB- STANDARD. TO AVOID HAVING TO EXCAVATE IN THE NEW PAVEMENT IN THE FUTURE. IT WAS DECIDED TO RE -BUILD THESE SERVICES AT THIS TIME TO PRESENT CITY STANDARDS. DURING THE PLANNING STAGE IT WAS ASSUMED THAT BY CAREFUL CONSTRUCTION TWO EXISTING EUCALYPTUS TREES ON THE WEST SIDE OF BAYSIDE DRIVE MIGHT BE SAVED. IN SETTING THE CURB TO FINAL ALIGNMENT AND GRADE,IT BECANE NECESSARY TO ORDER THE TREES REMOVED BECAUSE OF EXTENSIVE DAMAGE TO THE ROOT SYSTEMS. CHANGE ORDER NUMBER 1 IN THE AMOUNT OF $1054.00 WAS ISSUED TO COVER THE ABOVE WORK. OF THIS TOTALS THE IRVINE COMPANY IS COMMITTED TO PAY $781.00. A PORTION OF THE ABOVE WORK ELIMINATES THE NEED FOR PERFORMING CERTAIN ITEMS;IN THE ORIGINAL CONTRACTp RESULTING IN A CREDIT OF $461.00. THE NET ADDITIONAL COST:TO THE CITY IS $620.00. SUFFICIENT FUNDS ARE AVAILABLE UNDER BUDGET NUMBER 50- 9297 -041. NO BUDGET AMENDMENT WILL BE NECESSARY. PM 4 \DEYLIN 1C S DIRECTOR :IN I _1 • i � s .0 JAINIANT $70 1467 TNt Invint Commv IaVNK# CALIFORNIA ATTENTIONI OAVt VATLON Switers ItevlslONs ro CNTv CONTRACT C -101 - ImmommatNr or SAVSIK halve. acNntotNe G'�o6 y IN ACCOROANCt WITH voYa KOIKSTi TOR Fiat w"ANT AT STATION 1+1 .7 18 8411110 LOCATLO TO STATION 1+* Tot rRlct re acce"Tt NK NvORANT WILL K #M Tools txcttee TM Paget NO open ta Wo1N1 ORIOInALLY INCLUNO IN TUC CONTRACT RV 1047140o IT Is UNDCUSTOOO THAT TNIS AO01TIou" COST WILL ar 001MIt BY Tat Invim CSN►ANv. WITU VWA CONCWaKNCtp TO AVOID rWVK TIILMCNIIN ACROSS TI! NSW tAVCNRNTI Wt WILL txTCNO TM 60 / OT" AT STATION 1+26.7 TO TIKtOK 0► Tilt STntET* TN1s STw NAT K YKO IN TM FWTWK TO rROVIK f 12 IItnVICt TO TM NEW RLSTAYaANT• TNL ADDITIONAL COST TO TUC IRVIM CONMNT WILL K Or*OL OWING THE LATOWT Or TIIt FRO►Osce cas AT STATION "0 IT Was 018eOY911119 THAT 00 OF TWO tsISTING EWCALYFTWS TRtts IN T119 FARNWAY CUCROACNtS INTO TUC CYRO. DOTN TOM WILL MONKY NAVC TO K at"me sm TO NOT C"TAmLeacau ftwVAL C"m ow nip w Tm COMTRACYOR is 12516 Toils A1NIWIIT sNOWIO ALso st AOKO To YpNI awa r ron rues pmacr, It YOW 11AVt ANY 0114STIONS OCOApINO Tut ADOVt ITCNS, Kt1st CALL IK. HTCIIN Vtav TINILY "URSA, NwTER T. COON Pn.Kcv CNSINtem I THE IRVINE COMPANY 13042 MYFORD ROAD, IRVINE, CALIFORNIA 92664 • TELEPHONE (714) 544 -0120 January 24, 1967 Mr. Hunter Cook City of Newport Beach Public Works Department 3300 West Newport Boulevard Newport Beach, California Subject: Bayside Drive Improvement Fire Hydrant Relocation Dear Mr. Cook: This letter is to verify acceptance of the change order not to exceed an additional Four Hundred and Seventy One Dollars ($471.00) covering relocation of a fire hydrant presently located at Station 1 +27 plus or minus. It is X understood that this fire hydrant will be relocated to Station 1 +53.91 in order to provide for a future drive- way. Very truly yours, d A. Kaylor ect Enginee DAK /mz RECEIVED JAN 261961 PUBLIC WORKS Uu lm THE IRVINE COMPANY 13042 MYFORD ROAD, IRVINE, CALIFORNIA 92664 - TELEPHONE (714) 644 -0120 January 16, 1967 Mr- Hunter Cook City of Newport Beach Public Works Department 3300 West Newport Boulevard Newport Beach, California Subject: Bayside Drive Improvement Dear Mr. Cook: This letter is to verify the location of driveways and other improvements shown on the improvement plan for Bayside Drive, Pacific Coast Highway to Aloha Drive, dated January 11, 1966., In order not to delay construction of the improvements, the plan is approved with the following exceptions: r� 1- Construction of sidewalk and driveway aprons be deleted on the westerly side of Bayside Drive from Station 1 +30.91 to Station 2 +53.30- 2- Construction of combination curb and gutter on the westerly side of Bayside Drive from Station 1 +30.91 to Station'1 +50.91 \ be deleted. ? T- I 3. That relocation of an ower pole, light post, telephone /r conduit stub -up, fire v ran water me , gas meter, sign or any other obstruction not to be plate between Station 1 +15.91 to Station 1 +50.91 and Station 2 +32,30 and 2+74.30 - (4�n +r This morning I received from the Edison Company the improvement plans for Bayside Drive showing the overhead electrical lines to be installed behind the curb line on the westerly side on Bayside ,,Drive- The plans indicate removal of Power Pole #1141688E and �+ relocation of Power Pole #1371033E. Installation of the sidewalk on the westerly side of Bayside Drive should be held until the above underground installation is complete. RECD` ►1 /F 0 JAN 171961 'y PUBLIC WORM DEPT. Mr. Hunter Cook -2- January 16, 1967 I would appreciate it if you would keep Mr. Davies of the Edison Company, Huntington Beach office, informed on any change in the construction schedules. Very / truly yours, DAK /bcj David A. Project STATE OF 0 TRANSPORTATION AGENCY DEPARTMENT OF PUBLIC WORKS DIVISION OF HI(�HWAYS DISTRICT 7 be revised to conform to a minimum of two 101 lanes maintained P. O. BOX 2304, LOS ANGELES P0054 Phone: 620 -3660 January 10, 1967 o 0 V R 'AN QZ Mr. Benjamin B. Nolan City of Newport Beach 3300 Newport Boulevard Newport Beach, California Dear Mr. Nolan: c -10(-L( EDMUND 0. BROWN, Go rm, (C) Ora- 001 -18.08 We have reviewed your request for an encroachment permit to construct roadway improvements on the south side of Pacific Coast Highway, Ora- 001 - 18.08, at Bayside Drive and have the following comments: el 1) The proposed driveways on Pacific Coast Highway and ONL Bayside Drive encroach approximately 6.51 too much into the curb return area. This must be reduced to one - eighth the arc. I ti ��, Upon receipt of five sets of revised plans signed by the City Engineer, review will continue. 6) The structural section must consist of 4" of A.C. over 8" of A.B. Yours very truly, Jack H. Smith AV, Assistant District Engineer Maintenann�ce// /_ Y P. R. Reed District Permit Engineer Attchs. cc: Messrs. Rime, Huseby rf., �; �. 2) Section X, Paragraph "C" of the Specifications must be revised to conform to a minimum of two 101 lanes maintained in each direction on Pacific Coast Highway. �r 3) Section XX of the Specifications must be replaced with the attached Specifications. 4) Crosswalk and pocket striping plans must be submitted for our review. 5) The pole at the southeast corner must be relocated �I to a position southeast of the driveway and 21 of clearance must be maintained between the top of the "X" distance and the yr face of the pole. I ti ��, Upon receipt of five sets of revised plans signed by the City Engineer, review will continue. 6) The structural section must consist of 4" of A.C. over 8" of A.B. Yours very truly, Jack H. Smith AV, Assistant District Engineer Maintenann�ce// /_ Y P. R. Reed District Permit Engineer Attchs. cc: Messrs. Rime, Huseby rf., �; �. Constructing Traffic Islands Constructing Traffic Islands shall include removing raised traffic bars, traffic stripes, constructing portland cement concrete curbs, including reinforcement and dowels, aggregate base and asphalt concrete. a. Removing Raised Traffic Bars Raised traffic bars shall be removed to the fullest extent possible from the pavement by any method that does not materially damage the surface or texture of the pavement or surfacing. Should any such damage occur, it shall be repaired at the Contractor's expense and no additional compensation will be allowed therefor. b. Removing Traffic Stripes Shall C Traffic stripes to be removed will be as shown on the plans or as designated by the Engineer. Traffic stripes and markings shall be removed from the pavement surface by sandblasting. Traffic stripes and pavement markings shall be removed to the fullest extent possible from the pavement without materially damaging the surface or texture of the pavement.or surfacing. Sand or other material deposited on the pavement as a result of removing traffic stripes and markings shall be removed as the work progresses. Accumulation of sand or other material which might interfere with drainage or might constitute a hazard to traffic will not be permitted. Traffic stripes shall be removed before any change is made in the traffic pattern. C. Aggregate Base Aggregate for aggregate base shall consist of a crushed product of stone or gravel. It shall be free from vegetable matter and other deleterious substances and conform to the following gradation: Sieve Sizes Percentage Passing 1" 100 3/4" 90 -100 No. 4 35 -55 No. 30 10 -30 No. 200 2 -9 Aggregate base shall be delivered to the roadbed as uniform mixtures and each layer shall be spread in one operation. Segregation shall be avoided and the base shall be free from pockets of coarse or fine material. Aggregate base shall be compacted to a relative compaction of 95% as determined by Test Method No. California 216. d. Asphalt Concrete Asphalt concrete shall be subject to the following spreading and compacting requirements. Asphalt concrete shall be produced from commercially available asphalt and aggregates. requirements: required. The asphalt concrete shall conform to the following 1. Asphalt concrete shall be produced at a central mixing plant. 2. The grading of the aggregate shall conform to the 3/4 inch maximum, medium, of the State Standard Specifi- cations. 3. Asphalt binder to be mixed with the aggregate shall be between 3 percent and 7 percent by weight of the dry aggregate as determined by the Engineer. 4. Spreading and compacting shall be performed by such means as to produce an asphalt concrete surfacing of uniform smoothness, texture, and density. Prime coat, paint binder, and seal coat will not be e. Concrete Curbs Class B concrete (curbs) shall be produced from commercially available aggregate and cement and shall contain not less than 5 sacks of cement per cubic yard. f. Bar Reinforcing Steel Bar reinforcing steel shall be of the deformed type, commercially available, and the size shown on the plans. g. Payment The contract lump sum price paid for constructing traffic Islands shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doidn� all the work involved as shown on the plans, as specified herein an a directed by the Engineer. -2- CITY OF NEWPORT BEACH N° 8322 Recevied F om ...... ............................... 3..:.................... -.... $.�SP9.° �...< .a � .cy n..y 14G � i s �ofiA rifir/m s... n ACCOUNT NO. AMOUNT ]] DEPARTMENT: K.v J.S � f ,ATE OF CALIFORNIA — HIGHWAY TRANSPORTATION AGENCY EDMUND G. BROWN, Governor DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS o DISTRICT VII, P.O. BOX 4304, LOS ANGELES 90054 Phone: 620 -3660 January lo, 1967 Xr. Benjamin B. Nolan City of Newport Beach 3300 Newport Boulevard Newport Beach, California Dear Mr. Nolan: (C) Ora -001 -18.08 We have reviewed your request for an encroachment permit to construct roadway improvements on the south side of Pacific Coast Highway, Ora -001- 18.06, at Bayside Drive and have the following com,TBents: 1) The proposed driveways on Pacific Coast Highway and Bayside Drive encroach approximately 6.51 too much into the curb return area. This must be reduced to one - eighth the arc. 2) section X, Paragraph "C" of the Specifications must be revised to conform to a minimum of two 101 lanes maintained in each direction on Pacific Coast Highway. 3) Section XX of the Specifications must be replaced with the attached Specifications. 4) Crosswalk and pocket striping plans must be submitted for our review. 5) The pole at the southeast corner must be relocated to a position southeast of the driveway and 21 of clearance must be maintained between the top of the "X" distance and the face of the pole. 6) The structural section must consist of 4" of A.C. over 8" of A.B. Upon receipt of five sets of revised plans signed by the City Engineer, review will continue. Yours very truly, Jack H. Smith Assistant District Engineer Maintenance " r!Wnal Siryned by P. R. Recd P. R. Reed am sum District Permit Engineer Attehs . cc: Nesers. Rime, Huseby `' - DECtMetR 220, 19" THE IRVINE COMPANY IRVINE CALIFORNIA ATTENTIONS DAVE KAYLOII SUBJECTS IMPROVEMENT OF BAYSIDE DRIVE FROM PACIFIC COAST HIGM/AY TO ALOHA DRIVE. GeNTLEMENt THE COST SUMMARY FOR THE BAYSIDE PROJECT FORWARDED WITH OUR LETTER OF DECtMBEit 20, 19" INCLUDED CONSTRUCTION ONLY, ENGINEERING CWTS TO OATS HAVE TOTALED $2*. THE IRVINE COMPANY SHARE WILL BE 7930/19,517 X $280 n 01175. THIS AMOUNT SHOULD BE ADDED TO THE $7950 PREVIOUSLY REPORTED. VERY TRULY YOURS, HUNTER T. COOK PROJECT ENGINEER HTC%IN JL c -��y A.- STATE OF CALIFORNIA — TRANSPORTATION AGENCY EDMUND G. BROWN, Governor DEPARTMENT OF PUBLIC WORKS O DIVISION OF HIGHWAYS DISTRICT VII, P.O. BOX 2304, LOS ANGELES 90034 ptaember 20, 2966 vrl -tlrs- I 1641 072rs? - 157201 T -1777 Ns, Laura Lagiaas Acting City Clark city of Newport Beech 3300 V. Newport eaulevard NeWort B"ch, California rear Ms. Logics attoenod ere two copses of fatly sxeeut" Agreanlent so. 2`J)2 covering City -5tat! wticipstion In the vo &t of modifying traffic signals and highway light- ing and constructing, channelisation at flea int0"INCUan of pacific Coast Highway anal Bayaide Mire. Very truly yours, A. W, HOY rmpaty pistriat lftlneer Cr.iginal Sig -ed By G. L. Russell 0, L. Russell Asst. Mstri.et Regineer CAT ida Attach cat Acetg Prog, & Budgets Const , City & Co. Proj. Design B AKQoldin Bl3Clark Joseph T. Dovlin, rir. Put, s<ka. / RECFI'VED" DEC 2719 &g PUBLIC WORX6 ut pj, I 6 y 1 07907 1572.0 1 2 3 t9 4 A 0 R$ M EE R N . _ 2 5 6 The City of Newport Beach, a body politic and a 7 municipal corporation of the State of California* hereinafter 8 referred to as "CITY",* and the State of California, Department 9 of Public Works$ Division of Highwaya; hereinafter referred 10 to as ":3TAT3% do enter into the following agreements 11 UHMMSP State and City contemplate modification 12 of traffic control signal system said highway lighting and 13 construction of awbed median ehannelissatton on State Highway 14 Route 1 (Pacific Coast Highway) at the intersection of Bayside 15 Drive with state Highway Route 07 -ora -1 18,1 (Pacific Coast 16 Highway), all within the City of Newport Beach, and desire to 17 specify the proportionato share of the costs that are to be 18 borne by City and State and to arrange, herein for maintenance; 20 21 For and in oonsideration of the covenants and conditions# 22 to be inept and performed by State as set forth herein, City 23 agrees 24 (a) To modify the traffic control signal system and 25 highway lighting and construct the channelissation hereinbefore 26 mentioneed, through construction by City forces, or by contracts 27 with construction contractors licensed by the State of California„ 28 said contracts to be carried out in accordance with the lass 29 governing City with reference to the character of the work to 30 be done thereunders and to be completed in conformity with plans 31 9 E 1 2 and specifications of City or State, and to the satisfaction of 3 and subject to the approval of State, 4 (b) To bear the entire expense of preparation of plans 5 and specifications, except where prepared by :Mate, and City's 6 share of expense of the construction engineering costs, and 7 construction costs rewaired to modify the traffic control 8 gijznal system and highway lighting referred to herein such 9 chore to be a »uzn bearing the same proportion to the total cost 10 of modification of the traffic control signal system and highway 11 lighting as the nwber of leas of hied ways under Jurisdiction of 12 citg at tho tnterseet on involved, a" to the total number of 13 legs of highways at such intersection, 14 (c) To reimburse State for Cityss .proportionate share 15 of the cost of general maintenance and operation of said traffic 16 control signal system and highway lighting in the manner pro- 17 vided in that Agreement for Maintenance of State Highways in 18 the City which is in offset at the time said costs arise, 19 s-C G x. 20 For and in consideration of the covenants and 21 conditions to be kept and performed by city as set forth in this 22 Agreements state agreesa 23 (a) To reimburse City prompstly upon rendition of 24 statement therefor, the entire expense of the construction 25 engineering poste, including assessments for indirect charges to 26 be made at current rates, and Construction coats rocfuired to 27 complete the channelisation referred to herein, and State's 28 share of expense of the construction engineering costs and 29 construction costs required to modify the traffic control 30 signal system and highway lighting referred to herein, such 31 share to be a sum bearing the same proportion to the total .e- 2 cost of modification of traffic control signal system and 3 highway lighting as the number of legs of highways under juris- 4 diction of State at the intersection involved, bears to the 5 total number of legs of highways at such intersection. 6 It is estimated that State's share is $12,000: 7 ,,ignals � and Lighting $10#00U 00U 8 Channelization $ 2,UUi7 9 The actual amount of State's share will be determined after the 10 traffic control signal and highway lighting modification and it channelization construction are completed, but in no event shall j 12 State's share exceed $12,000 unless otherwise provided in a 13 subsequent agreement between City and ;state. 14 (b) State will maintain and operate the entire traffic 15 control signal system and highway lighting as constructed. 16 SaCTICN III IT L: ]AWTUALLY UIMERSTOOD AND AGPJM: 18 (a) That neither State nor any officer or employee 19 thereof shall be responsible for any damage or liability occurr- 20 ing by reason of anything done or omitted to be done by City 21 under or in connection with any work, authority or jurisdiction 22 23 delegated to City under this Agreement. It is also understood 24 and agreed that, pursuant to Government Code z;ection 695.49 25 City shall fully indemnify and hold .:state harmless from any 26 liability imposed for injury (as defined by Government Code 27 Section £10.6) occurring by reason of anything done or omitted 28 to be done by City under or in connection with any work, 29 authority or Jurisdiction delegated to City under this Agreement. 30 (b) That neither City nor any officer or employee 31 thereof is responsible for any damage or liability occurring by reason of anything done or omitted to be done by :State under -3- 1 2 Or in connection with any work, authority or jurisdiction not 3 delegated to City under this Agreement. It is also understood 4 and agreed that, pursuant to Government Code Section 5 State shall fully indemnify and hold City harmless from any 6 liability imposed for injury (as defined by {government Code 7 Section 810.5) occurring by reason of anything done or omitted 8 to be done by State under or in connection with any work, 9 authority or jurisdiction not delegated to City under this 10 Agreement. 11 IN WITNESS A'HSREOF, the parties hereto have caused 12 this Agreement to be executed by their respective officers, duly 13 authorized by the City, this of lrr� 4 1911 , 14 and by the State, this OP& day of 6eTz,-,-4 , 19 � 6 M STATE OF CALIFORNIA 16 Department of Public works Division of Highways 17 18 J. C. WOMACK 19 State Highway Engineer 20 21 22 �% ", IgI 23 ,�� IW� �� -• _. 24 25 APPROVED AS TO FORM: 26 27 TULLY H. SEYMOUR9 City `Attorney 28 29 30 31 ..4 Byty StaU- H � ay Engineer v CITY OF NEWPORT BEACH BY yo BY City er 12/ 1 2- 3. 4 5 6 7 8 9 10 11 12 23 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 SQMVN MD. OF Tl� CITI, I(W TIMCITY OV, MrOWT MA" AWAADIWS *,==t- YOR M IMMN MENT of "YS IWRIVR #*W mcwz �;t T A]`r9 7C Zc, ALOM DUS (CGIVAOW bO- 1"4) %IWm4S pwgg%4*t to d%* noclga 1xvicift. bLds, for work cousistizz of tba iVWVY4*Wmt of Saysido Drive frm Iracifia co"t Sigimay m Aloha Drive in the City of Nesport beach, is with s'AW Plan& a" spoeifioatimsp boretofot* a4apt"V Ist"L war* ratisivoi ou ;;be 19th day of *6w6W>*r$ 1966, and publialy Ore"d and declared; A" WIMM"I it "P*ars that tb* lowest responsiblo bidder therefor is 2. La WkAt* may NOW* Ta=FM,o a 1-Z WJMVSD that rho b14 of 21. L., White componyx in As amount of $410"t."i be Socept0d. and that the contract for the aoustraction work be awarded to said Wrier. ag IT MKIWR x"mm %hat tho mayar. and city Clark are bereby anthorixed MW dit"ted to oxnauto a 0matv"t I& acoord- awao with dw spocifio*tieaso bid and this award an behalf of rho City Of VoWpOrL Be"U, and t"c the City Clark be direet*d to furnish an, oxecutod *opy to do swKig."ful bidder. A I MWMI) "a 21th day, Vkf,l 1)0-cember mayor ATTISTs • DECEMBER 27y 1966 TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: IMPROVEMENT OF SAYSIDE DRIVE FROM PACIFIC COAST HIGHWAY TO ALOHA DRIVE (CONTRACT NO. 1064) RECOMMENDATION: ADOPT A RESOLUTION AWARDING THE CONTRACT.TO E.L. WHITE COMPANY FOR $41,089.09 AND AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE THE CONTRACT. DISCUSSION: FI.VE BIDS WERE RECEIVED IN THE OFFICE OF THE CITY CLERK AND OPENED AT 10:00 A.N. ON DECEMBER 19, 1966. BIDDER TOTAL E.L. WHITE COMPANY GARDEN GROVE. $41,089.09 GRIFFITH COMPANY COSTA MESA 42,653•6o D.C. MURALT COMPANY SAN CLEMENTE 43046.40 SULLY - MILLER CONTRACTING COMPANY ORANGE 43,269.95 R.W. MCCLELLAN AND SONS COSTA MESA 439935.56 j- 4 THE LOW 010 IS 0.9% ABOVE THE ENGINEERS ESTIMATE OF $40y734.60. AN ERROR BY THE CONSULTING ENGINEER IN COMPUTING THE QUANTITIES OF ASPHALTIC CONCRETES AGGREGATE BASE AND ASPHALTIC PAVEMENT REMOVAL AS INCLUDED IN THE CONTRACT PROPOSALS WAS DISCOVERED JUST PRIOR TO OPENING BIDS, WHEN THE CORRECTED QUANTITIES ARE MULTIPLIED TIMES THE UNIT PRICES FOR THE ITEMS OF THE LOW BIDDER, THE CONSTRUCTION COST IS INCREASED APPROXIMATELY $2x800. THE TOTAL CORRECTED COST OF THE PROJECT I52 CONSTRUCTION $41,1oo + $2,800 43000 ENGINEERING COST 35000 TESTING AND CONTINGENCIES 3#100 50'000 SUBJECTS (CONTRACT N0. 1o64) PAGE 2 Y IN ADDITION TO THE ABOVE, ',INSPECTION WILL BE PROVIDED BY CITY FORCES, WITH REIMBURSEMENT TO BE PROVIDED BY THE IRVINE COMPANY AND BY THE STATE IN PROPORTION TO THEIR SHARE OF THE CONSTRUCTION COSTS. THE CONSTRUCTION WILL BE FUNDED AS FOLLOWS: CITY (SECTION 156.1 GAS TAX) CITY WATER FUND) THE IRVINE COMPANY STATE DIVISION OF HIGHWAYS $27f400 1,600 am 12 000 TOTAL $502,000 GAS TAX FUNDS IN THE AMOUNT OF $152500 ARE PRESENTLY APPROPRIATED FOR THE CITY SHARE OF THE PROJECT IN ACCOUNT NOS. 19- 3349 -029 AND 19- 3373 -029. WATER FUNDS ARE AVAILABLE IN ACCOUNT NO. 50- 9297 -041. THE CITY SHARE INCLUSION OF ADDITIONAL OF 13AYSIDE DRIVE BEYOND PREPARED, AND BY THE IN ADDITIONAL LANE WIDTH. AT A LATER DATE FOR THE OF THE COST OF THE PROJECT HAS BEEN INCREASED BY THE STREET RECONSTRUCTION IN THE EXISTING IMPROVED PORTION THAT CONTEMPLATED WHEN THE BUDGET ESTIMATE WAS :LUSION OF PAVEMENT WIDENING ON COAST HIGHWAY TO PROVIDE IT IS POSSIBLE THAT THE STATE MAY REIMBURSE THE CITY LATTER WORK. NEGOTIATIONS ARE CONTINUING ON THIS MATTER. A BUDGET AMENDMENT FOR THIS PROJECT IS BEING PRESENTED FOR COUNCIL CONSIDERATION TO INCREASE THE GAS TAX APPROPRIATION AND TO SET UP ANTICIPATED REVENUES FROM THE IRVINE COMPANY AND FROM THE STATE. COOPERATIVE FINANCING AGREEMENTS WITH THE IRVINE COMPANY AND WITH THE STATE WERE APPROVED BY THE COUNCIL ON NOVEMBER 14, 1966. THE IRVINE COMPANY IS FINANCING THE COSTS OF CURB AND GUTTER, DRIVE APPROACHES, SIDEWALK, A STORM DRAIN CROSSING AT ALOHA DRIVE,.AND PROVIDING THE ADDITIONAL RIGHT -OF -WAY NEEDED. THE STATE DIVISION OF HIGHWAYS IS FINANCING THE COST OF ONE -HALF OF THE TRAFFIC SIGNAL MODIFICATIONS, AND THE CHANNELIZATION IN COAST HIGHWAY. THE CITY IS FINANCING THE COST OF THE PAVING WORK IN BAYSIDE DRIVE AND ONE -HALF OF THE TRAFFIC SIGNAL MODIFICATIONS. VACATION. THE ESTIMATED COMPLETION DATE IS MARCH 15, 1967, PRIOR TO EASTER PH 1 EVLIN IC WO S DIRECTOR :IH Y RAUB, BEIN, FRUBT & ASSOCIATES ENGIf4EERS & SURVEYORS MONK 541' -"= P. O. Box 119 136 ROCHESTER STREET Cad TA MESA. CALIFORNIA Deeember 19th, 1966 City of Newport Beach - City: Hall 3300 Newport Boulevard Newport Beach California. Attention: Mr. Hunter Cook: Dear Hunter: In accordance with our conversation, enclosed are two copies of the cost estimate for the Bayside Drive Improvements and Pacific Coast Highway Intersection for your Project No. 1064 which have been re- vised to include the total pavement and base quantities for the expended job. We have revised the Improvement Plan Title Sheet to show the total quantities and if you will notify me of the number you would like to have, I will forward to you the corrected Improvement Drawings. 1�CV .5� A' X1.°'3 T1r.✓ Very truly yours, RAUB, BEIN, FROST & ASSOCIATES RWB /a: Robert W. Bein/ ENCLS: Civil Engineer RECEIVED DEC 211966 PUBLIC WORKS DEPT. RAUB • BEIN• FROST & ASSOCIATES CIVIL ENGINEERS & LAND SURVEYORS F.QEL//y!. COST ,EST /�Y1ATE BY DATE /9 DE--, SUBJECT FOR B/iY+ �i SHEET NO. OF_/- BTtYiY. coi9sr,ywY. � ,ALOrf�A Orr'. a ITEM DESCRIPTION QUANTITY UNIT COST ITEM COST TOTAL .Z STRE"BT /.�fF�.S'DIiEiYIE.YTS A. EXCAI�siT /OH 400 ��' 2. ° %I 800. O° B TYPE %1" P.cc. Cilfg sdTf�,P dc'-Ar -�70 L.f 2 o °�G,f 800, 00 C, TYi°E %I x PC.C, CUfTB e GUTTL`rP 6" . 300 GF. CURB F GU7TE,p E. T/PE 'B� P• G C. G/,46 OiYLY 6 "c.F. 75 L.F. �1, 00/_, F. 2'rrfSFyrpLT GCZYC.9E7E �°�!� /�Y6' 2� 7ONS 8 ao�ary 2,/2 B. °O 2 "A•C. LEaEClrYG c/I�'F FE�ITH.�P 4.c'/ ToyS B. °O�ro,Y 3,/04 °° // r9GG/i'EGstTE BASE 412 T°NS aO°lTaw /,236 00 4760 0 -4-a116-,44 2r3�8. DO T. TAc/T GOAT] S9 —/ Q7✓1' GAL, 0, 46 %64G. I.7 7, 50 K. Pc.c. S/OEwr9Lii 3,.906 S.F 0, 35s:F. ,//92. 'D L, PC.C. COrli/yl O/�llE!!'flYA�Pli'Orlcy /50DS.F p85 /s w A! l?6Vm2F OX /ST. GelefB O. RE/%90YE EX/sT. r9 c. Pr1!%EiJff�.Y7 /g B66F Q, os �F 97,30 P, RE/jf°vE EX /sr. �-/lfr � O�IysJP.°ifb.9CN �q6 �'F. p, 2O�s F. ��9. 2O Q CDAST H /Grt�/1/.9l' //%°AOYE�YI /�rA !//JfP .o;? 71 /5 � /NTFfISfCT /O/I� S/GiYf1G/Zr9T/o!Y / E� t/h1P sd/JY /6000. °O 3609.2$ 7Z /s/•9TEiP /%li1�iQ0!/.E/Y%EiYTS r9S f�'E.AL,sJCE 2 "pf �C. His/TfP Hi/Tlr'2y� cu. //2 G,f, � ° %F. 9.9'8 °O ,�?. REGOG<JTE �X /ST.F /h'E//!'oryi7�vT 2.Efi 2✓O. °OEA, 500. °° C !>'EGOC/lTE -X/Sr /Y/IT�iP /J/ETE�Ps 9 6f% 20, .7I1' STOR/l9 Oi7A /N /r�Pf�OIrE��iYTS A 3a /2 a;� .D. Gu.PB /rYGET srR//cTU•t'E' / EA 7.50. °O�ZA. 75"0.0° F P /PE /iYGET W1,711 6f(fi745 CaIrER /z;- • -,5000 � I J6� oa f JPfiY/°/iE r. i a c -/nGy DECEMBER 20p 19" THE IRVINE COMPANY IRVINE CALIFORNIA ATTENTIONS DAVE KAYLOR/EGORpoN JONES SUBJECT: IMPROVEMENT OF BAYSIDE DRIVE FROM PACIFIC COAST HIGHWAY To ALOHA DRIVE. GENTLEMEN: 8108 FOR THE SUBJECT PROJECT WERE RECEIVED BY THE CITY ON DECEMBER 19, 1966. A COPY OF THE BID SUMMARY IS ATTACHED FOR YOUR INFORMATION. THE SUMMARY WAS BEENIMARKED IN RED TO DENOTE THE ITEMS WHICH FALL WITHIN THE RESPONSIBILITY OF THE IRVINE COMPANY. IT IS EXPECTED THAT THE TOTAL OF $79F MAY BE SOMEWHAT REDUCED WHEN DETAILS OF THE IMPROVEMENT MODIFICATIONS ALONG THE WESTWAY SIDE ARE FIRMED UP. SINCE THE CONTRACT MUST BE AWARDED ON PRICE BIDS IT IS REQUESTED THAT 47950 BE DEPOSITED WIT" THE CITY TREASURER. AN ADJUSTMENT WILL BE MADE UPON COMREETION OF THE CONTRACT. IF YOU HAVE ANY QUESTIONS, 00 NOT HESITATE TO CALL ME. VERY TRULY YOUR2 HuNTER T. COOK PROJECT ENGINEER HTC31" ENc. i o •rte 1 ,z ..� w, u niC 2 > 1 m 0 -q 0:i nom P4 IN I NI ra NC: rt.. Cash Kil E, CS Nb ro kl) 4 c Ira Ij 31 y. Ila A ka PD > 1 m 0 -q 0:i nom > 1 I ,M n --I E rn M 'K C- 0 :j r- U Gu o", ��`\'��Iy IN. V\s it E NNE 0 ra la. I j i � � j � � s > I ,M n --I E rn M 'K C- 0 :j r- U Gu STATE OF CALIFORNIA — TRANSPORTATION AGENCY EDMUND G. BROWN, Governor DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS DISTRICT VII, P.O. BOX 2304, LOS ANGELES 90054 December 12, 1p66 39 Projectp49 Section 186.1 (o7 -ora -1 -18.1) Mr. Ben Nolan City Engineer City f Newport Beaqh 3300 Went Newport Donlevard Newport Beach, California Dear Sirt Your proposal to finance 22 Project 49 with Collier -Unruh funds is approved. The expenditure will cover the City +s share of the Co- operative Project which provides for the improvement of Pacific Coast Highway at Bayside Drive. State forces will design the project and City forces will handle construction engineering work. Very truly yours„ A. C. SIRNIE Deputy District Engineer 01 ?,� I Si."Tr - -d A. A. Slmlth A. A. SKITS Assistant District Engineer SEP 151966 0 G T 2 5 1 uw66 City Beach March 7 n. cart:::vnt of Public Works 3300 ?'eRpoxt Blvd. 1551 Newport Beach, California 9272 nt.tns t's. Hunter Cook roul:ass Billing No. 1 for the Engineering and Survey— IF Ing services com?leted as authorized by you in acccrdance with our agreem.eat• for the preparation of °ttr.ee.t Improvement Plana r -;r lay:side Drive between :•'acific Coact iiir,•nray and :A.lAha Drive, as outlined belowe 66 . Fi.e.ld.Tocogra�,hy A. Fiala Survey Crew 13 hrs. ? 30.00 y 390.00 H. Supe:rvi.: on 9 'r.rs. ,y 15.00 13 :.00 y 525.00 I. of Srcprovement Plans A. Feyirtered Bugirneer 9 hrs. (; 20.00 $ 197.00 ' B. Design & Calculations 19 hrs. ^a 15.00 285.00 C. Drafting 19 hrs. �D 11.00 207.00 x 674.00 $1199.00 Blueorinting 7.09 >5 $ 206.09 RECEIVED OCT 2 7 1966 PUBLIC VW KK%j STATEMENT • RAUB; REIN, FROST & ASSOCIATES ENGINEERS & SURVEYORS PHONE 548 -7723 P. O. BOX III 136 ROCHESTER STREET COSTA MESA. CALIFORNIA TO: City of Newport Beach DATE November 21 1966 3300 Newport Blvd. .g- Newport Beach, California �j7�ry YOUR ORDER Joe NO 9663 Attn: Mr. Ben Nolan OTATEMENT DUE WHEN RENDERED - INTEREST CHARGED ON PAST DUE ACCOUNTS Engineering and Surveying services completed in accordance with your P. 0. 43784 for the preparation of Construction Drawings for the proposed Storm Drain system within Bayside Drive northerly of Aloha Drive, Newport Beach, California. I. Field Investigation A. Field Survey Crew 11 hrs. 31,00 $341.00 B. Supervision 5 hrs. 15.00 75.00 1$416.00 II. Preparation of Improvement Mans A. Registered Engineer 9 hrs. 20.00 $180.00 B. Design & Calculations 19 hrs. 15.00 285.00 C. Drafting 31 hrs. 12.00 372.00 $837.00 $1253.00 Blueprinting 2.53 i2 `r $1255.53 V� W F W Q m r. m W Q U 0 Ul Ned < Q W d rc �o F 111 w V N � W d ❑N xW it LL. tiW��< % 111 Z O n.-v 'j W W W m ci n s o i m o > � m O C U u ° w V a.4 u R 043 U a3i J 0) w- E m 4) 0 N F_s k i >+ po � c� .1 al MO N V AMz 0 12 i v m k 0 m W ° i F m W m i W m W O W 0II u� w ma CF W xw F .q ti .) JJ aJ 4 O O O O N N 1 O O O O O O N N N 61. t9• FH M• O N � c > O O O O O O O O O O •'t Q) 0 000 O 000 V)000 II) Q > U k . 41 '1 c N C Pr 0 0 ,l1 OOO 01 •.i > b EN �P m tO SrV }J N M 0 JJ H m ri JJ H O li 1a tPr c t!! N tfl- U NU OOp 000 Ica000 R. ro u a) 000 m o 0 o H o 0 O m c rt w u y . a C Jt 4+3 N N.AH dJ N11 r-4 fn 1,71 -4 .+ o -ci � o ro m r, E� <� C) E Ufi . > 0)�0 r- ro m )mt t-f Si m Sa N)m.) 0wSi Si •Ciro V a, c roAxA 3 AxA NASA of 0 f6 3 •rl r-I N�1n Ol mMM EH N01 < t <�w w N v' A 7 +J a) - q Si O c m V m > m \- .c R. 0) a) C m c M C 7 4J O >m EStO (a k0 Nk & 0 -I rt (D a) -11 0 v Ti A a) ,1 O C� 's4 iJ x N > (1) v v (D 43 a) 41 1� 074JA OCb c(a Nero �- w M a) ti 14 r-1 .-I ro vi .i j N m> 0. M 7 •.i a MO It CP 0 Q (14 ul 010 •11 E C U w m c U W C u • N w '1 It H W r-1 .,i c W ,-i >, W ri '0 +J jr A 4+ 'O U N 14 'O U b U NCmm 00) as a) a) M -lJ 0) P7 .0 w 0 0) N 14 M w H -6 b) -? O C a) E O c a) c w 41 a) C 0 a) c L= •"" N rl 0 41 C -.i 0 0 +) c +i +) C +i N 04 -A N 014.) 0) N 0) -P c to O)1) V V HENw V -<.r4 w CE -H -Hw 0.1.,<w W V •� O (D ro ro U) m ra O a) M m b vi O) m to W Ll W U 111 m C St (1) a) N •rl > a) W tt m a) N St C fo zfl,gq +J 0(x 00 m U) m $-r r6 Q, •r1 N N CO N 7 .-1 >, a) 'O Rr V N U O a t6 N 11 'C� O S. lJ C Ol H C1 OJ •� U -rl • THE IRVINE COMPANY 13042 MYFORD ROAD, IRVINE, CALIFORNIA 92664 • TELEPHONE (714) 544 -0120 December 9, 1966 City of Newport Beach Public Works Department 3300 West Newport Boulevard Newport Beach, California Attention Mr. Hunter T. Cook Subject: Bayside Drive Improvement Gentlemen: This is to acknowledge receipt of proposed improvement plans for Bayside Drive between Aloha Drive and Pacific Coast High- way. c /'�'& y Indications are that driveway locations have not been verified and some changes are anticipated prior to construction. It is my opinion that these changes will not affect the bidding date of December 19, 1966, however, must be verified prior to con- struction. DAK /bcj Your very truly, D &'vid A. Kay Project Engi er RECEIVED DEC 12 190, PUBLIC WMIS DEPT. TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR NOVEMBER 282 1966 SUBJECT: IMPROVEMENT OF BAYSIDE DRIVE FROM PACIFIC COAST HIGHWAY TO ALOHA DRIVE CONTRACT NO. 1064 RECOMMENDATIONS: 1. APPROVE THE PLANS AND SPECIFICATIONS. 2. AUTHORIZE THE CITY CLERK TO ADVERTISE FOR BIDS TO BE OPENED AT 10:00 A.M. ON DECEMBER 19, 1966. DISCUSSION: THE PROJECT WILL PROVIDE FOR WIDENING BAYSIDE DRIVE APPROXIMATELY 24 FEET TO ALLOW FOR A LEFT TURN LANE AND FOUR TRAVEL LANES SOUTHERLY OF PACIFIC COAST HIGHWAY. IT WILL ALSO INCLUDE MODIFICATIONS TO THE EXISTING TRAFFIC SIGNAL AT PACIFIC COAST HIGHWAY TO ACCOMMODATE THE STREET WIDENING AND TO FACILITATE THE INCREASING FLOW OF TRAFFIC THROUGH THE INTERSECTION. THE SIGNAL MODIFICATIONS INCORPORATE 3 PHASE OPERATION IN ORDER TO PROVIDE GREEN ARROWS FOR LEFT TURNS FROM THE COAST HIGHWAY. THE TOTAL ESTIMATED COST OF THE PROJECT, INCLUDING ENGINEERING, IS $45,000. FINANCING WILL BE PROVIDED AS FOLLOWS: CITY (186.1 GAS `TAX FUND) CITY (WATER FUND) THE IRVINE COMPANY STATE DIVISION OF HIGHWAYS $22,400 pun I,500 • •• 12,000 TOTAL $45,000 THE AMOUNT OF GAS TAX FUNDS PRESENTLY APPROPRIATED FOR THE CITY SHARE OF THE PROJECT IS $18j5OO; $1,500 IN ACCOUNT NO. 19- 3349 -029, AND $17,000 IN ACCOUNT NO. 19- 3373 -029. WATER FUNDS ARE AVAILABLE IN ACCOUNT N0. 50- 9297 -041. A BUDGET AMENDMENT WILL BE SUBMITTED FOR COUNCIL CONSIDERATION UPON RECEIPT OF BIDS. SUFFICIENT SECTION 186.1 GAS TAX FUNDS ARE AVAILABLE FOR THE CITY SHARE OF THE WORK. COOPERATIVE FINANCING AGREEMENTS WITH THE IRVINE COMPANY AND WITH THE STATE WERE APPROVED BY THE COUNCIL ON NOVEMBER 14, 1966. THE IRVINE COMPANY IS FINANCING THE COSTS OF CURB AND GUTTER, DRIVE APPROACHES, SIDEWALK, A STORM DRAIN CROSSING AT ALOHA DRIVE, AND PROVIDING THE ADDITIONAL RIGHT OF WAY NEEDED. THE STATE DIVISION OF HIGHWAYS IS FINANCING THE COST OF ONE -HALF OF THE TRAFFIC SIGNAL MODIFICATIONS, AND THE CHANNELIZATION AND ROADWORK IN COAST HIGHWAY. THE CITY IS FINANCING THE COST OF THE PAVING WORK IN BAYSIDE DRIVE AND ONE -HALF OF THE TRAFFIC SIGNAL MODIFICATIONS. THE ESTIMATED DATE OF COMPLETION IS MARCH 15, 1967- i /J 7SE DEVL IN 'W KS DIRECTOR J CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD DATE*C To: DIvIS1oM or HIGNWAv/ P.O. Box 230$0 TcRNINAL Amtx Los ANGELES, CALIrORH1A, ATTENTION: MR. P,R, REED, PERMIT SECTION SUBJECT: A►►LICATIOH ran EMCROACNNEHT PERMIT AT PACIrIC COAST HIoNWAY AND BAYSIDE DRIVE WE ARE TRANSMITTING THE FOLLOWING: N0. COPIES 2 5 SETS 5 SETS REMARKS: IPT ION APPLICATION root ENCRoACNNEHT PERMIT CITY Or NEWPO T BEACN DRAWING R.50 SHtcTs (1) . 115) root CONTRACT No. SPcC1r1CAT1ONS roe CONTRACT No. 1064 TUC NOOIrICATIONS TO TNC LXISTING SIGNAL AT PCH AND BAYsIDc DR,, THE MEDIAN oN PCH AND TNC WIDcNING on TNt NORTNERLv slot or PCH, WERE ocSIsIKD sT DISTRICT VII• TN1s WORK WILL BE ACCOMPLISHED AS A COOPERATIVE PROJECT IN CONJUNCTION WITH TUC CITY ►ROJECT TO WIDEN BAVsioc DR. TNt DETAILS Or Tut wiocutNG or BATsIDC DRIVE AT PCH NAvc act* COORDIHATED WtTN TNt TRArr#c SECTION* IT IS EXPECTED THAT TUC CONTRACT INCLUDING THE YORK COVERED OT THE MQUISTIO PERMIT WILL BE AWARDED PRIOR TO JANUARY 1i 1967- CONSTRUCTION MUST BEGIN EARLY IN JANUARY TO ALLOW CONPLCT10N Or THE STRICT AND soon" voox PRIOR TO EASTER vACAT1oH WHEN NEAR MAXIMUM TRArriC VOLYMES CAN K LXPICTID. WE WILL TOCatrORE AvoincoATE ANY ASSISTANCE YOU CAN GIVE TOWNRO ISSUING THE PERMIT PRIOR TO JANUARY I, ...)oea..c <fti- wnrvuG l°w� (1� CoFSNW,T� ,peoN TO 4A 9Yee �V'TO R10.91r..% 113 Aµfl WArcw 1 COPIES TO: BY: TRArrlc ATTNI Mo. A, GoLom HUNTER T. Coast PROJECT Eastman No Apyi4a...fE.ee SE - Application for Encroachment Permit Date NDYtxwR 25p 1966 To the DEPAETMBNT OF PUBLIC WORKS DIVISION OF HIGHWAYS Gentlemen: The undersigned hereby applies for permission to excavate, construct and /or otherwise encroach on State Highway right of way by performing the following work: i. R[LOCAT9 ANO OMS" TRAFFIC SIGNAL AT iCM AND DAYS109 DRIVE Applicant will daccibe hue fully what he wishu w do wing maw elde cr wtn theses if eemaary .[s AnAilap Cm WIG, RaQ194 SHT (4) 4W (g). 2. GONstsnCT Ilt@lAN q/ mLgAS1ON Am wisca NGGTIotHLY soot or PCH PCs ATTAgetD Cae NO* Re97Q'$a SM (5) Or (S). I. CAU TRUCT CURS01 GUTTC*p 6RIVC A"N&" tsj slDtwALKy T"Pr /t ISLAND Awe sAviss waymin Toot PCM Rai(, As sNGNN ON TNC ATTACHED CO DRVW. • P40 Suva ( w (3). SYACB FOR SKETCH. SUBMIT DETAILED PLANS IF AVAILABLE on the State Highway in the county of URANGt T -WA -I -18.1 lic Appant will ewn hen accurately the Ioeetioe of the wok which Its dwim w do, gi<ks the sate ifighwq routs, sectioned eezineela aatiow, if PouiMe and agrees to do the work in accordance with your roles and regulations and subject to your inspection and approval. kwmioo iIOL A, AN // Applicant will prigt,w sypej s / • ' Agnvww of aPPticae[ CItY or Ntw►ORT kACH 33M Ntwsmn BLwoa 1kw►ORT kACMa CALIF. Permit kew l Peet oda.ddnw Forth P -1 REV. NorE: This form mutt be signed by Applicant or Andsoriztd Agent set. was. M. 11 -e2 saw © Be. r n sec (12) i� 2 1 3! 4 5 6' 7. 8' 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 0 IMPORT BEAS AUTHORIZING ft, UNUT 07 VPAS, the City of Newport Beach and Tto trains Company desire to widen and improve a portion of ayaida.Br#ft lying be- ea Pwifie Coast Highway =A Aloha Drive wd.to provide fer acquisitieu of the additional right of way necessary thereiari aad WHOSAS, there has been presented to the City Council of the City of Xswport Beach an agreement between the City and The Irvine Company providing for the above- described *aft and right of way inquisition, with the cost of said work to be shared by the City and said company in the manner set out the Lein; and ViMRW& the City CourAil has considered the tateea and conditions of said agreement and feud thew to be fair and to the mutual advantage of the parties;` XN, IMUMMO WIT 8.9ID that said agreement is approved and the mayor and city Clerk are bez*by authorised and directed to ouseuta the same an behalf 0.f the city +9 Newport IE' AVOPM this 74th day of t , 1%6. V Ht yor ATTRST: Iy-' ` I J.. * ]aem 1 2 MS At l' .egad ant�sQ into this �7 day, 3 of - ..- .--��a , � g 19ii r by and berwtos ' ' IR, 4 COY, s hest Virginia .corporation, laereina" tefarred to as 5 the "company," and the CM,OV Xt"mI ISKRw a municipal ea rpo r- 6 ationo hereinafter referrid to as the "city." 7G'ITALt 8 A. The City and the Company desire to widen and ifto 9 that portion of sayside Drive lying betsepa fteitr Coast High - 10 way and Aloha Drivea, as delineated on a .attachad hereto 11 marked abibit "A" and by this reference made a part hayreof, 12 shattft the cost thereof as provided for herein. 13 a. It is the mutual desire of the parties hereto to 14 provide feat acquisition. of the ddditimell right of ray momessory 15 for the widening of Eayside Drives. 16 17 O 'YU. -in coaxidesation of the mutual benefits, 18 covenant* and conditions herein contained,, the parties hereto 19 agree as lallowst z0 1. Company shall by Easement goad canny to City a 21 strip of land taut feet wide an the Westerly .side of existing' 22 saysids Drive and s strip of land twelve feet wide on the Easterly 23 side of existing 8ayside Drive between Pacific Coast Highway and 24 Aloha Drive for the purpose of widening Mayside Drive. The 25 Rasemment used or Deeds to be executed by Company pursuant 26 hereto shall be executed co currently with the execution of this 27 agreement and shall be delivered to city.' 28 Z. City shall prepare or arrange for the preparation 29 of all plans and specifications for the widening of Hayside 30 Drive, hereinafter referred to as the "parojee:t.." Plans and 31 specifications shall be pro pared by or under the supervision of 32 a registered Civil Saginser licensed by the State of California LI ON 2 3 4I 51 7� I 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 ane, small be subject to tba1,Awroval of Company prior to the advertisement of a notic*,Anviting bids foot the cMitruction work. 3. City shall award a public wotM contract fft the project in conformity with the public bid procedure set forth in Section 1114 of the City Charter. 4, Company shall reimburse City Or the portion of the total cost of the widening of Ssyside Drive which shall be attributable to the remoXa;,sQ1 g �tggs is ceners side nolks. cur, bs, gutters, driveways, approaches, and aav ci�per existing concrete structure other than existing concrete traffic signal standard bases that are within the existing or future right of wary, and true ¢anstruc4Ioa of new conerite sideeoalks: curbs, �uttars� Xi an aaorosches and a +torn drain system in bays'& llrive at Aloha Drive. S. City *hall pay the portion of the sontract price attributable to this resaval of old paving, the relocation of public utility facilities as required, and the repaving of the widened attest between the future concrete curbs as delineated on Exhibit "A" attached hereto. 6. Cit�and Company shall share the cost of eaaitseer- inng, inapeetion, surveying, `tea in the ratio that the portion payable by each provided in Paragraphs 4 and 5 shall bear to the total cost of the items enumerated in Paragraphs 4 and 5. 7. City agrees to indemnify Company against and to hold Company harmless frcua any loss of or damage to any property or injury or death of any person whomsoever proximately,caused in whole or in part by negligence of City, .'its employees, agents or contractors or by any act or omission for which Cerny, its employees, agents or contractors are liable without fault in the exercise of the rights heroin granted, save and except in those 2. _ y� l 1 Lastasess Where such loss Ow 400ge or injury or death is prox. 21 imately caused in whole or part by any negligence of Comanys its 3 employees or agents or by any act or mission for which Company's 4 employees or agents are liable without fault. 5 IN VPMMSS WHUWF Company has caused this agraument 6 to In exscuted by its officers thereunto do y authorised *MA 7 City has eeused this agreement to be execyted by its officials 8 thereunto duly authorised by resolution of the City Councils as 9 of the day and year first above written. 10 11 THE IRV= CnetB'AXT 12 BY <�� 'ii i`PF"Mdent 13 / r� 14 'L Assistant `Socretsry 15 16 CITY OF 118ii. T ARACH 17 By 18 yor 19 AFBRAVED AS 1O FM: / Attest!.. . 20 Tully R. Seymour A,14 21 City Attorney Acting G/CL2ir;MJL�._ 22 23 24 25 26 27 28 29 30 31 32 3. a; .... ._. , . .ate ....+ ...._.. .t._2L..z . .....'v xmv+A. °. u. ..... ....mt._ y A Sr C s 0 srq � Oki KEY TO SYMBOLS lO EXISTING CONCRETE CURBS. OEXISTING CONCQETE CURES TO BE RE- MOVED BY THE IQVINE COMPANY. 3O NEW C0I4CQETZ CURBS TO BE. CON - STQLICTED BY THE IQVINE COMPANY. ® EXlSTING PQOPERTY LINE TO BE QE- LOCATED. OLOCATION OF NEW PQOPffQTY LINE TO BE DEDICATED BY THE MVINE CO. OEXISTING PQOPERTY LILAC TO RE.- MAtN AS IS. O7 LIMITATION OF WALKWAY AND PUBLIC 4TILITY EASEMENT FOR PUBLIC USE BY TUE 0XVINE CO. 8O EXISTING. LOT L %NCS. LEGEND. INDICATES A%tEA IN WHICH T%4E CITY OF NEWPOQT BEACH SHALL ZA BE QESPONSIBL R LY E FU ASPHA WOQw- ..... INDICATES AQ.EA IN WHICH THE IRVINE COMPANY SHALL QE- SPON 5IBLE FOQ A.L.L. ALL CONIC-METE WORK CSIDGWALICS, DQIVEWAY APPD.OACHES P, CUD.B f GUTTERS), THE IRVINE COMPANY L3042 MYFORD ROAD, IRVINE, CALIFORNIA, 544 -0120 DATE I DRAWN BY CHECKED BY OVEgL JULY 1,1964 .1 A0. V. ALOHA DQ. 'PRWATE) �7 �i dLi Ip m OU V - -r 0 0 \s'p. 4- 0�V �O PK'p h� BAYSIDE INN LEASE Vu !ocr SCALE LE5AY SI PE P Q I V L AGREEMENT T -THE IQVIME Cat{. CITY OF NEWPORT BEACH m DRAWING NO. .; ., :ET OF 74B - 15 _ L .. j ,g LE5AY SI PE P Q I V L AGREEMENT T -THE IQVIME Cat{. CITY OF NEWPORT BEACH m DRAWING NO. .; ., :ET OF 74B - 15 _ L .. j HOVEMBcm 15, 1966 A.W. HOY Division OF HIGHWAYS P.O. YOX 2304i TERMINAL ANNEX ' LOS ANGELES,, CALIFORNIA ATTENTIOns MR. A. QotolN SUBJECTS TRAFFIC SIGNAL MODIFICATION) PACIFIC COAST HIGHWAY AT SAYSIDt DRIVE Rcrl 7-MA -1 18.1 GENTLENCH9 THIS MILL CONFIRM OUR DISCUSSION OF NOVEMBER 11 REGARDING THE CONSTRUCTION Or THE CURB RETURN AT THE WOUTHWEBTERLY CORNER OF THE SUBJECT INTMECTION. PLANS ARE PRESENTLY BEING PREPARED BY THE LESSEE FOR THE REARRANGEMENT OF THE PRIVATE IMPROVEMENTS AT THE SOUTHWESTERLY CORNER. THOSE RELOCATION$ ARE SCHEDULED FOR AT THAT TINE THE REMAINING CURB AND GUTTER WILL Be CONSTRUCTED. THE OWNER HAS AGREES TO FINANCE THE CURB AND GUTTER AROUND THE RETURN IN ADDITION TO THE OTHER CURB PLANNED ADJACENT TO HIS PROPERTY. IN VIEW Or THIS, WE PROPOSE TO ALLOW HIM TO CONSTRUCT IT ALONO WITH HIS IMPROVEMENT RELOCATION PROJECT. RATHER THAN TRY TO INCLUDE A PORTION Or THE CURB WITH THE SUBJECT JOB, IF VE CAN OE OF FURTHER ASSISTAMCCp PLEASE CALL ME. VERY TRULY YOURSO HUNTER T. COOK PROJECT ENGINEER HTCSNAJ CITY OF NEWPORT BEACH CALIFORNIA,;,,: 4'ce November 16, 1966 :?0y, Deputy District n*neer Depart rent of Public Works Division of Highwa)M -, AMstrict 7 P. 0. Box 2304 Los Angeles, California 90054 Attention: Judy Varela .Dear Sir: Enclosed for execution.by the State are the original and four duly executed conies of Ag-reement No. 2092, a cooperative_ agreement between the City of Newport Beach and State of California for channelization and signal modifications_ at Bayside Drive and Pacific Coast Highway. Also enclosed are two certified copies of Resolution No. 5464, adopted by the City Council at its meeting on November 16, which authorized the execution of subject agreement. Upon execution by the State, please return tic copies to this office. VerT truly yours, Laura Lagios Acting City Cler}: City of Newport Beach LL:dg Encl. (7) cc: Public Works Department E TO: CITY COUNCIL NOVEMBER 14, 1966 FROM: PUBLIC WORKS DIRECTOR SUBJECT: IMPROVEMENT OF BAYSIDE DRIVE FROM PACIFIC COAST HIGHWAY TO ALOHA RECOMMENDATIONS: I. ADOPT A RESOLUTION AUTHORIZING THE MAYOR AND THE CITY CLERK TO EXECUTE A COOPERATIVE AGREEMENT WITH THE STATE FOR CHANNELIZATION AND SIGNAL MODIFICATIONS. Z. ADOPT A RESOLUTION AUTHORIZING THE MAYOR AND THE CITY CLERK TO EXECUTE A COOPERATIVE AGREEMENT WITH THE IRVINE COMPANY FOR THE CONSTRUCTION OF IMPROVEMENTS ON BAYSIDE DRIVE. 3. ADOPT A RESOLUTION ACCEPTING EASEMENTS FOR STREET AND HIGHWAY PURPOSES FROM BAYSIDE DRIVE TO ALOHA DRIVE. DISCUSSION: THE PROJECT WILL PROVIDE FOR WIDENING BAYSIDE DRIVE APPROXIMATELY 24 FEET TO ALLOW FOR A LEFT TURN LANE AND FOUR TRAVEL LANES SOUTHERLY OF PACIFIC COAST HIGHWAY. IT WILL, ALSO INCLUDE MODIFICIATIONS TO THE EXISTING TRAFFIC SIGNAL AT PACIFIC COAST HIGHWAY TO ACCOMMODATE THE STREET WIDENING AND TO FACILITATE THE INCREASING FLOW OF TRAFFIC THROUGH THE INTERSECTION. THE SIGNAL MODIFICATIONS INCORPORATE 3.PHASE OPERATION IN ORDER TO PROVIDE GREEN ARROWS FOR LEFT TURNS FROM THE COAST HIGHWAY. -THE SUBJECT IMPROVEMENT IS INCLUDED IN THIS YEAR'S BUDGET. FyNDS IN THE AMOUNT OF $178000 HAVE BEEN APPROPRIATED IN ACCOUNT NO. 19 -337 039,:' _? THE CITY WILL FINANCE THE CONSTRUCTION OF THE ROADWAY AND ONE -HALF OF THE COST OF THE SIGNAL MODIFICATION. THE IRVINE COMPANY WILL FUND FOR CURBS, GUTTERS, DRIVE APPROACHES, SIDEWALKS, AND A STORM GRAIN CROSSING AT ALOHA DRIVE. THE STATE WILL FINANCE ONE -HALF OF THE SIGNAL MODIFICATIONS AND ALL LEFT TURN CHANNELIZATION ON PACIFIC COAST HIGHWAY. THE PLANS AND SPECIFICATIONS ARE NEARLY COMPLETE AND WILL BE SUBMITTED FOR COUNCIL APPROVAL PRIOR TO ADVERTISING TOGETHER WITH A FINAL ESTIMATE OF THE COST OF THE PROJECT. J SEPH DEVLIN P BLIC W S DIRECTOR TC:NAJ Li/ % APPROVED BY CITY COufJCI�. CITY (W JUVMT DEACH November 10. 1966 To: City Clerk From: City Attorney Subjects Agreement #2092 with the State of California Transmitted are the following: 1. The original and five copies of Agreement No. 2092 betwean the City and the State providing for modification of traffic control signal system and highway lighting and construction of curbed median channelization on State Highway Route 1 at Sayside Drive, which have been approved as to form by me. 2. A resolution which, if adopted by the City Council, will authorize execution of the agreement on behalf of the City. 3. A copy of transmittal letter dated October 31. 1966, to the Director of Public Works from G. L. Russell, Asst. District Enineer of the Division of Highways, setting out the require- ments of the State for execution and transmittal of the agree - ment. The Public Works Director has requested that this matter be pre- sented to the Council at the meeting on November 1$, 1966. Tully H. Seymour THS :mec City Attorney Atte. cc City Manager Public Works Director•✓ APPROVED BY CITY COUNCIL 1961L 1 2 3 4 i 5 61 7 A 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 (12) A Ugitu=lW OF T G� 1L tly T" CITY a i�Tgel3rAcuu Ay�4a��:", O �wpi�&p:�g�'ffiw��E� FEUCCUTIGN OF A WHWASO a writtea►.gontraet entitled "Age t No. 20920 La which tba City of Sevpowt Beach and the State of Ca.lifor Ara parties, leas been prepared and submitted to the City Coomail, whisk contract provides for the modification of traffic coM**1 signal system and highwW lighting and umotzuction of eurbed me4 channelisation as State Highway houte 1 (t'aa Uia Ce"t i &Iway) at the intersection of bayside Drive with Ststt AiStaty Rout* 07 -0ra•1 181.1 (rasif is Coast ii 4bway), all within the City of l Newport Beath; and , the eontracz Provides that tics city And State would share the cost of said signal system and Ye*m*y lighting msaiilitatiou sad curbed median e!-.amelisation project; as sat forth thereta; sad WORM, the City Covincil bas serioved the terms of said contrast and determined it to be in the interests of the City and the improvements to be necessary; Now$ TliUFWS BE M "SOLM that the City Council hereby approves said contrast end the Mayor and City Clark are hereby authorized and directed to *::scuts the samo on behalf of the City of Newport Beach. AWPTW this , day of November, It", III I t city ar 2 A fwX809=10M OF Tag r0ITY CQW= OF =Y Of 3 Ammm A own a 4 WHEiZ469 fto IvWUM Y. a iiatt Vir 00"09* 5 atift, bAS MACUted ani� to the City, of Saw Von lita*sh a 6 avmt of g4owmato, w€ i h gauLs to Uke City an **memmt for etmt 7 and hUbway purposes over all s:"t aartala land Stem in "a 8 %irY Of Moport U&4ti i, Caraway of Or 3g** that* of Celiffh . dins+ as follsws A 10 ?Ak= l E 11 TUt portion of Rocks A and 94 of Irviase'ea Subavtatimn 12 as per record" In Wok i AB oil if o"l+ ' sd pups in tbA ofd of fine County Amoorder 13 of said sWouty described as follonse USAMAUS 14 t &t names Vtb*Vly s+4tWt Of Lot '"��• asp are"140d in Hosts is$ $ it" 13 to 15 mi as mAosuaw us maps. oermar l also a #pe iintdG on tba #"1 Carly 16 right of way Ilene of Ssyral a llriva, 60.0$ qat yi.deli as #honm on said cract thsessae North SS 14 00 17 West "4.73 foot alb � Houthseieaaa rly riot of y Use to the Ne of a t WAV" caomea ve 18 Nowthwesterly having a radius of 50.00 feast; shames lieztbssrsaCSerly 49.47 f;,ew►f: &Imm 4 said ass" dal said �tarly right of way Iias �► angla of 19 56 Al 02'` to a V4nt of +r� With amd" rl 20 rat Of line of lera l � Riot ?it y„ 100.10 daseribod the deed to thi� State of Kalif ►rain ra000v"d fNay 30 133 7,, Naga 3 21 of Offlaial Iscords, said Lut herly riot of 'may 22 lisaw b4ing a tangent cu"O comers" motherly a radius of, 1150.8 foot, a radlall to s point 23 the iNsszsx d 051-314 Aiast, said point also the begion of a C curve Soutfinasrszly 24 having a m as of 41, ftrst# tbxm* soutboasterly 40.72 foot aloft last ment" 25 foot &UM& a lids► 26 Southrrs rl ef' � the parallel a descr bed above foot "Worth i5 00 list 444.73 foot to the Mortis - 27 lm*terlyline of said Lot *'V`*i dwmw North 64' "1 00" 9"t 4.00 feat aloeeg said iNosrtiwestsrly 1fase to the 28 point Of Vii. 29 frstL 2 e 30 That portion of Wt *'K" Traae Xo. 403 es per map amor4od in Beek 161P peg 13 to lA inclusive, 31 of KLA"Ilammous Alaps in tM of fps of rbs county fRaaase der of said qty, lying Horeheastesly 32 i of the folly described Lim; vC"IA Lot f tt Swath 6i1 4# " 2 4.00 feat ircuum tub tit Ib l�1► � " fi. uth 2121 � ate 30 fast, 110" or 3 , 11 wr— e aa of Mayti" eves 60.00 - t vide, as w en on said 4 tract. to this lastly Brae of said lot, sold 5 Westerly hxir. �� s of 25.00 tact an era 6 � t9of 39.27 swat: and a central a�is of ge 7 PAN= 3 a 8 That ppesrt on of al+ r 54 a" 94 of Irmo&& ►- divisi re as per am recos ed in BOOk I peas a 9 of ticiaemiiaa�"" �rd is rasa efh7m of tbo 10 t'Y Reeoa'der of said C t`y datAd"besd as f011aras t 11 Cc inn at taps ixataraastisrn of tars a inter line of 11wifia a asst H y, U*.00 fear uLde as 12 da"ribe d in the 4"d is the State of Cali lomia, racaerabed PAY 209 1931 A 487 3 of Official 13 tear"* with the 17� JUse at limp Drive, SLa . JO fast.. i3 -m , "a rib" in the 4"it to the Conant��Aof sam¢sorded Jww 11, 1936 tat boots S �° = m of Official fiords; thew* 14 South 2S 61 a East 50.50 fat aloe, said arat�t sx 15 lies Of &&y#J4w"ftjVO to tb& t XV* Point of bft 4a­ 16 taing on tier Southerly aright of awry line Of said FaaUts Goast �yar sAJU Southerly right of .Nay 7 lien belay a nan- t uw "+eaa 5icit►tbarly having a radius Of� 5t► +� fast, a. sradisl to said 18 I + 22 feats morth P 010 East; tholk" sttatly •. w " s` 2 44 21 to a point on a wn— t aa1� 19 cave Sasterly s "dims of 272. ip faoe, a radial Of last sma w to said point bears 20 " asza North 1T" 32" 39' sweet; tbsne Soettherly 4pi44. � #Oat alb said cinsare an m*l.e..Q 97 41 21 I 21"; tleeusae South 23' l4 `° treat 817.53 faa4 ales a Lim Parallel with and distant 42.00 22 feet Mortbe+aseaarly :dam said atemfeer Of bay - 23 sift Drive then" AwAth tl4• � tits Wert•42.t� test to t d ter lies:; ci mwe North 28 14 24 I 00" 'Woot 402.09 feet: sloes said seater lim to time tr4m point of beginning. 25 suasm to any and all existing osa4owts and rights of 26 way of T"Ord or apparent; 27 grad 28 , it i.e to the interest: of the City to sa 40ps ?9 I amid O rmat of Lasament for. ~b purposes; 30 I , 2$ a Is IT "SWAM that Ilsld Great of 94&0- 31 1 smut is 3wreeby aarse<ptlyd and the City Clash is anatharisad and di.rr. 32 li ftted to exacute and acta4h tbamro a o estift"te of acceptalme I! 1' 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 I j 20 21 22 23 24 25 26 27 28 29 30 31 32 G'_�oay STATE OF CALIFORNIA — HIGHWAY TRANSPORTATION AGENCY EDMUND G. BROWN, Gorormr DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS DISTRICT 7 P. O. BOX 2304, LOS ANGELES 90054 October 31, 1966 07 -Ora -1 18.1 07207 - 157201 T -1777 Mr. Joseph T. Devlin Director of Public Works City of Newport Beach 3300 West Newport Boulevard Newport Beach, California Dear Mr. Devlin: Reference is made to proposed modification of traffic signals and highway lighting and construction of curbed median channelization at the intersection of Pacific Coast Highway and Bayside Drive. Attached are the original and five copies of a City -State Participation Agreement No. 2092 covering costs. When the agreement is executed on behalf of the City, please return the original and two copies, as well as two certified copies of resolution by City Council authorizing that the agreement be approved, and we will transmit them to our Headquarters Office for execution on behalf of the State. One fully executed copy will be returned later for your files. Only the original and first copy of this agreement need be fully executed. The remaining copy may be stamped to indicate names of City officials signing and date signed. Very truly yours, A. W. HOY Deputy District Engineer O. L. Russell Asst. District�E�nwgiineer CAT:db Attach (6) PUBLIC DEPT+ THE IRVINE COMPANY 13042 MVFORD ROAD, IRVINE, CALIFORNIA 92664 • TELEPHONE (714) 644 -0120 October 24, 1966 City of Newport Beach 3300 West Newport Boulevard Newport Beach, California Attention Mr. Hunter T. Cook Subject: Cooperative Agreement for the Improvement of Bayside Drive from Pacific Coast Highway to Aloha Drive Gentlemen: Enclosed are the original and two copies of the subject Agreement that has been executed by The Irvine Company. Please date, execute, and return the copy marked for The Irvine Company when this Agreement has been approved by your City Council. GBJ /cjz Encls. Very truly yours, Gordon B. Jones Project Engineer EO o�� 27 IS* oEe�- t39 -y' STATE OF CALIFORNIA — HIGHWAY TRANSPORTATION AGENCY EDMUND G. BROWN, Gonmor DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS DISTRICT 7 P. O. BOX 2304, LOS ANGELES 90054 August 8, 1966 7 -0ra -1 18.1 T -1777 07207 - 157201 Ref: Your letter 6/15/66 Mr. Benjamin Nolan City Engineer City of Newport Beach 3300 West Newport Blvd. Newport Beach, California Dear Mr. Nolan: Approval has been received to include our proposed project to modify signals and channelization at Pacific Coast Highway and Bayside Drive in the City's street widening contract. Upon receipt of the Cityls final estimate of costs, a cooperative agreement will be forwarded for execution on behalf of the City. The signal and channelization plans will be forwarded to you in the near future. JMV:gj Very truly yours, A. W. HOY Depu,,��ty District Engineer G/;/ u&a�d -v Asst. District Engineer RECEIVED AUG 16196£ PUBLIC WORK$ DEM JARJmz 10 -21 -65 A strip of land not more than 4.00 feet wide at its widest point of that portion of Block 54 of Irvine's Subdivision in the City of Newport Beach, in the County of Orange, State of California, as said Subdivision is shown on a map recorded in Book 1, page 88, of Miscei- laneous Record Maps in the office of the County Recorder of said Country for the purpose of a public walkway and public utilities lying between the existing Northwesterly prolongation of the Westerly right of way line of Bayside Drive as shown on a map of Tract 4003, said map being recorded in Book 188, page 14 of Miscellaneous Maps in the office of said County Recorder and the following described line: Beginning at engineers station 53+15.34 on the center- line of the Pacific Coast Highway as described in a deed recorded in Book 830, page 217 of Official Records, records of said county; thence South 02° 50' 46" East 50.00 feet along the radial line to said engineer's station to a point on the Southerly right of way line of said highway, said point being the beginning of a curve concave Southerly having a radius of 1950.00 feet; thence Easterly 366.60 feet along said curve through an angle of 10° 46' 16" to a point which has a radial that bears North 8° 05' 31" East, said point being the true point of beginning, said point being also the beginning of a compound curve concave Southwesterly having a radius of 41.11 feet; thence Southeasterly 40.66 feet along said curve through an angle of 56° 40' 29" to the beginning of a tangent line that is parallel with and distant Southwesterly 4.00 feet measured at right angles from said Westerly right of way line of Bayside Drive; thence South 250 14' 00" East, 452.15 feet along said parallel line to an intersection with the Northwesterly line of lot "K" of said Tract 4003, said intersection being South 64° 46' 00" West 4.00 feet from the most Northerly corner of said lot "K" along the North- westerly line of said lot "K!'. Im TITLE - E:XSF-mr-wC , -ro crry..-oF- %A%wpotLl-T--. THE IRVINE COMPANY 5E#&c-lA FOV- *Tkf- 13042 MYFORD ROAD, IRVINE, CALIFORNIA, 5440120 Pubt-lic -1 CHECKED , DiZINO NO DATE DRAWN BY BY OVERUY r SHEET .-- -.OF.----- .. .. ..... ... ... ,� , 3P� �.� �0�, �i��` _ Q�g�1� z p. >;r - �•�. �R��� i DEC 181964 ' ataa NVO J& so 1iilsen o7�$ Jtr. N: M. iii W MOU Or laelfia bout 1110MV At Baside DISIVO, C7 • 9sagre�4 - S9�'S�1 A" M& is a Mort *r a► trtffia Snveatlastia MUM" tsw`Auctaed to detemine tb* advisability Ot .. pffYU1,4 existing traffie sivials Aral ahmmeliastion an Pasifle Coast Highways road 07 -Ora -I 18.1:& art thO inttrsa34titui With " Drive! 34 UW MY of K*,ff e►rt 3044h. �. a Privatia citisf * Gnu VAute 1 is on the Califax as 8zo4way au►ai iiaY'xretaaavaay 3yaet a and is axaso can tbb P "O"t Stato 111&4u& P s ylstam. The District e37 1965'71 . Fiscal Your Plate rrogrsar approved 5ePO t her It 1964,o untatively schedules the replacer it of OxIsting Route I on raelfla coast ushway In We area by U4 Ram i >►re+a ,v to begin in the 1969.70 71904a Yeaas. riot 14eport PR- VlIO5500 dated �r 1%10 provides ftr the iesprovas+mt i1i Faciti0 waist Mighw4y betum te,5 and the laze ATIZOICA cowity UA01, Approval for plannim purMses was 4wen In Mr. d. 0* p'WWW aseesorae�stic dated mart F. 19610 TrA Intel section ur4ar 8tb.4,y is located aeittiin the lit+zitat of Vat E or the project report* fie► Distrlat Ot 1965 -71 Fisaal. Year Pl9wUng frogrum sloes not irseel a� say i�rove�nt axIstug Routs 1 through his area. VIO approved District 07 Truff%o Soot; , plamlnZ Program includes A pre►aeat i'or the r44ifleatlon of OI&X4ls on Pacific Coast ln&hW y betWeen da�tsoree Read and Riverside O.ve hue in the City of rsewport 13"c a with aonpt r"ti9n JxAiaat4d for the 1%4-67 Discal Y+W. The $Ataerssation aith B4701 wive is iA"U A JA this WQ*G%* l Y. :;! r -•1 t fj Y.S 2.F1 t Y:�cl4 1 .ii4 v�, i(��E`n 3' £'. y..9. . f CONDMON AICi i'a►aiSio j UMSTIGATIM Coast Hwy* DaysIde Dr �► MAW- AM i#aay) (Magi S . l.* po* or thrwvgb North Lognk . laanos 4 South .ieg•3 ti .�taCii{tiaag pull trar is actuated controls aiVA18 M M 'Controller !' Traveled WOW Variable, Words usu4gs width oha=611 04 a south L06040 e _ iaster"ation �# Approaes" gr a6es Slight gru#s Uvtl. AA.. si �i gn distance Adequate )Aoq, to SP004 liasit 40 Mi'a.h* 35 mlVih• 7! AD? 30MWO Vats. 8AY* Vehe 400000 gaff. ��saasot�3. pseait� veto. Yore entering Inteer► aieOtICA Av$! brlys 4i'! i?` #br' i l *k* ARAZY= A90 An accident aunawy for the t 3/$ your vorU d CONCI003L . from January 1. 1962# to October 4f 19640 reveaals a total of 26 reported aceldentgi A . Collision D.i ran for ttis Period U aRtwhed* Sight hour manual traffic counts wero taken July tears,�both a weekday and tats ay�t y.i�n IS Traffic ratios of 5* .0 aid �� to 100 were determine d# f0mring Paairb+ Coast Hiiyghway* W&U10 ftow Disgraaas are baring file field inv*stigation, eonsldeerablo ' easss+eatl€an imolvirg left - turning vohleles from Pacific Cosot, highway was ob"rvead under Loth weekday " Sunday aonditiems. On $=da►y* thews was as acsratinuouo b*avy left- turn diaaaand froaa southeaastkound Pacific Coast Migtaaa# to Lvaide'arivi During time t*tkday` . tr►!�s ;tt�ttiona�� thia>~ left- eu�rri vo7tut�a va,� reduced but 60 Was atlteo conflict arA de.14s as the opposing tratrio vcxuss* 40 nrsrtftVeatb*Und Praema Coast iliOlwaiy WAS Cr+tumo6rs heavy i *A't -t :Y Y13i18 ,iF >Z'i'04R tk9dR south 'lez or Boside Drive to northweatbound , paeiric coast MgAways but Motorists ktad little dimcultj wWa ns thle move 44 opPaa3ag traffic Was very light at all timeo'k A lama rearcationatt area Is. located adjacent to Zu4side give an thA easterly aide of, Vact114 Coax v 1i1 way. =a a s has been urAdr conw tipuouo doVelo nt and ftellities are ing arxpw�oad to acc sdate satire vehicles* Ve sentielpat* tiAt leit•turnIAS volmeS from Pacific coast 211zhWaty will ingrea" due to this and othor 4evelopments In the vlaitaityis We r000=ends therefore, that the *x,14tind traffic sianalsa be wavAlfted ice'e se a- -a: xr+ar sitar Co"t. In con4Unction v3tA a1„Scl aaoditicaticesxs its is prapooed to ext" they left -turns lanes to Provide inomaaed storasep construct P*C*Co curbed dUra► adjacent to th* le t• turn lsness r=wo and "tall. r`Al".d ba rae asa4 modlt'r aatripini;* all as a►hs>+m ten the attawad Coradltzon and lworoveftwz teams U Modify existing traffic sivultr on Pacific Cossaf H# s 07- era. -1 16 010 at th* Interaection with Saida Drive by tfaatallirr� two auxiliary movement controllers and pro- viding phaa►lr4 as sissy m ar. tha aettaliche l Condition wi4 I sivment D144rAme 1. UterA t exists left -turn lanes to W!,#aaene to U16 p "Teed 10ft -turn lamest ash rwaove wA install rarlsed. barn# a►ar zwioesaary* to VmvVW this maduica►tiono 3. Install ac i st rat,14,# Provide an wi» cation for right turiang vehi4165 trace the portheast lard, of ftyside Wlve and relocate oral irast&U sigtaal stantards aa+d deteotarss as sue►. ;I • a. iRaaify Striping and patreaant M&rkjr4js ss shown on the attaabod Condition and Iaspraveroer+t pia�aes. _ >Rial rr og Mat . tto rigrit of ear utility relocation will to required for the proposed ImpacoveMent. 'he total estimated cost of sign44 00401.0 eaation arse! roadway improvement at this location is $15#5008 with the State's arhAM being #900000 A breakdown of %b* **at 1e X s rqjlQwSS t Oityt 3+eaoh gh Roadwork 3*-Q 100) ��gaCS} 6,s�5flc� 1. 'Tbtal 9#250 6#350 � 1505W The rodlrication or trarfla signals On pacific Opa►at iSig.1%,way between Jamboree Road and Riverside Avenue is tentaotiv*IY scheduled as part of ttae future roadway improvement project Par Unit 8 or PWJOct ROPOrtr M VII -559. An rso roadway lwproverwecat is .anticipated in the foreseeable future send t.'te Proposed St "VOw wants in this trarfic report are Presently requireds we recomsttend t"t them l wodiri- cation at ",lvside Drive be advance from the 1916- 67 isasl Year to tt 2 Fiscal Years pa:rtlally replacing the pr"opa s"Tgnal pro act or than Sawa DI*&a Freeway rampss t'+sad 07 - 5 20.2 at Sl Segundo Roulevarde Approval is requested to prepare plans sru3 Preliminary report with the Understanding that rinanolat with 19654A risoal year funds will be Wnasidereat wheax UW p9306 go acre submitted II IF �4 rh `'•i v"" � K'_.if....3s �t.. 1� .,xLs...ttS�s':.'9i[ickdt,>°-t. 1 D. Coulalon Diavr m 30 Vratlie flow Dlaa m* (2) �1. Con"tiba WA btp"rats "t oiwaat ' jT +ye�hCy Np OQ• .. 4 i. 0ys9 NATNCEEIN r LN . � V \V AN T•N r I STELIE LN ' >o ZZ I DORIS LN 2 HARROW PL . AN! D NORFORN LN FORD ^F �F P° °o Jr �e � `' a TjA•A'lN O �J', � � , 3ye ' W e,L.,Iv. �P� IN CF a k o �kF P �P off`, `•P !' ORT • SOR,4J C�! P /!• 1. ION 0 or DR DR (Al .� " ll R .. IAAAES� C -RAY .. , J r.. . . IDD C. DR NEWPORT DUNES,' �' nEWDO 1,74 %I Ly rOq elAF I �pc �•`::�� LINDA 'I ::'� < IRVINECOA9T, B4 qC4 / ISLE wy' i p .000NYRY CL041 . /ODD < �- i•:..' :. p.. :,:':::'? oo: IIANG NE \a O'pUSE: i.3 BA YSIDE DR OR+ SANTF \rT^yJ N p TQ•. :: :..; ,�` HARB \I. a2; S NFTI .,•'`,ON: ;. >% ,rJ q- LROA ISLAND ISLE BAY I. 4 O > � ., 'I' ��`• B L OA a ¢ AV a i v O m c� ♦� rsSPh a` � %pt i •EH'A1F _ -6 I. TEA fir+.•. 2 3 Q T •Z,T P .. T6 z ¢ J 2 H < < C"I < � � � �1f .�� /\ ' � \St1• A VE <`w:'(i'V 4. V T O i w > A '. .x s .• m A ,F c \_ /< r f T T (: -� "•z ~ ti 1. �4 °e_�i BALBOA L�.m— P1 67` r F,P PVT d -A V w O I> h 0 < s!O •p T JO TO `SRO J r •I�w �A -- I- BLVO O 'T s M J N r ti u> � Y i �� AN pE``6 Ip , ! ZA DE EYN Y[ IY 1` eo T � BALBOA A Bi{� i4An�iY��'bQ ?O�v. u: VICINITY MAP 07- Oro -1 -PM 18,08 PACIFIC COAST HWY P Bb.YSIDE DR I+ ----------- ------------------ T- 177T -C- INTERSECTION INVESTIGATED EXISTING SIGNALS Scab I" s 20 01 s 00 a O Ah • —.4 tfy Traffic Report No Date:- :_§_4 ------ LA M 4- ?8 -4j" I . ooca L 3 4 .3' 0000 64 PACIFIC COAST 10•3-44o la 9-19.626 Q-5-62 L . CD 1106-wer 0 , .4L 7-20-4'CL 3.9 -421. -7 115-kj.L� H LALY On ee 7-7-62t ­7N O ACCIDENT SUMMARY Total To'o' Damage Class Elements Course of Vehicles Year I No No. Daylight Dark Fatal Injury Property Pedes- 2 or more Single Inter- Over- 4prooch trion Vehicles �r sector tax,ing ing 19621 7 7 2 5 5 2 4 2 1 4 I I 8 10 1 8 3 6 4 1964 8 4 4 5 3 TOW 2G 18 23 3 1 G 5 1 15 7 I UN K Year Number of Pets Kaled Injured 5 COLLISION DIAGRAM a PACIFIC COAST HWY@ BAYSI DE DR. —-—---————-———--————----—-------—----—-- 19621 — intersection 07 Ora 1 18.08 10.4 - - - - - - - ------ Dist. Co, -Rte, Sec 2Y4 Years From To' 10-4 Total —.4 NO'OF t ANES .. _ _ _ I1 K r- in tool- "` TCT •r i AM PEAK PM x M.P ti � N..IN W o r ' \ M PEAK PM PEAK TO.x 81— PACIFIC COAST 8so 1 7618999 roTeL P�A�ay..p� a 26 32� 199 IIOgy20 � (1429)VII- Oro -)-PM 18.08 i �423 1964230 rh r-9 WDIRECTIONAL srRAFFIC COUNT rrE ' > a' PACIFIC COASY NWY(O BwY510¢ DR Q ,I— - •----- -MTE115EETi6N ` 'NEWPORT BEACH ----- ----` r I �cifiG all TOWN SUNDAY p f,-- --- ------ -7 � E'�''4 AN 28 501 ?",f r • 1130_12 3706 -_ Y ry } rEUI 243 X45 +`r 3917. , ftL— NalSd+_ —'_ ` r a TOi�► 4M IEAk P " �!4' , 1,l R+T •n E t` '.o`= M. OF L Nl'f_ F1 YRAfFIC`REPOM NOT I'17i C . tl' � v t� <tt «' TRwPPIG•.Rnt'sO s '.x �. aP.� +rr1•.° �` 'tis r{ y. '!a� r xRtAVOitIMA PAelrlC 'COAST NWa( x y Tar•/ n)ta Rpn aXTrTr 41• r f,y z 4 +. r{.f �.?a ,y yr p�v �:, ',r ,j y„ 1 � W� ya r� K� } @ " '�' y, 4w }, aG \ �' +') aL .:'Y,�': � `�.. . 'i t: 4y1� w• f: l ryit�: •� ',J -.. .. a.��s.:, ��', a;•�J'A J � j � � �� ;� €� j.,F�.y_l4"W 4�• O✓ '.M'i L'H )"i`..�' 1 r ) <<' {.�.Yi w- y.•1.M -i i�'ri ����:s:.'.i'1 I I ii ylO I NO Or LANE$ ......... . PEDESTRIANS I _lndnix 4-., ;L ut AMka&& —I I U � TUESDAY 28- fiA Cl ?--A! -0 --------- 6 YU --------- -- 2_6,7.94 C4, ['a ign 0 PEAK i py 39 ST TRAFFIC REPORT NO T-_177-T_6. NO. OF LANES.__.__..._ -__. 744FICIC ROTM 5.7, to 1-0 F^VaIlIwIG v^cfvIr CO^%T 04wy rA I AM PI AX PM PEAK T.QTM,_ I 26 7 PACIFIC COAST 94-37 V rOT61. PM PEAK AS4 PEAK i87 68 171' 1349:1431 j HWY. '060J-_284' _ f6 o 018) 1701 1789) z t Z fn DISTRICT Vii w Ti DIRECTIONAL 'TRAFFIC COUNT ca..Or.Q. __.RrE PACIFIC COAST MWY4D6^VS10Z INTER 5 ECTION 0 A NEWPOR. T BEACH --- ------ ------ dliVowfoww I _lndnix 4-., ;L ut AMka&& —I I U � TUESDAY 28- fiA - -----7-N ...... a:A ?--A! -0 --------- 6 YU --------- -- 2_6,7.94 Aki, E145 1245 3409 PEAK i py 39 ST TRAFFIC REPORT NO T-_177-T_6. NO. OF LANES.__.__..._ -__. 744FICIC ROTM 5.7, to 1-0 F^VaIlIwIG v^cfvIr CO^%T 04wy I _lndnix 4-., ;L ut AMka&& C -1064 See Contract File for Condition and Improvement Diagram for Pacific Coast Highway at Bayside Drive Location TO: CITY COUNCIL SEPTEMBER Ii, 1964 FROM: CITY MANAGER SUBJECT: WIDENING OF BAYSIDE DRIVE SOUTHERLY OF PACIFIC COAST HIGHWAY RECOMMENDATIONS: AUTHORIZE CITY PARTICIPATION IN THE SUBJECT WIDENING Z. AUTHORIZE PREPARATION OF A BUDGET AMENDMENT FOR $H,WO. THE LETTER FROM THE IRVINE COMPANY REGARDING THE WIDENING OF BAY — SIDE DRIVE FOR ABOUT 400 FEET SOUTHERLY OF PACIFIC COAST HIGHWAY ADJACENT TO THE EXISTING MOBIL GAS STATION AND BEACH•BQY RESTAURANT LEASES HAS BEEN REVIEWED. A SKETCH IS ATTACHED SHOWING THE AREA INVOLVED. IN VIEW OF THE INCREASING TRAFFIC VOLUMES ON 13AYSIDE DRIVE AND THE FACT THAT THE WIDTH IS INADEQUATE I ; N FRONT OF THE EXISTING IMPROVED PROPERTY, IT WOULD BE ADVANTAGEOUS TO THE CITY TO PARTICIPATE IN THE WIDENING AT THIS TIME. IN ORDER TO PROVIDE A UNIFORM PAVEMENT WIDTH AND A UNIFORM PARKWAY WIDTH ON THE EASTERLY SIDE AS PREVIOUSLY DISCUSSED WITH THE IRVINE COMPANY IN CONNECTION WITH THE 13.AYSIDE—JAMBOREE SHOPPING CENTER, IT APPEARS THAT IT WOULD BE NECESSARY TO WIDEN THE RIGHT OF WAY BY IZ FEET RATHER THAN 11 FEET AND THE PAVEMENT BY 14 FEET RATHER THAN 11 FEET. THE ESTIMATED COST OF ENGINEERING.�PAVEMENT WIDENING, TRAFFIC SIGNAL RELOCATION, DETECTOR PAD RELOCATION, MEDIAN ISLAND RECONSTRUCTIONS AND FIRE HYDRANT AND WATER METER RELOCATION IS_$it.e4ll/V. THE LESSEES HAVE AGREED TO PAY) FOR THE COST OF RELOCATING CURB AND GUTTER AND ON —SITE IMPROVEMENTS. IF PARTICIPATION PREPARED AND FOR THE PROJECT BECAUSE OF THE HEAVY SCHEDULE MENDED THAT PLANS BE PREPARED NATED WITH THE PREPARATION OF THE PROPOSED.WORK. ATT. RC.BBN:vR IS APPROVED, IT WILL BE NECESSARY FOR PLANS TO BE f0 BE FITTED INTO THE CAPITAL IMPROVEMENT PROGRAM. OF CAPITAL IMPROVEMENTS THIS YEAR IT IS RECOM- BY A PRtVATElENGINEER. THE WORK COULD BE COORDI- PLANS FOR THE HOLIDAY INN IMPROVEMENTS SOUTHERLY OF OBER CITY MANAGER ... ... _. /a/00/ .( G° �\`r (�P v F� P BEACL/ BOY (i . ��(/ iPESTAU,PA.VT /NOB/C. s 7,4rro.v /p � � • ` s; —60 BA YS /DE EX /ST. EX /ST CITY OF N �. 72 ' P/L 6--f ' arw.v EX /ST. CURB -_ i DR/ VE K-16 :DSED 12 FT. WIDE, ET DEED /CA ROW %�2BS 16' �_ PF200 G,4RK�W.4Yi- 6 ` //4' � PROP. STREET LNEW CUl26 •, i Alvo A. c. PgVE/V/ENT /2' ' o,40f? STQEET OEO /G'AT /Ortl - /2 / CReo:6 5 SECT /o" OF BAYS /OE D/2 / V,5 NO SCALE DRAWN /Wti• DATE APPROVED BAYS /DE OR/VE W 1DEN 11V6 PUBLIC WORKS DIRECTOR �20POSE0 112'.DE01CAT /OA/ . R.E. NO. _ EAST GOAS:T NWY TO 3_60" / y DRAWING No. MAY 5, 1964 TO: CITY COUNCIL FROM: CITY MANAGER SUBJECT: WIDENING OF BAYSIDE DRIVE WEST OF MARINE AVENUE RECOMMENDATION: WIDEN BAYSIDE DRIVE TO A WIDTH THAT WOULD PROVIDE 64 FEET BETWEEN CURBS. DISCUSSION: THE EXISTING RIGHT OF WAY WIDTH ON BAYSIDE DRIVE WEST. OF MARINE AVENUE IS 60 FEET. THE EXISTING PARKWAYS ARE 8 FEET IN WIDTH. LEAVING A DISTANCE OF 44 FEET BETWEEN EXISTING CURBS. THE FOLLOWING TRAFFIC COUNTS WERE TAKEN.BY THE CITY ON THIS PORTION OF BAYSIDE DRIVE: APRIL 21, 1962 (SATURDAY) 24 HOUR TOTAL = 4,076 MARCH 18, 1964 (WEDNESDAY) 24 HOUR TOTAL = 7,578 MARCH 23, 1964 (MONDAY ' ) 24 HOUR TOTAL = 14,598 * MONDAY OF THE WEEK BEFORE EASTER THE ORANGE COUNTY HIGHWAY DEPARTMENT RECOMMENDS A SECONDARY STREET (4 LANES) WHEN THE AVERAGE DAILY TRAFFIC IS BETWEEN 6,000 AND 20,000 CARS PER DAY. THE CITY'S STANDARD FOR A SECONDARY STREET 15 A 64 -FOOT CURB .SEPARATION ON AN 84 -FOOT RIGHT OF WAY WITH 10 -FOOT PARKWAYS. THE RIGHT OF WAY WIDTH IN THIS AREA COULD BE REDUCED FROM THE CITY STANDARD OF 84 FEET TO 77 FEET WITHOUT AFFECTING THE CARRYING CAPACIT'l OF THE ROADWAY. THIS REDUCTION IN RIGHT OF WAY WOULD RESULT IN AN 8 -FOOT PARKWAY ALONG THE SOUTH SIDE AND A 5 -FOOT PARKWAY ALONG THE NORTH SIDE WITH THE STANDARD 64 -FOOT SEPARATION BETWEEN CURBS. RC. JTD:VR fRT 4COOP 4 CITY MANAGER 0 TO: CITY COUNCIL AND PLANNING COMMISSION FROM: CITY MANAGER AND PUBLIC WORKS DIRECTOR �kF k SUBJECT: WIDENING OF BAYSIDE DRIVE BETWEEN COAST HIGHWAY AND MARINE AVENUE THE IRVINE COMPANY'S REQUEST FOR PRECISE ZONING OF THE NORTHWESTERLY CORNER OF BAYSIDE DRIVE AND MARINE AVENUE HAS PROMPTED A REVIEW OF THE ULTIMATE GEOMETRIC SECTION OF BAYSIDE DRIVE. ATTACHED IS A REPORT THAT WAS APPROVED BY THE CITY COUNCIL IN MAY, 196o. THE STAFFS OF BOTH THE IRVINE COMPANY AND THE CITY STILL AGREE THAT 4- TRAVELED LANES WILL BE REQUIRED. A STANDARD 4 -LANE STREET IS 64 FEET BE- TWEEN CURBS ON AN 84 -FOOT R/W RATHER THAN THE 56 FEET ON A 72 -FOOT R/W AS SUGGESTED IN THE 1960 REPORT. IT IS RECOGNIZED THAT THE DISTANCE BETWEEN BAY - SI.DE DRIVE AND THE TOE OF THE BLUFF IS A MINIMUM WIDTH FOR THE PROPOSED USE. TO PRESERVE THIS WIDTH AND PROVIDE ADDITIONAL R/W IN EXCESS OF 12 FEET MAY RE- QUIRE SUBSTANTIAL EXCAVATION OF THE BLUFF. IF IT IS NOT FEASIBLE TO CONSTRUCT THE STANDARD 4 -LANE STREET SECTION IT IS RECOMMENDED THAT THE NORTHERLY PARKWAY BE REDUCED TO 5 FEET IN WIDTH BE- FORE REDUCING THE WIDTH BETWEEN CURBS BELOW 64 FEET. THE ESTIMATED COST OF WIDENING THE 1220 FEET OF BAYSIDE DRIVE WESTERLY OF MARINE AVENUE IS $12,500 FOR A 64 -FOOT WIDE STREET AND $9,000 FOR A 56 -FOOT WIDE STREET. THE CURRENT CAPITAL IMPROVEMENT POLICY WOULD REQUIRE THE DEVELOPER TO PAY THE COST OF THE WIDENING SINCE BAYSIDE DRIVE IS NOT A MASTER PLAN STREET. HOWEVER C IT APPEARS FROM THE ATTACHED REPORT THAT-THE CITY AGREED TO PAY FOR THE WIDENING. IF THE CITY IS TO PAY THE COSTS IT IS RECOMMENDED THAT THE STREET AND HIGHWAY MASTER PLAN BE AMENDED TO INCLUDE BAYSIDE DRIVE BETWEEN COAST HIGHWAY AND MARINE AVENUE AS A SECONDARY STREET. THIS WOULD PROBABLY ALLOW GAS TAX FUNDS TO BE USED FOR THE IMPROVEMENT. PREPARED BY: DONALD C. SIMPSON PUBLIC WORKS DIRECTOR ATT. RC:DCS:VS 4/15/64 0 R dPl 6v CITY MANAGER TOs. CITY COUNCIL FROMs City Manager and Public Works Director 1 SUBJECTS WIDENING OF BAYSIDE DRIVE BETWEEN COAST HIGHWAY AND MARINE AVENUE Plans for the development of the property on the northerly side of Bayside Drive westerly of Marine Avenue are now being completed. Discussions have been held with the Irvine Company concerning the advisability of providing.additional right- of:way to allow for the eventual widening.of the street. All agree that this section of Bayside Drive will require development of four traveled lanes. , The improved 'portion of the existing stfreet. is 44 ft.' betweau curbs on a 60 ft. wide right -of -way. The consensus is that a 56.ft. wide street on a 72 ft* wide right -of -way, would provide an adequate future street section. This section would consist of the followings 11 ft. traveled lanes 44 ft. `� 8 2 - 8 ft. parkways for planting 16 ft. and sidewalks 1 - 2 ft. curb clearance strip 2 ft. 1 -"10 ft. lane for parking, left- turns or acceleration 10 ft. (0 Total R,/W width 72 ft. Irvine Company is willing to dedicate the necessary 12 ft. of right -of -way at this time, provided that the future widening costs would be borne by others. The development of the property is not contingent upon the dedication or improvement of the street. It is recognized, however, that both the adjacent properties and the City would be mutually benefited. Therefore, the dedication of right -of -way by the developers and the assumption of the widening costs by the City seems to be the most equitable solution. . If the Council concurs in these conclusions, a motion so stating would facilitate planning by the City and by the Irvine Company. DCSsek Respectfully submitted, ROB- BEIN FROST & ASSO( TES CIVIL ENGINEERS & LAND SURVEYORS PiPEL /i%9. 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