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C-1009 - Palisades Road Improvement
e 1 rasa -is A G R E E M E N T 0 THIS AGRZEMENTO made sad entered into this —day of 211 %L;t': , 1966 BY An BEN 3 0 CITY OF MW MT BEAM, a municipal corporation here- inafter designated as "CITY", and 5 couxTY OF ORAWXP 6 a political subdivision of the State of California hereinafter designated as "COUNTY". 7 WITNESSETB: 811 WHZREAS, COUNTY is planning is construct roadway improvements on 9 Palisades Road between Newport Boulevard and Jamboree 10 Boulevard, and 11 AREAS, CITY is planning to construct roadway improvements on 12 Palisades Road between Jamboree Boulevard and MacArthur 13 Boulevard, and 14 68UWXM COUNTY has offered to combine CITY plans with COUNTY plans 15 and to construct the improvements as one contract, and 16 WHEREAS, COUNTY and CITY consider it in the best interest of economics 17 and public safety to combine said improvements on Palisades 18 Roam between Newport Boulevard and MacArthur Boulevard, 19 hereinafter referred to as the "Project ". 20 NOW, THEREFORE, IT IS AGREED by the parties hereto as follows: 21 1. COUNTY $BALL: 22 A. Be and is hereby designated as Project Engineer, Contracting 23 and Construction: Agent for the parties to do and perform all 24 things necessary to construct the roadway improvements on 25 Palisades Road between Newport Boulevard and MacArthur 26 Boulevard, including a new traffic signal at Palisades Road 27 and Jamboree Boulevard and relocation of the existing traffic 28 signal at Palisades Road and MacArthur Boulevard, all as more 29 particularly delineated on CITY and COUNTY plans for the 30 improvement of said roadway. 31 B. Incorporate CITY plans for CITY improvements with COUNTY 32 plans and prepare necessary specifications therefor. 1 2 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 M=-1a 0 C. Submit final pl+me and specifications to CITY for approval prior to advertising for bids for the Project. D. During the period of construction haw jurisdiction over the Construction area including that portion within CITY territory. II. CITY SFALL: A. Approve the plans and specifications as to design and con- struction features affecting the construction, operation and maintenance of the portion of the Project within the CITY. B. At all time during the progress of construction of the Project have access to the work for the purpose of inspection thereof, and should CITY deem any remedial measures tote necessary, CITY shall notify the Road Commissioner of COUNTY thereof. C. Submit to COUNTY prior to advertising the contract, certifi- cation of right of way for CITY portion of the Project. III. Upon completion of the Project, all road work necessary in connection with the Project shall be paid for by the respective parties, based on contract unit bid prices, for the work done within the limits of their respective jurisdictions, as these jurisdictions exist at the time of advertising of the Project by the Board of Supervisors. Iv. Upon completion of the Project, CITY'S share of the cost of the traffic signal and intersection lighting at Palisades Road and Jamboree Boulevard shall be based on the contract lump sum bid price for said portion of the contract, and be in the ratio of the number of legs of highway under jurisdiction of CITY to the total number of legs of highway at such intersection, as the CITY limits exist at the time the board of Supervisors advertises the contract for the Project. As of the date of this agreement, said CITY share is considered to be two- thirds of the lump sum bid price for the traffic signal and intersection lighting, based on the fact that two (2) legs of the intersection presently lie within the CITY and one (1) leg lies within COUNTY area. rasp -m 1 V. CITY'S share of construction surveying, materials control and 2 construction engineering coats shall be the actual costs accrued 3 to the CITY portion based on the percentage of the total contract 4 unit costs billed to CITY. 5 V1. The design engineering will be completed by the COUNTY and 6 the CITY for their respective portion& of the Project and will 7 therefore not be considered in the final accounting, with the 8 exception of the design engineering charges for the traffic signal 9 at Palisades Road and Jamboree Boulevard. Said charges will be 10 shared in the same ratio as the construction costs for the signal 11 as provided for in Section IV of this agreement. 12 VII. Upon completion of the Project, the traffic signal at Palisades 13 Road and Jamboree Boulevard shall be maintained and operated by 14 the COUNTY. The maintenance and operational costs for said traffic 15 signal shall be borne by the parties hereto and shall be based on 16 the actual maintenance and operational costs incurred, CITY'S 17 share of said cost shall be in the ratio of the number of logo 18 of highway under jurisdiction of the CITY to the total number of 19 lags of highways at such intersection, as the CITY Limits exist 20 at the time the maintenance and operational costs are incurred. 21 VIII. i Should all highway legs of the intersection of Palisades Road 22 and Jamboree Boulevard be annexed to CITY, then CITY shall assume 23 all maintenance and operational responsibilities and COUNTY will 24 cease to maintain and operate said signal on the date of such 25 annexation to CITY. 26 IX. Upon completion of the Project, COW" agrees to submit full, 27 true and correct copies of documents, certificates and itemised 28 bills to CITY, and CITY shall reimburse COUNTY within thirty (34) 29 days upon submission of statement of such costs for the full cost 30 of the construction as defined by Sections III, IV, V and VI hereof. 31 Such bills shall be based on the actual quantities of construction 32 and the contract bid prices, and shall include a charge for over- head on the engineering and inspection performed by COUNTY. -3- 11 2 3, . 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19', 20 21 22 23 24 25 26 27 28 29 30 31 32 raw- 3 i 9 X. The total cost to CITY is presently estimated to be $70,000 and the total cost to COUNTY is presently estimated to be $120,000. IN WITNESS iPH ROF , CITY has caused this agreement to be executed by its Mayor, and attested by its Clerk, and COUNTY has caused this agreement to be executed by the Chairman of its Board of supervisors Resolution and attested by its Clerk, all thereunto duly authorized by NAY/ minute order of Wax of the CITY Council and /the Board of Supervisors, respectively, on the date written opposite their signatures. CITY OF NEWPORT BRACH, a municipal corporation. i> Dated: 1986 4 _ c Or ATTEST: t. r rf 0-1 t C 40UnC Dated: 1966 ATTEST: W. 1. ST JOHN County Clerk and ex -offie o Clerk of the Board of Supervisors q� y, APPROVED AS TO FORM Tully Seymour, ty Attorney of the ity of N&4port Beach COUNTY OF ORA= a political subd of tha Staff —er. APPROVED AS TO FORM ADRIAN KUYPER, COUNTY COUNSEL ORANGE COUNTY, CALIFORNIA By l � • -4- TVAt • 4!3 (12) 1 2 3 4 5 6 7 A M 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 a 6329 A ItSOLUTIM OF W CITY COM1T. OV 2'W; UTY OF =MAW UACU AUTOUUUM YHR ZMUTI(* Of AN WREN AS, t b" been pre Sel tOd LO th! CitY CVba C11 of &6r4SW*nt het.. J the C, itV of .Na"OVt rwOSCh 804 the C94Mtp *1 OrOfto gzhrfdtittg t *r the :"- =at'rw tion of roadway im"Ovaments an ftlLaadse, :^ar betvaou sthmaI z a wlwverd and iAcArebnr Boulaaysrd. i- ,eitwll" a Oew traf i.s Sizaal at zal —koades Ac4d and jamboree n trofereed to cite alreammat as jamboree Boulevard) and seloaat sra of the axlztis& traffic signed at Palisades Road and MWArtbylti 1t aB7fle; and UVAk":?, t1he aareemaat pr des tksat the city* and L*mt7 each vould perform cercaain service,* in comwetion Vith wild imp: ovesseatts and uould share the root tlsa"of &a more specifically set forth in the ear-Samenta and k' . the City Caeece.it has reviewed the terms of the agraenest and determined it to he in Site iattearestts of tale Lirl y aid the lmpsoseamts to be esoarsy; IWW# TRERIMZO IT iTAiic ., V&D that said agreement is approved and the mayor and City Ciori are autbovis" *ad directed to execute tha staaa ou behalf of the City of art mach. this 11th 1fty of April ATUS:°T t 9 cwik TO: Finance Director FROM: City Clerk SUBJECT: Contract Contract No. C -1009 0 Date Jame 2, 1966 Authorized by Resolution No. 6329 , adopted on April 11, 1966 Date Mayor and City Clerk executed Contract April 11, 1966 Effective date of Contract April 19, 1966 Contract with County of Orange Address Brief description of Contract Joint Agreement with Orange County - Palisades Road Improvement Amount of Contract City share est. $70,000 City Clerk 0 46 August 5, 1966 Insurance Company of North America P. 0. Box 1085 Orange, California 92666 Attn: Mr. John Walker Re: File No. 955LR1510 Gentlemien: Enclosed is a copy of the Agreement between Orarge County and the City of Newport Peach for the improvenent of Palisades Road which you requested in a telephone conversation today with Mrs. Gaorge in connection with the above- referenced calm. Very truly yours, Laura Lagios Acting City Clerk City of Newport Reach dg Encl. H J MAY 23, 1966 T0: . CITY COUNCIL FROM. PUBLIC WORKS DIRECTOR SUBJECT: ENTRY AGREEMENT WITH THE IRVINE COMPANY FOR THE PALISADES ROAD PROJECT RECOMMENDATION: ADOPT A RESOLUTION AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AN ENTRY AGREEMENT WITH THE IRVINE COMPANY. DISCUSSION: THE NEW SECTION ON PALISADES ROAD WILL HAVE SHOULDERS EXTENDING TO THE CITY'S RIGHT-OF -WAY LINE (SEE ATTACHED TYPICAL SECTION). THIS CONDITION CAUSES THE FILL AND CUT SLOPES TO ENCROACH UPON IRVINE COMPNAY PROPERTY NECESSITATING THE SUBJECT. AGREEMENT. THIS PROJECT IS BEING ADMINISTERED BY THE ORANGE - COUNTY ROAD DEPARTMENT AND CONSTRUCTION IS EXPECTED TO BEGIN IN APPROXIMATELY TWO WEEKS. J4SEPHI T, DEVL IN PUBLIC WO S DIRECTOR JCS:NAJ ATT= • ,L a O • �Q W � � V V� 0 a CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT T Y.o /CAL ST,eEE T CAeOSS SECT/ON o.4 L 1.64 0E'S .Q 0A 0 a 0 �N APPROVED PUBLIC WORKS DIRECTOR R.E. NO. DRAWING NO. 0 THE IRVINE COMPANY IRVINE, CALIFORNIA 92664 (714) 544.0120 City of Newport Beach 3300 West Newport Boulevard Newport Beach, California Attention Mr. B. B. Nolan Subject: Palisades Road Entry Permit Gentlemen: 0 May 5, 1966 Enclosed for your execution are five copies of an Entry Agree- ment allowing the City of Newport Beach to construct slopes on certain Irvine property and plant them without the need of ob- taining slope easements. After these copies have been executed and dated, please return the copy marked "The Irvine Company - Copy" to this office. Very truly yours, ��Gordon B. Jon-'" / Project Manager GBJ /cjz Encl. _ it WAY 6 1966 aiU �i Jp r i CITY OF NEWPORT BEACH To: City Clerk From: City Attorney May 19, 1966 Su p' -cct= Entry Agreement with The Irvine Company Transmitted are the original and three copies of an Entry Agree- ment between The Irvine Company and the City. All of these have been executed on behalf of The Irvine Company and approved by me as to form. Also forwarded is a letter dated May 5, 1966, from The Irvine Company to the City with reference to their execution and distribution. The Public Works Department has the fifth copy of the agreement. The attached resolution, if adopted by the City Council, will approve the document and authorize its execution on behalf of the City. THS: mec Atts. cc - City Manager's Public [Forks Director Tully H. Seymour City Attorney 1 2 3 4 5 6 10 11 12 13 14 15 16 17 18 19 20 21 210 2.3 24 25 26 27 28 29 30 31 32 (12) 6 A k4SOLU"I'l-W 0F Ta CITY COUNCIL Of THE CKTY 0"" NEMPORT U h ADUORIZING TU-1 EXECUTION OF A.", ENTRY AG REQaXrl,'-' WITH T (,CKPAIRY WHaRAS, The Lrvillo corVany i€s gars :-vmzz:r of cartair. M01 property ad aco--,jt to pglissetes koacj, in t v:lci ity c-- Les int erqoctionfi with ja bo-f� I ,I Road and IM',mcArthur Boulevard uqOn which �,cemiseq the City desire* to en Pr for the purpose of grad- lag SIOV' banks and planting ground cover; and WhEREAsi there has been PZeAent0G L.; the City C:XWWJJ an Entry AxreQment, urn :ier wiiilo-s Tjit-, 1nrine Co2qmny grentz to the q uld righ p• n said premises fox Lhe purpos" Spec) 1"', i� ; Ar.r; 'WMEASt thy: L"LLY Council has considered the zei-m-cz and C=4tzlous Of the a&reement and foi.ard. them to be 4: -,,z aE-�, equitdble tall C WWS THERt;lJRLo BE IT RESOLVEIP that sairl entry At r; approved and the k-cYor and :Aty ILlork are autjjC)ri.zed ane, ecLed to execute the ume on behalf oj..' the CiLy oj� t4ewporC 6aach. A"TED this - day of 19c66. A-WEA: fumy 7 Nayor v CITY Q NEWPORT BEACH • PUBLIC WORKS DEPARTMENT . 3300 W. NEWPQRT BOULEVARD DATE ARRI To: CITY CLERK ATTENTION: SUBJECT: JOINT AGREEMENT WITH ORANGE COUNTY; PALISADES ROAD IMPROVMENT (REF. CONTRACT 1009) WE ARE TRANSMITTING THE FOLLOWING: NO. COPIES DESCRIPTION I MINUTES OF ORANGE COUNTY Nil CLL Iii 1966 ..- CITY OF NEWPORT BEACH, i CALIF. BOARD OF SUPERVISORS OF APRIL 19, 1966 I AGREEMENT - FULLY EXECUTED, DATED APRIL 1% 1966 REMARKS: FOR YOUR RECORDS COPIES TO: BY: ✓� /� 6�,� MINUTES OF THE BOARD OF SUPERVISORS OF ORANGE COUNTY, CALIFORNIA April 19, 1966 IN RE: TRAFFIC COMMITTEE MINUTES On motion of Supervisor Hirstein, duly seconded and unanimously carried by Board members present, the Traffic Committee Minutes of the meeting of April 8, 1966, are approved and the Road Commissioner and County Surveyor is instructed to carry out the recommendations. IN RE: PROPOSED PERMIT USE OF EXISTING CULVERT ACROSS MOODY CREEK CHANNEL FOREST LAWN, INC. On motion of Supervisor Featherly, duly seconded and unanimously carried by Board members present, the Chief Engineer of the Orange County Flood Control District is authorized to prepare a permit for Forest Lawn, Inc., to use an existing culvert across Moody Creek Channel and submit to the Board of Supervisors for final approval. IN RE: REPORT ON ACCESS ROAD TO OLD CAMP On motion of Supervisor Hirstein, duly seconded and unanimously carried by Board members present, the report dated April 1, 1966 concerning Access to Old Camp, submitted by the Road Commissioner and County Surveyor, Director of Parks, Stdte Forest Ranger and County Fire Warden and the Administrative Coordinator, is received and ordered filed. IN RE: AGREEMENT CONSTRUCTION ON PALISADES ROAD CITY OF NEWPORT BEACH On motion of Supervisor Baker, duly seconded and unanimously carried by Board members present, the Chairman and the Clerk are authorized to sign the Agreement dated April 19, 1966 between the County of Orange and the City of Newport Beach providing for combined roadway improvements on portions of Palisades Road. IN RE: CHANGE AND EXTEND SPEED LIMITS ON LINCOLN AVENUE On motion of Supervisor Hirstein, duly seconded and unanimously carried by Board members present, Item No. 1 of the Traffic Committee Report of the meeting of April 8, 1966, recommending a 40 mile per hour speed limit on Lincoln Avenue between the Santa Ana River and Orange - Olive d and 30 mile per hour speed limit on Lincoln Avenue between Oran... -Jlive Road and Tustin Avenue, is approved and ordered referred to the County Counsel to prepare the necessary ordinance and present to the Board of Supervisors for approval. F1013 -2.1 0 City Clerk Public Works Director City Clerk 0 April 14, 1966 Agreement with the County of Orange for roadway improvements cn Palisades Road between Newport Boulevard and MacArthur Boulevard Attached are the following: one certified copy of Resolution 6329 and six copies of the Agreement between the City of Newport Beach and the County of Orange for the construction of roadway improvements on Palisades Road between Newport Boulevard and MacArthur Boulevard, in- cluding a new traffic signal at Palisades Road and Jamboree Road (referred to in the Agreement as Jamboree Boulevard) and relocation of existing traffic signal at Jamboree Road and MacArthur Boulevard. Margery Schrouder, City Clerk MS-dg Encl. APRIL ??, ?9F:� i C: C i I Y CQUtJC� FROM; PiJBL ;C Wc'nxs DIRECTOR SUBJECT: CCOPERATIVE AGREEMENT WITH COUNTY FOR CONSTRUCTION OF PALISADES ROAD FROM JAMBOREE ROAD TO MAC ARTHUR BOULEVARD RECOMiMENDAT!ON: ADOPT A RESOLUTION AUTHORIZING EXECUTION OF THE SUBJECT AGREEMENT. DISCUSSION: TWO PROJECTS FOR THE IMPROVEMENT OF PALISADES ROAD HAVE BEEN PROGRAMMED FOR SUMMER AND EARLY FALL. ONE PROJECT IS PLANNED BY THE COUNTY FROM NEWPORT BOULEVARD TO THE COUNTY LINE (JAMBOREE ROAD), AND THE OTHER BY THE CITY FROM JAMBOREE ROAD TO MACARTHUR BOULEVARD. SINCE BOTH OF THESE PROJECTS ARE SCHEDULED FOR CONSTRUCTION AT APPROXIMATELY THE SAME TIME, IT APPEARS DESIRABLE TO COMBINE THE PROJECTS INTO ONE CONTRACT. THIS SHOULD PROVIDE THE FOLLOWING ADVANTAGES: I. THE CONSTRUCTION WOULD BE COORDINATED ALONG THE ENTIRE AFFECTED LENGTH OF PALISADES ROAD. 2. A FINANCIAL SAVING WOULD RESULT FROM THE LOWER UNIT PRICES USUALLY OBTAINED FROM A LARGER JOB. �o A T;!dF SAVINGS WOULD RESULT FROM THE COMBINING OF THE CON- STRUCTION PERIODS. IF THE AGREEMENT IS APPROVED, THE COUNTY ROAD DEPAP-MENT WILL AWARD AND ADMINISTER THE CONSTRUCTION CONTRACT. THE VORfi WITHIN THE CITY INCLUDES WIDENING IHE. EXISTING ROAD TO FOUR LANES WITH .A ?F' =FOOT MEDIAN AND EIGHT 8 —FOOT" SHOULDERS, CONSTRUCTION OF A NEW TRAFFIC SIGNAL AT JAMBOREE ROAD (THE COUNTY WILL BEAR ONE— l "HIRD OF THE COST OF THIS Si1NAL), AND THE RELOCATION OF SIGNAL STANDARDS AT MACARTHUR BOULEVARD. THE E; :T IbIATED 'TOTAL COST 70 THE CITY OF THE PROJECT IS $]O,QOO IRIS AMOUNT INCLUDES APPROXiMAT'ELY $3,500 FOR THE CITY SHARE OF CONSTRUCTION STAKEOUT, INSPECTION, AND COMPACTION T'ESTING3 AND APPROXIMATELY $3,500 FOR CONTINGENCIES. THE .AMOUNT PRE.SE.NT'LY FYI.;UGETED FOR THIS PROJECT IS $50i500. IHi INCREASED COST IS DUE TO THE FACT THAT SOILS TESTS HAVE DISCLOSED THAT IT WiLL BE NECESSARY TO CONSTRUCT A COMPLETE NEW STRUCTURAL SECTION cOR THE TRAFFIC LANES, RATHER THAN UTILIZING AND WIDENING THE EXIS'T'ING PAVING, AS ORIGINALLY PLANNED. AN UNUSUALLY POOR NATIVE. SUBGRADE MATERIAL EXISTS IN THE AREA, THUS NECES- SI "FATING A VERY hEAVY Ll "RUC'lURAL SECTION. THE TEST INFORMATION WAS NOT AVAILABLE AT THE TIME "*HE ORIGINA.— BUDGET ESTIMATE WAS PREPARED. FINANCING FOR THE CITY SHARE OF THIS PROJECT IS BEING PROVIDED BY SECTION 186.1 GAS TAX FUNDS. SUFFICIENT UNCOMMITTED FUNDS ARE AVAILABLE TO PROVIDE FOR THE INCREASED COST. A BUDGET AMENDMENT HAS BEEN PREPARED FOR COUNCIL CONSIDERATION IF THE AGREEMENT IS APPROVED. T HE,,K.STImArED DATE OF COMPLETION FOR THE PROJECT 15 OCTOBER ?, 1966. 0 DEVLIN Pt)IBLi IRKS DIRECTOR :VR To: From: E CITY OF i WPORT BEACH CITY ATTORNEY DERATREIrr- City Clerk City Attorney • X32.9 April 6, 1966 Subject: Agreement with the County of Orange for roadway improvements on Palisades Road between Newport Boulevard and MacArthur Boulevard Transmitted are the original and seven copies of proposed agree- ment between the City and County for the construction of roadway improvements on Palisades Road between Newport Boulevard and MacArthur Boulevard, together with a resolution which, if adopted by the City Council, will authorize its execution on behalf of the City. The Public Works Director requested that this be referred to the Council for their consideration at the meeting on April 11, 1966. THS:mec Atts. cc - City Manager Public Works Director �7✓.y� 4 c* ZC y (�i. Se City Attorney RED1�"PA.C. C� 906 � C� �CefpCN, ,(.n, i A. 5. KOCH ROAO COMMISSIONER AND COUNTY SURVEYOR L. MCCONVILLE R. V. WISE A55 T. ROAD COMMISSIONER DEPUTY COUNTY SURVEYOR i C> F AND SURVEYOR . B. V R. IN VAILE W. L. AL EN DIVISION ENGINEER -OPERATIONS REFUSE DISPOSAL ENGINEER M. I. STORM D0N15 BARRETT DIVISION ENGINEER - ENGINEERING BUSINESS MANAGER N G E TELEPHONE: 547.0547 AREA CODE 714 ROAD DEPARTMENT ENGINEERING BUILDING 400 WEST 8TH STREET SANTA ANA. CALIFORNIA 92701 February 14, 1966 Mr. Joseph T. Devlin Director of Public Works City of Newport Beach 3300 West Newport Boulevard Newport Beach, California Dear Sir: Attached is the Materials Report for Palisades Road from 300' west of Jamboree Road to MacArthur Boulevard in the City of Newport Beach. It.is hoped this information will fulfill your needs. An itemized statement will be forwarded at the end of the month by the Orange County Road Department Accounting Office. ASK: FFL:jb attach. Very truly your A. S. KOCH ' Road Commissioner and County Surveyor RECEIVED FEB 181966 plink OLIC WORE I DEPL 051 all Qlp dlh OFFICE OF COUNTY SURVEYOR AND ROAD COMMISSIONER j J' MATERIALS REPORT R THE PROPOSED CONSTRUCTION OF PALISADES ROAD FROM 300'± W /JAMBOREE ROAD TO MACARTHUR BOULEVARD IN THE CITY OF NEWPORT. -BEACH DATE: REPORT SUPERVISION: SUBMITTED BY: SUBMITTED TO: February 14, 1966 H. J. Krizan F. F. La Belle, Materials Enginee�e;., Mr. Joseph T. Devlin Director of Public Works City of Newport Beach ,;tea ' I. GENERAL This report presents the findings of a subsurface investi- gation and laboratory anais of soils along Palisades.Road, a Major Arterial Highway, from 300' W /Jamboree Road to Mac- Arthur Boulevard in the City of Newport Beach. This report has ' been prepared to satisfy the Materials Report requirements of the Collier -Unruh Act. II. AUTHORIZATION The investigation was authorized by the City of Newport Beach in a letter dated January 6, 1966. III. PROPOSED CONSTRUCTION OF EXISTING FACILITY It has been proposed to construct two (2) twenty -four I' foot (24') travel lanes separated by a sixteen foot (16') med- ian within the above designated limits on new profile. IV. BASEMENT SOILS The native soil at the grading plane varies from silty sand to sandy clay. The mechanical analysis and Resistance 'R' Values for the native soils are tabulated in detail on the ' attached Soil Survey Sheet. V. LABORATORY ANALYSIS ' As may be noted on the attached S.S.S., the Resistance 'R' Values of the native soils are 5 and 6 by stabilometer with 20 to 79 percent passing the number 200 sieve. VI. TRAFFIC INDEX A Traffic Index (T.I.) of 10.0, which was recommended by the City of Newport Beach in their letter dated January 6, 1966, has been used in determining the structural section. r !' VII. COMPARABLE SECTION 'R' Value 6 .1 I !1 Gravel Equivalent 31.8 VIII. RECOMMENDED STRUCTURAL SECTION A. Recommended Section Location Entire Project Comparable Section 4 "AC /25 "AB 5 "AC /22 "AB 4 "AC /13 "AB /15 "AS 4 "AC /6 "CLB CTB /16 "AS 5 "AC /12 "AB /13 "AS Recommended Section 5 "AC /12 "AB /13 "AS B. Discussion It is felt that the 6 "R" Value is representative o"F the material encountered generally within the above designated limits. It should be noted that the 5 "R" Value (65 -1621) was used in the Materials Report for the County portion of Palisades from Newport Avenue to 300'± W /Jamboree. The T.I. of 8.9 in the County portion of Palisades Road-re- sulted in a recommended section of 4 "AC /8 "AB /16 "AS for the easterly end of that project. IX. RECOMMENDED SPECIFICATIONS FOR CONTROL OF MATERIALS The specifications hereinafter referred to shall be State of California, Division of Highways Standard Specifications, dated July 1964, and Orange County Standard Special Provisions. X. RECOMMENDED SPECIAL PROVISIONS FOR CONTROL OF MATERIALS 1. Earthwork, Section 19.1, 8 -7 -65. 2. Subgrade Preparation, Section 21.1, 8 -7 -65. 3. Aggregate Subbase, Section 25.1, 8 -7 -65. 4. Aggregate Base, Section 26, 8 -7 -65. 5. Asphalt Concrete, Section 39, 8 -7 -65. ' REPORT PREPARATION AND FIELD DATA: G. Rigdon LABORATORY SUPERVISION: D. Dixon 11 III PROJECT NO. 4z4 -V- SOIL SURVEY SHEET BY L-,]G CHKD, BY DATE PROJECT VAL. SA.DE9 LIMITS AOE /JA MBORF_E -Mec ARTFiu;z SH. ± of 2 � Z BORING OR SAMPLE NO.� o LAB NUMBER eo-41 - as -4C ec. - 45 66.44 re_ -4'S (e! -1621 a DATE SAMPLED 1 -G •c6 1 -6 -G6 1_6,cc, 1_ - -G6 9-29 -6S Ir STATION - JAM60:2E6 190` - 190' F 19 7g ' E 750' E IS 0, V4 u DISTANCE FROM E .js•w1 3s'f1 33• •J 's pis m w DEPTH OR ELEVATION - o• =z' - z' -4, ' 4,5,-5, o' -z' z. •- O_.5_' -50 ° TYPE OF MATERIAL <I_A'r_Y Sn 3A"DY CLAN 3no1D 311.SY 3ne7D d3fl"OYCL/SY _ SILry, o PASSING NO. 4 160 100 loo 10 n 10Q N 11 a B too 100 9 6 1 'loo i 11 n 16 too 94 65 9 Q 11 n 30 Q8 B5 76 �7 96 z a u 50 .7 56 64 9 6 .92 11 it 100 47 - 44 4 r�o 66 w 11 11 200 3 45 zo v3 53 70 > SAND B ROCK .200 GI 5 80 6L 47 21 N % SILT ( -200 to 5microns). .gip - IZ •7 ya 20 32 o CLAY ( -5 microns). tq 1 33 IS 14 33 1 47 SPECIMEN IDENTIFICATION A 1 B C I A B 1 C A A F COMPACTOR AIR PRESSURE 4 7 1 11 M w MOISTURE AT COMP. % Ice. 14,E 113.01 t- DRY DENS. OF BRIQ. IISs /cu.ft. 111 . 118 IZO EXUDATION PRESSURE P.S.I. roo O O STABILOMETER R -VALUE 5 8 .6 F G.E- STABILOMETER-INCHES 3Z.1 31, w EXPAN. PRESSURE - INCHES p p o O R- VALUE at EQUILIBRIUM 6 5TA6 ri - XrRv3• J G.E. of EQUILIBRIUM- INCHES - 31,6 .q FIELD MOISTURE qQ - 14.9 IG. S G.7 19.1a 11. m TRAFFIC INDEX LEGEND y QQ •;• P. C.C. BSI ILL 9^LI'ADE5 © A. C. 0 .. - 5 0,4, :: A. B. W W w ® O - aJ N IL- 0. 0 Z SANG 7 H 0 CO V ® n to i SILT Z 2 .� C O C . Z ® CLAY 7 W to m O 2 O EXISTING GRADE 90 A W i � •= t- > - i -. LIMITS IL w .. •. V SOIL O O N S : • _ . CHANGE •• J - EK7R• - SraII 3011 15 PROJECT NO. SOIL SURVEY SHEET BY LA • P, CHKD. BY DATE ?- PROJECT .PALIg,ANrR LIMITS'= /I,4MEOE=E- M 4'A. ?7 U? SH. Lof? z BORING OR SAMPLE N0. O LAB NUMBER a DATE SAMPLED STATION L) DISTANCE FROM E '^ m DEPTH OR ELEVATION TYPE OF MATERIAL _CLAYc Y 5AraD SAMD - CLA ° PASSING NO. 4 Inc _^ u 8 98 ^ 16 a 30 F-17 z n u 50 7. a u 100 t' W u u 200 r_. 0 4.7 > SAND 9 R67 772-3-57- 41 !cq H °/a SILT ( -200 to 5microns) /° CLAY ( -5 microns) ?� SPECIMEN IDENTIFICATION A PB I C I A B C A 8 C A F COMPACTOR AIR PRESSURE N MOISTURE AT COMP. °/ H DRY DENS. OF BRIQ. Ibs /cu.ft. EXUDATION PRESSURE P.S.I. STABILOMETER R -VALUE t- G.E: STABILOMETER- INCHES i EXPAN. PRESSURE - INCHES p R - VALUE at EQUILIBRIUM d G.F. at E UILIBRIUM-INCH FIELD MOISTURE p ~ N I RAFFIC INDEX LEGEND rn r P. C.C. r, Z I tt A. C. LL O H G A. 3 =i A. B. W_ >W J a ❑ z U Q J w a SAND SILT ® CLAY to (9 Z O.A. m u f" N W i LR-NAL. F- > TS r LL m O a SOIL U) ul O .. •; _ CHANGE J 1 F3011-75 Section 19.1 0 -7 -65 ( ) Earthwork. -- Earthwork shall conform to the provisions in Section 19 of t e Standard Specifications and these Special Pro- visions. It is estimated that there may be surplus excavation which shall become the property of the Contractor and shall be disposed of outside the highway right of way in accordance with the pro- visions in Section 7 -1.13 of the Standard Specifications. The provisions in Sections 19 -5.02, 19 -5.03 and 19 -5.04 of the Standard Specifications are superseded by the following: When the original ground within 0.5 foot of the grading plane and for a width equal to the width of the grading plane has a relative compaction of less than 90 per cent, the subgrade shall be prepared and compacted in accordance with the provisions of Section 21 of the Standard Specifications except that the relative com- paction shall be at least 90 per cent in lieu of the 95 per cent specified. When the original ground in the shoulder areas within 0.5 foot of finished grade has a relative com- paction of less than 90 per cent, said areas shall be compacted to a relative compaction of not less than 90 per cent. Compacting original ground in shoulder areas to be paid for will be the actual areas ordered compacted, measured by the square yard. The relative compaction of all embankment areas including shoulder areas shall be not less than 90 per cent, in lieu of the provisions in Section 19 -6.02 of the Standard Specifications re- quiring not less than 95 per cent relative compaction within 2.5 feet of finished grade. Removal and disposal of unsuitable material will be paid for at the contract price for roadway excavation. No compensatinn for ' extra work will be allowed for work performed as specified in Section 19 -2.02 of the Standard Specifications. The sand equivalent value and relative compaction requirements ' for structure backfill specified in Section 19 -3.06 of the Standard Specifications will be required for bridge abutment backfill only. Backfill at all other locations shall not have a sand equivalent 1 I 11 1 r requirement and shall have relative compaction requirement of not less than 90 per cent in lieu of the provisions in Section 19 -3.06 1 of the Standard Specifications requiring 95 per cent relative compaction. 1 (Instr. to Writer) Use this specification for all non- arterial streets and when the Lab. recommends a 907. relative com- paction in the top 0.5 foot of subgradc. Use standard Special Provision for subgrac —% preparation Sec. 21, with this Special Pro- tvision. IU 1 �1 1 i1 1 1 11 1 1 Section 21.1 ' 8 -7 -65 ' ( ) Subgradeparation. -- Subgrade preparation shall con- form to the provisions in Section 21 of the Standard Specifications, except the subgrade within 0.5 foot below the grading plane shall t be compacted to a relative compaction of not less than 90 per cent in lieu of the 95 per cent specified in Section 21 -1.02 of the Standard Specifications. 1 .1 ' (Instr. to Writer) Use this when the Laboratory recommends ' 90% relative compaction in the top 0.5 foot of subgrade. II I 1 1 Section 25.1 8 -7 -65 S re ate Subbase.--Aggregate subbase shall be Class 4 and shall con orm to the provisions in Section 25 of the Standard Specifications and these Special Provisions. ' Material used as aggregate subbase shall be clean and free from roots, vegetable matter and other deleterious substances, ' and be of such character that it will form a firm stable subbase. The material shall be uniformly graded from coarse to fine, and shall be such sizes that the percentage composition by weight of material shall conform to the following grading when determined ' by Test Method No. Calif. 202. Sieve Size Percentage Passing Sieves ' 2" 100 No. 4 60 - 100 No. 200 0 - 25 The material for aggregate subbase material shall conform to the following requirements: ' Test Method Tests No. Calif. Requirements Resistance (R- Value) 301 55 Min. Sand Eouivalent 217 25 Min. ' The R -Value requirement will not be waived as provided in Section 25 -1.02A of the Standard Specifications. I 1 1 Section 26 8 -7 -65 ( ) A re�ate Base.- -Class 3 aggregate base shall conform to the provisions£ Tor C ass 2 aggregate base 1 -2" maximum as speci- fied in Section 26 of the Standard Specifications and these Special Provisions. At least 65 per cent, by weight, of the material retained on the No. 4 sieve shall have at least one fractured face as deter- mined by Test Method No. Calif. 205. The R-Value requirement will not be waived as provided in Section 26 -1.02B of the Standard Specifications. The provisions of Section 26 -1.035 of the Standard Specifi- cations are superseded by the following: At the time aggregate base is spread, it maw have a moisture content sufficient to obtain tiie required compaction. Such moisture shall be uniformly distri- buted throughout the material. In lieu of the spreading requirements specified in Section 26, aggregate base material shall be spread upon prepared subgrade by means of approved spreading devices which will deposit a uniform windrow or layer, and after spreading as above specified, the material shall be shaped to the requirements of Section 26 of the Standard Specifications. Motor graders may be used for the afore- mentioned shaping. Tailgate spreading by dump trucks of the material will not be permitted except for spot dumping and in areas not readily accessible to approved spreading devices. I 1 ' Section 39 8 -7 -65 ' ( ) AsAs h�alt_Concrete. -- Asphalt concrete shall be Type B and shall cont orm to tFie provisions of Section 39 of the Standard Specifications and these Special Provisions. ' The penetration range of paving asphalt will be Grade 85 -100. The amount of asphalt binder to be mixed with the mineral aggregate shall be between 3 per cent and 7 per cent by weight of the dry mineral aggregate. The exact amount of asphalt binder to be mixed with the mineral aggregate will be determined by the ' Engineer. The provisions in Section 39 -2.04A and 39 -2.04B of the ' Standard Specifications are superseded by the following: At least 75 per cent, by weight, of the material retained on the No. 4 sieve shall have at least one ' fractured face as determined by Test Method No. Calif. 205. 't Aggregate grading requirements for base course may be either 3/4" Maximum (Coarse) or base course as specified in Section 39 -2.02 of the Standard Specifications. ' The base course mixture shall be placed on the prepared sub- grade by means of approved spreading devices which will deposit , a uniform windrow or layer, and shall be spread and shaped with ' motor graders. The use of asphalt pavers for laying the base course mixture shall not be permitted. (Delete when paving is minor). ' Each lane of the top course (surface course) shall be placed continuously between terminals as directed by the Engineer. ' Rolling equipment shall conform to the provisions of Sections 39 -5.02, 39 -5.03 and 39 -6.03 of the Standard Specifications, except 3 wheel rollers shall not be permitted and pneumatic rollers shall be used on base courses only. The miscellaneous areas to be paid for at the contract price per square yard for placing asphalt concrete (miscellaneous areas) ' in addition to the price paid per ton for the material involved shall be limited to - ditches, spillways, aprons, at the ends of drainage structures, and driveways. 1 of 2 Section 39 8 -7 -65 Paint binder (tack coat) shall be mixing type asphaltic emulsion with a bituminous base grade of 60 -70 paving asphalt, except where directed by the Engineer to use another grade. Prime coat shall be liquid asphalt grade SC -250 unless directed otherwise by the Engineer. (Instr. to Writer) Use the following specifications for local streets; If base course is required, add a pneumatic -tired roller. In lieu of the rolling equipment required in Section 39 -5.03 and 39 -6.03 of the Standard Specifications, the Contractor will be required to furnish one 8 ton 2 -axle tandem roller for each 50 tons, or fraction thereof, of asphalt concrete placed per hour by each asphalt paver or motor grader. (Instr. to Writer) When Engineer's estimate is 1,000 tons or less, Section 39 -5.03C should be deleted. 2 of 2 C - /vaq 131 V] CUM V-N�L WA OFFICE OF COUNTY SURVEYOR AND ROAD COMMISSIONER naL Evor for igwv"" % of FALMOM MD Itrwpw Blvd to Mmirtbw Bird 11 IOOUXPY OF ORANGE FINAL REPORT FOA IMPROVEMENT OF PALLSADES ROAD tNewport Blvd to MacArthur Blvd Description of Work Performed; ' Reconstruct and widen with asphalt concrete over aggregate base over aggregate subbase and traffic signal installation at the intersections of Palisades at Jamboree and Palisades at MacArthur. 1 ,I II 1 I length in Mi Contraotor- 1 . .e 10 1966 Datea •..,. Preliminary Engineering Construction Engineering Day labor Lower Water Line Utilities Right of Entry Expense Contract Payments TOTAL $ 11,351.66 16,799.73 2,661.64 1,700.00 91.39 974-04 187 9. 63.98 ' EXPINDITUM BY THE COUNTY OF ORANGE for the improvement of PALT.9LDi8 AUD Newport Blvd to MacArthur Blvd Item 48A - Plans - Field Rork Labor 3,176.98 Equipment 279.00 Overhead 538.73 3,994.71 Item 48B - Plana - Office Bork labor 5,943.27 ' Overhead 1AIMAU 7,Q74.21 Item 480 - Construction - Field Work Labor 2,671.37 Equipment 162.90 Overhead - 520-JA 3,354.41 Item 48E - Construction - Inspection labor 7,696.57 Equipment 904.82 ' Overhead 20656.59 11,257.98 Item 48F - Soil Teats labor 4573.43 Equipment 118.02 Overhead _ 1,95.89 2,187.34 Item 48H - Planning (By Design Section) labor 22.28 Overhead 8.76 31.04 It= 48P - Preliminary Planning Labor 212.41 Overhead 39.29 $ nay Tabor Item 03 - Roadway Excavation labor 26.74 Equipment 13.50 Overhead 9.76 50.00 Item 46 - Striping ' labor 972.12 Equipment 154.74 Materials from Stook 379.91 ' Overhead 3a1.33 1,887.99 Item 50 - Miscellaneous 75.96 75.96 28,151.39 1 1 1 �1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 a r b (oontd) Item 53 - Safety Devices Labor Dgnip®ent IMtsrials from Stock Overhead Item 58 - Moving ftdpuaent labor Overt Item 62 - Directional Signs & Street Markers labor Equipment Overhead Lower Water Line Utilities Right of Entry Espenas Contract Payments TOTAL E1UMDED BY COUNTS! 201.31 47.70 19$,84 - .91.1A3 539.01 3.82 1.95 1.39 7.16 66.54 9.35 —25.63 101.52 2,661.64 1,700.00 91.39 974.04 i❑ '1 s °8858888888888.8 8 888M8 too ;nOO TMNMNN0 -,tTr r100Nto NO•D �nOm torte;: ' I .tNOrINr1.DNNMO�M :*N r1�,N -8� kr,�op�{u�m 8 888 O to r-1 �o T cry N N f.0 M N r N w r kn •9 N to ' w w w w .. .. w ri [� r1 r-I ri r-I ] ri ri r-L M r r-1 N r-I -.f N N i t rl c�� sfT rto O D o *A 0 Mtn ^1rr -1'��t rMi�L�DrOr- 1NMfTi-N'MNOiA JONMOOM.N`�NCS ,f\ T to \O T 't �r' 1 CNY N t rl Ct(7 :O r-1 rl rl 9 r O �f Lp rl r-1 ri r1 858 N °8 ° � 88SS888888888 m 88 \0 ri D o-c,ioNO 90 c.o o o rjJrn.�to T ii OHt MNL i W U'\ r ri N ri (p M r•i rl M ri rF� o e c°v mm orb � pp pp M r r'i 01'rl NMNC�4 \0 N'D MO TMN M. Nrl� 71 HMT� HN�t vt yr -1 9 :T rOH rri 14 ' 88:988�m�8 °88 S 888 �S v�OO�D �tN�.Tt!�D �L� �t cryl p ' b Or�-i �TOCV Oaf r�Tt' -1 ..�� 00 Nv0 r M ^'� 1tJ1 N �'1r�'1 i N T rl r ri N N N H ' ' U N toN OD r0 ON u@ N{t 8 � T �T �T} �t rr��On, .t .,O ri O of 0 �t Irt � r"l � N � .+% ri � H y r iU'c3vlWCm5N5"�000OO�WW co s as F.2 L"2 Cc C-+V)�1riE.0 i-4 e4.4 4. 4WV' aww`�a ' 888°1888to N8°88v°,,88888z3888 coq ,°88 8 8888 M ' Q O • M r-1 r1 N N O in 9 .4 r4 0 o' 't0 � * t(� N (� r * r' Q UD OO V.r r-+r� rl H rl N ° Wln �' 8 i78 °8 N N 8 M8 N 8 � r w !A ¢¢N,� 7 O7 7 F+ +j (p� b O tp itl O c7 'U � F+ M +� o i� m R1 C7 J N O % s� Q � ° A > u?, . > •,� .n m -m � m r'f ri F. d A w� W ° O +�Oa N o 1 o ,r� A m r 1 F ~ +' c 7 m O o tD ton •,- 1o:�s� v m m caiscg c4 �] p���x- "' q q ++ m m co , . N OWN N ; +1 CD pi cw r'1 N M ri 4N N ��� 4 t-N .N� Q -r-iNM Og l� 1 i 1 �1 Contract DIVISION OF COSTS (REVISED) City of County Newport of Beach Orange Total $52,237.23 '$135,706.75 $187,943.98 (27.7916) (72.2116) (10070) Preliminary Engineering Signal @ Palisades & Jamboree Contract - Construction Engineerin Day Labor Lower Water Line Right of Entry Expense Utilities 01 180.00 90.00 270.00 11, 081.66 11, 081.66 4,668.64 12,131.09 16,799.73 739.67 1,921.97 2,661.64 1,700.00 1,700.00 974.04 974.04 25.40 65.99 91.39 57,850.94' 163,671.50 221,522.44 }- Tli711��Ce� ? /ca�..� TJ <vua. D2t�UVC- "4. -� TWA �w..•M'r� 'YJ •4C M...rOU TJT�:r'¢.S COO i1 provided for a CoordixiMing Unit for Signals tat relocation of a Signal Stentard on HkaArthur Blvd and relocation of 43" : 27" CAWA. CM 12 - (1) Mmiatemenoe of existing traffic aigaai systems at mack4bwt during modification. (2) Place 1 -7/226 In* Agialt amp over existing facility, and (3) Raise existing water valves and covers vithla tan resurfaced area. 000 13 provided for the extension of an existing stara drain requirsd to protect the eebsubrent slopes. A lack of attention to detail no evident throughout and the paying operation indicated either inadequate planning or lack of personnel. The fact that the job Superiatasdent was an active equipment operator prohibited his function as supervisor and although there was no apparent un- willingness to be 000perative, natters relating to traffic oontrol, etc., did not receive the proper attention. The earthwork in of satisfactory quality. The paving in some areas to below the average quality. The general appearance of the work is satisfactory. I hereby certify that the above is a true and correct statement of the work performed and coats incurred on the above project. G. H. SULLIVAN Resident Engineer Tanuary 250 1 967 I I '(7111APIIIEIT E-1 TT. AID, !"InAmm IMLITO Palisades 21 Itatersoction "Iest f -"z .kagr `e'ata. V,)+co toolAnc; a' Before "Lyra4j - MI. Mr. wim. ORANGE COUNTY ROAD DEPARTMENT ORANGE COUNTY, CALIFORNIA SPECIAL PROVISIONS PROPOSAL AND CONTRACT FOR CONSTRUCTION ON A HIGHWAY IN ORANGE COUNTY ON PALISADES ROAD BETWEEN NEWPORT BOULEVARD & MAC ARTHUR BOULEVARD A DISTANCE OF 1.95 MILES A. S. KOCH ROAD CONESSIONER & COUNTY SURVEYOR April, 1966 TABLE OF CONTENTS NOTICE TO CONTRACTORS SPECIAL PROVISIONS Paee No. Section 1. Specifications 8 2. Proposal Requirements and Conditions 9 3. Award and Execution of the Contract 10 4. Scope of Work 11 5. Control of Work 11 6. Control of Materials 11 7. Legal Relations and Responsibility 12 8. Progress of Work and Time of Completion 12 9. Measurement and Payment 13 10. Description of 17ork 14 11, Construction Details 14 11.1 Maintaining Traffic 14 11.2 Resetting Mailboxes 14 11.3 Clearing and Grubbing 15 11.4 Remove Pipe Culverts 15 11.5 Removing Concrete 16 11.6 Watering 16 11.7 Earthwork 16 11.8 Subgrade Preparation 17 11.9 Aggregate Subbase 17 11.10 Aggregate Base 18 11.11 Asphalt Concrete 18 11.12 Seal Coat 19 11.13 Concrete Structures 19 11.14 Portland Cement Concrete 19 11.15 Reinforced Concrete Pipe 20 11.16 Pipe Bedding 20 11.17 Corrugated Metal Pipe and Pipe Arch 20 11.18 Corrugated Metal Drop Inlets 21 11.19 Frames and Covers 21 11.20 Survey Monuments 21 11.21 County - Furnished Materials 22 11.22 Adjusting Sewer Manholes to Grade 23 11.23 Traffic Signal and Highway Lighting System 23 11.23 -1 Maintaining Existing Electrical System 23 11.23 -2 Standards, Prestressed Concrete 24 11.23 -3 Conductors and Wiring 25 11.23 -4 Service 25 11.23 -5 Controllers, Cabinets, and Auxiliary Equipment 26 11.23 -6 Mercury Vapor Luminaires 26 11.23 -7 Ballasts 26 11.23 -8 Salvaging and Reinstalling or Stockpiling Electrical Equipment 27 11.23 -9 Guarantee and Bond 27 11.23 -10 Payment 27 PROPOSAL P1 AGREEMENT Al GUARANTEE G1 ORANGE COUNTY ROAD DEPARTMENT ORANGE COUNTY, CALIFORNIA NOTICE TO CONTRACTORS Sealed proposals will be received at the Office of the Clerk of the Board of S�ors of the County of Orange, Santa Ana, California, on or before the 9 day of Yl� ,. 1966 at ':a o PM o'clock, at which time they will be publicly 6pened and read in the Office of the Clerk of the Board of Supervisors, Room 501, County Administration Building, Santa Ana, California, for constructing a highway in accordance with the plans and specifications therefor, to which special reference is made as follows: In the County of Orange, on Palisades Road between Newport Boulevard and MacArthur Boulevard. Bids are required for the entire work as described herein: Engineer's Estimate Item No. Quantit y Description of work 1 7 Each 2 19 Each 3 1 L. S. _ 4 121000 L. F. 5 300 M Gal 6 18,500 C. Y. 7 7,800 S. Y. 8 16,400 Ton 9 13,000 Ton 10 480 Ton 11 17 Ton 12 7,800 Ton 13 1,000 S. Y. 14 260 L. F. 15 1,300 L. F. 16 21 Ton 17 3 0. Y. 18 24 L. F. 19 208 L. F. 20 448 L. F. -1- Reset Mailboxes Adjust Manholes to Grade Clearing & Grubbing Sawcut A.C. Pavement Furnish & Apply Water Roadway Excavation Compact Original Ground Aggregate Subbase Aggregate Base Aggregate Base Shoulders Liquid Asphalt (SC -250 Prime Coat) Asphalt Concrete Place Asphalt Concrete Miscellaneous Areas Asphalt concrete Berm Asphalt Concrete Drain Asphalt Emulsion Class "A" Concrete Minor Structures 27" Reinforced Concrete Pipe 2000 D 24" Reinforced Concrete Pipe 2000 D 24" Reinforced Concrete Pipe 1350 D em Quantity Descrintion of Work 21 146 L.F. 24" Corrugated Metal Pipe 14 Ga. 22 20 L.F. 18" Corrugated Metal Pipe 14 Ga. 23 136 L.F. 43" x 27" Corrugated Metal Pipe Arch 12Ga 24 3 Each Corrugated Metal Pipe Drop Inlet 25 1,500 C.Y. Ditch Excavation 26 650 Lb. Miscellaneous Iron & Steel 27 3 Each Survey Monuments 28 10 Each Guide Markers 29 1 L.S. Signalization- Palisades at Jamboree 30 1 L.S. Signalization- Palisades at MacArthur 31 5 Each Signal Light Island 32 2 Each Traffic Island 33 1 L.S. Finish Roadway The foregoing quantities are approximate only, being given as a basis for the comparison of bids, and the County of Orange does not, expressly or by implication, agree that the actual amount of work will correspond therewith but reserves the right to increase or decrease the amount of any class or portion of the work, or to omit portions of the work, as may be deemed necessary or ad- visable by the Engineer. The contract documents shall consist of Notice to Contractors, Form of Proposal, Form of Agreement, Plans, Special Provisions, and Standard Specifications, all of which are on file in the Office of the Orange County Road Department and are hereby referred to and made a part hereof. Plans, Special Provisions and other contract document forms will be available for examination without charge. Copies of all contract documents may be secured at the Office of the Orange County Road Department, 400 West Eighth Street, Santa Ana, California. Plans, Special Provisions (not including Standard Specifications or other documents included by reference) and proposal forms may be obtained by prospective bidders upon payment of a printing and service charge in the amount of $5.00, which amount shall not be refundable. All checks shall be made payable to Orange County Treasurer but should be mailed to the Road Department, 400 West Eighth Street, Santa Ana, California. Copies of the Standard Specifications may be purchased for $1.56 tax included from the Department of Public Ptorks, State of California, or the Road Department, County of Orange, 400 West Eighth Street, Santa Ana, California. No bid will be considered unless it is made on a blank form furnished by the County Road Commissioner and is made in accordance with the provisions of the Standard Specifications and Special Provisions. -2- The Board of Supervisors of the County of Orange reserves the right to reject any or all bids. The bidders' attention is directed to the provisions in Section 2 of the Standard Specifications for the requirements and conditions which he must observe in the preparation of the proposal form and the submission of the bid. Provisions of the State Contract Act are not applicable and prospective bidders will not be required to be prequalified. Employer payments other than those itemized herein, as defined in Section 1773.1 of the Labor Code, are to be paid in accordance with the terms of the collective bargaining agreement applicable to the type or classification of the workmen or mechanics employed on the project. Overtime, Sundays and Holidays - -not less than one and onehalf (lf') times the basic hourly rate plus applicable employer payments. The holidays upon which such rates shall be paid shall be all holidays recognized in the collective bar- gaining agreement applicable to the particular craft, classification or type of workman employed on the project. Copies of all collective bargaining agreements relating to the work as set forth in the aforementioned Labor Code are on file and available for inspection in the office of the Department of Industrial Relations, Division of Labor Statistics and Research. Attention is directed to Section 7 -1,O1G of the Standard Specifications providing for employment of apprentices on the work. Every such apprentice shall bepaid the standard wage paid to apprentices under the regulations of the trade at which he is employed. Information relative to employment of apprentices shall be obtained from the Director of the Department of Industrial Relations, who is the Administrative Officer of the California Apprenticeship Council. In accordance with the provisions of Section 1770 of the Labor Code of the State of California, the Board of Supervisors of Orange County has ascertained the general prevailing rate of wages applicable to the work to be done to be as follows: Employer Payments for Basic Rate Health & Per Hour Classification Vacation Welfare Pension Electricians $ 5.73 Electrician Carpenters Carpenter 15� phw 1% phw 15� phw 1$Q phw 25V phw -3- - 4- Employer Payments for Basic Rate Health & Per Hour Classification Vacation Welfare Pension Cement Masons $ 4.46 Cement Mason 15� phw 20� phw 25y phw Iron Workers 5.08 Reinforcing Iron Work 15� phw 2V phw(1) 15¢ phw Laborers 3.81 Asphalt Raker & Ironer 10� phw 162/ phw 15V phw 3.70 Fine Grader (Highway and Street Paving) 10d phw 16-,-� phw 15� phw 3.60 Flagman 10� phv✓ 16¢ phw 15� phw 3.60 Laborer (General) 10� phw 1 phw 15� phw 3.81 Operators and 'fenders of Pneumatic and Electric Tools, Vibrating Machines, and Similar Mechanical Tools not separately classified herein 162¢ phw 15� phw 3.81 Tree Climber, Feller and Chain Saw Operator 162¢ phw 15� phw Oneratine Eneineers Group 1 4.38 Engineer, Oiler and Signalman 30� phw /p 15� phw /p 15� phw /p 4.38 Heavy Duty Repairman's Helper 30V phw /p 15� phw /p 15� phw /p Group 2 4.62 Concrete Mixer Operator (Slip Type) 30� phw /p 15V phw /p 15� phw /p 4.62 Fireman 30V phvr /p 15V phw /p 15� phw /p Group 3 4.86 Equipment Greaser 30� phw /p 15( phw /p 15( phw /p Group 4 4.97 Asphalt Plant Fireman 30� phw /p 15V phw /p 15V phw /p 4.97 Boxman or Mixer Box Operator (Concrete or Asphalt Plant) 30� phw /p 15V phw /p 15� phw /p - 4- -5- Employer Payments for Basic Rate Health & Per Hour Classification Vacation Welfare Pension Group 5 5.16 Asphalt Plant Engineer 30� phw /p 15d phw /p 15� phw /p 5.16 Concrete or Asphalt Spreading Mechanical Tamping or Fini- shing Machine Operator 30� phw /p 15� phw /p 15d phw /p 5.16 Heavy Duty Repairman 30� phw /p 15� phw /p 15V phw /p 5.16 Tractor Operator (Bulldozer, Tamper, Scraper and Push Tractor) 30� phw /p 15¢ phw /p 15� phw /p Group 6 5.26 Concrete Mixer Operator (Paving or Mobile) 30d phw /p 15d phw /p 15¢ phw /p 5.26 Crushing Plant Engineer 30� phw /p 150 phw /p 15¢ phw /p 5.26 Motor Patrol Operator (Any type or size) 300 phw /p 15V phw /p 1511 phw /p 5.26 Universal Equipment Operator (Shovel, Backhoe, Dragline, Derrick, Clamshell, or Crane)30� phw /p 15( phw /p 15� phw /p Teamsters ' 4.20 Driver of Dump Truck (Less than 4 yards water level) 15¢ phw 20V phw /p 15¢ phw /p 4.23 Driver of Dump Truck (4 yards but less than 8 yards water level) 15� phw 20� phw /p 15(1 phw /p 4.28 Driver of Lump Truck (8 yards but less than 12 yards water level) 15� phw 20d phw /p 15� phw /p 4.36 Driver of Dump Truck(12 yards but less than 16 yards water level) 15� phw 20¢ phvi /p 15� phw /p 4.58 Driver of Dump Truck (16 yards but less than 25 yards water level) 15V phw 20� phw /p 15� phw /p -5- phw = per hour worked phw /p = per hour worked or paid Apprentices may be employed in conformity with Section 1777,5 of the Labor Code of the State of California. Employer Payments for Basic Rate Classification Health & Per Hour Vacation Welfare Pension $ 5.04 Driver of Dump Truck (25 yards or more water level, Single or Combination of vehicles excluding trash or rubbish trucks) 150 phw 200 phw /p 150 phw /p 4.38 Driver of Road Oil Spreader Truck 150 phw 200 phw /p 150 phw /p 4.44 Driver of Transit Mix Truck (Under 3 yards ) 150 phw 200 phw /p 150 phw /p 4.58 Driver of Transit Mix Truck (3 yards or more) 150 phw., 200 phw /p 150 phw /p 4.26 Water Truck Driver (Under 2500 Gallons) 150 phw 200 phw /p 150 phw /p 4.38 Water Truck Driver (2500 to 4000 Gallons) 150 phw 200 phw /p 150 phw /p 4.50 Water Truck Driver (4000 gallons or more) 150 phw 200 phw /p 150 phw /p (1) Travel time is considered as time worked. Abbreviations used in the foregoing schedule of prevailing wage rates in con - junction with employer payments listed in the right hand columns are identified as follows: phw = per hour worked phw /p = per hour worked or paid Apprentices may be employed in conformity with Section 1777,5 of the Labor Code of the State of California. Annrentice Schedule Period and Rate The apprentice rate is by percentage of the journeyman's rate. Craft Interval 1st 2nd mod, 4th 5th 6th 7th 8th Bricklayers 6 Months 50 60 70 80 90 95 Carpenters 6 Months 75 78 81 84 87 90 93 96 Cement Masons 6 Months 75 79 83 87 91 95 Electricians 6 Months 50 60 65 70 75 80 85 90 Iron Workers 6 Months 77 81 85 89 93 97 Any classifications omitted herein shall be paid not less than $2.60 per hour plus employer payments set forth in the collective bargaining agreement applicable to the class or classification of the workman ormechanic involved, as defined in Section 1773.1 of the Labor Code. Dated: -7- BY ORDER OF THE BOARD OF SUPERVISORS OF ORANGE COUNTY, CALIFORNIA W. E. ST. JOHN County Clerk and ex- officio Clerk of the Board of Supervisors of Orange County, California ORANGE COUNTY, CALIFORNIA ORANGE COUNTY ROAD DEPARTMENT SPECIAL PROVISIONS FOR CONSTRUCTION OF HIGHWAY IN ORANGE COUNTY PALISADES ROAD BETWEEN NEWPORT BOULEVARD AND MAC ARTHUR BOULEVARD A DISTANCE OF 1.95 MILES SECTION 1 SPECIFICATIONS The Standard Specifications of the State of California, Department of Public Works, Division of Highways, dated July, 1964, were adopted as the Standard Specifications for street and highway work in the County of Orange by Section 62.021 of the Codified Ordinances of the County of Orange, adopted July 7, 1965. The work embraced herein shall be done in accordance with the aforesaid Standard Specifications of the State of California, Department of Public Works, Division of Highways, dated July 1964, insofar as the same may apply, these Special Provisions, the Notice to Contractors, the Proposal, the Contract (or Agreement), the two contract bonds required herein, any supplemental agreements amending or extending the work, working drawings, or sketches clarifying or en- larging upon the work specified herein, and to pertinent portions of other documents included by reference thereto in these specifications. Whenever in the said Standard Specifications of the State of California, the following terms are used, it is hereby provided that the following County depart- ments or persons shall be indended: STATE: County of Orange, a political subdivision of the State of California. DEPARTMENT OF PUBLIC WORKS AND THE DIRECTOR OF PUBLIC WORKS: Orange County Board of Supervisors, the governing body of Orange County. DIVISION OF HIGHWAYS: Orange County Road Department. ENGIN R: Engineer shall mean the Road Commissioner of Orange County, or his authorized agent acting within the scope of his authority, who shall act as the representative of the County during the term of the contract. LABORATORY: Materials and Testing Laboratory of the Orange County Road Department. In case of conflict between the Standard Specifications and these following provisions, these provisions shall take precedence over and be used in lieu of such conflicting portions. SECTION 2. PROPOSAL REQUIREMENTS AND CONDITIONS The bidders' attention is directed to the provisions in Section 2 of the Standard Specifications for the requirements and conditions which he must observe in the preparation of the proposal form and the submission of the bid. In lieu of the provisions of the second paragraph of Section 2 -1.05 requiring the proposal forms not to be detached from the Special Provisions, said proposal form may be submitted on the detached form as provided. Before submitting a bid, bidders shall carefully examine the plans, read the specifications and the forms of other contract documents, shall visit the site of the work, and shall fully inform themselves as to all existing conditions and limitations, and shall include in the bid a sum to cover the cost of all items included in the contract. Any person who is in doubt as to the true meaning of any part of plans, specifications or other proposed contract documents, or finds discrepancies in, or omissions from the drawings or specifications, may submit to the Road Commissioner a written request for an interpretation or correction thereof. The person submitting the request will be responsible for its prompt delivery. Any interpretation or correction of the proposed documents will be made only by Addendum duly issued and a copy of such Addendum will be mailed or delivered to each person receiving a set of such documents. The said Road Commissioner will not be responsible for any other explanations or interpretations of the proposed documents. Bids to receive consideration shall be made in accordance with the following instructions: (a) In lieu of the provisions of Section 2 -1.07, bids shall be made upon the form therefor obtained at the Office of the Road Commissioner, ¢00 West Eighth Street, Santa Ana, California, properly executed and with items filled out; numbers shall be stated both in writing and in figures, the signature of all per- sons signing shall be in longhand. The completed form should be without inter - lineations or alterations. (b) Bids shall not contain any recapitulation of the work to be done. Alternative proposals will not be considered, unless called for. No oral, tele- graphic or telephonic proposals or modifications will be considered. (c) Bids shall be accompanied by a certified or cashier's check or bidder's bond for an amount not less than ten per cent (10 %) of the bid made payable to the order of Orange County. Said check shall be given as a guarantee that the bidder will enter into a contract if awarded the work and in case of refusal or failure to enter into said contract, the check or bond and the money payable therein shall be forfeited to the County of Orange. (d) Bids shall be sealed in the envelope provided therefor marked "Bid for the reconstruction and widening of Palisades Road between Newport Boulevard and MacArthur Boulevard" and addressed to Clerk of the Board of Supervisors of Orange County, Room 501, County Administration Building, Santa Ana, California, and be delivered thereto on or before the day and hour set for the opening of bids in the Notice to Contractors, as published, and bearing the name of the bidder. It is the SOLE responsibility of the bidder to see that his bid is received in proper time. Any bid received after that scheduled closing time for receipt of bids shall be returned to the bidder unopened. SECTION 3. AWARD AND EXECUTION OF THE CONTRACT Attention is directed to the provisions of Section 3 of the Standard Specifications and the following provisions: The award of the Contract, if it be awarded, will be made by the Board of Supervisors to the lowest responsible bidder complying with these instructions and with the right to reject any or all bids, and to waive any informality in bids received. The form of Contract which the successful bidder, as Contractor, will be required to execute is included in the contract documents and should be carefully examined by the bidder. The Contract and the bonds will be executed in original - duplicates stamped according to law, one of which shall be filed with the Clerk of the Board of Supervisors and the other with the County Recorder of the County of Orange. The contract shall be signed by the successful bidder and returned, to- gether with the contract bonds, within eight (8) days, not including Sundays and legal holidays, after the bidder has received notice that the contract has been awarded. Any addenda or bulletins issued during the time of bidding, or forming a part of the documents issued to the bidder for the preparation of his bid, shall be covered in the bid, and shall be made a part of the contract. No person, firm or corporation shall be allowed to make or file, or be interested in more than one bid for the same work, unless alternate bids are called for. A person, firm or corporation, who has submitted a sub - proposal to a bidder, or who has quoted prices on materials to a bidder, is not thereby dis- qualified from submitting a sub - proposal or quoting prices to other bidders. No bidder may withdraw his bid for a period of thirty (30) days after the time set for opening thereof. However, the County will return all proposal guaranties within ten (10) days after the ward of the Contract or rejection of the bids, as the case may be, to the respective bidders whose proposal they accompany. -10- The successful bidder, simultaneously with the execution of the Agreement, will be required to furnish a labor and materialmen bond in an amount equal to fifty per cent (50 %) of the contract price, and a faithful performance bond in an amount equal to fifty per cent (50%) of the Contract price; said bonds shall be secured from a surety company satisfactory to the Orange County Board of Supervisors. Said bonds shall be in the form and based upon the conditions specified in Section 4204 of the Government Code of the State of California. Before entering into a contract, the bidder to whom the contract has been awarded shall furnish satisfactory evidence that he has secured, for the period of the contract, full workman's compensation insurance and Public Liability and Property Damage insurance as per the terms of the specification.Q, from any responsible insurance company, authorized to do business in this State and such insurance shall be maintained in full force and effect at his own expense during the life of the contract. As evidence the Contractor shall furnish the County a certificate of workman's compensation insurance issued by an admitted insurer. SECTION b. SCOPE OF WORK Reference is made to Section 4 of the Standard Specifications. SECTION 5. CONTROL OF WORK Reference is made to Section 5 of the Standard Specifications. SECTION 6. CONTROL OF MATERIALS Reference is made to Section 6 of the Standard Specifications. With reference to Section 6 -1.05, Trade Names and Alternatives, the Contractor shall submit to the Engineer data substantiating to the satisfaction of the Engineer a request for a substitution of "an equal" item prior to thirty five (35) days after the award of the contract. No materials manufactured or produced by convict labor shall be used in the work. Except as provided under "County Furnished Materials" in these Special Provisions, all materials required to complete the work under this contract shall be furnished by the Contractor. -11- SECTION 7. LEGAL RELATIONS AND RESPONSIBILITY In connection with laws to be observed and responsibility of the Con- tractor, attention is directed to Section 7 of the Standard Specifications, and to the laws therein referred to, all of which are applicable to this contract. Reference is made to the list of prevailing Wage Rates set forth in the Notice to Contractors for this project, which have been determined by the Board of Supervisors pursuant to Section 1773, of the Labor Code, and apply to this project. For any classification not included in the list, the minimum shall be the general prevailing rate within the County. SECTION 8, PROGRESS OF WORK AND TIME OF COMPLETION Reference is made to Section 8 of the Standard Specifications. Legal holidays shall be regarded as New Year's Day , Memorial Day, Fourth of July, Labor Day, Veterans Day, Thanksgiving Day and Christmas Day. The Contractor shall begin work within ten (10) days after the execution of the contract by the Board of Supervisors and shall diligently prosecute the same to completion before the expiration of eighty (80) working days from the date of the execution of the contract. Attention is directed to Section 8 -1.06 and 8 -1.07 "Time of Completion and Liquidated Damages" of the Standard Specifications. The Contractor shall pay to the County of Orange the sum of One Hundred Dollars ($100.00) per day for each and every day's delay beyond the time above prescribed for finishing the work. No Contractor whose bid is accepted shall without the consent of the awarding authority, either: (a) Substitute any person or firm as subcontractor in place of that designated in the original proposal. (b) Permit any subcontract to be assigned or transferred or allow it to be performed by anyone other than the original subcontractor. The following "Specialty Items" of work are hereby exempted from the provisions that fifty per cent (50 %) of the value of the work be performed by the Contractor with his own organization but are not exempted from the remaining provisions concerning subcontracting: (1) Adjusting Manholes (2) Highway Lighting and Traffic Signal Systems -12- Neither the contract, nor any monies due or to become due under the contract, may be assigned by the Contractor without the prior consent and approval of the Board of Supervisors, nor in any event without the consent of the Contractor's surety or sureties, unless such surety or sureties have waived their right to notice or assignment. SECTION 9. MEASUREMENT AND PAYMENT Reference is made to Section 9 of the Standard Specifications and the following provisions: Contract payments will be made on the regular day for payment of County bills by the County Auditor. Upon satisfactory completion of the work, the Engineer shall recommend the acceptance of the work to the Board of Supervisors, the said Board shall cause to be filed and recorded in the records of the County Recorder a Notice of Com- pletion. Thirty -five (35) days after the recording of the Notice of Completion, the Contractor shall be entitled to the balance due for the completion and acceptance of the work, provided that all claims for labor and materials have been paid, and that no claim shall have been filed with the County based upon acts or omissions of the Contractor, and that no liens or withhold notices shall have been filed against said work or the property on which the work was done. All prior partial estimates and payments shall be subject to correction in the final estimate and payment. When extra work is to be paid for on a force account basis, compensation will be determined in accordance with the provisions of Section 9 -1.03 of the Standard Specifications as modified herein. The percentage to be applied to the actual wages paid, as defined in Section 9 -1.03 (la), will be seventeen per cent (17 %). The actual wages to be paid as defined in Section 9 -1.03A (la) shall be considered to be the prevailing wage rates in effect at the time the labor is performed and shall include any employer payments to or on behalf of the workman for health and welfare, pension, vacation and similar purposes. No revision of payment for labor already performed will be made for any retroactive increases or decreases in such wage rates. No premium wage rates will be paid for labor employed on force account work unless such rates have been approved, in writing by the Engineer. -13- Equipment rental will be paid for as provided under Section 9- 1.03A(3) at the rates listed for State Highway Contracts in Orange County at the time of bid opening of this contract. In addition to the provisions in Section 9 -1.01 of the Standard Specifi- cations, the following requirements will apply to the measurement of all materials to be paid for on a weight basis. A weigh or load slip will be furnished by the weigher to the operator of each vehicle weighed on scales furnished or owned by the Contractor and said slips shall be delivered to the Engineer at the point of delivery of the material. Full compensation for picking up and delivering said weigh or load slips will be considered as included in the contract unit prices paid for the materials being weighed and no additional compensation will be allowed therefor. SECTION 10, DESCRIPTION OF WORK The work to be done consists, in general, of reconstructing and widening Palisades Road between Newport Boulevard and MacArthur Boulevard with asphalt concrete over aggregate base over aggregate subbase, and traffic signal instal- lation at the intersections of Palisades at Jamboree and Palisades at Mac Arthur. SECTION 11. CONSTRUCTION DETAILS (11.1) Maintaining Traffic. -- Maintaining traffic shall conform to the provisions in Sections 7 -1.08, 7 -1.09 and 7 -1.095 of the Standard Specifications and these Special Provisions. All existing stop signs and street name signs shall be maintained in visible locations as directed by the Engineer. All warning lights, signs, flares, barricades and other facilities (except County furnished and placed information signs) for the sole convenience and direction of public traffic shall be furnished and maintained by the Contractor. All signs shall conform to and be placed in accordance with the current Orange County Road Department Manual of Warning Signs, Lights, and Devices for Use in Work upon Highways. No compensation for extra work will be allowed for work performed as specified in Sections 7 -1.08 and 7 -1.095 of the Standard Specifications. Full compensation for conforming to the requirements of this article, shall be considered as included in the contract bid prices paid for the various items of work, and no additional compensation will be allowed therefor. (11.2) Resetting Mailboxes. -- Resetting mailboxes shall conform to the provisions hereinafter specified. -14- Private mail and paper boxes shall be removed as directed by the Engineer and reset on portable mounts consisting of redwood timber posts in concrete pedestals formed in five - gallon cans, or buckets, in accordance with the details shown on the plans. Redwood posts shall be dense structural grade, conforming to the current Standard Specifications of the California Redwood Association. During construction operations, the portable mount shall be moved as necessary, but at all times shall be easily accessible for the rural delivery. When construction is complete, the mounts shall be placed in a final position outside of the shoulder line as directed by the Engineer. Newspaper receptacles from the existing mail post shall be replaced on the new:.post. The contract unit price paid for resetting mailboxes shall include full compensation for furnishing all labor, tools, materials (including concrete), and equipment, and doing all the work involved in removing the boxes, constructing the portable mounts, installing the boxes on the mounts, moving and setting up the portable mounts as required, placing the mounts in final position, all as above specified. (11.3) Clearine and Grubbine. -- Clearing and grubbing shall conform to the provisions in Section 16 of the Standard Specifications and these Special Provisions. The last paragraph of Section 16 -1.04 of the Standard Specifications concerning burning in the highway right of way shall be deleted. The entire right of way is to be cleared. Section 16 -1.07 of the Standard Specifications concerning adjustment of lump sum price shall be deleted. Full compensation for removing concrete, removing and salvaging metal guard rail and traffic signs, removing and salvaging culverts and inlets, removing trees, and removing irrigation lines and appurtenances shall be considered as included in the contract price paid for Clearing and Grubbing and no additional compensation will be allowed therefor. (11.4) Remove Pine Culverts. -- Remove pipe culverts shall conform to the provisions in Section 15 of the Standard Specifications and these Special Provisions. Full compensation for all excavation and backfill involved in removing pipe and backfilling trenches, holes, depressions and pits caused by removing pipe shall be considered as included in the lump sum contract price paid for Clearing and Grubbing and no additional compensation will be allowed therefor. -15_ (11.5) Removing Concrete. -- Removing concrete shall conform to the pro- visions in Section 15 -3 of the Standard Specifications and these Special Provisions. Concrete removed shall be disposed of outside the highway right of way in accordance with the provisions in Section 7 -1.13 of the Standard Specifications. Full compensation for removing concrete as shown on the plans or as dir- ected by the engineer shall be considered as included in the lump sum contract price paid for clearing and grubbing and no additional compensation will be allowed therefor. (11.6) Watering. -- Furnishing and applying water shall conform to the provisions in Section 17 of the Standard Specifications and these Special Pro- visions. Full compensation for developing water supply shall be considered as in- cluded in the contract price paid per thousand gallons for furnishing and applying water and no additional compensation will be allowed therefor. (11.7) Earthwork. -- Earthwork shall conform to the provisions in Section 19 of the Standard Specifications and these Special Provisions. It is estimated that there may be surplus excavation which shall become the property of the Contractor and shall be disposed of outside the highway right of way in accordance with the provisions in Section 7 -1.13 of the Standard Specifications. T11e provisions in Sections 19- 5:02,.19 -5.03 and 19 -5.04 of the Standard Specifications are superseded by the'fpllQwing: When the original ground.within 0.5 foot of the grading plane and for a width equal to the width of the grading plane has a relative compaction of less than 90 per cent, the subgrade ahall be prepared and compacted in accordance with the provisions of Section 21 of the Standard Specificationg except that the vela- Live compaction shall be at least 90 per cent in lieu of the 95 per cent specified. When the original ground in the shoulder areas within 0.5 foot of finished grade has a relative compaction of less than 90 percent, said areas shall be compacted to a relative com- paction.of not less than 90 per cent. Compacting original ground in shoulder areas to be paid for will be the actual areas ordered compacted, measured by the square yard. The relative compaction of all embankment areas including shoulder areas shall not be less than 90 per cent, in lieu of the provisions in Section 19 -6.02 -16- of the Standard Specifications requiring not less than 95 per cent relative compaction within 2.5 feet of finished grade. Removal and disposal of unsuitable material will be paid for at the contract price for roadway excavation. No compensation for extra work will be allowed for work performed as specified in Section 19 -2.02 of the Standard Specifications. The sand equivalent value and relative compaction requirements for structure backfill specified in Section 19 -3.06 of the Standard Specifications will be required for bridge abutment backfill only. Backfill at all other locations shall not have a sand equivalent requirement and shall have relative compaction require- ment of not less than 90 per cent in lieu of the provisions in Section 19 -3.06 of the Standard Specifications requiring 95 per cent relative compaction, (11.8) Subarade Preparation.-- Subgrade preparation shall conform to the provisions in Section 21 of the Standard Specifications, except the subgrade within 0.5 foot below the grading plane shall be compacted to a relative compaction of not less than 90 per cent in lieu of the 95 per cent specified in Section 21 -1.02 of the Standard Specifications. (11.9) Aeereeate Subbase. -- Aggregate subbase shall be Class 4 and shall conform to the provisions in Section 25 of the Standard Specifications and these Special Provisions. Material used as aggregate subbase shall be clean and free from roots, vegetable matter and other deleterious substances, and be of such character that it will form a firm stable subbase. The material shall be uniformly graded from coarse to fine, and shall be such sizes that the percentage composition by weight of material shall conform to the following grading when determined by Test Method No. Calif. 202. Sieve Size Percentage Passive Sieves 2" 100 No. 4 60 - 100 No. 200 0 - 25 The material for aggregate subbase material shall conform to the following requirements; Test Method Tests No. Calif. Recuirements Resistance (R- Value) 301 55 Min. Sand Equivalent 217 25 Min, The R -Value requirement will not be waived as provided in Section 25 -1.02A of the Standard Specifications. -17 - (11.10) Aggregate Base.- -Class 3 aggregate base shall conform to the provisions for Class 2 aggregate base 1 -z" maximum as specified in Section 26 of the Standard Specifications and these Special Provisions. At least 65 per cent, by weight, of the material retained on the No. 4 sieve shall have at least one fractured face as determined by Test Method No. Calif. 205. The R -Value requirement will not be waived as provided in Section 26 -1.02B of the Standard Specifications. The provisions of Section 26 -1.035 of the Standard Specifications are superseded by the following: At the time aggregate base is spread, it may have a moisture content sufficient to obtain the required compaction. Such moisture shall be uniformly distributed throughout the material. In lieu of the spreading requirements specified in Section 26, aggregate base material shall be spread upon prepared subgrade by means of approved spreading devices which will deposit a uniform windrow or layer, and after spreading as above specified, the material shall be shaped to the requirements of Section 26 of the Standard Specifications. Motor graders may be used for the aforementioned shaping. Tailgate spreading by dump trucks of the material will not be permitted except for spot dumping and in areas not readily accessible to approved spreading devices. Aggregate base shoulders shall be constructed with Class 3 aggregate base. The aggregate base shoulder surface shall be treated with liquid asphalt applied at the rate of 0.25 gallon per square yard. (11.11) Asphalt Concrete. -- Asphalt concrete shall be Type B and shall conform to the provisions of Section 39 of the Standard Specifications and these Special Provisions. The penetration range of paving asphalt will be Grade 85 -100. The amount of asphalt binder to be mixed with the mineral aggregate shall be between 3 per cent and 7 per cent by weight of the dry mineral aggregate. The exact amount of asphalt binder to be mixed with the mineral aggregate will be determined by the Engineer. The provisions in Section 39 -2.04A and 39 -2.04B of the Standard Specifi- cations are superseded by the following: At least 75 per cent, by weight, of the material retained on the No. 4 sieve shall have at least one fractured face as determined by Test Method No. Calif. 205. I. Aggregate grading requirements for base course may be either 3/4" maximum (coarse) or base course as specified in Section 39 -2.02 of the Standard Specifi- cations. The base course mixture shall be placed on the prepared subgrade by means of approved spreading devices which will deposit a uniform windrow or layer, and shall be spread and shaped with motor graders. The use of asphalt pavers for laying the base course mixture shall not be permitted. Each lane of the top course (surface course) shall be placed continuously between terminals as directed by the Engineer. Rolling equipment shall conform to the provisions of Sections 39 -5.02, 39 -5.03 and 39 -6.03 of the Standard Specifications, except 3 wheel rollers shall not be permitted and pneumatic rollers shall be used on base courses only. The miscellaneous areas to be paid for at the contract price per square yard for placing asphalt concrete (miscellaneous areas) in addition to the price paid per ton for the material involved shall be limited to ditches, spillways, aprons, at the ends of drainage structures, and driveways. Paint binder (tack coat) shall be mixing type asphaltic emulsion with a bituminous base grade of 60 -70 paving asphalt, except where directed by the Engineer to use another grade. Prime coat shall be liquid asphalt grade SC -250 unless directed other- wise by the Engineer. (11.12) Seal Coat.- -The seal coat shall be Fog and shall conform to the provisions in Section 37 -1 of the Standard Specifications and these Special Provisions. Bituminous binder shall be mixing type asphaltic emulsion with a bituminous base of grade 60 -70 paving asphalt. (11.13) Concrete Struct.uree, -- Portland cement concrete strucutres shall conform to the provisions in Section 51 of the Standard Specifications and these Special Provisions. Junction structures are to be considered minor structures. The electrically actuated revolution counters for truck mixers as specified in said Section 90 -6.02B will not be required. (11.14) Portland Cement Concrete. -- Portland cement concrete shall conform to the provisions in Section 90 of the Standard Specifications and these Special Provisions. -19-- The combined aggregate grading used in the work for curbs, minor structures, and inlets shall conform to the following limits in lieu of requirements within Section 90 -3.04: Sieve Size Percentage Passing 2" 100 lz" 97 - 100 l" 70 - 95 3/4" 50 - 87 318" 42 - 65 No. 4 33 - 53 8 25 - 42 16 18 - 32 30 11 - 22 50 5 - 12 100 1 - 4 200 0 - 2 Full compensation for Class B concrete used in C.M.P. drop inlets, traffic islands and signal light islands, and drainage pipe collars shall be considered as included in the price paid for the various items of work and no additional compensation will be allowed therefor, (11.15) Reinforced Concrete Pine, -- Reinforced concrete pipe shall conform to the provisions in Section 65 of the Standard Specifications and these Special Provisions. The price paid per linear foot for furnishing and placing reinforced concrete pipe shall include the cost of all excavation, backfill, and pipe bedding incidental with placing the pipe. (11.16) Pipe Bedding.- -Pipe bedding shall have a sand equivalent value of not less than 30, and the combined aggregate grading shall conform to the following limits: Sieve Size Percentage Passing 3" 100 No. 4 35 - 100 All other backfill shall not have a sand equivalent or aggregate grading requirement. (11.17) Corrugated Metal Pine and Pine Arch, -- Corrugated metal pipe and pipe arch culverts shall conform to the provisions in Section 66 of the Standard Specifications and these Special Provisions. on The pipes shall be bituminous coated as provided in Section 66 -1.02H of the Standard Specifications. The ends of the 16 gage and 14 gage pipes shall be end finished as pro- vided in Section 66 -1.02F of the Standard Specifications. Full compensation for placing any broken concrete or asphalt concrete rip rap as shown on the plans or as directed by the Engineer shall be considered as included in the contract price paid per lineal foot of corrugated metal pipe arch and no additional compensation shall be allowed therefor. Full compensation for all necessary structure excavation and backfill shall be considered as included in the contract price paid per linear foot for corru- gated metal pipe and no additional compensation will be allowed therefor. (11.18) Corrugated Metal. Drop Inlets. -- Corrugated metal drop inlets shall conform to the provisions in Section 70 of the Standard Specifications and these Special Provisions. The corrugated metal drop inlets shall be bituminous coated as provided in Section 69 -1.02E of the Standard Specifications. Full compensation for fur- nishing and applying the coating will be considered as included in the contract unit prices paid for corrugated metal drop inlets and no additional compensation will be allowed therefor, Corrugated metal drop inlets shall be paid for at the contract price per each, which price shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved, (including all necessary excavation and backfill) in constructing or installing the corrugated metal drop inlets complete in place as shown on the plans, as specified above, and as directed by the Engineer. (11.19) Frames and Covers. -- Frames and covers shall conform to the pro- visions in Section 70 of the Standard Specifications and these Special Provisions, All frames and grates, frames and dovers, and exposed steel items in catch basins, drop inlets, and junction chambers shall be galvanized except manhole frames and grates in the travelled way. (11.20) Survey Monuments.- -Type A survey monuments shall be constructed at locations designated by the Engineer. They shall be constructed to the dimensions shown on the plans and as specified herein, in lieu of the provisions of Section 81 of the Standard Specifications. The locations of these monuments will be indicated on the surface of the new pavement by 2 -foot cross ties, and the point of boring will be indicated upon the surface by a painted spot. The first boring shall be done with a minimum -21- 14 inch auger and bored to a depth of 17 inches below the surface of the finished pavement. The second boring shall be with a minimum 4 inch auger. This boring will begin at the 17 inch level and shall be bored 2 feet 4 inches deep, which will make a total of 3 feet, 9 inches below the finished pavement as being the minimum depth. Each of the borings shall be checked so it will center on the indicated 2 -foot cross ties. The 4 -inch boring shall be filled with Class "B" Concrete. In the center of this concrete a 2 -inch diameter hole, 6 inches deep, shall be formed at pre- cisely the intersection of the 2 -foot cross ties. The 6 -inch vitrified clay pipe will then be centered in the 14 inch hole to agree with the survey monument plan, then the 14 inch hole will be backfilled around the pipe with sand to a depth of 4 inches below the finished surface. The frame and cover will be placed, as indicated on the survey monument plan, so as not to contact the vitrified clay pipe. The area outside said frame shall be filled with Class "B" Concrete to form a collar 1 -1" below the finished surface. Asphaltic concrete ahall be placed around the frame to the finished surface. Cast iron frame and cover and vitrified clay pipe only shall be furnished free of charge by the Orange County Road Department at an established trans- portation point near the site of work. Concrete shall conform to the provisions of Section 90 of the Standard Specifications. The Orange County Surveyor's Office shall be notified 24 hours in advance of the construction of survey monuments and none of the above work is to be accomplished unless an authorized representative of the Orange County Surveyor's Office is present. The contract unit price paid for survey monuments shall include full compensation for furnishing all labor, materials, (except cast iron frame and cover and 6 -inch vitrified clay pipe), tools, and equipment and doing all the work involved (including excavation and backfill) in constructing the survey monument complete in place as above specified. (11.21) Countv-Furnished Materials. -- Attention is directed to Section 6 -1.02 of the Standard Specifications and these Special Provisions. Unless otherwise provided in this section the Contractor shall submit a written request to the Engineer for the delivery of County - furnished material at least 15 days in advance of the date of its intended use. The request shall state the quantity and type of each material and the delivery point where the shipment is to be sent, All County- furnished material that is not used on the work shall remain the pro- perty of the County and shall be delivered to the Engineer. Materials to be furnished are described in the specification for Type "A" Survey Monuments. -22- (11.22) Adjusting Sewer Manholes to Grade. -- Adjusting manholes to grade shall conform to the provisions in Sections 15 and71 of the Standard Specifi- cations and these Special Provisions. The method of adjusting shall be as follows: (a) Manhole frames and covers and manhole shafts shall be removed to a depth 6" below subgrade and covered with an adequate steel cover. (b) Upon completion of roadway construction, after the asphalt con- crete has been laid, circular holes shall be cut where the man- holes exist. (c) The manholes shall then be raised to the proper grade, the manhole frames and covers replaced, and the pavement shall be replaced with a structural section equivalent to that existing in adjacent areas. The County Sanitation Districts of Orange County, phone 962 -2411, shall be notified at least 24 hours prior to any work being performed on any trunk sewer manholes in Orange County, and all such work shall be done to their satisfaction. The contract unit price paid per each for adjusting sewer manholes to grade shall include full compensation for furnishing all labor, materials, tools, and equipment and doing all the work involved in adjusting the manholes as above specified, including all excavation,backfill, replacement of pavement sections and protective coating, if necessary, and no additional compensation will be allowed therefor. (11.23) Traffic Signal and Highway Lighting_ System. -- Furnishing and in- stalling, and modifying traffic signal and flashing beacon systems and highway lighting systems and payment therefor shall conform to the provisions in Section 66 of the Standard Specifications and these Special Provisions. (11.23 -1) Maintaining Existing Electrical Systems. -- Maintaining existing electrical systems shall conform to the provisions in Section 86 -1.05 of the Standard Specifications and these Special Provisions. Traffic signal system shutdowns s all be limited to periods between the hours of 9:00 a.m, and 3:00 p.m. at the Palisades Road - MacArthur Boulevard Intersection, Where damage is caused by Contractor's operations, the Contractor shall repair the damage promptly in accordance with Section 7 -1.16 "Contractor's Responsibility for the P1ork and Material" of the Standard Specifications. -23-- (11.23 -2) Standards Prestressed Concrete. -- Prestressed concrete standards shall be of the design and dimensions as shown on the plan and all materials shall meet the requirements of these specifications. CEMENT - Cement used in the manufacture of these standards shall conform to the current American Society of Testing Materials.Standard Specifications and Tests for portland cement. Cement must be fresh when used. AGGREGATE - Aggregate shall consist of crushed black and white marble or granite unless otherwise specified. Aggregate shall be clean and free from foreign material which may injure the structural qualities of the standards or detract from their appearance. It shall be uniformly graded down from 1/4" to #150 mesh sieve. Aggregate shall be of high compressive strength. PROPORTIONS - The above materials shall be combined in proportions of one part cement to three parts aggregate by weight. WATER - The water shall be fresh, clean, free from oil, acid, alkali, vegetable matter or organic solids. MIXING - Mixing shall be done in a machine of the batch type and each batch shall be mixed not less than three (3) minutes. No larger batch shall be mixed than that which can be used within fifteen (15) minutes. The quantity of water used shall be limited to the smallest amount which will give concrete of such a consistency that it can readily be poured into the mold, and shall not exceed six (6) gallons to each sack of cement. STEEL REINFORCING - All reinforcing used shall consist of deformed steel bars and 7- strand uncoated, stress - relieved cable with a minimum ultimate tensile strength of 238,000 - 268,000 P.S.I. depending on wire size. Deformed bars shall in all respects conform to and fulfill the physical and chemical requirements of Specification A15 -52T of the American Society for Testing Materials for structural grade steel. Deformed bars shall be welded to anchor base or lugs and extend approximately thirty (30) inches above point of contact. All contact points for deformed steel reinforcing bars shall be welded. Anchor lugs shall be of the same quality as the reinforcing steel and shall be welded to the deformed portion of reinforcing. The entire length of the reinfor- cing deformed bars and cables shall be spirally wrapped with #11 Cold Drawn Wire on a variable pitch. Stub bolts at least 12" long extending 2" above standard and bonded to cables shall be provided for top mounted arms. All cable reinforcements shall be tensioned from 50% to 69% of their ultimate strength before casting, depending on the type of Standard. -24- MANUFACTURING - All standards shall be cast in rigid molds true to design. The steel reinforcement shall be prestressed to not less than 50% of the yield point of the steel and securely anchored to the top and bottom of mold plates, and shall be so placed as to have a 1" minimum concrete coverage at all points. Concrete shall be placed in molds as rapidly as possible after mixing. When filled, mold shall be placed on spinning machine in a horizontal position and rotated at a gradually increased speed until maximum rotation is attained. Time and speed of rotation shall be sufficient to produce a dense concrete. Excess water and laitance forced to the center of the mass shall be drained in a suitable manner. A central opening or duct shall be formed throughout the length of the standard approximately 1 -1/2" in diameter or as shown on drawings and shall be free from sharp projections or edges of a character which might injure the wire or cable. CURING - The standard shall be cured in the mold by moist steam for a period of 4 to 8 hours and shall attain sufficient strength to prevent its de- formation or slipping of cable before removal from the mold. After removal from the mold it shall be protected from direct exposure to sun and wind for forty - eight hours. An additional period of fifteen days shall be allowed for curing in air before standards are delivered for installation. FINISHING - Sand Blast Method - After the standards have been sufficiently cured the entire outside surface of the standards shall be sandblasted to remove cement laitance and develop the surface texture, care being taken that the true lines of the standards are maintained. The standards when finished shall be without cracks or crazing and shall have a uniform surface and texture throughout the entire length. (11.23 -3) Conductors and lVirine. -- Conductors and wiring shall conform to the provisions in Sections 86 -2.08 and 86 -2.09, respectively, of the Standard Specifications and these Special Provisions, All single wire conductors with thermoplastic insulation shall be marked in conformance with UL Publication UL 83, paragraphs 122 to 125, inclusive except that the limitation on white or gray colors in paragraph 124A will not apply. The wire shall have clear, distinctive and permanent markings. Splices shall be insulated in conformance with "Method B" as shown on the plans. (11.23 -4) Service. -- Service shall conform to the provisions in Section 86 -2.11 of the Standard Specifications and these Special Provisions. Circuit closing device in meter socket will not be required for Type A or Type B service installation. The cost of the utility service connection to the riser shall be paid by the Contractor and full compensation shall be includedvathin the bid price for traffic signal and lighting system. -25- (11,23 -5) Controllers. Cabinets, and Auxiliary EquiTxnent,-- Contooliers, cabinets, and auxiliary equipment for traffic actuated signal systems shall conform to the provisions in Section 86 -3 of the Standard Specifications and these Special Provisions. Momentary contact switches shall be installed in the controller cabinet to place calls on each phase. All switches shall be mounted on a single readily accessible bracket and identified with labels. Each momentary contact switch shall be a phenolic enclosed switching unit, single -pole, double - throw, with screw type terminals, rated 15 amperes at 125 volts, AC, and shall have the following characteristics: Switch shall be the precision snap - acting type. Switch shall have an operating force of 9 to 13 ounces and minimum release force of 4 ounces, Pretravel shall be 1/64 inch maximum. Overtravel shall be 7/32 inch minimum. Differential travel shall be 0,0004 to 0,002 -inch. The controller cabinet shall be equipped with a hand switch and cord set for manual operation of signals. (11.23 -6) Mercury VaT)or Luminaires, -- Mercury vapor luminaires shall con- form to the provisions in Sections 86 -5.01 and 86 -5.02 of the Standard Specifications and these Special Provisions. All mercury vapor luminaires shall be provided with glare shields. (11.23 -7) Ballasts. --Ballasts shall conform to the provisions in Section 66 -5.13 of the Standard Specifications and these Special Provisions. In addition to the methods for moisture protection specified in said Section 86 -5.13, ballasts encased in a glass fiber polyester base potted with epoxy resin, or encased in other suitable non - corroding material, may be substituted. The third paragraph in Section 86- 5.13(1) of the Standard Specifications shall be revised to read as follows; Ballasts for multiple circuits shall be constant wattage type with nominal primary voltage rating of 115/230 or 230/460 volts and shall regulate the lamp wattage to ±2 per cent over a ±13 per cent variation in primary voltage. The lamp current wave shape crest factor shall not exceed 2.0 at rated line voltage, -26- (11.23 -8) Salvaging and Reinstalling or Stock-oiling Electrical Eouinment. -- Salvaging and reinstalling or stockpiling electrical equipment shall conform to the provisions in Section 86 -6 of the Standard Specifications and these Special Provisions. Materials indicated to be salvaged shall remain the property of the County. (11.23 -9) Guarantee and Bond.- -The Contractor shall properly execute the attached Guarantee, Traffic Signal and Highway Lighting System. The Guarantee and a surety bond, acceptable to the County in the amount of $2,000.00 to be exonerated upon the faithful fulfillment of the Guarantee, shall be filed with the County before final payment is made. (11.23 -10) Pavment.-- Payment for signals and lighting shall conform to the provisions in Section 86 -7 of the Standard Specifications and these Special Provisions. Any monies spent by the County on emergency repairs, during construction, shall be deducted from the final payment. Hill compensation for furnishing the Guarantee and surety bond for the signalization and lighting system shall be considered as included in the contract item of electrical work involved. -27- Name of Bidder Business Address Place of Residence PROPOSAL TO THE COUNTY OF ORANGE SANTA ANA, CALIFORNIA FOR CONSTRUCTING IN ORANGE COUNTY LOCATION The work to be done and referred to on Palisades Road from Newport Boulevard is to be done in accordance with Special the Standard Specifications of the State Works, dated July, 1964. Phone No. is for constructing in Orange County to MacArthur Boulevard. The construction Provisions and also in accordance with of California, Department of Public Said work to be done is shown upon a set of plans entitled, "Orange County Road Department, Palisades Road, Newport Boulevard to MacArthur Boulevard ", approved A. S. KOCH, Road Commissioner ", as adopted by the Board of Supervisors of Orange County. TO THE BOARD OF SUPERVISORS OF ORANGE COUNTY: The undersigned, as bidder, declares that the only persons or parties inter- ested in this proposal as principals are those named herein; that this proposal is made without collusion with any other person, firm or corporation; that he has carefully examined the location of the proposed work, the proposed form of contract, and the plans herein referred to; and he proposes and agrees if this proposal is accepted that he will contract with the County of Orange in the form of the copy of the contract as set forth in said specifications of the Orange County Road Department, to provide all the necessary labor, machinery, tools, apparatus and other means for constructions, and to do all the work and furnish all the materials specified in the contract requirements of the Road Commissioner as therein set forth and that the Contractor has not accepted any bid from any sub- contractor or materialman through any bid depository, the Bylaws, Rules or Regu- lations of which prohibit or prevent the Contractor from considering any bid from any subcontractor or materialman, which is not processed through said bid deposi- tory, or which prevent any subcontractor or materialman from bidding to any Con- tractor who does not use the facilities of or accept bids from or through such bid depository, and that he will accept in full payment therefor the following unit prices, to -wit: -P1- SCHEDULE OF WORK ITEMS ITEM NO APPROXIMATE j UANTITIES ITEMS WITH UNIT PRICES WRITTEN IN WORDS UNIT PRICE IN FIGURES AMOUNT 1 7 Reset Mailboxes $ $ Per Ea. 2 19 Adjust Manholes to $ $ Grade Per Ea. 3 1 Clearing & Grubbing $ $ Per L.S. 4 12,000 Sawcut A.C. Pavement $ $ Per L.F. 5 300 Furnish & Apply Water $ $ Per M Gal 6 18,500 Roadway Excavation $ $ Per C.Y. _P2_ SCHEDULE OF WORK ITEMS (contd) ITEM NO APPROXIMATE QUANTITIES ITEMS WITH UNIT PRICES KIRITTEN IN WORDS UNIT PRICE IN FIGURES AMOUNT 7 79800 Compact Original $ $ Ground Per S.Y. 8 16,400 Aggregate Subbase $ $ Per Ton 9 13,000 Aggregate Base $ $ Per Ton 10 480 Aggregate Base $ $ Shoulders Per Ton 11 17 Liquid Asphalt (SC -250 $ $ Prime Coat) Per Ton 12 7,800 Asphalt Concrete $ $ Per Mn SCHEDULE OF WORK ITEMS (contd) ITEM +APPROXIMATE NO - ITEMS WITH UNIT PRICES QUANTITIES WRITTEN IN WORDS UNIT PRICE IN FIGURES -AMOUNT 13 1,000 Place Asphalt Concrete $ $ Misc. Areas Per S.Y. 14 260 Asphalt Concrete Berm $ $ Per L,F. 15 13300 Asphalt Concrete Drain $ $ Per L.F. 16 21 Asphalt Emulsion $ $ Per Ton I 17 3 Class "A " Concrete, $ $ Minor Structures Per C.Y. 18 24 27" Reinforced Concrete $ $ Pipe, 2000 -D Per L.F. _P4_ SCHEDULE OF WORK ITEMS (contd) ITEM NO APPROXIMATE ITEMS WITH UNIT PRICES QUANTITIES WRITTEN IN WORDS IIIN UNIT PRICE FIGURES AMOUNT 19 208 24" Reinforced Concrete Pipe, 2000 -D Per L.F. $ $ 20 448 24" Reinforced Concrete Pipe, 1350 -D Per L,F, $ $ 21 146 24" Corrugated Metal $ $ Pipe - 14 Cage Per L.F. 22 20 18" Corrugated Metal $ $ Pipe - 14 Gage Per L, F, 23 136 43" x 27" Corrugated $ $ Metal Pipe Arch - 12 Gage Per L,F, 24 3 Corrugated Metal Pipe $ $ Drop Inlet Per Ea, -P5- SCHEDULE OF WORK ITEMS (contd) ITEM NO APPROXIMATE ITEMS WITH UNIT PRICES QUANTITIES WRITTEN IN WORDS UNIT PRICE IN FIGURES AMOUNT 25 11500 Ditch Excavation $ $ Per C.Y. 26 650 Misc. Iron & Steel $ $ Per Lb. 27 3 Survey Monuments $ $ Per Ea. 28 10 Guide Markers $ $ Per Ea. 29 1 Sianalization - $ $ Palisades at Jamboree Per L.S. 30 i 1 Signalization - $ I $ Palisades at MacArthur Per L.S. RUNE SCHEDULE OF WORK ITEO (contd) ITEM 0 APPROXIMATE ANTITIES ITEMS WITH UNIT WRITTEN W PRICES RnS UNIT PRICE IN FIGURES 1 AMOUNT 31 S Signal Light Island $ 1 � $ I i Per Ea. 32 2 Traffic Island $ $ Per Ea_ 33 1 Finish Roadway $ $ Pe L_S_ I j $ + $ TOTAL or Gross Sum Bid Written in Words I $ I $ In case of a discrepancy between words and figures, the words shall prevail. It is understood that the approximate quantities shown in the foregoing Schedule are solely for the purpose of facilitating the comparison of bids. Accompanying this proposal is NOTICE: Insert the words "Cash ( )" or "Certified Check" or "Bidder's Bond ", as the case may be in an amount equal to at least ten per cent (10 %) of the total of the bid, payable to the County of Orange. a! AGREEMENT THIS AGREEMENT, made and entered into this day of , 19663 by and between the County of Orange, a body corporate an po itic, hereinafter referred to as COUNTY, and hereinafter referred to as CONTRACTOR. W I T N E S S E T H: That COUNTY and CONTRACTOR, for the consideration hereinafter named, mutually agree as follows: 1. The complete Contract includes all of the Contract docu- ments, to wit: Resolutions of the Board of Supervisors approving the plans and specifications, advertisement for bids, instructions to bidders, bid, general, special and supplementary provisions, drawings, plans, specifications, this Agreement and all modifica- tions and amendments thereto. The Contract documents are comple- mentary and what is called for by any one shall be as binding as if called for by all. 2. CONTRACTOR shall perform everything required to be per- formed, shall provide and furnish all the labor, materials, necessary tools, expendable equipment, and all utility and trans- portation services required for the following: Reconstruction, widening and signalization of Palisades Road as shown on a set of plans entitled "Palisades Road, Newport Boulevard to MacArthur Boulevard" which set of plans are hereby made a part of this Con- tract. CONTRACTOR agrees to do all the work and furnish all the materials at his own cost and expense, except such as are mentioned in the specifications as furnished by COUNTY, necessary to construct and complete in a good workmanlike and substantial manner and to the satisfaction of the Road Commissioner of the County of Orange the work hereinafter set forth in accordance with the Special Pro- visions hereto annexed and also in accordance with the State Standard Specifications of the Department of Public Works, Division of Highways, dated July, 1964, which are hereby made part of this Agreement as if fully set forth herein. 3. CONTRACTOR agrees to pay to any laborer or mechanic em- ployed by him, the prevailing rate of per diem wages and rates for legal holidays and overtime work, all as shown and set forth in the Notice to Contractors. The CONTRACTOR shall as a penalty for- feit to the COUNTY Twenty -Five Dollars ($25.00) for each calendar day or portion thereof for each workman paid less than the pre- vailing wage under this Contract, by CONTRACTOR or any Subcontractor under him. -Al- 4. Eight hours constitutes a legal day's work. CONTRACTOR shall forfeit, as a penalty to COUNTY, Twenty -Five Dollars ($25.00) for each workman employed in the execution of the Contract by CONTRACTOR or any Subcontractor under him for each calendar day during which such workman is required or permitted to work more than eight hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of California Labor Code, and in particular, Sections 1810 to 1815 thereof, inclusive, except that work performed by employees of Contractors in excess of eight hours per day, and 40 hours during any one week, shall be permitted upon compensation for all hours worked in excess of eight hours per day at not less than one and one -half times the basic rate of pay, as provided in Section 1815. The CONTRACTOR and all Subcontractors shall keep accurate records showing the name and hours worked each calendar day and calendar week by each workman in accordance with Section 1812. 5. CONTRACTOR agrees to commence construction of the work provided for herein within ten (10) days after execution of this Agreement and to continue in a due and diligent workmanlike manner without interruption, and to complete construction thereof within eighty (80) working days from the date of execution of this Agree- ment. 6. COUNTY agrees to pay and CONTRACTOR agrees to accept in full a payment for the work above agreed to be done, the sum of Dollars ($ ) subject to additions an a uctions at 7te unit prices set forth in CONTRACTOR'S proposal in accordance with the Contract documents. COUNTY agrees to make work progress payments in accordance with the provisions of Section 9 of the Standard Specifications, which sums shall be computed from the prices set forth in the bid submitted by CON- TRACTOR. 7. CONTRACTOR agrees to use and supply only such unmanufactured materials as have been produced in the United States, and only such manufactured materials as have been manufactured in the United States, substantially all from materials produced in the United States. 8. CONTRACTOR shall forfeit as a penalty to the COUNTY, the sum of Ten Dollars ($10.00) for each alien knowingly employed in the execution of this Contract, for each calendar day or portion thereof during which such alien shall be permitted or required to labor in violation of Section 1853 of the California Labor Code. -A2- 9. CONTRACTOR is required to secure the payment of compensation to his employees, in accordance with the provisions of Section 3700 of the Labor Code. CONTRACTOR, by executing this agreement, hereby certifies: "I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workmen's compensation or to undertake self - insurance in accordance with the provisions of that code, and I will comply with such provisions be- fore commencing the performance of the work of this contract." 10. Time is of the essence and as it is extremely difficult and impracticable to determine and fix the actual damages which COUNTY will sustain should CONTRACTOR fail to complete the work called for in this Contract within the time allowed herein, CONTRACTOR agrees that One Hundred Dollars ($100.00) per day for each day beyond the Contract term required to complete the work is a fair and reasonable estimate of the damages which COUNTY would suffer because of CON- TRACTOR'S delay, and said amount shall be presumed to be the amount of damage sustained by COUNTY as a result of a delay on the part of CONTRACTOR, and therefore it is agreed by both parties hereto that said amount per day for each day beyond the Contract term shall be a charge against CONTRACTOR and shall be deducted as liquidated damages due him under this Contract. IN WITNESS WHEREOF, the parties hereto have hereunto set their hands and seals the day and near first hereinabove written. ATTEST: W. E. ST. JOHN County Clerk and ex- officio Clerk of the Board of Supervisors of Orange County, California By Deputy COUNTY OF ORANGE, a body corporate and politic By Chairman of its Board of Supervisors -A3- COUNTY V• GUARANTEE In accordance with the terms of Contract for traffic signal installation in Orange County at the intersection of Palisades Road at Jamboree Road, approved , between the County of Orange, by the Roa epartment thereof (hereinafter refer- red to as the County) and.the undersigned, which contract provides for the installation of electrical systems (traffic signals, high- way lighting, illuminated signs, etc.), or parts thereof, and under which contract the undersigned has installed such systems, the following guarantee of the said systems is hereby made. Should any of the equipment installed pursuant to said contract, except lighting elements and existing equipment, prove defective or should the systems as a whole prove defective, due to faulty work- manship, material furnished or methods of installation, or should the said systems or any part thereof fail to operate properly, as planned, due to any of the above causes, all within one year after date on which systems stated in said contract are accepted by the County, the undersigned agrees that the repairs shall be made and such materials as are necessary shall be furnished and installed within thirty (30) days after the receipt of demand from the County. In the event repairs are not made within thirty (30) days the County shall have the unqualified option to make any needed repairs or replacements itself or by any other Contractor. The undersigned agrees to reimburse the County, upon demand, for its expenses in- curred in restoring said systems to the condition contemplated in said contract, including the cost of any equipment or materials replaced, or, upon demand by the County, to replace any such equip- ment and repair said systems completely without cost to the County so that they will operate successfully as originally contemplated. Emergency repairs must necessarily be made by the County, there- fore when defective material or workmanship results in emergency repairs, the undersigned agrees to reimburse the County, upon demand, expenses incurred. Emergency repairs will be deemed as those re- pairs necessary due to malfunctions of equipment that interrupt the normal flow of traffic through the intersection as determined by the Road Commissioner. Said systems will be deemed defective within the meaning of this guarantee in the event that they fail to operate as originally in- tended by the manufacturers thereof and in accordance with the plans and specifications included in said contract. Date -G1- Contractor a GUARANTEE In accordance with thetorms of Contract for traffic sigpal installation in Orange County_4o the intersection of Palisades Road at MacArthur Boulevard, approved , between the County of Orange, by the Road Department thereof (h ereinafter refer- red to as the County) and the undersigned, Fh1ch contract provides for the installation of electrical systems (traffic signals, high - way lighting, illuminated signs, etc.), or parts thereof, and under which contract the undersigned has installed such systems, the following guarantee of the said systems is hereby made. Should any of the equipment installed pursuant to said contract, except lighting elements and existing equipment, prove defective or should the systems as a whole prove defective, due to faulty work- manship, material furnished or methods of installation, or should the said systems or any part thereof fail to operate properly, as planned, due to any of the above causes, all within one year after date on which systems stated in said contract are accepted by the County, the undersigned agrees that the repairs shall be made and such materials as are necessary shall be furnished and installed within thirty (30) days after the receipt of demand from the County. In the event repairs are not made within thirty (30) days the County shall have the unqualified option to make any needed repairs or replacements itself or by any other Contractor. The undersigned agrees to reimburse the County, upon demand, for its expenses in- curred in restoring sated systems to the condition contemplated in said contract, including the cost of any equipment or materials replaced, or, upon demand by the County, to replace any such equip- ment and repair said systems completely without cost to the County so that they will operate successfully as originally contemplated. Emergency repairs must necessarily be made by the County, there- fore when defective material or wortmanship results in emergency repairs, the undersigned agrees to reimburse the County, upon demand, expenses incurred. Eaergency repairs will be een!?d as those re- pairs necessary due to malfunctions of equipment that interrupt the normal flow of traffic through the intersection as determined by the Road Commissioner. Said systems will be deemed defective within the meaning of this guarantee in the event that they fail to operate as originally In- tended by the manufacturers thereof and in accordance with the plans and specifications included in said contract. Date Contractor -G2- { I RESOLUTION OF THE BOARD PiF SUPERVISORS 0 i I I { 1( s2r6rYUk ;;{ ORANGE COUNTY, CALIFORNIA r July 11 1967 a' On motion of Supervisor Allen, duly seconded and carried, the following Resolution was adopted: WHEREAS, the Board of Supervisors of the County of Orange on 7j July 5, 1966 in accordance with Section 1700, Article 3, Chapter 9, Division 2 of the Streets and Highways Code, passed a -Resolution 9j designating all of that portion of Palisades Road, from Jamboree to 10iI MacArthur Boulevard lying within the City Limits of Newport Beach to be 11i a county highway for the purpose of improvements, and 12f WHEREAS, the improvement_ of sa,- road has now been completed by 13111 the County of Orange, and 14; WHEREAS, it is of the Board of Supervisors of the uy i 15,i County of Orange to jurisdiction of said road to the City a 161 of Newport Beach. °zz I 17 I, NOW, THEREK1S, BE IT R SGLVED that pursuant to Section 1704, 181 Article 3, Chapter 9, Division 2 of the Streets and Highways Code, the 19j Board of Supervisors of the County of Orange does hereby declare all 20'1 of that portion of Palisades Road, from Jamboree to MacArthur Boulevard 211; in the City of Newport Beach is no longer a Cow.--y hi-1away, and 22jf BE IT FURTHER RESOLVED that d-P Clerk of the 33ar6 is hereby 231 instructed to transmit to t:. City Clerk of the City of iCewport Beach 2411 a certified copy cf this Resolution. 251! �i 2611 ATE : SUPERVISORS '.':iON E. ALLEN, WILLIAM J. PHILLIPS, C.M. 27 (i ?FATHERLY, WM. HIRSTEIN, AND DAVID L. BAKER NOES: UPERVISORS NONE I- BScNT: SUPERVISORS' NONE 9 , 32 '.eso--utio \o, 67 -743 I.CW:rs Rel�'rouish Cc .ty Highway c Ci -y of : a. _ t Beach. iy i; 1. I 1i 2! 3i 4! i 51 I 7i a I 9 101 I. 11 Ij 12!1 1' 13� z �00 u � _Z oz< � �0 .71 J I. 1s �; Ij i� 13 �; i I 2' :1�I 22! I 23! ii 2411 25 ,1 26:1 I 27; 1 r 20' z 32: STATE OF CALIFORNIA ) ) ss. (COUNTY OF ORANGE I, W. E. ST JOHN, County Clerk and ex- officio Clerk of the Board iof Supervisors of Orange County, California, hereby certify that the labove and foregoing Resolution was duly and regularly adopted by the (said Board at a regular meeting thereof held on the 11th day of Jely 19 67, and passed by a unanimous vote �of said Board IN WITNESS WHEREOF, I have hereunto set my hand and seal this 1 day of July , 19 67. W. E. ST JOHN County Clerk and ex- officio Clerk of the Board of Supervisors of Orange County, California 2. i `- Depdty C: X009 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD D I V N1 10116 OF N I ONWAVs P.O. Box 2N4 TcRNINAL ANNCK Los AlML98# CALIFORNIA ATTENTION: Na. A.A. SNITN SUBJECT: SLLCCT SVOTBN COT REPORT,► WE ARE TRANSMITTING THE FOLLOWING: ND. COPIES 2 EACN REMARKS: FOR TOUR REVIEW AND APPROVAL. COPIES TO: DATE JULY 21, 1967 UESCR IPT ION FORK CUo% R[V. AND CNT ORBAKDOWN FORM, PR.accT 52 PROJECT .55 PNOJECT 56 BY: NuNTcR T. CNN CN►ERATIVC PROJECTB ENOINccR r � ... COUNTY OF ORANGE FINAL. REPORT FOR neROvz= OF PALISADES ROAD Newport Blvd to MacArthur Blvd Type of Improvement Reconatruction to nDovjde four traffic Iftrian RM f rpaurfaafb Avlating traffin Isma, s.� Description of Mork Performed: Reconstruct and widen with asphalt concrete over aggregate base over aggregate subbase and traffic signal installation at the intersections of Palisades at Jamboree and Palisades at MacArthur. i a_ C&II3 �oeceio�t �,2j N got /v d.r •: c . H. t MR&MIM7MIM B;M- V.M# W4774 A. TOTA . G03T QW PRRTRC. r Preliminary Engineering $ 110351.66 Construction Engineering 16,799.73 Day Labor 20661.64 Iower Water Line 1,700.00 Utilities 91.39 Right of Entry Expense 974.04 Contract Payments 187.91.3.98 TOTAL $ =22" " ., W=ITURM BY THE COUNTY OF ORI for the improvement Of PALISADES ROAD 4: Newport Blvd to MaeArthur Blvd 1E ti 1 1 r� Win" Item 48A - Plans - Field Bork Labor 3,176.98 Equipment 279.00 . Overhead Item 48B - Plans - Offiea Work lab. 5,943.27 Overhead L1.30.9A Item 48C - Constrnation - Field Work Labor 20671.37 Equipment 162.90 Overhead _ 520.14 Item 48E - Construotioa - Inapeetion Labor 7,696.57 Equipment 904.82 Overhead 20656.59 Item OF - Soil Teats Labor 1,573.43 Equipment 118.02 Overhead 195.89 Item 48S - Flaming (By Design SeotiOn) Labor 22.28 Overhead 8.76 Item 48P - Preliminary Planaing Labor 212.41 Overhead 9.2$ Dam_ Tabor Item 03 - Roadway Excavation Labor 26.74 Equipment 13.50 Overhead 9.76 Item 46 - Striping labor 972.12 Equipment 154.74 Materials from Stook 379.91 Overhead ' 381.22 Item 50 - Miseellaneous 75 -9 3 .71 3,354.41 11,257.98 2,187.34 J ' 1= 1,887.99 75.96 28,151.39 1 E • Sestj Devices *Is frog Stook am %"8 - uwl.4 pquipmant :A�: Cw .ati ;tw► 4: • Directional Signs & Street markers 201.31 47.70 198.84 ..91.16 3.82 1.95 1.39 :A .V= 66.54 99..(3,55 uuw ilea tu_i:1a• kzi t of Y-tUy Ecpews :roc:.«.:: 7xymenLe w ^.ai LC MSD BY COU= SEEN 339.01 7.16 2,661.64 1,700.00 91.39 974.04 i I { fr. if. f; n> f, :f i+ i i , 1; CCO it provided for a Coordinating Unit for Signala, the relocation of a Signal Standard on MacArthur Blvd and relocation of 43" x 27" CUPA. CCo 12 - (1) Maintenance of existing traffic signal eyatems at MacArthur during modification. (2) Place 1 -7 /16 inch Asphalt cap over existing facility, and (33 Raise existing crater valves and covers within the resurfaced area. CCO #3 provided for the extension of an existing storm drain required to protect the embankwnt slopes. C<Mt antor'n PerformeIICe A lack of attention to detail was evident throughout and the paving operation indicated either inadequate planning or lack of personnel. The foot that the job Superintendent was an active equipment operator prohibited his function as supervisor and although there was no apparent un- willingness to be cooperative, matters relating to traffic control, etc., did not receive the proper attention. The earthwork is of satisfactory quality. The paving in some areas is below the average quality. The general appearance of the work Is satisfactory. I hereby certify that the above is a true and correct statement of the work performed and costs incurred on the above project. G. H. SULLIVAN Resident Inginser January 25, 1967 DIVISION OF COSTS (REVISED) 4i Contract i # Preliminary Engineering Signal @ Palisades & Jamboree Contract _ Construction )ee i Day Labor Lower Wate I+ Right of Ent t_ Utilities E' zi l City of County Newport of Beach Orange Total $52,237.23 ,.'$135,706.75 $187,943.98 (27.79%) (72.21%) (10076) 180.00 90.00 270.00 11, 081.66 11, 081.66 4,668.64 12,131.09 16,799.73 739.67 1,921.97 2,661.64 11700.00 1,700.00 974.04 974.04. 25.40 65.99 91.39 57,850.94 163,671.50 221,522.44 <4 �t ':. ;•ice � F 8 O 8 � N CV Ilk In 0 U� 0. CM N AA 1 N L� ri t0 M rT r• 0 C r to ift r• r'1 �p ''{ (V r•I � N ON t— T ML, MO r• ri t0 T T M ri �0 +Mto T u'\ w w w T tj.Dr•O OC,O r4 O �t 88888'88888888 m 88���N° NJ 8 O N W O N 0\O O 8,r\u0� T uN 00 r•1 t0 vMN�NW rtO AAi� -I r'l - OON f-4 M r• ri N- rl w w W M r'1 v\ o��p ° -}.tp p . 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L)Wuo UWW W ^\ mO� to NU}iaz _J W V FORM CU- 50 -8ev. 1 2 4 5 6 7 8 9 10 11! 121! 131 w 14 UJ X0Zz to 0 0 Wes° u oZ° 16 :,i Cl 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 ACW :rsI 0 RESOLUTION OF THE BOARD OF SUPERVISORS OF ORANGE COUNTY, CALIFORNIA iF 7 +� CF "`r;pnl BEE, July 11, 1967 On motion of Supervisor Allen, duly seconded and carried, the following Resolution was adopted: WHEREAS, the Board of Supervisors of the County of Orange on July 5, 1966 in accordance with Section 1700, Article 3, Chapter 9, Division 2 of the Streets and Highways Code, passed a Resolution designating all of that portion of Palisades Road, from Jamboree to MacArthur Boulevard lying within the City Limits of Newport Beach to be a county highway for the purpose of improvements, and WHEREAS, the improvement of said road has now been completed by the County of Orange, and WHEREAS, it is the intention of the Board of Supervisors of the County of Orange to relinquish jurisdiction of said road to the City of Newport Beach. . NOW, THEREFORE, BE IT RESOLVED that pursuant to Section 1704, Article 3, Chapter 9, Division 2 of the Streets and Highways Code, the Board of Supervisors of the County of Orange does hereby declare all of that portion of Palisades Road, from Jamboree to MacArthur Boulevard in the City of Newport Beach is no longer a County highway, and BE IT FURTHER RESOLVED that the Clerk of the Board is hereby instructed to transmit to the City Clerk of the City of Newport Beach a certified copy of this Resolution, AYES: SUPERVISORS ALTON E. ALLEN, WILLIAM J. PHILLIPS, C.M. FEATHERLY, WM. HIRSTEIN, AND DAVID L. BAKER NOES: SUPERVISORS NOME ABSENT: SUPERVISORS" NONE Resolution No. 67 -743 Relinquish County Highway 1. to City of .,Newport Beach. s 1 2 3 4 5 g� 7 8� 9 10 li 121 13 141 J 15I N 4Z2 D moo V.u" 16� h10 - 02K 00 17I u is 19 ii 22 23 4i 24I 25 I� 26 Ili 27' 28; 29 30 31. 32 i STATE OF CALIFORNIA ) ss. COUNTY OF ORANGE ) I, W. E. ST JOHN, County Clerk and ex- officio Clerk of the Board of Supervisors of Orange County, California, hereby certify that the above and foregoing Resolution was duly and regularly adopted by the said Board at a regular meeting thereof held on the 11th day of Jl,7,y , 19 67, and passed by a unanimous vote of said Board IN WITNESS WHEREOF, I have hereunto set my hand and seal this 1th day of July , 19 67. W. E. ST JOHN County Clerk and ex- officio Clerk of the Board of Supervisors of Orange County, California Y Depdty COUNTY OF ORANPWO 2117166 Is AUDITOR - CONTROLLER j —: +n INVOICE NO. 04663 P.O. BOX 567 SOLD TO SANTA ANA, CALIFORNIA ACCOUNTING CODE NUMBER C ii)t�y 'I 4pik'Wpoort 21"ch FUND I DEPT. OBJ., SUB -OBJ. 3300 rt ]Ivd _ 112. 3011 466 NAME ADORE55 • N wport Beach, Calif. _. Attn: D. W. ]deans, Purchasing Agent W F H30 -3 CUSTOMER EXTRA COPY u:3 QUANTITY D E 3 C R I T 1 O N PRICE AMOUNT To credit Invoice No, 03645 billed for $41, 096.30 - should have been =59,,950.94. (P. 0. No. 3013, 3014 - Palisades Rd, per agreement dated April 19, 1966) $3,245.32 CREW \ z7144 TOTAL DUE - Credit F H30 -3 CUSTOMER EXTRA COPY u:3 Jan. 27, 1967 COUNTY, OF ORAN E p3645 DAT E.- AUDITOR- CONTROLLER INVOICE NO. F+ P.O. BOX 567 SOLD TO SANTA ANA, CALIFORNIA . i ACCOUNTING CODE NUMBER City Of Newport FVND� � DEPT. I 05J.. SUB -OBJ. NAME i300 W. Newport Blvd Its =011 480 ADDRESS 1 Newport Beach. Calif. Attn: D. W. #Beans. Purchasing Ate,; s CUSTOMER EXTRA COPY. F 850.5 QUANTITY D E 5 C g 1 p T 1 O N PRICE AMOUNT. - City's share of cost for the tmprovemeat,Ol Palisades Rd per agreement dated April 18. 1856. Detail of costs attached 61,096.26 (P. O. Bo. 3013. 3014) „k U - - -° TOTAL DUE :61.0:6.26 CUSTOMER EXTRA COPY. F 850.5 (2—/009 STATE OF CALIFORNIA— TRANSPORTATION AGENCY EDMUND G. BROWN, Governor DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS DISTRICT VII, P.O. BOX 2304, LOS ANGELES 90034 December 21, 1966 07- 0ra- 0-Nppt8 SS Project 52 Section 186.1 Mr. Benjamin Nolan City Engineer City of Ne:aport Beach 3300 West Newport Boulevard Newport Beach, California Dear Sir: The plans and supplemental information for SS Project 52, which provides for the improvement of Palisades Road from Jamboree Road to MacArthur Boulevard have been reviewed and the project is approved for Collier -Unruh financing. Very truly yours, A. C. BIRNIS Deputy District Engineer By A. A. SMITH Assistant District Engineer 0�4�i C• � m O Ov o• �o O m .. O C+ ' o g o w N fi W O •wo U 0 O•C O• w •'i i•i x r mH G R• r (A H N + • A y, I N N N CY, pa C, El • w r_ P' (D 0 �' r •wig .1 & wa or �pO N O R• S O N ' O . 5~':. d . w N 0 O to • Y d O r O � O S �► O' o O• N S 1-• r (A H t�c') H„ r> vxN: N Y N I N N N � Cai. N m C, El • w r_ P' (D 0 �' r •wig .1 & wa or �pO N O R• S O N ' O . 5~':. d . w N 0 O to • Y d O r O � O S �► O' o O• S S O O O O P \ \ e 0 4 O O 0 o ' 'r o. I .O 1; Y Y �' r .1 O O �pO N O %U S O N ' O S 03 S O to • Y O O r O O O S O' O• S S O O O O 1; • V co �' r r O O O U U S O O S S .• Y Y O Q r O S S S •p S P \ \ e 0 0 O O O o ' 'r o. I .O ;•_ O it c c p it `0 - � rh \. . UN V ... \ o o 0 0 it �r- - l .V -� V 41 •� fj { Cl r el o c o p p• o Ip . yyO tom. O 'L CU i i • l�• N .e i .. Ito r4 0 m . Co r a it o 0 0 o o r • • V V �' r r O O O U U S O O S S .• Y Y O Q O S S S S P \ \ e 0 0 O O •� o o ' 'r o. .O rh \. . UN V ... \ o o 0 0 41 yyO tom. O 'L CU i i • l�• N .e i .. Ito r4 0 m . Co r a it o 0 0 o o r • C H W n H r F H N F m H c' N N H �- c• N F 9 H c• N O N H F• 1+ N N N H S ON n fu C+ (b Mx'm N -. C% m 1fD 9 im .1 CD 00 iN to [• a N ..:.' I • .1 00 O H �' 0 H x N t'• n � t• 6 c7 t-' b � g ...5 � A • H t' A W. [=f n) b n .L"'1 BSI a IJ •� N '*1 N M ty '•1 .'•M •t'• O ;.;:. :' H W • W ^t C tJ • it • y IA„ fir O 0 n c c� a wm ON ocD oc-1D �� rH t:pro 00 Vb 00 $.y i w • v 4 � v rt Qp O O O• O O O. O O O p f4 ik O O ~ 0 O 0 p ... 0 0 G p 0 0 O• 00. 0 , ri o o b � 0 0 1 0 .a0 V C O M Cl (Aj 0 0 0 p 0 0 CA 0 0 p 0 0 0 p0 .. ":. 0 0o Op p O ° 0 • 00 0 C 1l PROJECT CITY 0 f&PORT BEACH - PJUBLIC WORKS DD.,WNT ESTIMATING FORM -N, . t A 'V�, !-� � A, ... f ! I &,% -A"n C CZ PRELIMINARY FINAL DIVISION DATE I 10., ITEM QUANTITY- UNIT PRICE AMOUNT Pee"- 41CIV7- gre X W T 2D ¢DD 415- -606,19, 00 OZ 4".4?. AZrWFVZ- 01V 14- otl -O Ye 7- ON 1?0 9-ov ee gi-)72 VG 7- 5 7,A� op z le4, c) e16AI 7Z4FrIe 0161,1#1.1 Cf1JC1,14Z,17 /&V-�AhAY !9r V XIV AkISAdf-r 4s Z 300.1701 1;7C 7 &7A ,. 1 Ah O F • C- look A. S. KOCH ROAD COMMISSIONER AND COUNTY SURVEYOR L. MCCONVILLE R. V. WISE ASST. ROAD COMMISSIONER DEPUTY COUNTY SURVEYOR AND SURVEYOR R. Be VAILE W. L. ZAUN DIVISION EN 6IN E ER—OPERATIONS pEIUSE DISPOSAL ENGINEER Gi M. IN STO R M GIHEEIHG DONIS 5BARRETT E DIVISION ENGEER — EN BUSINE5 MANAGER TELEPHONE: 034 -3456 AREA CODE 714 ROAD DEPARTMENT ENGINEERING BUILDING 400 WEST 0TH STREET SANTA ANA. CALIFORNIA 92701 October 17, 1966 City of Newport Beach 3300 West Newport Boulevard Newport Beach, California Attention: Joseph T. Devlin, Director of Pablie Yorks SUBJECT: County of Orange Contract for Construction on Palisades Road between Newport Boulevard and MacArthur Boulevard. Gentlemen: Reference is made to your letter of October 11, 1966, regarding damage to City of Newport Beach electrical conduit located at the southeast corner of Palisades Road and Birch Street. In reviewing your claim with the Contractor, this Department has been assured that charges accrued by your forces will be settled prior to final payment under this contract. IImder terms of the contract, acceptance date is recommended as of October 11, 1966, with recording of Notice of Completion on October 25, 1966. Final balance due Contractor will be paid thirty —five (35) calendar days from above date. If payment has not been made ten (10) calendar days prior to this date by the Contractor it is recommended that a similar letter be addressed to the County of Orange. Auditor —Con- troller, requesting stated amount for damage be retained from final payment. Subsequently, payment will be made to City of Newport Beach, City Treasurer. Tory truly yours, Road Commissioner d: County Surveyor AS%:HCC:bt cc: T. A. Hein, Auditor Controller R F C F I V E D OCT 2 is 1966 �tfe- :�.EtZevz % AuDc�oa- �cA;ZKo��c7Z ctti� NoJ. t7, ,q66 PUBUC WORD DEPT. I(�P CBTY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAE BNFQRMAT &DN FRDwI= c� coo y ICI FFR50N C FRRM* TE o TEL�co 9 C L-1 N NI . DATE P,Wo DIRECTOR ST.PW. DfR. U7aUTY SUPT, TRAFF K, ENGR. A:3Si`o ,-GTY ENGR. 3 ?J6D VV. ENGR. o DESBGN ENGR. C -OP. PROJo ENGR. FEED ENGR, s $ € CRETAR`t Tate VA1 c F ORM9 C%Cel') lEi //o IIUEJECT� -a/Sa Dd-' � FILE- C -1009 DATE 9- /Z OUTLINE OF QNFORXATFON RECEIVED a� '.;;I'8FN 1. / N.o✓ c� G/p.C�C� -� /�OAC.J iNS Tr✓CC.(.."'oS,, r / /tom �°p.c. /%2AL fo�C Fit /Cq r /oci % J 7/fZpV rPG 30 / %70 /... G'J S - TN /S i76 /,mot CJ ACTION REQUORED /C /. a.IPiw -L A.e.eA.s/!L- :.msstz /TS PERSON RESPONSIBLE NOTE% MAKE COPIES FOR ADDRESSEES ONDICATED BY "C9e IN NO. BLOCK. DATE DUE 0 C 6T°e" OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL �NFORMATUCN FROM: FORM' TEILo t TELCON I Too . c®oic FORM: TFL. SUBJECT- 3 XjSA -D&S IC r OUTLONE OF VNFORMATOON RECECVED A V-r-20VEN B 0 NOe� r8d;ITo D P.W. GIREC'TOR ASST,P.We DIR. UT G L Fn' SUPT. TRAFFBC ENGR. ASST. b0Y ENGR. SUBD FV. ENGR. DESIGN ENGR. ro-nP< PROJ. ENGR. FIELD ENGR. SECRETARY FEL E8 e -1001 DATE' q - 4 I u%,L,/ tZ C!,.1 M3 "F) TNtS" '7'�.A U6. IJ,a fcTc3p-S L A A V� A /C 0 0 0 `A 'Cs "r , I -A YAeA'T/owf 30 C120 T O C e- AST? W F A-* 7"' s (ZA0uT 2A C..�$Nuu T6 (7-" Lv A S [9 -9 TA +" T .4b l.C� C b3 SA a-c' � ,1 �+4..UM.�akA� /vL<, Nom. W,L._ U32fT (Zo A,L"i a LTOOL. C4�U -ti. yc+"I-,% `. L� ,t`. C+.,k-?� IJ+g, — ��.n -n +� s I-- 1= rzrtJroi� ACTOoN REQUORED PERSONRESP'ONSOBLE DATE DUE 6 NOTE% MAKE COPIES FOR ADDRESSEES ONDOCATED BY °+C" ON NO. BLOCK. r y August 291 1966 Steiny &Mitchel, Inc. 221 Borth Ardmore Avenue Los Angeles, California Attention: Dick English Subject: Orange County - Palisades Road & Jamboree Road Your P.O. TA6316 Door Sir: 7nis is to acknowledge receipt of a copy of a letter by b1'. A. S. Koch, Orange County Road Corr"— ic sioner, to the C. E. flurley Contracting Corporation in Car en Grove indicating that tine 10arbolite poles supplied, and now installed, at Palisades Road & Jar! -oree Road on the above project do not conform to the standard details shown on shoot 016 of 41 sheets of the Con- struction Plans. toe call your attention to the Traffic Signal Plans, shoat 4;4 of 6 sheets: CONSMUCTIC27 13TZS, 11'5, stantes "Install "'Lrbolite, GW12CAIS Eloctroliers, or approves: equal." At location <,,2, we supplied 765J12 - P1.nrbalite St ndard witl; provisions for future signal rmst arm wit, i:od. Cam, CID and C"L. C4'ZIM— AL 1i-073S, 06 of tlio same Traffic Sis al Plans states "area III St "nn -dards shall be 11- zbelite -"eGS I2C-AI0, or an;� ovoa e ,az,l." too Supplied a craantity of two; one at location '4 and one at location 10 of the �r65J12GAl3 Mrbolite Standards with P35d. E, CD, C1B and C30. We feel that we were obligated to supply the &:^_r"aelite Standards as catalc_- c:l and as spocigied in the Ca:iSs UC:_T l zz s and tho GZ:7ZMAL i ::_ES for Traffic Signal Plans, Sheet 'cf 6 sheets. If you Zeal that you n,DTv wish to change these poles, the following additio3al cost will prevail: 2 - aC 7001 Narbolite w /tad. CD, CID, C3L & E, less anchor bolts. $363.50 each. $727.00 1 - TC 7001 Mirbolito w /provisions for future sicaial roast arm w /Mod. CB, CIS & C3L, less anchor bolts. $296.50 D & E (Special Trip) $124.00 Steiny & Mitchel, Inc. Page Tao. Please consider that there will be a $25.00 per hour stand -cy charge by the pacific Union Metal Comany for the timo involved in rem -wing the OGSJ12GAIB Standards. There will not be a charge for returning the salvaged poles to Pacific Union Natal Coraany's .:ilmirgton facilities. Pacific Union d?wtal Copany will allow a credit on the salvaged poles, but this credit will be based on the condition of t2ie poles upon their return to Pacific Union metal Company`s Vrilmington facilities. Tney are unable to dotermine the restocking charge at this time. else original total cost of these poles was $1.027.50. If we can be of further help in this matter, please contact the undersigned. Very truly yours, ECO2. -O ,ITE, A Division of Tamar Electronics, Inc. Irvin Goebel District 1,1=agcr IG /mt cc: Burt Griffin 0 C M OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL BNFQRNAT = FROMo JArI! 1l Tso�1 �� PP:RSCN C— a e—e 1. FORM' ' 1 TEL TELCON To" fC0—/4 FoRMe DEL. E SU1BJECTo DATE' ODTLONE OF dNFDRMATOM RECEOVEC Lu o v n. O A 5 .d <' o-u i 2rs ca -e�rZ i 1c J J n.eC /6 xt 1=, LA.9 o v+ [? NA later L.,. I- 0 A� tc9l� 1��T�*co�a� A, 4 l.�O�Y �i (Z�.j Oc .i C' -o*�1r zc,cr�� Lot a1ic=!- 10a J AcTOON REQuORED PER°soN RESP^w'NSOBL.E rUO� AS A e (,may aT �4ow NOTE8 MAKE COPOES FOR ADDRESSEES ONDOCATED BY "C" ON No. BLOCK. DATE DUDE 0 CETY OF NEWPORT BEACH PUBL9C WORKS DEPARTWNT RECORD OF ORAL ENFdBRMATGON FROM'_ lc ON pp!psoN FORM' _ TEL o�. ®..� TELCON E TO; KI NN C« G.— 41 NOe OfdET. DATE P.W. D9RECTOR ASS .P.W. DIR. rJT6LlTv SUPT. TRAP�R, ASSTS CETY ENGR. SUED 6V'e EN%GR. DESEGN ENGR, �C-OP. PROj. ENGR. FzELD EKGR. � a SECRETARY F FL. 5ueJECT. �A(- 13a2c --c_: �c.- w(sa��.-s F;•�Eo C -loc�q DATE' 6 I� OUTLONE OF uNFORXATtON RECEIVED B GI-VFN E -?(2 C, (--) IT3e,-, /v / c 2� �c�4� VteG T1�cS iN/7loZ �O 'r-(ry '7ta� -c •®�— A-( C) Lo 4z,K�� 1s Q�,rc� Acr6cm REQUIRED PERSON REOroNs6BLE 1 o tf cc7- �= d+ k. TW,.$ NOTE% MAKE COPIES FOR ADDRESSEES BND6CATED BY "C" IN NO. BLOCK. DATE DUE ORANGE COUNTY ROAD DEPARTMENT 400 WEST 8TH STREET SANTA ANA, CALIIORNIA ATTENTIONi MR. CHRISTIANSEN 0 AuGuST 8, 1966 SUBJECTS WI INS OF PALISADES AD,.NEWPORT BOULEVARD TO MIACARRBUR B LEVARD (C -1009) GtNTLENENt ATTACHED ARE COPIts or REPORTS, LETTERS, ETC. DEALING WITH AN ACCIDENT THAT OCCURRED ON THE SUBJECT PROJECT. FROM THE C.H.P. REPORT, THERE IS SOW QUESTION AS TO WHETHER THE ACCIDENT WAS IN THE CITY OR COUNTY TERRITORY. OUR INSURANCE CARRIER WILL PROBABLY BE IN CONTACT WITH YOU REGARDING THE TERNS AND COIM DITIONS or YOUR CONTRACT WITH HURLEY. VERY TRULY YOURB, G.P. DuwIGAw, JR, ASST. CIVIL EwGIwm GPDtNAJ ATTS: CITY OF NEWPORT BEACH CALIFORNIA -. July 26, 1966 Insurance Camay of North America` P. O. BOX 1085 Ouange, Califcrnia 92668 Attention: Mr. J. 1. Molitor Gentlemen. ihclosed is the clam of V.I.P. Car Leasing Corporation for damages to. a car leased to Les Vegas Properties, allegedly caused when the driver went off a 2 1/2 - 3 foot drop while making a left turn onto Palisades from Jamboree Road. We are also enclosing a coW of California Highway Patrol Traffic Accident Report No. 520- 7 -66 -73 and repair bill frK m Newport Auto Works. Listed below am the current City projects in this area alone with th®, rubes and address of the contractor on each project. Contract No. Project Contractor C -847 Janboree Road RealJnent Coxco, Inc., Drawer "C ", Stanton, Calif. C-1009 Palisades Road Improvement COY of Orange C -1019 18" Water 9Yanemissicn Main - Cabildo Ccyrp. Jamboree Road, Eastbluff to 10506 S. Shoemaker Ave. Palisades Santa Fe Springs, Calif. Very truly youpa, MARGLW SCMROUDER City Clerk By: Acting Uty- e. dg Encl. ox: City Manager City Attorney Public Works Deparbnent CAR LEASING CURPURAT'IUN 8701 BEVERLY BLVD. • Los ANGELES 48; CALIFORNIA • OL 5 -9391 - OL 7 -2700 y July 18, 1966 °^ RECEIVED t> CITY CLERK JUL 1 n 1966> E My OF Citv of Newport NEWPORT REACH, • s Newport Citv Ball 2 CALIF. • 3300 Fevoort Blvd. �, y `� N N Newport Leach, Calif. Attn: City Clerk Re: D /Acc 7/6/85 Our File No. # 258 Our Lessee Las Vegas Properties-- -drvr: Joan Mahterian Your A/D Gentlemen: Please refer to our letter of 7/13/66 Enclosed herewith please find a copy of our final repair invoice in the amount of $ 563.86 Please forward your draft to this office, attention of the undersigned. Very truly yours, Sonie,Miller, Insurance Department Remarks: Final repair bill from Newport Auto Works. i Daro �- �`� Phone No f Make of ` Motor N INVOICE NEWPORT AUTO WORKS BODY SHOP 24 HR. TOWING - PHONES: 54 9-4650 or 548.7781 '— 120.137 INDUSTRIAL WAY COSTA MESA, CALIF. I'� O TO BE FAP MEMO I On 101 IF Opp R�-/ IMMIME ZMA - �i. SIGNED - /�/. • "' CAR LEASING CORPORATION 8701 BEVERLY BLVD. • Los ANGELES 48, CALIFORNIA • OL 5 -9391 - OL 7 -2700 July 139 1966 *City of Newport oWewnort Citv Hall •3300 Yewnort Blvd. *Twmrrt Beach, Calif. A-v-I a -. e ini Oker- K Re: D /Acc 7/6/66 Our File No: #258 NP�B F'966a �A( /F,BfACy Our Lessee: Las Vegas Properties ---- drvr: Joan Mahterian Your A/D " Gentlemen: An investigation of the above captioned accident reveals that the fault of same lies directly with your assured. We are now in the process of repairing our lessee's vehicle. Upon completion of same, we shall forward a copy of the final repair invoice. Please note your records accordingly. When replying, please use file number captioned above. n VejdMill ruly yo+ s S Isurance epartment PHONE: 654 -5211 Enclosed find a copy of the statement made by our lessee's driver, also a copy of the police report , ;l, r • ` \j 1 1� icv o. Policv Dates COVTPArT r�iL. +.,-.r ti iii \.>•� i �l!`' -hl- INJURv • PATF Cc To be LOSS PAYFE An Cor-nleted Pv Aaent FlP � HOLPFR ADDRFS. AUTO USED OR OCCUPIED By FOLICYHOU KIST (JIVE ISP�TP"s. Art r c C/G 2. { aJ (Jvo FILE NO. or Bmoker Ph. Res. Ph. TY b 'T1r^F (it .i 1 J A. Mr v r. CATION ��'•1 tii \:\r��L -(.r L1•. 1. :i -:. ��• �il. �'..I - • ` \j 1 1� icv o. Policv Dates COVTPArT r�iL. +.,-.r ti iii \.>•� i �l!`' -hl- INJURv • PATF Cc To be LOSS PAYFE An Cor-nleted Pv Aaent FlP � HOLPFR ADDRFS. AUTO USED OR OCCUPIED By FOLICYHOU KIST (JIVE ISP�TP"s. Art r c C/G 2. { aJ (Jvo FILE NO. or Bmoker Ph. Res. Ph. TY b 'T1r^F (it UK AU( 11)1Ni :7/L- V 1 J A. Mr v r. CATION ��'•1 tii \:\r��L -(.r L1•. 1. :i -:. ��• �il. �'..I - jfOCl iii AR rIADF —F+D L. SrR MOTOR NO. LIC. NO. YW STATE c. ).,,,a_. 06L- Jai,_, �ji.Ifi�IF i+�3_�`7t �,iIr5�i51" n O. OI•'NE.R Same as iblicvholde us. knone ITH 01,vERIS PERKESIUON? L es No OTHER TNSURANCE ( ) Yes ( ) No i•'HEFE AU1U MA" 13E SEEN (Address)': Wlcw ^c, #a' To Estimated cost of Repairs ,:Zp vt:> • c L F THEFT, SPET177 PROPERTY N-IULLN �,l :.l >`YZ C�r1 i= -rZril G -c lir�h\I�G=i i.� =>C\. is L�l•j,j. iF COL- LISTON OR COMPREHFTISIVF SPECIFY DAMAGE LOCATION BAD( N0. OR A OF FOL CY AUTHORITY TO V1 T AS REPORTED 1) NFl riL l tA }.4 1 V " -!i U 190-0?c. L- r) s,14 ?- (- (. 1 3 ',. -lA ie< 17 -343 OL, R u ni ADDRESS jr(-( �Ca 4 C) 2Atic` C11ti.j ,FF���'(2'Hon n DAMAPE "O OTHER DR VER ( ) Sarre as Above PROPERTY ADDRESS Bus. Phone OF 071JERS OPERATOR LICENSE #) Home Phone LIST DAMAGE. If AUTO, MAKE, YEAR, LIC. NO. YEAR E STATE USE , ADDITIONAL ESTMIED COST OF REPAIRS SHEET IF r"AS O ER CAR INSURED? Yes No NFCF.SgAEtY NAME OF COMPANY E POLICY NO. kb) Nz�pik; ADDRESS . AGE PFRSONS EXTENT_�F INJURIES MTURF) NAME - --- - ---.Anr)Rr-q.q w e _ -3 u.I,cC! EXTENT OF INJURTE:S Date SIMATURE OF POLICYTHDO OR DRIVER 7 0 i cJLc A 7- ` o .._...._�_T .-3 Foci -' -�� ��i,�CET Cc��� U/t.'l�r,C, �!t�tir•iTc<�r'i�,c.%.,iC�k'c/d' ,•,_ CJ�/r•1.^ _'OFF /Cc/C .df= tr ,. Sl6iC}S" fJ,�'OttiJ1� J�9cJ7�JE .� - •:�c::+tl�'"iiE�i(�y /c'ti,� '._........ _ .._ ..... it lb UL . CO OINO OOxCe .� 'I PATROL FORM 110•A IRCV. 1.1•[Sl (DD CHIP, f rie.._ v x 'ussai+:sc..... ..sad3z- �Si1:W.e^31.'... 4 •S2Fi:.._ .�te�,, O'•�' v v.._, e_:;"� .t .x+ PAGE 1 STATE OF CALIFORNIA CALIFORNIA HIGHWAY PATROL \ I \.1' L.1 [.L Ie.H.IL•IY ARRI:fi_ : IO OR CITATN TRAFFIC ACCIDENT REPORT ...._...- ... r+ 1 _... .o. / . ... 9R9°99. _9119 -. .- .. ........... •'l i �f � . .- ✓ne1u:a . � lr on 1 1.L , ' �� > ..... . ...... . .............. ,V. pu✓mj 170 -------------------- t 21:' ,. .... . . (n•� \I rl I. iT. rlOy FV xrfrl I{[RION LI - fOYETTI tLf1 ILt LTI I. LCIp[IIT 4V4 {[[1 ACCIDENT OCCURRED ON ( ROUTE NO.I SECTION. OR ROAD. STREET. ALLEY 1 4 MILE POST / a �/ ..... DAY OF WEEK,�L.. �:. ./ .. ... n _ � •._ AT ... .� WITH .... ...� _ /. .r ............. ..!_[_/ INTERSECTION L AT WITH tt1[n, R[TI / I / •9111 -F ImanuT,"", DATE Le. <<��.LT ...�. 999.9. __ a......0 J ..-...CRIP__________________________________________________ _______________________________ _____--------------- _ TIME •� �� A.M. P.M. n4[ TOTAL , DTAL O /TJ�4q DESCRIPTION INIUHED ..._._._... R ._-.... - -. _ Ipumnen Ix[ucaT nL[v. xL..Lr. m Lue ... (1 ....• ....................... I pNUN<. i NILIED ,i. >L 1. Q PEDESTRIAN E. Q OTHER MOTOR VIER. B. Q PARKED MOTOR 4. (:]TRAIN S. []BICYCLIST S. Q ANIMAL T. 0 OTHER �OTOR VEHICLE / IN TRniR VEHICLE OBJECT 1.31 NVOLV CD WITX S. Q FIXED OBJECT B. N OFF ROAD 10. ❑ OVERTURNED IN ROAD 11. Q OTHER MON•COLLISION 1�1 / •�• L �-" ES. PH nr_ !J� DRIVEN BY.O1:Q7. Ofd %PV..I/ �.... Wren EMPLOYER :1Y Y _. _.11Y .. .. . . F:.. -.:� -' r .......... ............ ..................................................................... ............................... IyL4t OI r[(LOw. CO4r. R\ OL ........... RI Ir Or e[ { {I (CITY) CU ,�/ t yyy`I�'011,Y ` DR. LIL. OCUPATION!•!+' -LL S.... .............. ✓I4. .1.'.2.. JJr/- 1.J/•l%r %t /.¢:.3� •-s .R'.Z.f.. C.-- .i- 4:.....- 9999.. L 9999.. TYP[rL.� � �j I.Ln IwLlel IL a1 L1��IwT.I IwT.I '�Ie1LryNfel Lye lLrl IerL 0.111/ le ".•I "re/ r[w1.1 W ////I,tal /x ( ! / / f �•J7L� /�.. 1. e.II �////T4.. 11 /r- /Y /. /C):. J V VEMIC LC (!L. . -L .n _i5:�! 1919.1 -V[H. LIC...{c'G. ..1. / ls. Q........ I• HL.Lr Iw.NI pl rL ee nn_.Y<Ln[TeMI[NI ILN e[, IrrrL fp Nl 1 \eL yL Ix.weLLLI Ie TLTn .... 1 TT 7 PRESENT OWNER- C /J:__-S. `L- %.lam /_,5..:�x /.y.. iii.:^'.- .1.�- � ...... .................. ---------- ---- -- .. W I' Iwup ISeenen lum / .y PARTS / EXTENT( L'}w(T I�OR ❑MAJOR �l�S_...'�fF. C![ fT +/:� [L G OIAG _CI %.SC 1199 ?/99_9_9.. __. __.. 9_99.1 DAMAGED. I![ /(�IQ- <fJ,r -., ,... OMODEPAT[ ❑TOTAL IOM (crmxl INNer Oe...x.... Inr uou, 11... _ USES ROAD OR STREET FREQUENTLY E] RARELY O NEVER BEFORE DATE DRIVER LAST USED ROAD -: arC .CL_ ?.. �.. '.. ..r ..w.._.... VEX. MOVED T0._./L! a. /J� yt..l!% tt� Jj, �IA�L�...................... ..... .ON ORDERS OF............__... _... -. 1991 V<Mr re MuN[n ._.. ... k.. ..- 9991 ..- ......... {I (LO<.TIOwI (C. P. rO LIC t. 0111Tfe OL OKM[II -II NM[r. O1Y( (ALSO LIST ❑ PEDESTRIAN 'O BICYCLIST 11 EMQIN[sm cl OTHER -VIXEN INVOLVED) fAe REG. PHONE ...................... ................... DRIV. DRIVENBY ............ ..................... ......------------------------------------ .. ---------------------------------------------------------------------- EXP.- ... NEMPLOYER num .......... ...R .__--.__._._........._......... _......................... ON ,......CMIFA.-.._.M.AmI-."............_.._...__.._._._....._.___.__.._____....__......_. IKLML 0I I[reOK. t0[rIRT O[ OraLKIt.T10[1 110Er[f rl ICIITI • DR. LIC. OCCUPATION......... ....... LI Z tun OESC." ......... ... .. .............. .. 1193.. 999(1114 . ..9 ._.........__..._..... ..................................... ...... ...... .TYPE ............... I.OII lea <1 IKAIrI 11193l 1[T.1 IBf.) IEIrTMOAT[1 IKEBOarI Irr11[1 Ir[O., tatTl., T[Br.l 1 LU 9999 [e J V VEHICLE...... ................ . ............ ............... :.:........... :...:................... ........ .V[N. Lac ......... ... ..._.......... ................ ........... � 11"q IS.[D IS00[L O[mM- ISC"[[t[.IL "q I'OlOp (TYPE '0011 IT[ "1 "YS a[a[1 IR.r11 LU PRESENT OWNER ............................ ... .__...__....__................ ...-- ._................._...... .......... ............................... .. ....... .................. Uu[1 LeO.0 nl KIWI ACROSS (,t0.) EXTENT, OMINOR 0MAJOR I ........... .9999 _. _.. ...._...._..........._....PARTS GOING 9999..- .._- _ -._.ON .................. DAMAGED .......... .... .................. ....... . ..QMO DRAT[ ❑TOTAL I pIN (l.On Inn[( or xM4w.q In rn NL n e.... rw... I. .. USED ROAD OR STREET ❑ FREQUENTLY RARELY "EVEN S[IORE DATE DRIVER LAST VBED ROAD .................... 1999. ......... n,L1 I..... v[N. MOVED TO ........................................................... ........ ....................... ON ORDERS 01. .................... .... ............................... I IaR.R Ow ILYI INI<a. /IIt11. Or 0wwn -.I Or wl e, n1( 4.w1.n.nLn L1 .. IIDPERTY DAMAGED OTHER THAN VEHICLES .................... 9999......... .............. .... ...---...-.._..................... ............................... .. INNrinl 1 1 iWNED BY......... ..............................•.___..........-._......_._..... ............................. -- _9999... _99_99..._ 9999... _..NOTIFI[DT u u Iwu Lr Pmm� Icrtq rN Ks H r 1 .0 N .............. .... .9................. 9999. - 1199_. ...... ....... ....... --------------------- 9_99_9.------------- 9........................ --- 999... _9999.._- ._............_ L,.Oe 3 ........ '------ 9......... 91 99.99_- 1.1.99 _... _9999. _9999 _._. _. _. .___... .............. ..................... .......... .9999. _. _............ 11.99 _........--- I_..__._._...... IRIx[I IrOO ISOOnfq Irxeyn u flq! 1l fI EXTENT OF INJURY (CRICK ONC O4LT1 11 VICTIM WAS ICM[C1 ON[ ONN) T. IN VEHICLE 1L STAT. NO. AGE SEX 1. XHL.. 3. {[Yn[ KOVNO. [. OTK[e IHlel[ In YIII[a, 4. KOx[4TIUT EST 1. L L. L L rMlGtr r011TI0x EJECTED BY OlnOrrlO 4[K l:. oa x10 re N OuI[O Lw.T rl ...... euM mRe. cox{a0Yt4llr. rvUJI1.. LIBNIO nC. Co xr 1.1.1 er r.0 rn. Lnru ... neK. Orx CE RrlraEl IjL...F. [T7GI IMPACT D ❑• ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ CJ ❑T<e ❑40 ENO. 1' NAME ..... .. ......... ...... ..._.............._.______.__.. ADDRESS__"-.--___._._-_._____ ._------ ._......._..........._. - " ..... ........... 9_999.. _. _9991 .- ........... _. TAKEN TO BY ROAD C� ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑Ttr ❑40 DEPT 2. NAME ........................................ .................. ............. ADDRESS .................................................. . ............ ........ ........... MIL. TO BY (TAKEN u ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 ❑ = 0rae❑e0 D.A. 3. NAME ._...._.• ....ADDRESS.............................................................. ...................... ............................... .. ...9 ........_.. _.. _. .................... TAKEN TO BY '0004" 0 ❑ ❑ 1:1 0 ❑r[[ ❑Re ............................... 4. NAME..... .... ............................... ADDRESS................... ...................................................... F.O. TAKEN TO lay w� .................. ............................... 9999............ EPORT MADE BY ...... : i ._ ..'.' .:.................... ............................... Z!'.3U......... 01 1 a[t Y PATROL FORM 110•A IRCV. 1.1•[Sl (DD CHIP, f rie.._ v x 'ussai+:sc..... ..sad3z- �Si1:W.e^31.'... 4 •S2Fi:.._ .�te�,, O'•�' v v.._, e_:;"� .t .x+ PAGE 1 TRAFFIC AC'CIDEN'T REPORT • (• - ' I STATISTICAL DATA AND DIAGRAM COL. CODE ACCIDENT CHARACTERISTICS COL. I DRS T DR. 2 DR. J DR. 4 DRIVERS AND VEHICLES 7[ 40�� TRAFFIC CONTROL 62 POSTED SPEED LIMIT 41 CONTROL CONDITION 63.84 DRIVER'S VIOLATION 42 / WEATHER 46 -66 L' VISION OBBCUREMENT9 43 LIGHTING 67 DRIVER'S PHYSICAL CONDITION 44 4' LOCALITY Be . DRIVER'S SOBRIETY AS ROAD CHARACTER 66 ` VEHICLE CONDITION 46 ROAD SURFACE 70 •� SPEED BEFORE ACCIDENT 47 .i NIGWVwY CONDITION COI. P[D. 1 FED. 2 PED. D FED. 4 PEDESTRIANS i :48.40 q, ANALYSIS 77.78 PEDESTRIAN'S ACTION PEDESTRIAN WASI (Chock one in each cofV.n) 76 PEDESTRIAN'S CONDITION STANDING IN MARKED CROSSWALK WALKING IN UNMARKED CROSSWALK I RUNPING NOT IN CAOSBWALK BO PEDESTRIAN'S BOGRIETY 11 . . . . I 1 11, 1 , , . "r�m grow A;W R N ESAIMi me" slew M r"sMS ►M "s/wtH", "ADM N n6NMS N "AI All RRH, other Ayllsal 6UI and Doswssonh. ►n"rly IISMIIIy HhIAN RN highways, NAaa, I- r r . +COMPASS / a. V Y - i- k .f 1 1 1 Cf• _4' •TI T,BL rO 1106.1 a, n m�ev PAGE 2 f t:. gem" ai TRAFFIC AC -'CiDNT REPORT INTERVIEW AND INVESTIGATION • SUMMARY ACCIDENT HUMBES,-2.41) .. - ----- GIRT doitriptium of Accident stme, factual data, stalopItniN and agetrog Saint",, to.1misms. amiNco.m.d.Us below: -,7 12- F� .. ... .. PHOTOS DY CHIA ...........PHOTOS SY ............................ 1— ............. ........................................................ ............................... . .. ......... NOTIFIED OF ACCIDENT —DAYS. ...G. ...... INVESTIGATION TIME TOTAL TIME R REPORTS AT STATION TOTAL TIME Y oy ....TO. -. ,142 ...... e_<_ FROM Yg ,NVESTIGATZO 0..,I.:r 33 REPORT A;PNOV wy ...... ....... ............................... .. .. TYPED ...... ..... my .. .. 21442•0•409 Ic.44 scom gap CALIFORNIA HIOMWAY PATA06 FORM 110-0 IR9V. 1-t-051 PAGE 3 .......... w STATE, OF CALIFORNIA _ CALIFORNIA HIGHWAY PATROL TRAFFIC ACCIDENT STATISTICAL CODES ENTER ON PAGE ONE 45 ROAD CHARACTER DIRECTIONAL ANALYSIS (Continued) 67 OR 79 PHYSICAL CONDITION 17 TYPE OF ROADWAY 1. Straight road -level 2. Straight road -hill rest' ' ' " " "- ' 3. Straight road --on grade D. ALL OTHER ACCIDENTS 28. Collision with nun -molar vehicle: train, bicycler ate, � 1. Eyesight dtfetline ,untonetled 2. Nearing defe[tirt-uncorrNEtd 3. Other bodily defects 1. Twe way roadway 2. Two -way roadway connection d. Sharp tune or taro -Ind at intersection 29. Same -not at intersection d. III 3. One -way Street S. Sharp tune or turn- hilltied 30. CoOismn A In nadeny N Mleruellpn S. Fatigued 3, ON-Ce. er tuned 6. urve or (urn --gn adt P K l 31. Sam�nd ai inlerse[lion intersection ection 6. ADpuenll ositc, Y 5. Eapre +[way 7. Other pone -level 32. Overturned in roaawar -al Intersection 7. Na apparent select 6. E,wm.ay connection 8. Other curve- hilhrest 33. Same -not at intersection 7. Full freeway 9. Other pane- -on Dade ` 34. Lelt.road at intersection 68 OR 80 SOBRIETY Full l"e"as tomeelion 35. Left egad at eur[e 3. Nad been drinYino- pbrlaudy drunk 18. 9. Othtr 36. Left road- slaipht road 37. Fell from moving "hiclt 38. All other[ 2. HBO - ability Impaired 3. H00- ability not impaired NUMBER OF LANES as ROAD SURFACE DRIVERS AND VEHICLES I18 4. XBD -not known l /aHlllI lmpahed S. Had not been drinking i. one eves OR, 2. 4+n . 6. Parked car a hit and run 1. Dry 3.:..re 1." . 2. We{ 62 SPEED ZONE r: ,. 1..., 3. Nadel. r66prr1 69 VEHICLE CONDITION •.. ra.. Imo dn:dN 1. Detective brute, A. Snowy, icy INSERT ACTUAL SPEED LIMIT 7. S.. bon dnidrd APPLICABLE 2. Headlights Imumdml N out B. ORrr und'„ided 47 HIGHWAY CONDITION 3. ltndllohb alkaline 9. Other divided 15 30 AS 60 4. Bear light insufficient or out 1. Holes, deep rut, 2, 10 75 50 65 5. Other lights or refl"ters defective ENTER ON PAGE 7W0 Loose material on surface 6. Stming mechanism defective J. Obstruction, non Hunts, nloht 4. Obstruction, no warning, day 25 40 55 70 7. Puncture N blemal 8. Worn or smooth tins 40 TRAFFIC CONTROLS S. Construction or repair 6. Ohsivdclion, previous accidents 9. Other defects 0. No defects 67.64 DRIVERS' VIOLATIONS 1. R. A. crossing gala 7. Shoulder condition 01. Under influence of alcohol Of not in to 8?l14N1 10 §9L[® i @F ®Ni A661 ®iN1' 2. R. R. automatic signal e. gldused road widen 3. Ol6ttrprwPllhman §r 0191F EBfldltiOR 07: Welding 11411d tools llMil d. Traffic signal) 0. None 03. Exceeding safe SPeed -but ngl slated limit 0. legally parted S. TaBK signals L>sht) s E 04. Did not prank right of way lD pedeslrkg 1. 1.10 miles Per hour gB.49 DIRECTIONAI ANALYSIS 6. Slop Sign 05. Did not grant right of way to vehlelo 2. 11.20 miles per hour 7• Warning sign 06. Following too closely 3. 21.30 miles Per hour 8. Warning light (Dashing) 07, Drove through safely zone 4. 31.40 miles par hour 9. No control present A. PEDESTRIAN ACCIDENTS AT INTERSECTION 08. Passino standing street car 09. Passing on hill S. 41.50 miles per hour 6. 51.60 miles per hour 41 CONTROL CONDITION O Car going straight 022. . Car \urninp right 10. Passing on tune 11. Culling in 7.61 -70 miles per hour B. 71 miles DN has and mar 1. Controls functioning 2. Controls not functioning 03. Car turning left 12. Other improper passing 9. Slandtno ltill 04. Car backing 13. On wrong side of road -nat in passing 77 -78 PEDESTRIAN'S ACTION Controls turned ON 05. All others 14. Failure to signal or improper signal 4. 4. obscured 15. ImDrdper turn --wide right turn me coat S. Ns control pnunl NOT AT INTERSECTION 16. Same-cut corner on left turn 17. Same-turned from wrong lam 01. Crossinu or entering roadway at inlernclion 06. Car going +t,.i,ht 42 WEATHER 07. Car turning right 08. Car turn,n, left 119. Car pa[bng 18. Other improper turning 19. Biwavd,d Wk. afw,v 20. Di ...... Old ,too and Ie light 02. Sumo- -not al gnterveellen 03. Walling in roadway -with Name d 1. Ctar 2. Clo„ 10. all dlnb, 71. M,rekarded step sign w signal 05. Slad,n,�gn rwdwai 06. a"bq goo M of "hick o. 3. nowinl, 4. Snowing 22. Oiveeuded warning ,kn or s1,al 07. Pu,hmg or Paw Hal a vehkk h B. INTERSECTION ACCIDENTS I 23. Otu,pa,d,d other true. Contest acting toad.., 5. Fog TWO OR MORE VEHICLES 24. Improper slating Ira. Parked petition 08. Other wvkino In answer 6. Other 25. Improver Parking location 26. Failed to turn a light 09. Playing in ...dmy 10. Other In roadway 11. Entering at angle 47 LIGHTING 12. Same dirmtidn -6olh going straight g g 13. Same -one turn, are straight 27. Other viomlions(haurdous) 28. No violation 11. Not In roadway 1. Daylight 14. Senn -- -one slop0ep 2. Bulk or dawn 15. Same -all others 16. Opposite direction-both sting straight 65.66 VISION OBSCURFMENTS 3. Dark -no street lights 17. Same -one left, one straight 4. Dart - street Hurls 18. Same -all others Ol. Rain, snow, etc., on windshield 02. Windshield othe vvist obawed 44 LOCALITY C. NON - INTERSECTION ACCIDENTS 03. Vision obscurest by lad TWO OR MORE VEHICLES 04. Telex, Posters, ttz. 05. Buildina 1. Mips or industrial • 19. Opposite direslkn - both moving 2. Shopping or business 06. Embankment 3. Residential 20. Same direction --bath moving 07. Signboards 4. School a playgr ad 21. One tar parked 08. Hill"Ist S. Open wt 22. One car slapped In traffic 09. Parked vehicles 6. Other 23. One w entering purged Position 10. Moving vehicles 24. One car tearing puked position 11. Blinded by headlights 25. One car entering alley or trinway 26. One car leads elk, or dromway 12. Blinded by innplard 27. All others 13. Other obscureenat CHIP FORM 1101E (AKV, 4) 00. No 6Hanal FOLD HERE FOR CLIP BOARD FOR USE WITH CHP 110, PAGES 1 AND Z 86271.464 0.04 ON W& OaI CITY OF NEWPORT BEACH ;i _ z CALIFORNIA cat % r 3300 W. Newpwi Blvd. Ares Cods 714 873,110 AUGUST 4, 1966 INSURANCE COMPANY OF NORTH AMERICA P.O. Box 1085 ORANGE, CALIFORNIA, 92668 ATTENTION: MR. J.I. MOLITOR SUBJECTS WIDENING OF PALISADES ROAD (C -1009) GENTLEMEN: REFERENCE IS MADE TO THE CLAIM BY V.I.P. CAR LEASING TRANSMITTED TO YOU BY THE CITY CLERK ON JULY 26, 1966. IN THE CITY CLERKS LETTER, THREE CONTRACTS ARE MENTIONED, HOWEVER, THE STATUS OF THESE AT THE TIME OF THE ACCIDENT SHOULD BE CLARIFIED. C -847; JAMBOREE ROAD REALIGNMENT; COXCO, INC.: NO WORK HAS BEEN PERFORMED IN THE VICINITY OF PALISADES ROAD SINCE FEBRUARY, 1966. NO IMPEDIMENT, TO THE FREE MOVEMENT OF TRAFFIC EXISTS AT THE .INTERSECTION. C -1019i 18 -INCH WATER MAIN; CABILDO CORP.: NO WORK PERFORMED ON THIS CONTRACT PRIOR TO JULY 251 1966. ACCIDENT OCCURRED ON JULY 6, 1966.:ACCIDENT OCCURRED ON JULY 6, 1966. C -1009; PALISADES ROAD IMPROVEMENT; C.E. HURLEY CORP. THIS CONSTRUCTION IS BEING PERFORMED BY HURLEY UNDER CONTRACT WITH THE ORANGE COUNTY ROAD DEPARTMENT. THE CITY IS REIMBURSING THE COUNTY FOR THE PORTION OF THE WORK PERFORMED WITHIN THE CITY LIMITS. ALL CONTRACT ADMINISTRATION, IN SPECTION, SUPERVISION, ETC. IS BEING HANDLED BY ii -SUBJi WIDENING OF PALISADES ROAD (C -1009) PAGE i THE COUNTY. RESIDENT ENGINEER FOR THE COUNTY IS GLEN SULLIVAN; HIS SUPERVISOR2 MR. CHRISTENSEN. FROM THE C.H.P. REPORT OF THE ACCIDENTS THIS IS THE CONSTRUCTION MENTIONED. ., VERY TRULY YOURS I G.P. DUNIGAN, JR. ASST. CIVIL ENGINEER CC: CITY MANAGER - CITY ATTORNEY CITY CLERK - GPD:NAJ i 9 a y 0 M. AUGUST 3a 19" SaMTNIRN CALIFORNIA EDISON COMPANY 530 MAIN STREET HUNTINGTON BEACM# CALIFORNIA AYTENTION: MR. CALSISTER SUBJECT: SIGNAL " "AwFT44Wj7wOSERVices, PALISADES ROAD AT JAMBOREE ROAD (C•IDD9) GgNTLENLN: APPLICATION IS HEREBY MADE FOR ELECTRICAL SERVICE FOR A TRAFFIC SIGNAL AND 4 EA. 400 MATT MERCURY VAPOR STREET LIGHTS AT THE INTERSECTION Of JANBGREE ROAD AND PALISADES ROAD. BF 1005818LE, THE SERVICE POINT SHOULD 8E ON POLE NUMBER 170U*. THE RISER CHARGE WILL K PAID OVI STEINY AND MITCHELL INC. 11101 NORTH BAXTER ANAHEINp CALIFORNIA 53559 UPON COMPLETION Of TOD SIGNAL AND LIGHTING INSTALLATIONS THE EXISTING EDISON OWNED AND MAINTAINED LIGHTS MAY St REMOVED, PERT TRULY YOU650 6.P. DUNIGANo JR. ASST. CIVIL ENGINEtR WD: NAJ yq — L'ry 4 4Zn.. W E 51 JON. - 'GOUMTY 4ERK C) P .- . ih \ i T£l E P HONE:. EJ4 420 AREA CODE OM1 N 15TRA.TFON BUILDING BTN AMO Srf'a STRtE B OX .1- ,� l: ' FN 4, O4LIFD RNIA 42T02 AN 4 SAN A-, 4 OFFICE OF TNE- COUNTY CLERK - - AND,.... CLERX�,OF , IN E.' SUPRIOR .COURT, E yq — L'ry 4 4Zn.. 1 RESOLUTION OF BOARD OF siftRVISORS 2 OF ORANGE COOMr, CALIFORNIA - 3 July S, 1966 4 On motion of Supervisorlen, duly seconded end Carried 5 following Resolution vas adopted: 8 WHEREAS, Palisades Road bate- ;Jaabocee Boulevard. MscArt 7 Boulevard, portions of which are -`""n the City Limits of ewport 8 Beach, is deemed to be a highway of County -wide importance, and 9 WtfiRrAS, the County of Orange proposes to improvt_said portions lo of Palisades Road, 11 NOW, THEREFORE, BE IT RESOLVED AND ORDERED that pursuant to the 12 provisions of Section 1700, Articl! ,-;'Chapter 9, Division 2 of 13 Streets and Highways Code all of the portions of Palisades Road be 14 tween Jamboree Boulevard and MacArthur Boulevard lying within.the a;15 Limits of Newport Beach are herby declared to be a Couneghway durin ;50 18 the time of construction by the County of Orange. �_ 17 g BE IT FURTHER RESOLVED that 2M -Clerk of this Board be and he is 18 hereby authorised and directed to Wgnsmit to the City Council of the 19 s City of Newport Beach a certified copy of this Resolution... t 20 AYES: SUPERVISORS ALTON &:ALLEN, C.M. FUTBERLY, DAVID L. BAKER, 21 WILLIAM J, PHILLIPS, AMD. WM. HIRSTUX 22 NOES: SUPERVISORS NON& 23 ASSENT: SUPERVISORS NONE w 24" S: .4,.. .;;' CALIFORNIA ) es. 25 COUNTY OF ORANGE ) 26 I, W. E. ST JOHN, County Clerk and ex- offieto Clerk of the Board 27 of Supervisors of Orange County, California, certify that the 28 above.and foregoing Resolution was duly and regularly adopted by the 29 said Board at a regular meeting thereof bold on the Sth'Wij'of -July, I, 30 1966, and passed by a unanimous vote of said Board. I 31 32 Resolution No. 66 -729 JWB:rs declare C taiin ggtr to tto b County Roma During�oastrucflon. 1. T� 0 10 W1'7NESS I&MREOF, I ha*tArounto set my hand and Ni this X ' 54 of July, 1966. 3i 5 91 - I 12F. 13 iv 15 v z 1171 19 20 21 22 23 24 25 26 27 29 30 31 32 I ST 30- 'o;m c- ark and ex-ificio Clark of vZoard of Supervisors of Orange County, California %% s Il 'er L J�qputy I 2. I ,- 3N 1 RESOLU'iIG= THE BOARD OF S[I "?RYISti<<:F: 2� = OF OiANCE Coup?, CA 4FUKii A July S, 1966 On motion -r Supervisor Allen, du.iy seconded anci carried, the following Resolution wa:- :_opted: u 'T'EAS, Palis� -des RoAd between Jae,nz:ae Boulevard and MacArthii - :......,._,.__.', portions o� which lire within the City Limits of Newport 81 Beata, is deea;« d to be a highway of r',;:unty -wide importance, and 9; WHEREAS, the County of Orange pr:poses to improve said portions C j 10 Palisades Road, 11 NOW, THEREFORE, BE Ilf RESOLVED AND P`RDERED that pursuant to the 1' provisions of Section 1700, Article 3, Chae;ier 9, Division 2 of -he-`. Street;, rind Highways Code all of those pv.�?:ions of Palisades Rosa ,E- 14 tweer: . "amboree Boulevard and MacArthur Boulevard lying within the City " : =IS '.units of Newport Beach are hereby declared to be a County highway during aau u'ls) time of construction �,� the Counry of Orange. f Dz< gg i BE IT FURTHER RESOLV a that the Clerk of this Board be and he is hereby authorized and directed to transmit to the City Council of the 19;' i;ie� Hof Newport Beach a certsfied copy o this Resolution. AYES: SUPERVISORS ALTON E. ALLEN, C.M. FEATHERLY, DAVID L. BAKER, ,, WILLIAM J. PPILLIPS, AND WM. HIRSTEIN 2�.: 22; 23% 24j 25 26 27 28 29 30 31 32 JWB: rs t NOES: SUPERVISORS NONE ABSENT. SUPERVISORS NONL STATE OF CALIFORNIA ) ss. COUNTY OF ORANGE ) it W. E, ST JOHN, County Clerk and ea- officio Clerk of the Board of Supervisors of Orange County, California, hereby certify that the above and foregoing Resolution was duly and regularly adopted by the said Board at a regular iuvoi.aiig t%arecf "ic-ld or, the 5th day of July, 1966, and passed by a unanimous vote of said Bosrd. Resolution No. 66 -729 Declare Certa�n Str€gs to bN County Roads ur ng construction. 1. IN WITNESS WHEREOF, I have vreunto set my hand and si ` this 2 5th 4 sy of July, 19y 6. W. E. ST JOHN County Clerk and ex-officio Clerk of the Board of Supervisors of 5!; Otaegs County, California 7 : Eyre ------ puty 91: lo: is 121 15 19 20 21 '22V 231' 25 26� 2-1 28 29 31 2• J GLENN SULLIVAN ORANGE COUNTY ROAD DEPT. CONSTRUCTION SECTION 1152 EAST FRUIT STREET SANTA ANA, CALIFORNIA SUBJECTS PALISADES ROAD PROJECT DEAR MR. SULLIVAN: JUNE I, 1966 ENCLOSED IS THE DIVISION OF HIGHWAYS ENCROACHMENT PERMIT FOR SIONAL RELOCATION AT PALISADES ROAD AND WcARTHUR BOULEVARD. PLEASE NOTE THAT THE THREE SPECIAL TERMS AND CONDITIONS SET FORTH IN THE PERMIT HAD NOT BEEN DISCUSSED BETWEEN US AND WILL THEREFORE DESERVE YOUR SPECIAL ATTENTION, PARTICULARLY ITEM No. 3. IF I CAN BE OF ANY ABBISTAMCE TO YOU AT ANY TIMES PLEASE CALL ME AT 673.2110, ERT. 26. VERY TRULY YOURS, JCSIMAJ ENCL. a. I GLENN SULLIVAN ORANGE COUNTY ROAD DEPT• CONSTRUCTION SECTION 1152 EAST FRUIT STREET SANTA ANAL CALIFORNIA SUBJECTI PALISADES ROAD PROJECT DEAR MR• SULLIVANI ENCLOSED IS THE DIVISION OF HIGHWAYS ENCROACHMENT PERMIT ♦OR SIGNAL RELOCATION AT PALISADES ROAD AND MACARYNUR DOULEVARD• PLEASE NOTE THAT THE THREE SPECIAL TERMS AND CONDITIONS SET FORTH IN THE PERMIT HAD NOT BEEN DISCUSSED BETWEEN US AND WILL THEREFORE DESERVE YOUR SPECIAL ATTENTIONS PARTICULARLY ITEM ND. 3. Ir I CAN BE OF ANY ASSISTANCE TO YOU AT ANY TIMES PLEASE CALL HE AT 673 -2110, EXT• 26. VERY TRULY YOURSO >JI Ass & NoINt9st JCSSMAJ ENCL• JUNE 1. 1966 '1 1 ii 1. j . F To Att: L FORM P -YOY (REV. 7.63) STATE OF CALIFORNIA DBPARTAGNT OP PUBLIC WORKS DIVISION OF HIGHWAYS ENCROACHMENT PERMIT City of Newport Beach _Los _AngelesCalifornia 3300 Newport Boulevard Newport Beach, California Mr. J.T. Devlin _ May -� 7t — 19 —66 Permittee r J In compliance with your request of--- - - - - -- January 28,-------- ._ ----------- --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 A.C. curb, relocate traffic sig- nal facilities and appurtenances, modify the median nose, pave the area between the proposed A.C. curb and edge of pavement with 411 of A.C. over 8" of A.B. over 16" of A.S. and erect barricade and W21R sign and perform such other work as necessary along the west side.of MacArthur Boulevard, 07 -ORA- 073 -3.70, at Palisades Road, as per attached Drawing #R- 5014 -S, Sheets 2, 3, and 5 of 6 Sheets and the attached striping sketch and subject to the following special terms and conditions: 1) A minimum of one (1) 10t traffic lane in each direction plus the left -turn pooket lanes shall be maintained along MacArthur Blvd, for traffic at all times. 2) The Permittee shall be responsible'_rpr stripy removal by sand- blasting methods. New striping will be applied by the Division of Highways at the Permitteels expense. Mr. L. R. Smith, Striping Su- perintendent, must be notified 72 hours in.advance of the need of such work by phoning 723 -1273. 3) The Permittee shall pay for any temporary wiring required to keep the existing signal in effective operation, during modification of the signals. (Continued on page2) This permit is to be strictly construed and no work other than that specifically mentioned above is authorized hereby. This permit shall be void unless the work herein contemplated shall have been completed before - -- August-_ 26,-- _-- __-- _____---- _---- __19 - - -_66 07- ORA- 073 -3.70 RJ:cy DEPARTMENT OF PUBLIC WORKS cc: RIME JCW MENZIES DIVISION OF HIGHWAYS HUSEBY L.R. SMITH HEWES A. r / LHOCH p n- c:--- By -.,. - Rebe..JSd;^'.egaer. - GENERAL PROVISIONS 1. Definition. This permit is issued under Chapter 3 of Division 1 of the Strauss and Iigghways Code. The term encroach- meat is used in this permit as defined in the said Chapter 3 of said code. Except in otherwise provided fax public agencies and franchise holders, this permit is revocable on five days notice. 2. Acceptance of Provision. It is understood and agreed by thttta that the doing of any work under this permit shall constitute an acceptance of the provisions. 3. No Pieceden! Established. This permit is granted with .thi: vadentanding that this action is not to be considered as establishing any precedent on the question of the expediency of permittiif)!' of way of Sett highways. osrtain kind of encroachment to be erected within right '; . 4. Notice Prior 10 Starting 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 to begin. S. Keep Permit on the Work. This permit shall be kept at the site of the work and must be shown to any representative of the Grantor or any lase enforcement officer on demand. ... _ 6. Permits from Other Agencies. The party or parties to whom this permit is issued shall, whmavai, the same it required by law, secure the written order or cement 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 y'raffnc. 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. S. Minimum Interference Will, Traffic. All weak shall be planned W carried out an that there will be the ]east possible inconvenience to the traveling public except for the specific work permitted. 9. Storage of Material. No material shall be stored within eight (g) feet from the edge of pavement or traveled way or within the shoulder line where the shoulders are wider than eight feet. 10. Clean Up Right of Way. Upon completion of the work, all brush, timber, accept and material shall be entirely removed and the right of way left in as presentable condition a before work started. 11. Standards of Construction. All work shall conform m recognized standards of construction. 12. Sapertwion of Grantor. All the work shall be done mbjat m the supervision of, and to the satisfaction of, the grantor. 13. Future Moving of Installation. It is understood by the Permittee that whenever construction, reconstcuction or maintenance work on the highway may require, the installation provided for herein shall, upon request of the Grantor, be immediately moyed.by, and at the sole expense of, the Permittee. 14. Expense of Inspertio,6 On work 'which requires the presence of an employee of the Grantor as inspector, the salary, travel- ' ing expense and other incidental expense of'siich inspection during the work shall. be, paid by the Permittee upon presentation of a bill therefor. ` 75. Liability for Damages. The Permittee is responsible ,for all liability for personal injury or property damage which _. may arise out-of wdrk herein permitted, or which miy rise out of failure on the'Permittee's -parr to perform his obligations under this permit-in, respect to maintenance: In the event any claim of such liability is made, against the State of California, or any department, olficer,'or employee thereof, Permittee shall defend, indemnify and hold them and each of them harmless from such claim.. This permit shall not be effective tfor any purpose unless and until the'aboyeamamed. Permittee -files wit$ 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 Permittee is a governmentaf board which derives'its revenue by taxation. 1F'. Making Rapatrs : --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 by the Permittee, who shall purchase and deliver on she road the materials necessary for said work as directed by the Grantor. All payments to laborers, inspectors, etc., employed by said Grantor for or on 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 starting repairs, in an amount sufficient to cover the estimated cost thereof. The Grantor will give ressensible notice of its election to make such repairs. If the Gnntnsdoes not so elect,-the Permitter shall make sueh'rcpairr promptly. Itf every case the Permitter shall be responsible for restoring any- pbraoa 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. If the work herein contemplated shall inmrfere with the established drainage, ample provision shall be made by the Permittee-to Provide for Wis:maj be directed by the.Granron - It. Submit Location Plan. U n completion of. underground or'surfice work, of consequence, ncc,Pcrmictec J1h211 furnish plan to the Grantors District 615ceshowrasg location and details. . 19. Maintenanre. The Permittee agrees by the acceptance of this permit to exercise reasonable care to maintain properly any encroachment` placed by it in the highway and' co exercise reasonable'' care in�impecdng for and immediately repairing, and making goodany injury to any portion of the highway which occurs as a 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 encroachment not placed therein. PIPES; CONDUITS, GAS - PUMPS, ETC. 20. Crossing Roadway. Semi" and other small diameter pipes shall be jacked or otherwise forced underneath pavement without disturbing same. Pavement ".roadway shall am be cot usilas specifically permitted on the face hereof. Service pipes will not be permitted inside of metal culvert pipes seed as drainage structures, be specified. 21. Limit Excavation. No excavation is an be made closer than eight (g) feet from the edge of the pavement except as may 22. Tunneling. No tunneling will be permitted except on major work a may be specifically are forth on the face hereof. 23. Depth of Pipes. There shall be a minimum of two (2) face of cover over all pips or conduits. 24. Backfilling. All back6lling is to be moistened as necessary and thoroughly hand tamped, there being not less than one tamper to each shoveler. Whenever required by the grantor, a trench creasing the roadway shall be backfilled with gravel or crushed rock. , 25. Preserve Surfacing Material. Whenever a gravel or crushed rock surface is trenched, such material 'shall be placed at one side and when back6lling u starred the rock material shall be replaced to its original position. 26. Maintain Sorface. The Permitter shall maintain the surface over structures placed hereunder as long as necessary, 27. Piper Along Roadway. Pipes and utilities paralleling the pavement shall be ]mated at the distance from treacle d way and at such depth as specifically directed on the face hereof. Cutting of era soon will not be permitted. 0 0 POLES, WIRES, CABLES AND OVERHEAD STRUCTURES 28. location Pole Liana, etc. Pole lines shall be located one Fran from the property line udeo otherwise specified on the face howl. 29. Public Utilities Commission Orders. All clearances and type of construction shall be in accordance with the applicable orders of the Public Utilities Commission of the State of California. 30. Permission from Property Owners. Whenever necessary m secure permission from abutting property owners, such authority must be =need by the Permitter prior to starting work 31. Clearance of Trees. Polo must be of such bright as to permit clearance over a are 40 feet in height, where quick growing trap are in place. At locations where slow growing teen are in place. normal construction standard may be followed at the option of the pole line company, with provision to ultimately clear a 40 -foot tree. 32. Guy Wires. No guy wires are to be attached to tree except ore specific authority and in no event shall they be an attached as to girdle the tra or interfere with its growth. Guy wires shall be kept at a minimum elevation of six felt above the ground whenever so directed. 33. Clearing Around Poles. The Permittee shall remove and keep clear all vegetation from within ■ radius of at least five fat of the polo. 34. Painting or Visibility Strips. All polo am to be painted for a distance of six fat above the ground using white lead and oil or aluminum paint or in lieu thereof, when polo have ereomted butte, wood, metal or other approved type of visibility strips may be placed. Wcod,strips are to be Douglas fir I" x 3 —5' long placed on 6" centers about the base of pole =&painted with white Ind and oil or aluminum paint. If metal strips are used such strips may be placed either vertically or horizontally. Paint is to be renewed as often as may be required to maintain a satisfactory covering. If not painted what installed or renewed a the grantor may consider necessary, the right is reserved to have this painting done and the Permitter hereby agrees to bear the coat thereof under the tams of this permit. Pole. that do not present a possible traffic hero d will be given wmidention its aasmption Lam ehoes provisions upon corium teem., of Permitter meompmied br sessions, else. se m pole locasion, difference in el ... tion, ere. The s.antw: doctor. will be final in his .,end. 35. Remove Old Poles, Guys and Stabs. The entire length of such timbers shall be removed from the ground and the hdes backfilled and thoroughly tamped. ' 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 maintemnce 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. Grasp Planting. The cost of group plantings and similar special work which may be agreed upon with the Grantor shall be borne by the Permitter. Land for such plantings shall be, secured in fee by the Permittee 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. Removal of Trees. When permit u granted for removal of a tra us an independent operation or a, h part of other work, the entire trump shall be taken out for a depth of a least two fees blow the ground surfaces 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 pregnable 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. Grads and Specifications. Grades and types of construction shall be as detailed by plans or stated oar the face of this permit. 44. Borrow and Waste. Only such borrow and waste will be permitted 'and within the limits as to forth on the face of this permit. 45. Minor Work. Grading down of small basks, small ditchey 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 fees. Railroad Crossings 47. Safety and Convenience. The future safety and convenience of the traveling public shall be given every consideration in the location and type of cmutsuction. 48. Meet Highway Grade. The grade and superelevation of the track must conform to the grade of the highway at point of crossing. 49. Widtb of Paving. The crossing shall be planked or paved as may be specified on the face of this permit for the full roadway and shoulder width. nos. .11. .1.1. ] -.a an. A ales • Page 2 0 City of Newport Beach 766 -E- 765137 07 -0RA -073 -3.70 May 27, 1966 This permit shall be kept at the site of the work and must be shown to any representative of the Grantor or any law enforcement officer on demand. 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. Should there be any discrepancy between the terms of this permit and the plans attached hereto, the terms of the permit shall prevail. Special attention is directed to General Provisions? and 6 printed on this form. The attached Roadside Improvement Sheet and Signal Sheet is part of this permit. ---------------------------------------- ---- ------ ---------- --- - - --- -- • SPECIAL PROVISIONS • (Roadside Improvements) TO BE ATTACHED TO AND MADE A PART OF PERMIT NO. 766 -E- 76517 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: Mr Huseb phone (714)542 -47'iq between ax m. a.m. ONLY or if no answer p one ---- - - - - -- between A. M. an P.M.- All inspection costs incurred incidental to this work shall be borne by the permittee. II. CONSTRUCTION REQUIREMENTS 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 - cr�Firee (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 Spec ification's or so- 'that scoring will match adjoining existing concrete. B. Concrete curbs and gutters shall be constructed to authorized plan grades or, in con ormance with existing curb for alignment and grade. (State Standard type curb and gutter is required.) Grade and alignment of portions of curb- returns lying outside the Division of Highways right of wayway muss -Piave the approval of the city or county involved. 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 marks beyond the limits or 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) 0 0 D. (1) Concrete driveways�� shall be constructed in accordance with the attached egu7.aations for Standard Driveways. (2) Concrete driveway shall be located to provide not less than 2 feed of full- Fie�g�i curb between permittee's property line and driveway. In those cases where the lot line does not intersect the highway right -of -way line at 900, the extension of the pro perty line within;, the; Division of Highways' right of way for -- purposes of determining driveway locations,:shall be.on a line at right angles to the curb or edge of traveled way and passing through permittee's lot corner. E. Temporary driveways when authorized shall be constructed with As— phial rr cing 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 percaittee 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 exclusive 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- ments given on e ace of the permit and /or the State's T,andscaping Regulations. Form S.P.R.I. - Rev. 3 - $/3/66° a E SPECIAL PROVISIONS FOR ENCROACHMENT PERMIT N0. 766 -E- 765137 HIGHWAY FACILITIES: THE PERMITTEE SHALL NOTIFY THE DIVISION OF HIGHWAYS' SIGNAL LABORATORY AT 213-723 -13735 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 -SIO -100 Rev. 10 -29 -64 108 -2000 STATE OF CALIFORNIA — HIGHWAY TRANSPORTATION AGENCY DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS DISTRICT 7 P. O. BOX 2304, LOS ANGELES 90054 PHONE: 620 -3660 May 18, 1966 City of Newport Beach 3300 Newport Boulevard Newport Beach, California Attention: Mr Gentlemen: Joseph T. Devlin 40 EDMUND G. BROWN, Governor O (D)7 -ORA- 073 -3.70 We have reviewed your Drawing #R- 5041- S(Sheets 3 and 5), sub- mitted with your letter of February 8, relating to the con- struction of street improvements and the relocation of signal facilities, on the west side of MacArthur Boulevard, Ora -073, and Palisades Road. Following are our comments and recommendations: (1) We understand that you have been in contact with our Traffic Department regarding the relocation of the median nose and signals at the northerly traffic island and have revised your plan (Sheet 5) accordingly. (2) Attached is one copy of the striping modification sketch, which you may want to include in your plans. State forces will place the new striping, but the City will be re- sponsible for stripe removal. (3) Sheet 3 should be revised to show a barricade with a W21R sign at Station 144 +14.87, facing southbound traffic. We also need some indication as to what the structural section will be on MacArthur Boulevard. The minimum section is 3" of A.C. over 8" of base material. The permit for this work will be issued to the City when we receive four (4) copies of the revised and approved Drawings. �F F Fft MAY 19 1966 Max vvo n- Very truly yours, R. J. Wilson Asst. t. Engr. Mtce. Robert J an Asst. D Permit Engr. STATE OF CALIFORNIA — HIGHWAY TRANSPORTATION AGENCY EDMUND G. BROWN, Governor DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS -� DISTRICT VII, P. O. BOX 2304, LOS ANGELES 90054 PRONE: 620 -3660 May 18, 1966 (07 -ORA- 073 -3.70 City of Newport Beach 3300 Newport Boulevard Newport Beach, California Attention: Mr. Joseph T. Devlin Gentlemen: We have reviewed your Drawing #'R- 5041- S(Sheets 3 and 5), sub- mitted with your letter of February 82 relating to the con- struction of street improvements and the relocation of signal facilities, on the west side of MacArthur Boulevard, Ora -073, and Palisades Road. Following are our comments and recommendations: (1) We understand that you have been in contact with our Traffic Department regarding the relocation of the median nose and signals at the northerly traffic island and have revised your plan (Sheet 5) accordingly. (2) Attached 1s one Copy of the striping modification sketch, which you may want to include in your plans. State forces will place the new striping, but the City will be re- sponsible for stripe removal. (3) Sheet�/3 should be revised to show a barricade with a W21R sign at Station 144 +14.87, facing southbound traffic. We also need some indication as to what the structural section will be on MacArthur Boulevard. The minimum section is 3" of A.C. over 8" of base material. The permit for this work will be issued to the City when we receive four (4) copies of the revised and approved Drawings. RJ :cy cc: Messrs. Rime, huseby Very truly yours, R. J. Wilson Asst. Dist. Engr. 11tce. Original Siuned by Rnht )Drdan Robert Jordan Asst. Dist. Permit Engr. �o � 1• J O 'I i li I i 1 + QL S36�S�1�d — Gli +6 -- 1 r l x In 4 � Q v WIR i j; F=i o w In _z a w z z 2 W M _ W � h H o V1 p. CZ + QL S36�S�1�d — Gli +6 -- 1 r l x In 4 � Q v WIR i j; o w In _z a w `- to a _ f � o r 11J 3 + QL S36�S�1�d — Gli +6 -- 1 r l x In 4 � Q v WIR i MAY 23, 1966 TO: . CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: ENTRY AGREEMENT WITH THE IRVINE COMPANY FOR THE PALISADES ROAD PROJECT RECOMMENDATION: ADOPT A RESOLUTION AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AN ENTRY AGREEMENT WITH THE IRVINE COMPANY. DISCUSSION: THE NEW SECTION ON PALISADES ROAD WILL HAVE SHOULDERS EXTENDING TO THE CITY'S RIGHT -OF -WAY LINE SEE ATTACHED TYPICAL SECTION). THIS CONDITION CAUSES THE FILL AND CUT SLOPES TO ENCROACH UPON IRVINE COMPNAY PROPERTY NECESSITATING THE SUBJECT. AGREEMENT. THIS PROJECT IS BEING ADMINISTERED BY THE ORANGE - COUNTY ROAD DEPARTMENT AND CONSTRUCTION IS EXPECTED TO BEGIN IN APPROXIMATELY TWO WEEKS. J4 SEPH(T. DE VLIN PUBLIC WO S DIRECTOR JCS:NAJ ATT: APpRoV ftl f M ©ok l Igg� ka o Q � a CITY OF NEWPORT BEACH DRAWN W, ICF DATE CO PUBLIC WORKS DEPARTMENT APPROVED T YA 1C4G ST,2EE T PUBLIC WORKS DIRECTOR C.2OSS SECT /Oti R.E. NO. .0.4 L. / S4 0ES .eOA 0 DRAWING NO. =18 IMMAGANDEU aade as f this day of �,,,• 1965, by M betwgkn M IRVIXE CQPAWI hssaisaafter IAOW er" =4 TR9 CITE Or- XWMU SUM$ hereinafter "City." RRXCUAW Ovaer is Mid weer of certain real propoM in the City of Newport.Reesh, county. of a State of Caii9*U", located . adjac.-ut to Faiisades Seado lying generally betaaen dwinterseations Of Paliaadas Road and MWATthU r DMINvard, and Pai+iaades Road and Jamboree Boulavaard, hereinafter "as promises." City desires, to enteir upon the paaaaloos to goods slope books ared Plant suitable ground ¢avex upon the folk wbe tames and earALUAwes 1. Owaer hereby grant# the eight ad anrery to the City of Xweport Reaoh to water upon the vemmises as delineated is red on 8rhibit "A" ottsebad harsto cad by this refer vase losetparated herein. f. Said #►try permit is lio#.t6d to GQtary for the purpeae of construction of slope be*& adjacent to Palisaadee Rost in accordance with the Pima and specifications of Palisades Read trojact, Contract Xo, 1009, Drawing 14041 -8, Sheets 1069 dated March 30, 1%6, 3. City ogreea to pleat an4 cultivate without aeet., -44 Owner, until g>;oMth is astablishad, suitable ground OsVW as mutually approved by the portion hereto. 4. The term of this entry permit shall be "til said ground cover shall be established, but in any event *bail tapmoate not latex' than January 1, 1967 5. Owner *hall rest be liable for any loss, da w" or -1- A *J* any kird or char to oar. person or property + tiaeq from entry upen or eanstructic4' ivas on the promises or asused by "y defeat is any build i g, structure or other imperavom st tho rooaa or *Mused by O r ariaiug from O` seat or amisdias of City or all of its! "mats, �rA s.` ommk 60 or invite" or by or fsers Barry sccidmt vn said promises fire or other a awmv ."=am or oeesaioned by the failure of City to maintain tto prerrdses is same aonditiou, or wising freat any othor a aase aUltsoaverr card City, as a nate rial put of the eeom,sids action of thin entry _sweemdnt, bareby motives on its behalf all cLlas amd demands nds o"Smst thnupr for any such loss, damage or injury of City ,Bard baby as"" to indemnify and boil der amtixely fm and hands" from Oil liability fart any such Lss, dasaege or i��y of other psaseat � fseeem all **star a" aspoasas wising tho" from. 6. City shall not suffer at paxmit to be meeforsod *pins% fts pravdAos ammed by this eatery apsomentg or any part theraef, any aniese, matevulmsn's, or vWm mtm#orsa. ;jJans *rising from or any claim for damW growing out of *a work or say other cL3m or domenad howsomm the aaiemo spur arise, but MY #hail pay or esuas to be paid all of said lions, *Islas or damaaards befave any action is brought to enforce the #mm splaust said Land; and City agxeea to Indemnify sad hold Owner and said band free smd haral"s from all liability for say and all setath liana: + UMM and dsmsnds, together with reasonable attos lra fees ami s1l ***to atod saeponses in oormaoCatioa dwrowlA. potty tbstmdiaag anything to the contrary hormiumbove aontainsd, if City shall is SO" faith contest the volidity of any such lion, elsim or deoand, than City stalls at its eaepeemse, defend itself and Oeaawar against the omm and Shsll pay said satisfy any adverse judgment that sully be vandevaed thaersoa before toner onforgemout tteer mf sgainst Owner of the traremises, upon the condition that if Owner sW1 voquiva, City abali furnish _s. ,. -Iw— • W.. to ( wsw a .surety boad satisfacimte a fir, Owner, in an amount equal to aaah vant 7stod lien, claim or ds u nd iodomnitying Owner against Aiiity for th* Samoa, dad brldiats the promises free #rani the effect of vich lien at if Owner shall request, City shall procure and record the bond provided hers' in Section 1199 -2 of the California Coda of Civil Proaoduro, or: say comparable statute here - 41teee emoted providing for a bead freeing, the promises from the efftrct of SUCK Beam or claim W nation theremq. OuAW reserves the VA** at any Curt "d frail :tism to time to pest and maintain m dw prom"" such mCiaae as may bs seassaary to pro%wt owner apt"t liability for all taob liens of claim, IN WMWS , the parties howto bans asoc:ted this entry agreement as of the +icy and year first above mittist. \w�N EC pMA 'fAE ISM fit SEAL By -3- ,_w ry Or 0 lei r, SRS a 't 3 `a EXHIBIT "A" SRS a 't O 1 8.:�&• =�!�.. - .. :�m'a:. �- =ate' i 4 . A. S. KOCH ROAD COMMISSIONER AND COUNTY SURVEYOR Or L. MCCONVILLE R. V. WISE ASST. ROAD COMMISSIONER DEPUTY COUNTY SVA YE YOP ,NO SURVEYOR R. B. VAILE W. L. ZAUN DIVISION ENGINEER - OPERATIONS PERUSE DISPOSAL ENGINEER G E M. I. STORM DONIS BARRETT DIVISION ENGINEER - ENGINEERING SUSIN ESS MANAGER TELEPHONE: 834 -3450 AREA CODE 714 ROAD DEPARTMENT ENGINEERING BUILDING 400 WEST STS STREET SANTA ANA. CALIFORNIA 82701 April 26, 1966 Mr. Joseph T. Devlin Director of Public Works City of Newport Beach 3300 Newport Boulevard Newport Beach, California Dear Mr. Devlin: Transmitted herewith is a fully executed copy of the agreement between the City of Newport Beach and the County which provides for the County to do the construction of improvements on Palisades Road within the City in conjunction with the County's project. The Board of Supervisors Minute Order of April 19, 1966 authorizing execution of the agreement on behalf of the County is also attached. ASK:WLH:sh Atts.2 Very truly yours S. KOCH Road Commissioner & County Surveyor REGEtVED APR 28 1966 Bu WORKS DEPT, 8 9 10 11 12 13 14 16 161 17! 8 19 20' 21 �.. 22 23 24 26 26 27 28 29 30 31 82 ..ss.T� r AaR16EXINT 0 THIS AGREEC1Tr, mods cad entered into this �lcT day of 1966 BY ANp MMESS CITY Off' NEWPORT BEACH, a municipal corporation here- inafter designated as "CITY'si and COUNTY OF ORANGE a political subdivision of the State of Californian hereinafter designated as 'COtd M "s WxTNBSSETHt W8 MMv COUNTY is planning to construct roadway improvements oa Palisades Road between Newport Boulevard and Jamboree Boulevard, and VHKREAS, CITY is planning to construct roadway improvements on Palisades Road between Jamboree Boulevard and MacArthur Boulavard, and WHSfM# COMM has offered to combine CITY plans with COUNTY plans and to construct the improvements as one Contract, and WHBUMO COUNTY and CITY consider it in the best interest of economics and public safety.to combine said improvements on Wisades Road between Newport Boulevard and MacArthur Boulevard, hereinafter referred to as the "Projects'. NOVO THMF0U$ IT IS ACID by the parties berete► as follows I. COUNTY SHAMS As Be and is hereby designated as Project Engineers Contracting.. and Construction Agent for the parties to do and perform all things necessary to construct the roadway improvements on Palisades 'Road between Newport Boulevard and MacArthur Boulevard, including a nerve traffic signal at Palisades Road and Jamboreg Boulevard and relocation of the existing traffic signal at Palisades Road and MacArthur Boulevard, all as move., particularly delineated on CITY and COUNTY plans for the { improvement of said roadway. B. Incorporate CITY plans for CITY improvements with COUNTY puss and prepare aeaessary specifics Ams therefor. J i 1 2 1. 3. 4 5 6 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 ,- 27 28 29 so 81 82 iFn 10 Co Submit final plans and specifications to CITY for approval Prior to advertising for bids for the Project, Do During the period of construction have jurisdiction over the. construction area inalu4ingthat portion within CITY . torritor, I1. CITY SHALLt A* Approve the plans and specifications "I to design and *ono stivCtion features affecting the construction,, operation and Maintenance of the portion of the Project within the CITY. Be At all time during the progress of construction'of the Project have access to the work for the purpose of inspection tbev*gf& and should CITY deem any remedial measures tote necessary, CITY "I notify the Rood Commissioner of COUNTY tbaroofo Ce, Submit to COUNTY prior to advertising the contract, eartift- cation of Tight of way for CITY portion of the Project, 11101 Upon completion of the Projects all road wont necessary in connection with the Project shell be paid for by the respective parties, based on.coatract unit bid prices, for the work done within the limits of their respective jurisdictions, as those jurisdictions exist at the time of advertising of the Project by the Board of Supervis0re.i. 1V4 Upon completion of the Project, CITY'S soars of the cast oftbe traffic signal and intersection lighting at Palisades Road and Jamboree Boulevard *hall be based on the contract lump sum bid price for said portion of the cootroatw, and be in the ratio of the number of logo,of highway under jurisdiction of CITY 'to the total number of logo of bLgbway,st such intersection, as the CITY limits exist.at the time the Board of Supervisors advertise* the contract for the Project,t. As of the date of this agreement, said CITY share is considered to be two - thirds of the lump sum bid price for the traffic signal sad.Latersection lighting, based on the fact that two (2) logo of the intersection presently Us within the CITY and onet (1), US. lisamithis CQUXTT- t. S4 -I. I V. CITY'S share of construction, survayiag; materials control and 2 construction engineering costs shall be the actual costs accrued 3 to the CITY portion based on the percentage of the total contract 4 unit costs billed to CITY. b VI. The design engineering will be completed by the COUNTY and 6 .the CITY for their respective portions'of'ths Project and will 7 therefore not be considered in the final accounting, with the 8 exception of the design engineering charges for the traffic signal. 9 at Palisades Road and Jamboree Boulevard. Said charges will be ; 10 *bared in the am* ratio as the construction costs for the signal 11 as provided for in Section IV of this agreement.' 12 VII. Upon completion of the Project, the traffic signal at Palisades 13 Road and Jamboree Boulevard shall be maintain and operated by 14 the COUNTY. The itaintensnce and operational costs for said tvaffi4. 15 signal shall be borne by the parties bersto and shall be based :oa 16 the actual maintenance and operational costs incurred,'CITY "S 17 share of said cost shall be lit the ratio of the uumber of logs 18 of highway under jurisdiction of the CITY to the total number of 19 legs of highways at such intersection, as the CITY Limits exist 20 at the time the maintenance cad operational costs are incurred. 21 VIII. Should all higbway legs of the intersection of Palisades Road; 22 and Jamboree Boulevard be atwoxed to CITY, then CITY aball assume 23 all maintenance and Operational responsibilities and COUNTY will` i . 24 pe ignal'on the date of such cease to maintain and operate said s 25 j annexation to CITY.. 26 TX0 upon completion of the Project. COfM agrees to submit full, E' 27 true and correct copies of documentss certificates and itemised 28 bills to CM, sod CITY shall reimburse COUNTY within thirty (30) 29 days upon submission of statement of such costa for the full cost 30 of the construction as defined by Sections 1110, IV, V and V1 hereof. 31 Such bills shall'be based on'the•actual quantities of construction, 32 and the contract bid prices, and shall include a charge for Ovsr» be" on tbe`engineering and inspection performed by COUNTY.' 1 2 3. 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 X. The total cost Co CITY is presently estimated to be $70,OQO end the total Cost to COUNTY is presently astimated to be $120,000. IN WITNESS WHEREOF, CITY has caused this agreement to be executed by its Mayor, and attested by its Clark, and COMITY has caused this agreement to be executed by the Chairman of its Board of Supervisors Resolution and attested by its Clerk, all thereunto duly authorized by W / minute order of Waum of the CITY Council and /the Board of Supervisors, raspactively. on the date written opposite their signatures. CITY OF t UTMT BEACHI, a umiaipal corporation. Datedi Dated: APR 191968 1966. ATTEST: W. H. ST JOHN County Clark and ex- officio Clark of the Board of Supervisors APPROVED AS TO FORM u y Seymour ty Attorney of the ity of N 64port Beach COUNTY OF MANGE a political subd of tba- St'aE,ef APPROVED AS TO FORM ADRIAN KUYPER, COUNTY COUNSW 0 UM, COUNTY. CALIFOIiM G� ion CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD t DATE ARRI A L _ To: CITY CLERK ATTENTION: SUBJECT: JOINT AGREEMENT WITH ORANGE COUNTY; PALISADES ROAD INPROYMENT (REF. CONTRACT 1009) WE ARE TRANSMITTING THE FOLLOWING: . COPIES DESCRIPTION I MINUTES OF ORANGE COUNTY BOARD OF SUPERVISORS OF APRIL 190 19" AORttNtNT - FULLY EXECUTED, DATED ARIL 190 1966 REMARKS: FOR YOUR RECORDS COPIES TO: By: 0 0 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FILE: <. ��•� DATE: FROM�t _ %i ( S „/c/ TO: C FAY? /c OUTSIDE AGENCY'S TELEPHONE ADDRESS: SUBJECT: WILL THIS BE CONFIRMED IN WRITING? YES 1./ NO OUTLINE OF IMPROTANT POINTS: GJ,e/ /Y'E -cv •ry ,Cn /o<J /,c AC4,>ir /r- ov G/r R"�%J i'o/Z � :�,s- //3o >r� -rcc �� :^•' >s;.r /so %�� S /s i�>,e> />v�:u /r'; — .��o . S,C 1. c.:,STio✓5 G5 /�i5ba../ .F./N� Gc•.o.ai9"`- l�T o C..'/-r i' L' A$E -•�>E: t /'T” .r = /lC.• r /4'c^ .q'1{ r/; :, ,;- .r.�. r T" .i,r/ /,a�a a �' /c.i r � 4 Co c /.� .t-iC co �.i /C 70.t cam•. 73W L'n TD /It t9 i.r/ rte- /�64e- c PERSnN PLSRQNS 4LE 1. 2. 3• NOTE: USE STANDARD INTRA- OFFICE ROUTING FORM TO SEND THIS INFORMATION TO PUBLIC WORKS DEPARTMENT PERSONNELP AND THEN ROUTE TO FILES. C (00- 71 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FILE: c -1009 DATE: - FROM T0: b/L OUTSIDE AGENCY'S TELEPHONE ADDRESS: (— U I5 onL Cam_ SUBJECT: \-cS 2� 0 4 —'l n�.f �� SA D ACTION REQUIRED PERSON RESPONSIBLE I. 2 3 DATE DUE NOTE: USE STANDARD INTRA- OFFICE ROUTING FORM TO SEND THIS INFORMATION TO PUBLIC WORKS DEPARTMENT PERSONNEL, AND THEN ROUTE TO FILES. WILL THIS BE CONFIRMED IN WRITING? _ YES ✓ IVO OUTLINE OF IMPROTANT POINTS: .= �OT /F' /`�.j / ✓i.t / /�O.( 2°' S G..7 C c ++. O / ✓A v 4s' Yr, � ��- H /tii � G pro �, r. !-' w o e t. o i IP'so GJ C:..: f_ c G. �...i G....•q r/ /l�fa VAr /gD. j ACTION REQUIRED PERSON RESPONSIBLE I. 2 3 DATE DUE NOTE: USE STANDARD INTRA- OFFICE ROUTING FORM TO SEND THIS INFORMATION TO PUBLIC WORKS DEPARTMENT PERSONNEL, AND THEN ROUTE TO FILES. CITY OF NEWPORT BEACH DEPARTMENT 9 Date 'ice 7 -G (;. NO. 70: �/Gta C - /ooy — �•lisonc S ��� PROM: ,G! 7 Gaca�L SUBJECT: �r�. , c-vsS c�.r, -T"i• cam. 7.a �s-r�. iT' o � -i ocJ ��. �o�t�- Osry 'X02 Tio�/ Gw/ i.) PAl C= i� S v Av G� � r.�•. �� ni r� r� s ,�.o�C �- 4J .•,/ x'02 /sslJilov�.c�.trT,J, u NO. CITY OF NEWPORT BEACH City Clerk DEPARTMENT TO: Public Works Director FROM: City Clerk Date April 14, 1966 SUBJECT: Agreement with the County of Orange for roadway improvements on Palisades Road between Newport Boulevard and MacArthur Boulevard Attached are the following: one certified copy of Resolution 6329 and six copies of the Agreement between the City of Newport Beach and the County of Orange for the construction of roadway improvements on Palisades Road between Newport Boulevard and MacArthur Boulevard, in- cluding a new traffic signal at Palisades Road and Jamboree Road (referred to in the Agreement as Jamboree Boulevard) and relocation of existing traffic signal at Jamboree Road and MacArthur Boulevard. Margery S6hrouMer, City Clerk MS: dg Encl. L�-iGC CITY RF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD DATE Aosn 1'2_ 106 T0: ORANGE COUNTY ROAD DEPARTMENT 400 W. STN STREET SANTA ANA, CALIFORNIA ATTENTION: WLNDELL HARTMAN SUBJECT: COOPERATIVE AGREEMENT; IMPROVEMENT PROJECT PALISADES ROAD FROM NEWPORT BLVD. TO MACARTHUR BLVD. WE ARE TRANSMITTING THE FOLLOWING: N0. COPIES DESCRIPTION (6) CERTIFIED COOPERATIVE AGREEMENT (1) CERTIFIED COUNCIL RESOLUT1014 #6329 AUTHORIZING EXECUTION REMARKS: COPIES TO: BY: 0 6 13 APRIL 12p 1966 MR. KALLISTER SOUTHERN CALIFORNIA EDISON COMPANY P.O. Box 111 HUNTINGTON SEACHO CALIFORNIA DEAR SIRS TRANSMITTED FOR YOUR REFERENCE AND FILES ARE THE FINAL PLANS OF OUR PROPOSED PALISADES ROAD PROJECT. THIS IS PART OF A LARGER CONTRACT BEIMG ADMINISTERED BY THE ORANGE COUNTY ROAD DEPARTMENT. ANY QUESTIONS CONCERNING MORN SCHEDULING $MOULD BE REFERRED TO 8RENT MUCHOM OR TOM GLEASON OF THAT DEPARTMENT* IF THERE ARE ANY FURTHER QUESTIONS, PLEASE CONTACT HE OR HUNTER COOK AT 673 -01100 ExT. 27. VERY TRULY YOURSp r JCStNAJ ENCL. APRIL 11, 1966 TO: CITY COUNIP FROM: PUBLIC WORKS DIRECTOR SUBJECT, COOPERATIVE AGREEMENT WITH COUNTY FOR CONSTRUCTION OF PALISADES ROAD FROM JAMBOREE ROAD TO MAC ARTHUR BOULEVARD RECOMMENDATION: .ADOPT A RESOLUTION AUTHORIZING EXECUTION OF THE SUBJECT AGREEMENT. DISCUSSION: TWO PROJECTS FOR THE IMPROVEMENT OF PALISADES ROAD HAVE BEEN PROGRAMMED FOR SUMMER AND EARLY FALL. ONE PROJECT IS PLANNED BY THE COUNTY FROM NEWPORT BOULEVARD TO THE COUNTY LINE (JAMBOREE ROAD), AND THE OTHER BY THE CITY FROM JAMBOREE ROAD TO MACARTHUR BOULEVARD. SINCE BOTH OF THESE PROJECTS ARE SCHEDULED FOR CONSTRICTION AT APPROXIMATELY THE SAME TIME, IT APPEARS DESIRABLE TO COMBINE THE PROJECTS INTO ONE CONTRACT. THIS SHOULD PROVIDE THE FOLLOWING ADVANTAGES 1. THE CONSTRUCTION WOULD BE COORDINATED ALONG THE ENTIRE AFFECTED LENGTH OF PALISADES ROAD. 2. A FINANCIAL SAVING WOULD RESULT FROM THE LOWER UNIT PRICES USUALLY OBTAINED FROM A LARGER JOB. �. A TIME SAVINGS WOULD RESULT FROM THE COMBINING OF THE CON- STRUCTION PERIODS. IF" THE AGREEMENT IS APPROVED, THE COUNTY ROAD DEP&PTMENT WI''-L AWARD AND ADMINISTER THE CONSTRUCTION CONTRACT. THE WORK WITHIN THE CITY INCLUDES WIDENING 'THE EXISTING ROAD TO FOUR LANES WITH A 16-FOOT MEDIAN AND EIGHT 8-FOOT SHOULDERS., CONSTRUCTION OF A NEW TRAFFIC SIGNAL AT JAMBOREE ROAD THE COUNTY WILL BEAR ONE -THIRD OF THE COST OF THIS SIGNAL), AND THE RELOCATION OF SIGNAL STANDARDS AT MACARTHUR BOULEVARD. THE ESTIMATED TOTAL COST TO THE CITY OF THE PROJECT IS $70,000; TilS AMOUNT INCLUDES APPROXIMATELY $3,500 FOR THE CITY SHARE OF CONSTRUCTION STAKEOUT, 1NSPECTICN, AND COMPACTION TESTING; AND APPROXIMATELY $3,500 FOR CONTINGENCIES. THE AMOUNT PRESENTLY G,iOGETED FOR THIS PROJECT IS $50,500. T'H'E INCREASED COST IS CUE TO THE FACT THAT SOILS TESTS HAVE DISCLOSED THAT IT WILL BE NECESSARY TO CONSTRUCT A COMPLETE NEW STRUCTURAL SECTION POR THE TRAFFIC LANES, RATHER 'THAN UTILIZING AND WIDENING THE EXISTING PAVING, AS ORIGINALLY PLANNED. AN UNUSUALLY POOR NATIVE SUBGRADE MATERIAL EXISTS IN THE AREA, THUS NECES- SITAI "ING A VERY h1EAVY STRUCTURAL SECTION. THE TEST INFORMATION WAS NOT AVAILABLE AT THE TIME THE ORIGINAL BUDGET ESTIMATE WAS PREPARED. p fiNANCING FOR THE CITY SHARE OF THIS PROJECT IS BEING PROVIDED BY SECTION 186.1 GAS TAX FUNDS. SUFFICIENT UNCOMMITTED FUNDS ARE AVAILABLE TO PROVIDE FOR THE INCREASED COST. A BUDGET AMENDMENT HAS BEEN PREPARED FOR COUNCIL CONSIDERATION IF THE AGREEMENT IS APPROVED. THESTIM�TE OF COMPLETION FOR THE PROJECT IS OCTOBER 1, 1966. APPROVED BY CITY COUNCIL OSEP DEVLIN PlBL1 RKS DIRECTOR DATE I , 196, f.,2 V�C:VR 1 Y OF • A. 5. KOCH ROAD COMMISSIONER AND COUNTY SURVEYOR L MCC ONVILLE R. V. WISE ASST. ROAD COMMISSIONER DEPUTY COUNTY SURVEYOR AND SURVEYOR R. B. VAILE W. L. 2AU DIVISION ENGINEER - OPERPTIONS REFUSE OI SPO SAL EN NGINEER N G E M. I. STORM DONIS BARRETT DIVISION ENGINEER - ENGINEERING BUSINESS MANAGER TELEPHONE: 834 -3456 AREA CODE 714 ROAD DEPARTMENT ENGINEERING BUILDING 400 WEST 8TH STREET SANTA ANA. CALIFORNIA 92701 March 28, 1966 Re: Cooperative Agmt . for Const. of Palisades Rd. btw. Newport Blvd. & Jamboree Blvd. Mr. Joseph T. Devlin Public Works Director City of Newport Beach 3300 W. Newport Boulevard Newport Beach, California Dear Mr. Devlin: Attached for your consideration is the original and seven (7) copies of a proposed agreement providing for the County to construct City portions of the above noted project. If the agreement meets with your approval, please have it executed on behalf of the City and return the original and six (6) copies to this office together with a certified copy of the City Council Resolution authorizing City execution. A fully executed copy will be returned to your office upon completion. ASK: WLH : sh Atts.8 Very truly yo S. �� S S. KOCH Road Commissioner & County Surveyor RECEIVED MAR 2 31966 PUBLIC WORKS DEPT. CITY AWPORT MACH - PIUBLIC WORKS OAWNT ESTIMATING FORM PROJECT A4u&OGrS �641D DIVISION P�Rlz -b> 0 . DATE BY: PRELIMIXfRY FINAL ITEM QUANTITY. UNIT PRICE AMOUNT 4te- exl<&66 A�CWEIV 7- 1-e 110,W !1w IGA e915- 906000 4 Ae, I 4�5'4 rel) 1�4 A 3306 ;F/v r-!o yr rk ac r 761 V 2. DD 13 , 232,40 74- © I z5'0 z .2•a0 ri 7'0 1'7,,Yle k A164- 6a8,00 e4, 366,66) S &4, 25,190 0 45 8?2.eo - CTI cf 1-141, zl,-' z6klwolr !�E \1�AWAIal,?ac 6 Zj 14 rE. lAla d ApWAW7,e-,V-41Ve,6-r Ake IS,41),Zf ,VT AA4 AIZZ-hV& Z 4s :z om eO6 so 00.0 //V,�-- r N-66-L'-71101V AZ3 CITY OF NEWPORT BEACH PUBLIC WOSkWPARTMENT SPECIAL PROVISIONS FOR THE P LISADES ROAD PROJECT CONTRACT 1009 I. SCOPE OF WORK THE WORK TO BE DONE UNDER THIS CONTRACT CONSISTS OF: A. RECONSTRUCTING AND WIDENING PALISADES ROAD INCLUDING THE CONSTRUCTION OF A.G. SHOUDLERS AND BERMS. B. INSTALLING A TRAFFIC SIGNAL SYSTEM AT PALISADES ROAD AND JAMBOREE ROAD AND THE RELOCATION OF CERTAIN TRAFFIC SIGNALS AND APPURTENANCES *t AT PALISADES ROAD AND MACARTHUR BLVD. C. THE FURNISHING OF ALL LABOR, EQUIPMENT, TRANSPOWATION, AND MATERIALS NECESSARY TO THE ACCOMPLISHMENT OF (A) AND (B) AND ANY AND ALL INCIDENTAL **-b WORK AS SHOWN ON THE CITY OF NEWPORT BEACH DRMWINGS NUMBER R- 5o41 -S, SHEETS I THROUGH 6. ALL WORK SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE CITY OF NEWPORT BEACH AND THESE SPECIAL PROVISIONS. 11. TIME OF COMPLETION THE CONTRACTOR SHALL COMPLETE THE WORK WITHIN 90 CALENDAR DAYS FROM THE DATE OF EXECUTION OF THE CONTRACT BY THE CITY. III. $TRAFFIC AND WORK SCHEDULING ALL APPLICABLE PORTIONS OF SEC. 7- W8 AND 7_1.09 OF THE STATE STANDARD SPECIFICATIONS SHALL BE OBSERVED-AT LEAST ONE LANE IN EACH DIRECTION OF THE TRAVELED WAYS SHALL BE LEFT OPEN TO ALLOW TRAFFIC TO PASS THROUGH THE WORK. i , • PAGE Z PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL MEET WITH THE ENGINEER TO DISCUSS WORK SCHEDULING AND PHASES OF THE PROJECT, -r FECTING PUBLIC CONVENIENCE. IVII CONSTRUCTION SURVEYS ALL CONSTRUCTION SURVEYS NECESSARY TO ACCURATELY PLACE THE NEW PROFILES AND ELEVATIONS TO GRADE AND LINE AS SHOWN ON THE PLANS OR SUPPLEMENTAL GRADE SHEETS AND SKETCHES SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. A LICENSED CIVIL ENGINEER OR LAND SURVEYOR SHALL CERTIFY THE "AS BUILT" GRADAS AND LOCATIONS OF ALL IMPROVEMENTS ON A COPY OF THE CONSTRUCTION PLANS. V. CONDUCT OF WORK THE CONTRACTOR SHALL_& MAINTAIN THE JOB SITE IN A NEAT AND ORDERLY CONDITION/ AT ALL TIMES. //!"' VI. bEXISTING UTILITIES THE LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED IN THE 94+B AT THE TIME OF CONSTRUCTION. THE CONTRACTOR SHALL REQUEST EACH UTILITY COMPANY TO LOCATE# SUCH UNDERGROUND LINES THAT MIGHT BE AFFECTED BY THE PROJECT PRIOR TO COMMENCING WORK. THE CITY DOES NOT GUARAUTEE THE *60*4 PRESENCE OR ABSENCE OF UTILITIES IN ANY LOCATION. IT WILL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE THE EXISTING UTILITY LINES IN ADVANCE OF CONSTRUCTION AND TO WORK AROUND THESE UTILITIES. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AT HIS EXPENSE. VII STREET WIDENING PROPOSAL ITEMS I. REMOVE EXISTING PAVEMENT TO NEW SUBGRADE WORK DONE UNDER THIS ITEM CONSISTS OF REMOVING EXISTING A.C. PAVEMENT AND AGGREGATE BASE TO A DEPTH OF 28 INCHES TO ALLOW CONSTRUCTION OF THE NEW STRUCTURAL SECTTONS AS SHOWN ON THE PLANS. PAGE 3 2j, CONSTRUCT 4" THICK A.C. PAVEMENT MATERIAL AND METHODS FOR CONSTRUCTION OF THE ASPHALT PAVEMENT SHALL BE AS SPECIFIED IN SEC. 12 OF THE" ,Z►TY STANDARD SPECIFICATIONS. THE COMPACTED THICKNESS SHALL BE A MINIMUM OF b INCHES. THE PRICE BID PER TON SHALL INCLUDE THE COST OF ADJUSTING ALL MANHOLE, VALVE BBX, b CLEAN OUT ANN MONUMENT COVERS TO FINISHED GRADE. 4 r CONSTRUCT 12" THICK AGG,SUB BASE �P PRIOR TO PLACING THE SUB -BASE THE SUB -GRADE SHALL BE PREPARED ACCORDING TO SEC. 10-07 OF THE CITY STANDARD SPECIFICATIONS. THE MATERIAL USED FOR WORK UNDER THIS ITEM SHALL BE ELASS 2 AGGREGATE SUB- BASE AND SHALL CONFORM TO ALL APPLICABLE PBRTIONS OF SEC 25 OF THE STATE STANDARD SPECIFICATIONS. „_ � CONSTRUCT 8, WIDE AB.SHOULDER THE 8 FT. SHOULDER SHALL BE 4„ MINIMUM THICK AGGREGATE BASE. THE SURFACE SHALL BE TREATED WITH LIQUID ASPHALT ACCORDING TO THE APPLICABLE PORTIONS OF SEC. I2 -03 OF THE CITY STANDARD SPECIFICATIONS. THE RATE OF APPLICATION SHALL BE APPROXIMATELY 0.25 GAL. PER SQUARE YARD. THE PRICE BID PER TON OF 4 "A.S. SHALL INCLUDE THE COST OF APPROXIMATELY 900 CUBIC Y&RDS OF EXCAVATION' AND THE EMBANKMENT NECESSARY TO CONSTRUCT THE SHOULDERS TO THE DIMENSIONS SHOWN ON THE PLANS.EXCAVATED SOILS MAY BE USED AS FILL. THIS WORK SHALL CONFORM TO THE APPLICABLE PORTIONS OF SEC. 19-02 AND 19 -06 OF THE STATE STANDARD SPECIFICATIONS. G 04 OONSTRUCT 2" THICK A.C. DRAINAGE DITCH. WORK PERFORMED UNDER THIS ITEM SHALL INCLUDE CONSTRUCTION OF A 2" MINIMUM THICK A.C. APRON ON THE RIGHT SHOULDER ADJACENT TO THE EXISTING SERVICE STATION. , • • PAGE k VIII. PAYMENT W HERE 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 AS SHOWN ON THE PLANS AND/OR INCLUDED IN TtfSE SPECIFICATIONS. PAYMENT FOR INCIDENTAL ITEMS OF WORK NOT SEPARATELY **t*tb+ PROVIDED FOR IN THE PROPOSAL SHALL BE INCLUDED IN THE PRICE BID FOR OTHER ITEMS OF ***I WORK. CITY ATTORNEY ABET. PUBLIC WORKS DIRECTOR MARCH 3g, 1966 COOPERATIVE AO;itEQiMT fOR CONSTRUCTION OF PALI8ADES ROAD BETWEEN NE"T BLVD. AND MACARTKJR BLVD. THE ENCLOSED GRAFT Of THE SUBJECT AGRZOIENT (SEYEM COPIES WAS PREPARED BY THE COUNTY AM FORWARDED TO US FOR UCCUTION. PLEASE REVIEW IT AHD PREPARE THE NECESSARY COUNCIL RtSOLUTION AUTNORIEING EXECUTION. THE COIMRY PLANS TO ADVERTISE FOR CONSTRUCTION to THE VERY NEAR FUTUREO YHEREfSREp THE COUNCIL SHOULD TAR[ THIS UP AT THEIR KIT REGULAR MEETING. If THERE AM ANY CHANGES WHICH YOU FEEL SHOULD BE MADE* ►LEASE NOTIFY THIS OFFICE IWIEDIATELY SO THE NECESSARY COORDINATION WITH THE COUNTY CAN BE ACCOMPLISHED. AIA� BENJAMIN B• NOLAII AssT. PUBLIC WORKS DIRECTOR NTCINAJ ENCL. i 1� KARCN 30. 1966 THE IRVINE COMPANY IRVINE CALIFORNIA ATTN: GORDON JONES SUBJECTS PALISADES ROAD ENTRY PERMIT DEAR SIRI IN ACCORDANCE WITH OUR PREVIOUS DISCUSSIONS, WE HAVE COMPLETED DESIGN OF THE PALISADES ROAD WEDENING PROJECT BASED ON PLACING FILL AND CUT SLOPES OUTSIDE THE PUBLIC RIGHT -OF -WAY. IT IS REQUESTED THAT YOU FORWARD US A RIGHT +OFwMTRY PERMIT AUTHOONZING CONSTRUCTION IN ACCORDANCE WITH THE AUTHORIZED DRAWINGS. A SET OF THE SIGNED DRAWINGS WAS NANO - CARRIED TO YOUR OFFICE ON MARCH 3D. THE CITY WILL SEED THE SLOPES AND ESTABLISH AN INITIAL GROWTH OF GRASS. THIS PERMIT MUST BE PROVIDED BEFORE THE CONSTRUCTION CONTRACT CAN BE ADVERTISEDr THEREFOREX IT IS REQUESTED THAT THE NECESSARY ACTION BE EXPEDITED. VERY TRULY YOURSO BENJAMIN B. NOLAN CITY ENGINEER 1'ITC I NA J 9 MARCH 280 1966 ECONOLITE 89W BELLANCA�CAVENUE LOS ANGELES 45, CALIFORNIA ATTENTION: MR. JOHN BROADDENTO JR. APPLICATION ENGINEER GENTLEMEN2 ENCLOSED FOR YOUR REVIEW IS THE PLAN FOR OUR PROPOSED SIGNALIZATION OF THE JAMBOREE AND PALISADES ROAD INTER- SECTION. YOUR COMMENTS ON THE CONDUCTOR SOREDULE ARE ESPECIALLY INVITED. PLEASE LET US KNOW OF ANY SUGGESTED ALTERATIONS YOU MAY HAVE. VERY TRULY YOURSp HUNTER T. COOK PROJECTS ENGINEER JCSIVR ENCL. ,f. f 'a;::.. I x 0 NO. TO: FROM: SUBJECT: 0 CITY OF NEWPORT BEACH DEPARTMENT Date ii f ITEM I ITEM 2 F "- /GCJ CITY OF NEWPORT BEACH is PUBLIC WORKS DEPARTMENT 3300 W• NEWP9'RT BOULEVARD DATE FessuART 8, 1966 To: A. C. BERNic DEPUTY DISTRICT ENGINEER DIVISION OF HIGNWAYS P. 0. Box 2304 • TERMINAL AuNcx Los ANGELESS CALIFORNIA 90054 ATTENTION: BOB .JORDANI PERMIT SECTION SUBJECT: A@RLICATIoN woR ENCROACHMENT PERMIT PALISADES ROAD AT MACARTNUR BOULEVARD WE ARE TRANSMITTING THE FOLLOWING: NO. COPIES DESCRIPTION 2 APPLICATION FOR ENCROACHMENT PERMIT 2 SETS CIO DRAWING R•5041 -So SHEETS 3 & 5 REMARKS: COPIES TO: SHEET No. 3 CONFORMS TO THE INSTRUCTIONS GIVEN ON THE DIVIStON OF HIGHWAY$ DRAWING TITLED "TRAFFIC SIGNAL MODIFICAT /OM PLANS V MACARTHUR BLVD. PALISADES RD." DATED 1-66, EXCEPT THAT THE EXISTING SIGNAL & LIGHTING SERVICE POLE NEED NOT BE RELOCATED AND THE MORTHERL`/ TRAFFIC ISLAND tN MACARTNUR BLVD. IS NOT SCHEDULED TO BE IMPROVED UNDER THE PRESENT CONTRACT, BY: HuNTcR T. Coos COOP PROJECT EMGtuccR • • t 0 0 No Apphe.nt wilf woe 6B Application for Encroachment Permit Date JANUARY 28 i966 TO the DEPARTMENT 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: TO PAYc SHOULDERS, CONSTRUCT A.C. CUR® RETURNS PER ATTACHED SKETCH Applicrnt will ducribe here fully what he wisher in do using rovers side or users sheen if success, SHEET 3 AND TO RELOCATE TRArric SIGNALS ANO APPURTENANCE8 PER AT- TACKED SHEET SPACE FOR SKETCH, SUBMIT DETAILED PLANS IP AVAILABLE on the State Highway in the county of ORANGE - MA -073 -NPTB (PALISADES ROAD iii MACARTHUR BOULEVARD) Applicaar will into here sccumftly the location of the work which he drum in do, giving the Sure Highway roves, rtctio. and eaginwr i sessions, if posubl. and agrees to do the work in accordance with your rules and regulations and subject to your inspection and approval. s., CITY Of NEWPORT BEACH IIM!!ilf,P tc.'rwtsmne � �t • • Sigvatvn of sPPliunt J :3300 NEWPORT BLVD.# NEWPORT BEACH CAI Prenit issued Pont of" .ddress Foam ..I Rev. NOTE: This form must be signed b Applicant or Authorized Agent FOR P- )elect Ir.e] 00M OO aV0 dKtt }• pp 1I. CITY OF NEWPORT BEACH DEPARTMENT Date N0. 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