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HomeMy WebLinkAboutC-1096(D) - Improvements of Jamboree Road from Ford Road to Palisades RoadARCHITECTS • ENGINEERS 412 SOUTH LYON STREET - SANTA ANA, CALIFORNIA 92702 - KIMBERLY 7 -4471 ADDRESS REPLY TO P, O. BOX 178 To: City of Newport Beach Public Works Department 3300 Newport Boulevard Newport Beach, California 92660 Attention Mr. Hunter T. Cook Subject: Jamboree Road Improvements We are transmitting the following: No. Copies I xerox Description Contract Documents Date: August 24, 1967 Office Ref: 51- 0050 -01 -00 RFG�►vE� HLt; 2 1967 S ULPT, Remarks: As you requested. We will run off 30 copies of contract specifications as soon as you review and approve the enclosed documents. BOYLE ENGINEERING sh Copies to: By l "'" ' on K. Kooke, 1 A. S. ROPO COMMISSIONER \ L. M CCO U "-rY O F 155T. ROAD GO MMISSI ONEP AND SV RV6TOR G a R. B. VAILE DIVISION EN OIN EER �ORE0.ATIONS RtAL N G E M. 1. STORM OIVI SIGN EN 4IN EEP — ENGINEERIN, TELEPHONI AREA CODE ROAD DEPARTMENT ENGINEERING BUILDING 400 WEST 8TH STREET SANTA ANA. CALIFORNIA 92701 August 15, 1967 Mr. Hunter T. Coon Project Engineer City of Newport Beach 3300 West Newport Boulevard Newport Beach, California Dear Mr. Cook: Your request for the County to participate in financing of a right turn lane from Palisades Road to Jamboree Boule- vard has been given consideration. While we agree that there is a need for a right turn lane at the present time, we also feel that the need will diminish after the extension of Jamboree Boulevard to MacArthur. At that time the right turn lane will have to be eliminated be- cause it will be unable to function properly as part of the new four -leg intersection. May we rather suggest a treatment, which for the equiva- lent coat, could accomplish the same interim purpose and still be accommodated in the ultimate design? This is shown on the alternate exhibit. MS: HK: mm attach. F 301 1 —69 1 Yours very truly, A. S. KOCH Road Commissioner & County Surveyor By Division Engineer - Engineering 7 3' 6. �Z_ r t,RCHITECT5 ENGINEERS 412 SOUTH LYON STREET , SANTA ANA. CALIFORNIA 92762 August 23, 1967 City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 Attention Mr. Hunter T. Cook Gentlemen: TELEPHONE (714) 547 -4471 APORESS REP4Y TO P. 0. SOX 17B Jamboree Road Improvement Ford Road to Palisades Road In meeting with Mr. Hunter T. Cook on August 23, we furnished one set of final plans and special provisions for the Jamboree Road improve- ments incorporating all revisions requested by the city of Newport Beach, the Orange County Flood Control District and the Orange County Road Department, We also delivered the original tracings of Drawing R- 5085 -S, Sheets 1 through 26 for signature by the Director of Public Works. Very truly yours, BOYLE ENGINEERING Donald R. Rooke im i ENGINEERING SERVICES preparation W plans and -spebVicatto for Waravemenz of Jahboree Road from Ford Road to Wnadei Rdad ready for rece 1 ipt of bids.n accordance izlvh Perpgraphs 4 and 5 of Contract dated December 28, Reproduction K workhg drawings AMOUNT DUE AM! PAYABLE D "S - ky (QUM AND PAYABLE UPON PR9511NTATION) $ 10;000.00 r� 412 SOUTH LYON STREET August 9, 1967 ARCHITECTS • ENGINEERS SANTA ANA. CALIFORNIA 92702 TELEPHONE (714) 547 -4471 AOORESS REPLY TO P. O. BOX 178 City of Newport Beach Public Works Department 3300 Newport Boulevard Newport Beach, California 92660 Attention Mr. Hunter T. Cook Gentlemen: Jamboree Road We are submitting our invoice for the second progress payment as set forth in our contract for the preparation of plans and specifications for the improvement of Jamboree Road from Ford Road to Palisades Road. The plans and specifications have been completed in accordance with your final revisions and the additional changes requested by the Orange County Road Department are being made. The project will now be ready for advertisement and the receipt of bids. Very truly yours, BOYLE ENGINEERING Dwiglit C. Schroeder C. E. 8603 sh 51- 0050 -01 -00 Enc. o PUN-r'Y o � o RAN 4 S. X CH ROR. CO M M ISSIONEP AND COUNTY SURVEYOR OC L. MCCONVILLE R. V. WISE r p55T. POLO COMMISSIONER OEVV Ty COUNTY SURVEYOR AN. SURVEYOR R. B. VAILE W. L. ZAUN DIVISION ENGINEER - OpER gTIONS PEFV SE OI SPO SAI EN 4INEEP G E M. 1. STORM DONIS BARRETT DIVISION ENGINEER - ENGINEERING AOMINISTRATIYE SERVICES .1EICEN TELEPHONE: 834 -3456 AREA CODE 714 ROAD DEPARTMENT ENGINEERING BUILDING 400 WEST 8TH STREET SANTA ANA. CALIFORNIA 92701 August 17, 1967 RE: AHFP -#346 Jamboree Road Ford Road to Palisades Road City of Newport Beach City Hall 3300 W. Newport Blvd. Newport Beach, Calif. Attn: Mr. Joseph T. Devlin Director of Public Works Gentlemen: Attached are two (2) copies of Board of Supervisors Resolution No. 67 -846 extending the funds for subject project to September 30, 1967. Yours very truly, A. S. KOCH Road Commissioner & County Surveyor By. M. STORM Division Engineer - Engineering MS: WLH:mm R `[ Cj ` Y attach 2 AUu ,: t 1 2 3 4 5 6 7 8 9 10 11 lz 13 14 W z » 15 ��0 u u `Y0 16 °Z Z ]0 U 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 KW:rI 0 RESOLUTION OF THE BOARD OF SUPERVISORS OF ORANGE COUNTY, CALIFORNIA August 8, 1967 On motion of Supervisor Allen, duly seconded and carried, the following Resolution was adopted: BE IT RESOLVED AND ORDERED that, as recommended by the Road Commissioner of the County of Orange by letter dated July 31, 1967 to this Board, the funds heretofore allocated in the 1966 -1967 Fiscal Year and extended to July 31, 1967, for the Arterial Highway Financing Program Project No. 346, Jamboree Road, between Ford Road and Palisades Road in the City of Newport Beach, be further extended to September 30, 1967. AYES: SUPERVISORS ALTON E. ALLEN, WM. HIRSTEIN, C. M. FEATHERLY, WILLIAM J. PHILLIPS AND DAVID L. BAKER NOES: SUPERVISORS NONE ABSENT: SUPERVISORS NONE 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 8th day of August 1967, and passed by a unanimous vote oYsaid Board. IN WITNESS WHEREOF, I have hereunto set my hand and seal this 8th day of August , 1967. W. E. ST JOHN County Clerk and ex- officio Clerk of the Board of Supervisors of Orange County, California By u Deputy Resolution No. 67 -846 Authorize extension of time - Arterial Highway Financing Program #346 - Jamboree Road - City of Newport Beach 0 0 1 RESOLUTION OF THE BOARD OF SUPERVISORS 2 OF ORANGE COUNTY, CALIFORNIA 3 August 8, 1967 4 5 On motion of Supervisor Allen, duly seconded and carried, the 6 following Resolution was adopted: 7 BE IT RESOLVED AND ORDERED that, as recommended by the Road 8 Commissioner of the County of Orange by letter dated July 31, 1967 to 9 this Board, the funds heretofore allocated in the 1966 -1967 Fiscal Year 10 and extended to July 31, 1967, for the Arterial Highway Financing Program 11 Project No. 346, Jamboree Road, between Ford Road and Palisades Road in 12 the City of Newport Beach, be further extended to September 30, 1967. 13 14 ' W h pZ� ]] 15 ❑U UU ac' 16, AYES: SUPERVISORS ALTON E. ALLEN, WM. HIRSTEIN, C. M. FEATHERLY, ° WILLIAM J. PHILLIPS AND DAVID L. BAKER ° 17 NOES: SUPERVISORS NONE 18 ABSENT: SUPERVISORS NONE 19 20 STATE OF CALIFORNIA) ) ss. 21 COUNTY OF ORANGE ) . 22 I, W. E. ST JOHN, County Clerk and ex- officio Clerk of the Board of Supervisors of Orange County, California, hereby certify that the 23 above and foregoing Resolution was duly and regularly adopted by the said Board at a regular meeting thereof held on the 8th day of 24 August 1967, and passed by a unanimous vote osaid Board. 25 IN WITNESS WHEREOF, I have hereunto set my hand and seal this 26 8th day of August , 1967. 27 W. E. ST JOHN 28 County Clerk and ex- officio Clerk of the Board of Supervisors of Orange 29 County, California l 30 31 By —Deputy �� 32 Resolution No. 67 -846 KW:rl Authorize extension of time - Arterial Highway Financing Program #346 - Jamboree Road - City of Newport Beach GEOTECHNICAL COM3ULTAUT&S INC. 1905 E. 17TH STREET SUIn L8 SANTA :.NAB CALIFORNIA ATTENTION: MR. DENNIS EVANS i 161 � AUGusT 17, 1967 SUBJECT; CONTRACT FOR SUPPLEMENTAL SERVICES IN CONNECTION WITH THE INPROVENENT OF JANSOREE POAD BETWEEN FORD ROAD AND PALISADES GENTLENENI ATTACN:D FOR YOUR REVIEW AND EXECUTION ARE THE ORIGINAL AND TWO COPIES CF THE SUBJECT CONTRACT. PLEASE EXECUTE ALL COPIES AND RETURN THEN TO THIS OK ICE FOR EXECUTION UY THE CITY. A FULLY EXECUTEC COPY WILL U£ RETURNED FOR YOUR FILES. IT IS ANTICIPATED THi:T CONSTRUCT IOIi OF THIS CONTRACT WILL BEGIN IN EARLY OCTOBER. IF YOU HAVE ANY QUESTIONS# PLEASE CALL N£ AT YOUR CONVENIENCE. VERY TRULY YOURS HUNTER T• COOK PROJECT ENGINEER HTCINAJ ATT: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD DATE AUGUST Ii. 19Q TO: METROPOLITAN WATER SUBSTRUCTURE SECTION P.O. BOX 5Y1530 TERMINAL ANNEX LOB ANGELES, CALIFORNIA, 900514 f ATTENTION:. MRg MAX MILLMAN SUBJECT: WE ARE TRANSMITTING THE FOLLOWING: N0. COPIES DESCRIPTION 1 PLAN AND PROFILE DRAWING • JAMBOREE ROAD CNB DRAWING R- 5o85-S, SHEET 12 OF 26 IMPROVEMENT PLANS FOR TRACT 6113 2 EACH CROWN DRIVE NORTH, SHEETS 3 AND 4 OF 11 REMARKS: PER YOUR REQUEST. COPIES TO: BY: HUNTER T. COOK PROJECT ENGINEER 4: . 6 W - T "' ENGINEERING em"V sneinwul ARCHITECTS • ENGINEERS 412 SOUTH LYON STREET • SANTA ANA, CALIFORNIA 92702 KIMBERLY 7 -4471 ADDRESS REPLY TO P, O. BOX 178 To: City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 Attention Mr. Hunter T. Cook Subject: Jamboree Road We are transmitting the following: go Date: August 16, 1967 Office Ref: 51- 0050 -01 -00 Description 1 Sheet 16 of Drawing R- 5085 -S revised as of August 15, 1967. 1 Xerox copy of revised cost estimate. Remarks: Note revised quantities of excavation and embankment based on final computations. Rire r►IED 1967 PUB AM PP Copies to: P R 0 F E S S 1 0 N A L E N G I N E R I N G BOYLE ENGINEERING By Don R. Rooke, C.E. 7174 A1N 0 A R_C H 1TECT QvnAL, U M-rY O P 6 <2i07A A. S. KOCH ROAD COMMISSIONER AND COUNTY SURVEYOR L. MCCONVILLE R. VI. WISE ASST. ROAD COMMISSIONER DEPUTY COUNTY SURVEYOR O \ AND SURVEYOR 4 \ \ \\ R. B. V AIL E W. L. DI VIIIOM ENGINEER -OPERATIONS qE /U!C DISPOSAL EN OINEER AN GE M. I. STORM DONIS BARRETT DIVISION ENDIN EER - EN4INEERINO ADMINISTRATIVE SERVICES OFFICER O TELEPHONE: 834_3458 "-.% AREA CODE 774 ROAD DEPARTMENT ENGINEERING BUILDING 400 WEST 8TH STREET SANTA ANA, CALIFORNIA 82701 August 4, 1967 Mr. Joseph T. Devlin Public works Director City of Newport Beach 3300 West Newport Boulevard Newport Beach, California Re: AHFP #346 - Jamboree Road Ford Road to Palisades Road Dear Mr. Devlin: The plans and specifications for subject project have been reviewed and the fol- lowing comments pertain: 1. The structural sections shown on the plans do not correspond to the structural �. sections as called for in the Orange County Materials Report. The typical sections should indicate the aggregate subbase between Sta. 103 and 111. The materials report also recommends 3" AC over 8" AB instead of 4" AC over 8" AB in the vicinity of the Ford Plant entrance. 2. .Section 13 -1 of the Special Provisions should specify the gradation require- ments for aggregate subbase. 3. It is recommended that, in Section 12 of the Special Provisions, you do not permit the use of bottom dumps for spreading the aggregate base, so that the place- n /,.Ipnnjppnt of the material may be more accurately controlled and segregation can be minimized. it' 'roll ,o 060, 4. It is reccmended that you specify that the asphalt concrete level course be spread and shaped with motor graders. This method will provide an excellent bond for the surface course and should provide superior riding qualities for the finished roadway. 5. It is recommended that the length of the contract be specified in working days instead of calendar days and be administered in accordance with Section 8 of the Standard Specifications. The 365 calendar days allowed by your special provi- sions appear to be about twice the time it should normally take to complete this project. 6. In Section 6 -3 of the special provisions, it is suggested that the address C of the City Corporation Yard be included. 7. The method of payment for any necessary clearing and grubbing of the borrow sites should be specifically called out in the Special Provisions, in order to avoid any conflict after construction begins. I Mr. Joseph T. Devlin -2- August 4, 1967 Public, works Director City of Newport Beach 8. In Sections 8 -1 and 8 -2, is the reference to "pervious sand blanket" In- t [tended to be the same. as "imported sand borrow"? If this is so, does the City guarantee that the sand stockpiles will meet the gradation specified in Section 8 -1? o `~ /% 9. Section 9 -2 of the Special Provisions is not complete: 10. In Section 10 -1, covering water, it is recommended that you specify in which item or items the payment for water shall be considered to be included. U. On the schedule of work items, Item No. 6 should call out "Class 3" in- it stead of "Class B" aggregate base. l 12. Several of the drainage inlets on the easterly side of Jamboree Road are in an in terim location. .For economic reasons, it is therefore recommended that you consider CMP inlets instead of concrete structures. 13. The need for the raised traffic islands at the intersection of North Fast r I Bluff Drive and Jamboree is questionable. They do not appear to provide saw in- creased benefit to traffic movements that could not be accomplished by striping. The raised islands at this location may be more of a hazard than a help. 14. The longitudinal storm drain between Sta. 177+00 and Palisades Road will only be eligible for AHFP participation to the extent that it is determined eligible for Section 2107 funds by the State. A copy of a letter from the.State will be necessary to justify this. 11 ill" 15. Temperature and longitudinal forces may cause enough movement to push up the pavement at the ends of the bridge. It is recommended that provisions for ex- V; pansion be included in the design of the bridge. 16. On Sheet No. 19, it appears that the "d" and "f" bars sham in the rein.- up foreement chart should be reversed. Also, the length of the "s" bars should be 691 - ,l 6" instead of 661 -6 ". On this same sheet, the reference to the "b" and "e" bars i directly above the reinforcement chart on the plan of the top slab reinforcement should be reversed. 17. The inclusion of the sand blanket as proposed is approved; however, the items discussed in.our letter to you of July 21, 1967 should be followed and be in accordance with the Change County Materials Report. Upon receipt of right of way certification, clarification or compliance with the above comments and receipt of final plans and specifications, we will continue to process the project. Very truly yours, A. S. SOCH Road Commissioner & County Surveyor By J / nW A M. STS[ 119:N1H :pvp Division Engineer - .lagineering act Boyle Engs¢. • ��' /mil AUGUST 14, 1967 smo TO: CITY CLERK FROM: PUBLIC WORKS DIRECTOR SUBJECT: IMPROVEMENT OF JAMBOREE ROAD FROM FORD ROAD TO PALISADES ROAD CONTRACT NO. Io96 RECOMMENDATIONS: 1. APPROVE REVISIONS TO THE PLANS AND SPECIFICATIONS. 2. REVISE THE DATE FOR OPENING BIDS FROM AUGUST 21, 1967 TO SEPTEMBER 19, 1967- DISCUSSION: ON JULY 24, 1967, THE COUNCIL APPROVED THE ABOVE PROJECT AND AUTHORIZED A CALL FOR BIDS TO BE OPENED ON AUGUST 21, 1967. THE COUNTY ROAD DEPARTMENT, ACTING AS ADMINISTRATOR OF THE ARTERIAL HIGHWAY FINANCING PROGRAM FUNDS INCLUDED IN THE PROJECT FINANCING, HAS REQUESTED CERTAIN TECHNICAL REVISIONS TO THE ORIGINAL CONTRACT REQUIREMENTS. THE CHANGES INVOLVED, WHILE NOT ALTERING THE CONCEPT OR SCOPE OF THE WORK, HAVE RE- QUIRED SUFFICIENT REVISIONS TO THE PLANS AND SPECIFICATIONS TO MAKE NECES- SARY THE RECOMMENDED DEFERRAL IN THE DATE OF OPENING BIDS. �N JOSEPH T. DEVLIN PUBLIC WORKS DIRECTOR BBN:NAJ APPROVED BY CITY COUN"JI DATE AUG 1 4 1967 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM:'_L IN PERSON: 1 FIRM: TEL. ;.TrLCON N04 G._�Ce� � r�u - ov Ls� �aL,S.e /T �pS'T ?i ✓t..�.J A� /��T.v.,c /G, INIT. DATE _ P.W. DIRECTOR •- �Cs>iE4 ^/C 7L- . r ' F T.W— D IR. e Y SSUPT. 1 TRAFFIC ENGR. ASST. CITY ENGR. iSUBDIV. ENGR. :DESIGN E R i CO -OP. ROJ.. . ENG.. I FIELD ENGR. S CRETW TO:_e�o /G FIRM: TEL. SUBJECT�/yL��C DATE: OUTLINE OF INFORMATION.RECEIVED 1_1 GIVEN I—I Ct' .c G._�Ce� � r�u - ov Ls� �aL,S.e /T �pS'T ?i ✓t..�.J A� /��T.v.,c /G, �Cs>iE4 ^/C 7L- . .�. LJvtirs ACTION REQUIRED PERSON RESPONSIBLE NOTEt MAKE COPIES FOR ADDRESSEES INDICATED BY °C" IN NO. BLOCK. DATE DUE Y' ENGINEERING, 412 SOUTH LYON STREE RF('FIVED 41 AUG 03 1967 cm. "o 9'4 P440I.q WUKS QENwdlin8 gs 8MeIIM ARCHITECTS 0 ENGINEERS T • SANTA ANA. CALIFORNIA 92702 . KIMBERLY 7.4471 ADDRESS REPLY TO P. O. BOX 170 To: Ford- Philco Aeronutronic Division Ford Road Newport Beach, California Attention Mr. Steve Garber Subject: Jamboree Road Improvement Ford Road to Palisades Road We are transmitting the following: No. 1 each 1 Remarks: Description Sheets 1 and 2, cross Sections Plan and Profile, Sheet 5, Dwg. R- 5085 -S Date: August 2, 1967 Office Ref: 51- 0050 -01 -00 .i These enclosures are being forwarded as requested by Mr. Hunter Cook of the city of Newport Beach. PP Copies to: Mr. Hunter T. Cook BOYLE ENGINEERING x Don R. Rooke, C.E. 7174 P R O F E S S I O N AL E N G I N E E R I N G AIN 0 A R C H I T E C T U R A L S E R V I C E S CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD �[ DATE, . AVWST 2/ 1967 To: Berk Ewslwttslws P.D. 80 178 SANTA AMAp CALIFORNIA • I ATTENTION: Ma. Dew Rome SUBJECT: JAINORtt ROAD (C -sl*) WE ARE TRANSMITTING THE FOLLOWING: No. COPIES DESCRIPTION CNT EACH wetlCt IWITlws Bw PASt I +A PAet !•s i j REMARKS: PER Teed REQUEST. COPIES TO: BY: MIwma T. Coon PseacT Ewslwttu IMLIC WORKS *m,r I P 1967 CITY ATTORNEY i'L18LU: -(MKs DCPARTNtUT CONTRACT WITH GEOTECINICAL CONSULTANT30 INC. FOR QEOTL'CHNICAL CONSULTATION AND ANLAYSIS AID INSTALL- ATION Or PIEx01£TLRS IN CONNECTION WITH CONTRACT 1096 FOR THE 1FPMKWNT Or JM MEE IOMO IN THE VICINITY Or SAN DIEGO CREEK AYTACNFD rOR YO11R III►RRNATION IS GT^ PROPOSAL roe THE & MAC? WORA DATEO JULY 26, 19670 PLEASE PMPAR[ AN cMO1Nccome s[RYICca COMTRAcT cOYtMlg9 TMt YORK OYTLIIo IN TNC PROPOSAL- ITEM 2 SMMLO ME MMIrICD TO INCLU/c SUPPLY1411 ALL 0069ZOACTER GONPONYMTs INGLUDINO SUrPIcIcNT Pipe AND CASINO Wl4N CAP TO C014PLETE THE TILL IMSTALLA- TION. Huwgn T. COOK PROJECT ENRINCcR iITC-mAJ ATTI � Jto /Ap Ic.7t7s' — 13 y.fmAb T�iil'41T . d CD v L 1Ji 4 7 _J A. • • Engineering Geology, Soil and Rock Engineering, Geohydrology GEOTECHNICAL CONSULTANTS, INC. July 26, 1967 City of Newport Beach 3300 Newport Boulevard Newport Beach, California S7050 -A Attention: Mr. Joseph Devlin Director of Public Works Subject: Letter of Proposal - Geotechnical Consultation and Analysis, and Installation of Piezometers - Jamboree Road Realignment Gentlemen: �:i� M:vi91 Glendale, California Santa Ana, California Ventura, California Las Vegas, Nevada In response to your request, we are pleased to sub- mit this proposal for performing additional geotechnical work relative to the remaining construction of Jamboree Road be- tween Ford Road and Palisades Road, City of Newport Beach. The work covered by this proposal includes the following: 1. Preparation and submittal of additional conclusions regarding the probability of slope failure of exist- ing and proposed embankments of the Jamboree Road realignment. This information is considered to be an addendum to our recently completed evaluation of the geotechnical aspects of the subject construction, performed under your contract number 1096E2. 2. Preparation of specifications and installation procedures for piezometers to be installed during the proposed construction. 3. Supervision and installation control of N 1905 East 17th Street, Suite 208, Santa Ana, California 92701 - PhA *714) 547 -5413 0 0 Our Job S7050 -A Page 2 M 4. Periodic analysis and consultation, on an as- needed basis, relative to the interpretation of readings obtained from these piezometers, together with data obtained from settlement platforms which are to be installed. As recommended in our earlier evaluation, we propose to design and control the installation of a total of six piezometers to be located in the future right shoulder area of the roadway at Stations 163 +75, 167 +75, 172 +50 and 174-1-50. At Stations 167 +75 and 172 +50 two piezometers at each location are proposed, one to measure water levels in the foundation soils, the other to measure water levels in the sand drain. These piezometers will consist basically of either a standard, slotted well point or a closed, cylindrical porous stone head with PVC conduit extentions to the surface. A protective, pipe casing, with cap, will be provided for the exposed section of conduit. The piezometers will be installed during the initial phases of fill placement. It is understood that (1) the City will provide semi - skilled manpower to assist our personnel during the initial placement period and, (2) following the placement of the piezometer head and initial conduit extension, the City will install the additional extensions as fill placement progresses and will install the conduit protective casing. Our firm will be responsible for obtaining and fabricating all piezometer components. We propose to perform the work described in items 1 thru 3 above for an estimated fee of $1,650.00 which may be considered as a guaranteed maximum not to be exceeded without your authorization. The work to be performed under item 4 above, will be done on a time and expense basis in accordance with our current Schedule of Charges. We understand that, if the City will prepare contracts ward them to us for signature. DAE:jg this proposal is satisfactory, for these services and for- Respectfully submitted, GEOTECHNICAL CONSULTANTS, INC. Dennis A. Evans Executive Vice President To: Attention Subject: W MW wr WPr ENGINEERING &a"'"""'8 gnBinePhb ARCHITECTS • ENGINEERS 412 SOUTH LYON STREET • SANTA ANA, CALIFORNIA 92702 KIMBERLY 7 -4471 ADDRESS REPLY TO P. O. BOX 170 City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 Mr. Hunter T. Cook Jamboree Road We are transmitting the following: No. Date: July 26, 1967 Office Ref: 51- 0050 -01 -00 pies Description 1 Section 13 "Aggregate Subbase" of the special provisions 0.IL Remarks: Enclosure is submitted for review and approval. sh Copies to: I. • PROF E 5.5 I.ONAL ENG INEER I NG .:: t L J AV BOYLE ['ENGINEERING Y Don R. Rooke, C. E. 7174 a ^�isS ENGINEERING • 412 SOUTH LYON STREET To: 1 I ARCHITECTS • ENGINEERS • SANTA ANA. CALIFORNIA KIMBERLY 7 -4471 ADDRESS REPLY TO P. O, BOX 178 Date: Southern California Edison Company July 26, 1967 538 Main Street Huntington Beach, California 92646 Office Ref: Si- 0050 -01-00 Attention Mr. E. T. Olson Subject: Jamboree Road Improvement Ford %md t Palisades Road We are transmitting the fo�lowing: No. 1 copy Remarks: Description Pages 20 and 21 of the special provisions pertaining to electrical utility coordination Enclosure is for your information. Please advise promptly if you desire any changes F in these special provisions. Copps to: Mr. Hunter T. Cook Newport Beach, City P R 0 P E 5 5 1 0 N A L E N G I N E E R I N G BOYLE ENGINEERING :J Byn Don R. Rooker C. E. 7174 A N D A R C H 1 T E C T U R A L S E R V I C E S + Byn Don R. Rooker C. E. 7174 A N D A R C H 1 T E C T U R A L S E R V I C E S + To: Attention ENGINEERING 412 SOUTH LYON STREET c ARCHITECTS • ENGINEERS l7 a • SANTA ANA, CALIFORNIA KIMBERLY 7.4471 ADDRESS REPLY TO P.O. BOX 178 Pacific Telephone & Telegraph Co. 311 East Balboa Boulevard Newport Beach, California 92660 Mr. Brent Harrington Subject: Jamboree Road Improvement We are transmitting Rh�fol Palisades Rood 9 g: No. Copies Description Date: July 26, 1967 Office Ref: 51- 0050 -01 -00 1 Drawing R-5085-5, Sheets 4 and 5 1 Page 21 of special provisions Remarks: Enclosures are furnished for information. Drawings were revised in accordance with recent telephone conversation of undersigned with Mr. Brent Harrington. These_ " Sheets 4 and 5 supersede those sent to you by my letter of June 8, 1967. BOYLE ENGINEERING sh 11� Copies to: By Don R. Rooke, C. E. 7174 Mr. Hunter T. Cook City of Newport Beach P R O F E S S I O N A L E N G I N E E R I N G A N D A R C H I T E C T U R A L S E R V I C E 5 - r r CITY OF NEWPORT BEACH PUBLIC WORKS PROJECT CHANGE ORDER CHANGE ORDER NO. I DATE .7Ql26 -0 1967 � r CONTRACT NO. PURCHASE ORDER NO._ 467BUDGET NO. 26-3369-036 CONTRACTOR'S NAME BOYLE ENGINEERING PROJECT NAME AND NO. ENGINEERING SERVICES FOR IMPROVEMENT OF JAMBOREE ROAD ACTION: INCREASE THE SUBJECT PURtHADE ORDER TO COVER AN INCREASE IN ENGINEERING COSTS OF $850.00. TNIS COVERS THE PREPARATION OF PLANS AND SPECIFICATIONS FOR TRAFFIC SIGNALS AT ENTRANCE TD AERONUTRONICS PLANT IN CONNECTION WITH JAMBOREE ROAD IMPROVEMENTS. THIS CHANGE WAS AUTHORIZED BY THE CITY COUNCIL ON MAY 22�. 1967- APPROVAL: 7 -ZG -�,,) ern Engineer CONTRACTOR: 37 DATE cc: Purchasing ..1 °y OF NEWPORT BEA "H FURLIC WLRKS DEEARTMENT 3300 W. NEWPORT BOULEVARD D��E JULY 26, 1967 ORANGE COUNTY ROAD DEPARTMENT 100 WEST 8TM STREET SANTA ANA, CALIFORNIA MR. WENDELL HARTMAN AHFP PROJECT 346 - JAMBOREE ROAD FROM FORD ROAD TO PALISADES ROAD DE-„_!:- o COST ESTIMATE PER YOUR REQUEST. SLOPE PLANTING WILL BE DELETED FROM THIS CONTRACT IF THE BID PRICE EXCEEDS THE AVAILABLE FUNDS. HUNTER T. COOK PROJECT ENGINEER . .f • RING 412 SOUTH LYON STREET July 26, 1967 ARCHITECTS • E N G I N E E R 5 SANTA ANA, CALIFORNIA 92702 - KIMBERLY 7-4471 ADDRESS REPLY TO P. O. BOX 178 Metropolitan Water District Post Office Box 54153 Los Angeles, California 90054 Gentlemen: Jamboree Road Improvement Ford Road to Palisades Road The city of Newport Beach is contemplating the improvement of Jamboree Road with median curbs and gutters and paving for a left turn lone at the intersection of Jamboree Road and Palisades Road. The enclosed xerox print of a portion of Sheet 12 of Drawing R- 5085 -S is furnished for your Information. It appears that the new paving at this location will not change the existing pavement elevations and it. is probable that the manhole frame and cover will not require any vertical adjustment. You are requested to have a representative check this location and inform the city of Newport Beach of the name and telephone number of your representative to be contacted in the event it is determined that the above described manhole requires adjustment. For further information, please contact Very truly yours, BOYLE ENGINEERING Don R. Rooke, C. E. 7174 sh 51- 0050 -01 -00 cc Mr. Hunter T. Cook Enc. Mr. Hunter T. Cook Public Works Department 3300 Newport Boulevard Newport Beach, California 92660 Telephone: 673 -2110 P R O F,E S 5 1 O..N A,.L E N G I N E E R I N G A N D A R C H I T E C T U R A L 5 E R V I C E S- O 0 s3 c� �� • �e ti o e y Ly o QJy I V� `�0 n1 ` O O hl n. O / C, �� %"e �G ! Q� ✓USTEr� ra G���E ��y ors cwiz r O~ ��Q�Q %�' S7evt7ael- rp wou hr S ; T74 lw S7 35' 11 4"0( .�Z s�/J D2w� -77 r/ - G/ si ✓ -a 57¢ /cF3? f a� iy S7.+ APPROVED - -- - -- PLAN & PROFILE - - -- PUBLIC WORKS DIRECTOR JAMBOREE R. E. NO, _ -._.._ -- - --- . i C� aF NEWPDKT BEACH PUBLIC WORKS DEPARTMENT RECORD.OF ORAL INFORMATION Wes; FROM: /!V /S Gf�iOttLS_..... IM PCRSAN. ...+� FIRM: �_� TEL.. TELCO*, 1;/i To: 11 FIRM: / TEL• SUBJECT: J.G¢fr�io/ZCG. rC.� FILE: (2^1094. _ DATES %Z)'�s% 3 OUTLINE OF INFORMATION RECEIVED (_I-I /" GIYEN I `J�ti.t SI T��� - �4n.l�fCt�. �2t�c��L '�•cal�'�a 2� S zLr:tec .Q K/•, Yc. TO InJ�'e+.Z/�p lA4!(i' Ac` ``{ I? /Lc$ 1 /�tlTca rrtira` ;:. rrr i.•c ruro �:• . No tii 4,6." %� rr- (,,e,r FiFrc�.ca�� %�•d /s ro �.orrc.« -r . raoyp- i T /!�� C..= r...t /7�2o<. Wrt �.. i�t� �Cr�.. e.rc rri�.� T$ � Y.•• c /�'.'. � �n a+.itT j '7�3C �'�•ct -. .✓L ^rsf5 •65 w�� «sa,:. rz. L-+% �/ C.a9 r T �. 'b'N s' / � • - 5G�r�•(e wE:x.�- /L'�r�.a.,,• ,e..�� � ,00urs(r .2C:: d ?iircc �l ,��;�, n.:.v<�,:7_arT ACTION REQUIRED PERSON RESPONSIBLE DATE DUE NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY "C" IR NO. BLOCK. i } 2 ; P.W. DIR CTOR ASST.P.W. DIR. ILITY SUPT. +TRAFFIC ENGR. ASST..CITY ENGR. iSUBDIV. ENGR. DESI N .. CO -OP. ROM. E FIELD ENGR. S CRETARY FIRM: / TEL• SUBJECT: J.G¢fr�io/ZCG. rC.� FILE: (2^1094. _ DATES %Z)'�s% 3 OUTLINE OF INFORMATION RECEIVED (_I-I /" GIYEN I `J�ti.t SI T��� - �4n.l�fCt�. �2t�c��L '�•cal�'�a 2� S zLr:tec .Q K/•, Yc. TO InJ�'e+.Z/�p lA4!(i' Ac` ``{ I? /Lc$ 1 /�tlTca rrtira` ;:. rrr i.•c ruro �:• . No tii 4,6." %� rr- (,,e,r FiFrc�.ca�� %�•d /s ro �.orrc.« -r . raoyp- i T /!�� C..= r...t /7�2o<. Wrt �.. i�t� �Cr�.. e.rc rri�.� T$ � Y.•• c /�'.'. � �n a+.itT j '7�3C �'�•ct -. .✓L ^rsf5 •65 w�� «sa,:. rz. L-+% �/ C.a9 r T �. 'b'N s' / � • - 5G�r�•(e wE:x.�- /L'�r�.a.,,• ,e..�� � ,00urs(r .2C:: d ?iircc �l ,��;�, n.:.v<�,:7_arT ACTION REQUIRED PERSON RESPONSIBLE DATE DUE NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY "C" IR NO. BLOCK. i } CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: /�C /rJ.ac,` /��r�io.�/ IN PERSON II FIRM: TEL.. .TELCON 1--,I 6 NO.r INIT. DATE 2 P.W. DIRECTOR ASST.P.W. DIR. UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. SUIV. ENGR. DESBD IGN ENGR. CO -OP. PROJ. ENGR. FIELD ENGR. ECRETARY To:-- . aov� FIRM: / TEL. SUBJECT: ✓�.G,yRa�r��; /��a !�S FILE: J9Cp DATE: -2"Z S OUTLINE OF INFORMATION RECEIVED I — ✓I GIVEN I I . �/�ca.✓s ,o.ecs 2�.vt : ic�o ci./c�er�.t+� .v'ov. ,/ ��/ ///LT Lr <w./ / / //bS f.lbT ST•f/�CT (OJ LJ Gm .a.ovcs+cT /SaS f+ /�CJ C�i .�io�1 /C.4 TG7 TJf' + TJ �cvn�r7 /+-/ l�b� -iN.c rar /:✓� /Z.e�C�� ��..� Ca c— Lc�ic </a r'3 ACTION REQUIRED PERSON RESPONSIBLE NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY °C° IN NO. BLOCK. DATE DUE t JULY 242 1967 TO: CITY COUNCIL FROM: PUBLIC WORKS DEPARTMENT SUBJECT: IMPROVEMENT OF JAMBOREE ROAD FROM FORD ROAD TO PALISADES ROAD., .CONTRACT 1096. RECOMMENDATIONS: " APPROVE THE PLANS AND SPECIFICATIONS. 2. AUTHORIZE THE CITY CLERK TO ADVERTISE FOR BIDS TO BE OPENED AUGUST 21, 1967 AT 10 :00 A.M. DISCUSSION: THE PROJECT WILL PROVIDE A 16 FOOT CURBED MEDIAN FROM FORD ROAD TO PALISADES ROAD, EXCEPT IN THE FILL AREA WHERE SETTLEMENT IS ANTICIPATED, AND TWO ADDITIONAL 12 FOOT LANES PARALLEL TO THE EXISTING ROADWAY FROM NORTH EASTBLUFF DRIVE TO PALISADES ROAD. A TWO LANE BRIDGE PARALLEL TO THE RECENTLY COMPLETED BRIDGE WILL BE CONSTRUCTED OVER SAN DIEGO CREEK. THE ESTIMATED COST OF THE PROJECT INCLUDING ENGINEERING IS $4202000.00. FINANCING WILL BE AS FOLLOWS: SOURCE ESTIMATED COST AMOUNT BUDGETED CITY (SECTION 186.1 GAS TAX) $1589000 $158,ODD ACCOUNT #19- 3369 -036 CITY (WATER FUND) 2,000 2,000 ACCOUNT #50 °92971 ORANGE COUNTY FLOOD CONTROL 150 .,000 150,000 DISTRICT ACCOUNT 126- 3369 -036 ARTERIAL HIGHWAY FINANCING 100,000 1000000 PROGRAM (AHFP) ACCOUNT #26-3369-036 AERONUTRONIC 10,000 0 ACCOUNT #26-3369 -036 $420,000 $410,000 COOPERATIVE FINANCIAL AGREEMENTS WITH THE FLOOD CONTROL DISTRICT, AERONUTRONIC AND WITH THE AHFP HAVE BEEN APPROVED BY THE COUNCIL. THE FLOOD CONTROL DISTRICT WILL FINANCE APPROXIMATELY 76% OF THE COST OF THE BRIDGE. AERONUTRONIC WILL FINANCE THE CONSTRUCTION OF TURNING LANES AND SIGNAL MODI- FICATIONS AT THE ENTRANCE TO THEIR PLANT. THE AHFP WILL CONTRIBUTE TOWARD BOTH BRIDGE AND ROADWAY CONSTRUCTION. APPROVED BY CITY COuNCIL DATE JUL 2 4 1867 �l PAGE 2 CITY COUNCIL MEETING JULY 2141 1967 CONTRACT 1096 A BUDGET AMENDMENT TO COVER THE AERONUTRONIC CONTRIBUTION IS BEING SUBMITTED FOR YOUR CONSIDERATION. p THE ESTIMATED COMPLETION DATE IS SEPTEMBER 151 1968. H0kEVER1 DEPENDING ON THE RATE OF FILL SETTLEMENT ATTAINEDI A LATER COMPLETION DATE MAY BE NECESSARY. C OSEP DEVLIN UBLIC RKS DIRECTOR HTC/LDG o UNTY OF � � o 9 A. S. KOCH P-.O COMMI$SIDNE4 AND COUNTY $9RVETDq L. MCCONV)LLE R. V. WISE ASST. ROAO COMMIS31ONER DEPUTY COUNTY SURVEY.. AND SU.V.1O* R. B. VAILE W. L. ZAUN DIVISION ENGINEER - OPE.ATIONS ..,USE DISPOSAL E.U.NE AI C�iE M. I. STORM DONIS BARRETT N DIVISION ENGINEER - EGINEERING ADMINISTRATIVE SE.VM.. Of FICE. 7!7 TELEPHONE: 934�34 66 AREA CODE 719 ROAD DEPARTMENT ENGINEERING BUILDING 400 WEST 9TH STREET SANTA ANA. CALIFORNIA 92701 July 21, 1067 Mr, Joseph T. Devlin Director of Public Works City of Newport Beach 3300 W. Newport Boulevard Newport Beach, California Dear Mr. Devlin: Reference is made to your letter of July 11, 1967 concerning recom- mendations for design of the fill and bridge on Jamboree Road, Ford Road to Palisades, A. H. F. P. No. 346. In accordance with item No. 5 of the A. H. F. P. project agreement, the County shall perform all soils engineering, material control and con- struction testing, including the preliminary soils investigation structure foundation investigations, recommendations for structural section and compaction requirements. It is mandatory that the recommendations contained in the County's material report be incorporated in the design and construction of the project. We do concur with the City's proposal to install Piezometers and settlement platforms in order that your resident engineer may be better informed as to 1 the effect of the rate of placing fill material in the bridge approach embankments. However, the County's recommendation regarding the rate of placing fill shall be used in lieu of the needless slow process used on the previous project. A pile test is recommended and shall be included in the project. We will supply a copy of our specifications for this work should you desire. As the County is responsible for the materials report and recommendations for the project, the expense of engaging a private engineer for this part of the project is not eligible for reimbursement from A. H. F. P. funds. You may submit the plans and specifications, wher9completed, for our review. V ASK:RBV:sm cc: M. Storm Road Commissioner & County Surveyor O F GE M. 1. STORM DONIS 6ARRETT DIVISION ENGINEER � ENOINEERING BUSINESS MANAGER TELEPHONE: 834 -3458 AREA CODE 714 ROAD DEPARTMENT ENGINEERING BUILDING 400 WEST 8TH STREET SANTA ANA. CALIFORNIA 92701 J,tly 21, 1967 Mr. BPniamin R. Nolan City vrgineer City of Newport Beach City Hall '300 W. Newport Boulevard Newport Reach, California. Attention: Mr. Hunter Cook SUBJECT: Jamboree Rd. (A.H.F.P. #346) Dear Sir: Attached is a Soil Sprvey Sheet indicatinv, the mechanical analysis of material. from Possible select sites for subject nrojpct, as renr,ested by Mr. Cook (via tPlenhone, July 12, 1967). The materials tested do not meet the State Specifications for permeable material., however, the Back Pay Road site material wonld be more suitable for the pronosed sand blanket than the material from the other two sites tested. RBV:M, :bt attach. cc: W. Lewis W. Hartman Very truly yours, A. S. KOCH Road Commissioner and County Surveyor BY: c R. P. VA.ILF ' Division Yng.ineer - -0uer ons r" R\ � ,3 0., S. KOCN ROAD COM M19510NEq AND COUNTY SURVEYOR L. MCCONVILLE R. V. WISE A59T. ROAD COMMISSIONER DEPUTY COUNTY SURVEYOR AN SURVEYOR R. S. VAILE W. L. ZAUN OIV1910N ENGINEER - OPERATIONS DEFUSE O(9PO SI.L ENGINEER GE M. 1. STORM DONIS 6ARRETT DIVISION ENGINEER � ENOINEERING BUSINESS MANAGER TELEPHONE: 834 -3458 AREA CODE 714 ROAD DEPARTMENT ENGINEERING BUILDING 400 WEST 8TH STREET SANTA ANA. CALIFORNIA 92701 J,tly 21, 1967 Mr. BPniamin R. Nolan City vrgineer City of Newport Beach City Hall '300 W. Newport Boulevard Newport Reach, California. Attention: Mr. Hunter Cook SUBJECT: Jamboree Rd. (A.H.F.P. #346) Dear Sir: Attached is a Soil Sprvey Sheet indicatinv, the mechanical analysis of material. from Possible select sites for subject nrojpct, as renr,ested by Mr. Cook (via tPlenhone, July 12, 1967). The materials tested do not meet the State Specifications for permeable material., however, the Back Pay Road site material wonld be more suitable for the pronosed sand blanket than the material from the other two sites tested. RBV:M, :bt attach. cc: W. Lewis W. Hartman Very truly yours, A. S. KOCH Road Commissioner and County Surveyor BY: c R. P. VA.ILF ' Division Yng.ineer - -0uer ons r" R\ � ,3 PROJECT NO. A"-o S4G io SOIL SURVEY SHEET - eY LAP - _ -cwo BY CY•-P DATE ? -z0-27 PROJECT JAMBOREE 5ELQCT OME0 LIMITS SH.! of .L BORING OR SAMPLE N. I z 3 4 Aid Z o_ LA NUMB R G7 -qq G'1 -994 7_qq _ q DATE AMPL 7 -1z -G� -12 -cam -r -IZ _67 7 -Iz-67 S LOCATION BAY7IOF OR ��`~ �° p�1 BACK DAY DR'. U J EL PA7EO 'SAW RMn N.�I oz /aIG<AN y _'__ PTH�- - A W c TYPE OF MATERIAL AND ANO nA o 2n D ° PASSING N 1 100 loo loo Ul II 11 B C15 100 q8 qq 1J a) Y 11 16 92 100 G 9 Q 11 II 30 87 100 9 1 Z 11 It SD CIA 77 87 'J- a 11 a 100 30 2e z1 I W 11 It 200 13 10 9 > SAND & ROCK *200 5 97 9 W N % SILT (- 200 to S microns) o CLAY ( -S microns) SPECIMEN IDENTIFICATION A 1 8 1 C A 8 1 C A COMPACTOR AIR PRESSURE y MOISTURE AT COMP. ° DRY DENS. OF BRIO. IDs /cu.ft. EXUDATION PRESSURE P.S.I. a: STABILOMETER R -VALUE GE - STABLOMETER - INCHES w EXPAN. PRESSURE- INCHES D R- VALUE at EQUILIBRIUM -2 G.E. at E UILIBRIUM- INCHES a FIELD MOISTURE 1 N TRAFFIC INDEX LEGEND y 2 i ; a P. C.C. K O m = _I A. C. u. . LAI O 8 _W ' W J ❑ za a 1n J Q. E3 SAND SILT ® CLAY V) `.. C) Z •.� C ( O ID .. .. H - V) R-VAL. > LIMITS 1 U. W J O D _ %OIL •; to IJ CHANGE CITY Plewr x'T KACH m MJBLBCIWMS "T rcmi"Alroma r C3 PREL I M I NW Mr*� F I NAL DIVISION DATE NO. ITEM QUMTITY. UNIT PRICE AMOUNT 42 L) cnt, -Y A 7- JULY 210 1961 IRVINE COMPANY IRVINKS CALIFORNIA ATTeNT1ONt GORDON JONES SUBJECTS ENTRY AGREEMENT FOR THE IMPROVEMENT OF JAMBOREE ROAD FROM FORD ROAD TO PALISADES. GEMTLEMENI ATTACHED FOR YOUR REVIEW AND APPROVAL ARE THREE COPIES OF SUBJECT AGREEMENT AS DRAFTED BY THE CITY ATTORNEY. ONE COPY HAS BEEN MARKED UP BY THIS OFFICE TO INCLUDE POSSIBLE CHANGES WHICH YOU MAY WISH TO INCLUDE TO COVER THE REMOVAL OF SAND FROM THE 814 CANYON STOCKPILE. AFTER YOU HAVE REVIEWED THE AGREEMENT PLEASE HAVE TWO COPIES EXECUTED BY THE IRVINE COMPANY AND RETURNED TO THIS OFFICE FOR PROCESSING BY THE CITY. A FULLY EXECUTED COPY WILL BE RETURNED FOR YOUR FILE. VERY TRULY YOURS,, KUNTER T. COOK PROJECT ENGINEER HTC /LDG ATTCH. 412 SOUTH LYON STREET ''I NV OLCE P.O. BOX 178 SANTA ANA, CALIFORNIA 92702 TELEPHONE (714) 947-4471 City 01- Nln-"Port Beach TO 33uu Newport Boulevard Newport Beach,.t;alltornia y7sou July 20 ENGINEERING SERVICES Extra work for preparation of plans and specifications for traffic signals at rntr:�nce. to Aeronutronic Plant, In connection with jamboree Road Improvements. In accordance with letter of proposal dated March 8, 19 q10 ss" to DCS: ky PROJECT 19 67 '�j MAM jT.#Aj '�j Aik @m�u� �n8�w.ehd ARCHITECTS • ENGINEERS 412 SOUTH LYON STREET . SANTA ANA, CALIFORNIA 92702 July 20, 1967 City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 Attention Mr. Hunter T. Cook Gentlemen: Jamboree Road C - i o--i tr TELEPHONE (714) 547 -4471 AOORESS REPLY TO P. O. 60A 178 In connection with the Jamboree Road improvements as described in our letter of March 8, 1967, we hove prepared plans and specifica- tions for traffic signals at the entrance to the Aeronutronic plant. Our costs for preparation of these plans exceeded the maximum fee stated in that letter; therefore, we are enclosing our invoice for the maximum fee, or $850. Very truly yours, BOYLE ENGINEERING Dwight C. Schroeder, C. E.8603 jm Enc. RFr, Ip IvFD Jet 2 . 1961 PU.I Wl�nn� utPT. 412.BOUTN LYON STREET P.O. BOX 179 SANTA ANA, CALIFORNIA 92702 . A TELEPHONE (714) 847.4471 r .'. TO City of Newport Beach July 19 P 67 3300 Newport Boulevard Newport Beach, California PROJECT NO. 5i- �Ot1'0 -01 -02 j� P. 0. 504' I� j ENGINEERING SERVICES �. .. ve:.. .. -. F t ir. 71c 1 and office work in connecclon with survey of excavation and borrow areas for Jamboree Road . Improvements. DCS:ky - (DUE AND PAYAOL,E UPON PREeENTATION) "� i.�a�r.�x9ac,s�v.Sc3!z.. ^�.� &,a :tai:: „L.,.tlS.w...,,�,.Sm..�u. _..���'t.�. .. '�.'•- ”' _..._.... r. d R Ai 0 RCHITECTS • ENGINEERS 412 SOUTH LYON STREET . SANTA ANA. CALIFORNIA 92702 July 19, 1967 City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 Attention Mr. Hunter T. Cook Gentlemen: TELEPHONE (714) 547 -4471 ADORE55 REPLY TO P. O. BOX 176 Our letter of June 2, 1967 proposed a fee not to exceed $425 to perform certain topographic surveys to correct field data previously obtained easterly of Jamboree Road between Stations 131 + 00 and 148 + 00 and between Stations 177 + 50 and 179 + 50. We proceeded on verbal authorization with field surveying performed on June 15, 1967. All proposed surveying, engineering and drafting has now been completed. Actual hours charged were as follows. Survey Supervisor 3 -hrs. @ $18/hr. $ 54 3 -man survey party 9 hrs @ $34/hr. 306 Eng ineer � hrs. @ $18/hr. 144 Draftsman 2 hrs. @ $1 )//hr. 22 Total charges at hourly rate $526 frev Pursuant to our proposal to perform these services at a cost not to exceed $425, we transmit our invoice in that amount. Very truly yours, BOYLE ENGINEERING DwighlC. Schroeder, C. E.8603 Im Enc. RECLaV�D �6i�L' rF�t3nctJ UENI, Public WorKs 1 CITY OF NEWPORT BEACH REQUEST FOR FUNS DATE JuLV 190 19967 TO: FINANCE DIRECTOR FROM: PUBLIC MoRRs DIRcCtoR SUBJECT: REQUEST FOR FUNS REQUEST FOR ADDITIONAL FUNDS, $ in-f1M_OO FUNDS ARE NOT AVAILABLE IN THE CURRENT BUDGET. ADDITIONAL APPROPRIATION TO ACCOUNT # „ of—aa6poW6 IS REQUESTED. ADDITIONAL FUNDS ARE NEEDED FOR: TO s000tT CONTRIBUTION BY ACRONUTRONIC FOR CONSTRUCTION IN CONNCCTiON NiTN CONTRACT 1"6. REQUEST FOR TRANSFER OF FUNDS TRANSFER FROM ACCOUNT # TO tI� FUNDS ARE AVAILABLE IN THE CURRENT BUDGET. TRANSFER OF FUNDS IS NEEDED FOR: APPROVED: CITY MANAGER INANCE DIRECTOR DEPARTM NT HEAD A � .01N;ERING ARCHIfEC.T.S • ENGINEERS 412 SOUTH LYON STREET • SANTA ANA, CALIFORNIA 92702 KIMBERLY 7 -4471 ADDRE55 REPLY TO P. O. BOX 170 July 18, 1967 Mr. A. S. Koch, Road Commissioner Orange County Road Department 400 West Eighth Street Santa Ana, California 92701 ` Attention Mr. Wendoll Hartman Newport Beach - Jamboree Road Gentlemen: AMFP Project Number 346 The city of Newport Beach has requested that our office furnish your department with two sets of completed plans and special provisions for the widening and improvement of Jamboree Mad from Ford Road to Palisades Rood, You are requested to review the enclosed plans and special provisions and inform the Director of Public Works of the city of Newport Beach of your approval of the plans as drawn or of changes desired. Very truly yours, BOYLE ENGINEERING v_ Dwigkt C. Schroeder, C. E.8603 im Encs. cc: Mr. Hunter T. Cook w;6ncls• �`'_ioyCn Cr i r �' .P.R 0 F E SS' `b Q-N A,1_ E N Q. I N E- E RAW G - :q. N D A R G H:.l T, E Q..T U R A, L. ,5 E -:R N .f ;C;,;E 5 _.. ORANG41COUNTY FLOOD CONTROL DPSTRICT P. o. sox tOM BANTA ANA, CALIFORNIA H. G. OSBORNE TELEPHONE: 834 -2300 400 WEST EIGHTH ST. CHIEF ENGINEER AREA CODE 714 SANTA ANA, CALIFORNIA, 92702 JUL 181967 Mr. Joseph T. Devlin Director of Public Works City of Newport Beach 3300 West Newport Boulevard Newport Beach, California Dear Sir: FILE No. F05.63 Enclosed for your files is a fully executed copy of Agreement No. MS67 -F05 -300 for cooperation in the construction of the additional Jamboree Road bridge over San Diego Creek Channel, When your engineers have completed the plans and specifications please submit them to this office for review and approval as required by the agreement. JWS /gp Enc1. 1 Very truly yours, TG. us borne, Chief Engineer RECEIVEC JUL 1 � -1967 PUBLIC W-Qi" 4.V Ware CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL IN1FOR�14ATION FROM: %�..e'nil� /tA� i.c� -� IN PERSON I FIRM: TEL.. ' .TELCON I / I ND_ INIT_ DATE P.W. DIRECTOR RECEIVED 1-1 GIVEN I 1 ASST.P.W. DIR. UTILITY SUPT. _ TRAFFIC ENGR, ASST. CITY ENGR. SUBDIV. ENGR, Iba q3 DESIGN EN R. 77 CO -OP. PROJ. ENGR. zi Z/ FIELD ENGR. Io 3 SECRETARY To: FIRM: TEL. SUBJECT:_ �,O�t /�.C.a.[ / / /ts•� FILE: DATE: %/"7 OUTLINE OF INFORMATION RECEIVED 1-1 GIVEN I 1 3� 9.7 Iba q3 77 1d a ?a zi Z/ yon ,� Io 3 ACTION REQUIRED PERSON RESPONSIBLE NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY "Cn IN No. BLOCK. G5� AY R4 S7 II 3 DATE DUE I. JAMBOREE ' P01-1 SCHEDULE OF WORK ITEMS 717 2.1 6,000 Concrete. curb and gutter L.F. 6 -inch C.F. with 2'0" gutter, complete in place for the unit price of 2.2 9,550 Concrete curb and gutter, Total L.F. 6-inch C.F. with 1'0" gutter, Unit Price Item Approx. Description with Lump Sum or in Fioures Arec+eat rSi /1'f.17e` No. __Quantity.__ Unit Prices Written in Words— DIrs__Cts. DIrs_ Cts. C.Y. 1, Lump Sum Clearing and grubbing, includ- 21,100. Borrow excavation, complete ing removal of undesirable in.place for the unit price of 5. 1,900 material, complete in place for C.Y. complete in place for the the lump sum price of Lump.Sum O 2.1 6,000 Concrete. curb and gutter L.F. 6 -inch C.F. with 2'0" gutter, complete in place for the unit price of 2.2 9,550 Concrete curb and gutter, L.F. 6-inch C.F. with 1'0" gutter, complete in place for the unit price of 3• 75,345 Roadway excavation, complete C.Y. in place for the unit price of 4. 21,100. Borrow excavation, complete C.Y. in.place for the unit price of 5. 1,900 Select top soil for median, C.Y. complete in place for the unit price of 6. 6,800 Imported aggregate base (Class Tons. B), complete in place for the unit price of 7. 6,130 Asphalt concrete, including Tons prime coat, tack coat and paint binder, complete in place for the unit price of 8. 2,900 Miscellaneous asphalt, placing S.Y. for the unit price of 9, _ 249,000 Slope planting, complete in S.F. place for the unit price of 10. 4 Settlement platforms, complete Each in place for the unit price of li. Lump Pervious sand blanket, complete Sum in place for the lump sum price of 12. 12 Each 12 60z is $ $ S- .� $ $�3 $ $ a. 03 5000 3 800 $ 20, Sao $ 5,800 $ Z,170 $ _ 40O $ DCVO Adjust manhole frame and cover to grade, complete in place for the unit price of $_ /U00 $_S 204 13. 12 Adjust rater valve covers to 0O $_ So — Lump Sum Lump Sum Lump Sum $ o. So _ f: Lump Sum Lump SUM $ $ /'5'0 Lump Sum Lump Sum $ So $ S, 330 $ 2640 $_ 220 $ (O2O $_1410 $ (l %O $ SOO price of Lump. 265 Sum $� Each grade, complete in place for the unit price of 14. Lump Relocate air. vents from 2 Sum vaults, complete in place for the lump sum price of 15. Lump Relocate t% -:o air -vac control Sum units, complete in place for the lump sun; price of 16. Lump Remove existing drainage Sum structures; complete for the lump sum price of 17. 900 1" x 6" redwood erosion pre-- L.F. venters, corr:plete in place for the unit price of 18.1 Lump Traffic Signal modifications Sum in intersection at Station 117 +38, complete in place for the lump sum price of 18,2 Lump Relocate traffic signal box Sum at Station 186 +30 +, complete in•place for the lump sum price of 18.3 4 Install traffic Signal pull Each boxes, complete in place for the unit price of 18.4 200 Install 2 -inch diameter rigid L.F," conduit for future traffic signals, complete in place for the unit price of 19. 470 12 -inch PVC conduit, complete L.F. in place for the unit price of 20. 2,500 3 -inch PCC pavement, complete S.F. in place for the unit price of 21. 580 PCC curb Type B -3, complete in L.F. place for the unit price of 22. Lump Drainage structures at Station Sum 96 +88, complete in place for the lump sum price of 23. Lump Fill existing 36 -inch CMP Sum drain as specified, for the lump sum price of 24. Lump Drainage structures at Sum Station 155 +75, complete in place for the lump sum 0O $_ So — Lump Sum Lump Sum Lump Sum $ o. So _ f: Lump Sum Lump SUM $ $ /'5'0 Lump Sum Lump Sum $ So $ S, 330 $ 2640 $_ 220 $ (O2O $_1410 $ (l %O $ SOO price of Lump. 265 Sum $� Page 'Three : • 25. Lump Drainage structures at Sum Station 164-180, complete in place for- the lump sum price of Lump Sum 26. 1107 18 -inch reinforced concrete L.F. pipe, 2000 -D, complete in place for the unit price of $ 12-00 27. Lump 18 -inch corrugated metal pipe Sun downdrain at Station 168 +96 to { 169 +17, complete in place for the lump sum price of Lump Sum 28. Lump Drainage structures at Station Sum 176,75, complete in place for . the lump sum price of Lump Sum $ 29. 412 h reinforced concrete e ' L.F. 1 pipe 1500 -D, complete in place pip 7 for the unit price of $ 00.— $ 30. Lump Drainage structures at Station Sum 180 +87 ,, complete in place for .. the lump sum price of Lump Sum $ /1JO 31. Lump Junction chamber Station Sum 184 +21 +, complete in place for the lump sum price of Lump Sum $ Soo 32. 155 21 -inch reinforced concrete L.F. pipe, complete in place for S the unit- price of $ /j70 i 33. Lump Junction chamber at Station Sum 185 +79, complete in place for the lump sum price of Lump Sum $ �.SQ 34. Lump Metal beam guard railing in- Sum eluding removal and reuse of s 'existing railing, complete in _ place for the lump sum price of Lump Sum ` $ 7SO 35• 3,600 Furnish Type I prestressed L.F. concrete piling for the unit price of �f $,4.0/ $ '34)jo 36, 64 Drive prestressed concrete Each piling for the unit price of $ �O9•Cl!% $ 2S�Ga✓ 37. lump Reinforced concrete bridge Sum•• structure including wing wells, barrier rails and railing for the lump sum price of Lump Sum $ 10 O O 38. Lump Restore water passageway at I Sum San Diego Creek for the lump 'LOtX� Sum price of lump Sun $' Fd 39. 145 L.F. 40. 600 Tons 15-inch corrugated metal pipe, complete in place for the unit price of Aggregate subbase, complete in place for the unit price Of $ 3,00 $ /app 7"x794 FSZ Ce v r47X- CGJ 7' �Ti1e � :E g gL.. S. i C On ri isy G iy LYi'J �. P, 10 —P fit+ 0 0 .o tj 1 ENGINEERING ARCHITECTS • ENGINEERS 412 SOUTH LYON STREET . SANTA ANA. CALIFORNIA 92702 KIMBERLY 7 -4471 ADDRESS REPLY TO P. O. BOX 178 To: City of Newport Beach 3300 Newport Boulevard Newport Beach, California 93301 Attention Mr. Hunter Cook Subject: Jamboree Road Improvement Ford Road to Palisades Road We are transmitting the following: No. I print Description Date: July 14, 1967 Office Ref: 51- 0050 -01 -00 RFrFr� €o PtJBt,C Cross - section, Sheets 1, 2, 8 through 14 Remarks: Cross - section Sheets 3 through 7 were given to Mr. Cook. The enclosed prints comprise the remainder of a complete set of the latest cross - sections, revised to show 2'0" gutter along west median curb from Ford Road to North Eastbluff Drive and incorporating certain recommendations of Geotechnical Consultants, Inc. BOYLE ENGINEERING sh Copies to: By n `Jxrv! i2 Don R. Rooke, C. E. 7174 A 1.. E N J s INVOICE Engineering Geology, Soil and Rock Engineering, Geohydrology GEGTECHkICA t NSULTAN7S,INC. 1128 West Glenoaks Boulevard Gle ale. California 91202 • (213) 245 -6931 L7- /0q� City of Newport Beach 3300 Newport Boulevard Newport Beach, California 1 r Geotechnical Review and Evaluation Improvement of Jamboree Road - Ford Road to Palisades Road, City of Newport Beach, Report dated July 6, 1967. Note: Actual charges amounted to $2404.68. TI- July 13, 1967 y'). P OPOER NO , .- OUR .JOB No. S -7050 INVOICE NO. 2500 . .. .._. ._...sue. COPY THIS IS A PROFESSIONAL SERVICE BILL AND IS DUE ON PRESENTATION $1800.00 7 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM 1 X -t m C IN PERSON I FIRM: CST TEL.. '..TELCON 1--I 40 N0„__ INIT. DATE P.W. DIRECTOR ASST.P.W. DIR. UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. 3SUBDIV. ENGR. DESIGN ENGR. CO -OP. PROJ. ENGR. FIELD ENGR. SECRETARY To: . FIRM: TEL. SUBJECT:_ _f {� � � FILE: 109(, .�./ DATE: OUTLINE OF INFORMATION RECEIVED I f'�61VEN 1 " �2oT6nR 2�n"aar Q l.J 0 \ l� O >•+ f r.. 5r w ii . L: C � 1 �T& Auv ' -fin r.. AIV.n�7L.z, 4• �ns > ��a r a¢me�G_ �2c —v— c �v�.T f C/Ariat� ACTION REQUIRED PERSON RESPONSIBLE NOTE: MAKE COPIES FOR ADDRESSEES INDICATED BY licit IN NO. BLOCK. DATE DUE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM. ®o /L IN PERSON I/ FIRM: TEL.. � �..TELCON I -I I Nf1J INIT-1 DATE P.W. DIRECTOR INFORMATION RECEIVED 1 1-1 GIVEN ASST.P.W. DIR. UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. SUBDIV. ENGR. ;DESIGN ENGR, CO -OP. PROJ. ENGR. _ FIELD ENGR. LJ'.4 Alf.i T TW�/s�J� CY /Jif iS ��i c>< A AR6 ✓T' .c .O Ct6 i =s'`/ .SECRETARY To• F 1 RM: bt,-.c a� TEL. SUBJECT:_ _c- NJ.Yi�62LLr�- FILE: zf DATE: OUTLINE OF I INFORMATION RECEIVED 1 1-1 GIVEN /TJNl9/J« LJ'.4 Alf.i T TW�/s�J� CY /Jif iS ��i c>< A AR6 ✓T' .c .O Ct6 i =s'`/ 69 7 L�:�.�ni7: <.0 e•'�� . .✓oaJ ST�rewf ' '7 b CsC� ACTION REQUIRED PERSON RESPONSIBLE DATE DUE NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY "C" IN No. BLOCK. 4 1 2 3 4 6 6 7 8 9 10 11 12 13 14 16 16 17 18 19 21 22 23 24 26 26 29 30 81 32 ...o-1. • DRAFT of said plane and specifications by DISTRICTS Chief Engineer CITY shall advertise same for bids, receive the bids, open same in public and if a satisfactory'bid is received award a contract for the construction all in accordance with applicable provisions of law. 2. During construction CITY shall provide a qualified resident engineer charged with the responsibility of obtaining compliance with the plans and specifi- cations on the part of the contractor. DISTRICT may also furnish a resident engineer for the same purpose, but in the event of disagreement between said resident engineers, the orders and opinions of.CITY'S resident engineer shall prevail. 3. CITY shall not issue any change orders for said construction without first having obtained the.concurrence of DISTRICTS Chief Engineer. 4. Upon completion of the construction CITY shall file a Notice of Completion and shall determine the cost of construction which, for the purpose of this agreement, is defined as the amount of money actually paid to the contractor for the construc- tion of the bridge, plus 15% thereof for CITY'S engineering, inspection, testing, general supervision and overhead. 54 DISTRICTS share of said coat of construction shall be determined by the following formula: DISTRTAT'S share . cost of construction x A -B A where.--.1 A ■ length of bridge actually constructed (estimated to be 3371) B m 80 -feet (length of bridge that would be required without widened channel) 6. Upon poncurrence of DISTRICT'S Chief Engineer in the determination of DISTRICT'S share, DISTRICT shall upon demand of CITY pay promptly to CITY DISTRICT'S share, but CITY shall not make such demand prior to December 1, 1967. 7. CITY, by execution of this agreement, grants to DISTRICT irrevocable permission to construct, reconstruct, operate and maintain channelization of San Diego Creek through said bridge within CITY'S existing and future easements for Jamboree Road. Prior to construction of further highway improvements or installation of utili- ties within said easements within 200 -feet of the bridge midspan, CITY shall obtain or require DISTRICT'S Chief Engineer's approval of the plane for said improvements or utility work. Said approval shall be withheld only if construction would interfer - 2 - ....' •ci �"�..•_ ice. _ 3 4 sFY 8 9 10 11 12 13 14 16 16 17I 181 19 2Q S ;I gig_ 2� 26 27 28 29 30 31 32 rnm $ DRAFT xisting or proposed channel improvements or channel maintenance. If DISTRICT'S ; 1,4 Engineer does not disapprove the plans within 15 days after submission o£ plans to him, such failure 0 disapprove may be deemed as an approval. 8. Upon completion of the work the responsibility for maintenance of the bridge shall be CITY'S. 9. It is estimated that'DISTRICT'S share of the cost of construction is $150,000 an amount being included in DISTRICT'S 1967 -68 budget. Upon approval of this agreement the Auditor - Controller of the County of Orange is authorized to encum- ber said amount in the 1967 -68 budget. If CITY has not awarded said contract by April 1, 1968 this agreement shall become null and void. IN WITNESS WHEREOF, the parties hereto have executed this agreement the,.day and year first above written. ORANGE COUNTY FLOOD CONTROL DISTRICT Date: By: Chairman of its Board of Supervi ors ATTEST: W. E. ST JOHN, County Clerk and ex -offi- cio Clerk of the Board of Supervisors of the Orange County Flood Control Dis- trict DATE By: APPROVED AS TO FORM: ADRIAN KUYPER, COUNTY COUNSEL...:;, COUNTY OF ORANGE, CALIFORNIA By: Deputy Date: Date: RECOMMENDED FOR APPROVAL: H. G. Osborne, Chief Engineer -3- CITY OF NEWPORT BEACH By: Mayor ATTEST: City Clerk APP RO Y'[D AS T4 PG NA Dated: M .Z91 147 CITY TT I= ..... .. k116.6 By... 0 I 2 3, 4 bi 61 8 9 10 11 12 13 14 16 16 17 18 19 20 �1 24 2¢ 26 27 28 29 30 31 32 ralwo. 0 . DRAFT with existing or proposed channel improvements or channel maintenance. If DISTRICT'S Chief Engineer does not disapprove the plans within 15 days after submission of plans to him, such failure to disapprove nay be deemed as an approval. 8. Upon completion of the work the responsibility for maintenance of the bridge shall be CITY'S. 9. It is estimated that DISTRICT'S share of the cost of construction is $150,000 an amount being included in DISTRICT'S 1967 -68 budget. upon approval of this agreement the Auditor - Controller of the County of Orange is authorized to eucum ber said amount in the 1967 -68 budget. If CITY has not awarded said contract by April 1, 1968 this agreement shall become null and void. IN WITNESS WHEREOF, the parties hereto have executed this agreement the,.day and year first above written. ORANGE COUNTY FLOOD CONTROL DISTRIC4T Date• By: Chairman of its Board of Supervisors: DATE: APPROVED AS TO FORM: ADRIAN KUYPER, 6OUNTY COUNSEL COUNTY OF ORANGE, CALIFORNIA. By: Deputy Date: Date: RECOMMENDED FOR APPROVAL: ATTEST: W. E. ST JOHN, County Clerk and ex -offi- cio Clerk of the Board of Supervisors of the Orange County Flood Control Dia- trict By: CITY OF NEWPORT BEACH By: Mayor 4 ATTEST: City Clerk I H. G. Osborne, Chief Engineer APPROVED AS TO FUMM Dated: CITY HEY 9y 3 ...1. u CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM:_�4.,�No-w�uLrr r--- IN PERSON I I FIRM: 'KLo art r(1�9�TCL.. '...TELCON I=;I To- � OED, e FIRM: TE L. I NO =f 11WIT1 DATE P.W. DIRECTOR ASST.P.W. DIR. t UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. iSUBDIV. ENGR. :DESIGN ENGR. CO -OP. PROJ. ENGR. FIELD ENGR. SECRETARY SUBJECT:_ Atr� FILE: C,— /pq(r DATE: OUTLINE OF INFORMATION RECEIVED 1 —1 RIVEN 1-1 if) IC (--')SCy- Anrr> i��o•� ACTION REQUIRED PERSON RESPONSIBLE NOTE: MAKE COPIES FOR ADDRESSEES INDICATED BY "C" IN NO. BLOCK. DATE DUE F.. a m pq JULY 111 1967 A. S. KGCH ORANGE COUNTY ROAD DEPARTMENT 1100 WEST 8TH STREET SANTA ANA, CALIrORN$A ATTCHT14MI MR4 WENDELL HAMAN SUSJCCTI AMPP PROJtCT 3" - IMPS011EMENT or JAMOGREt ROAD raom FORD ROAD TO PALISADES ROAD DEAR SIRt ENCLOSED rOR YOUR INFORMATION IS A COPT W QEOTECNNNCAL Ca►• SULTANTSS, INC. RE►DRT DATED JULY 6, 1967 ON reumATION CONDITIONS IN THE AREA Or PRfldtCT 346. THC REPORT WAS REQUESTED SY THE CITY 44 A SUPPLEMENTAL A►PRAIMAL Or THE SOIL CONDITIONS IN THE Irma. ARIA HEAR THE SAN DIEGO CREEK CROSSING. THE CITY IS ►11000EDIMG WITH rINAL DESIGN Or THE PROUECT AND THE rOLLOUING ITEMS WILL DE INCORPORATEDS A. A SAID SLAMKET WILL DE PROVIDED KMCATH ALL EMBANK - NEWTS FROM APPROXIMATELY STATION 163 TO STATION 17T4. 8. ALL EHGAMKMENTS ON THE COMPRESSISLE CLAYS WILL BE PLACED UM CM CONTROLLED CONDITIONS AT A BASIC RATE SIMILAR TO THAT USED FOR THE CONSTRUCTION Or THE WESTERLY ONE - HALr Or THE ROADWAY. C. SETTLEMENT PLAT►ORMS AND PIETONCYCOR WILL Bt INSTALLED TO AID THE CONTROL Or THE ►ILL AND IN TIE ANALYSIS Or Or THE IN -SITU CONSOLIDATION Or TIE SOILS. THIS MrORNATION MAY PROVE HELPrUL IN THE DESIGN Or rUTURE IMPROVEMENTS IN THE APRA. D. PILE TIPS WILL DE PLACED AT ELEVATION -35 AS THE COUNTY SOILS REPORT RECOMMENDED. IN VIEW Or THE WEALTH Or DATA REGARDING Pitt ACTION IN THIS AREAS, IT APPEARS THAT THE PILL TEST PROBABLY IS HOT ESSENTIAL. MR, LA BELLE Or YOUR STArr WAS HOTIr1E0 VNEN THE CONSULTANT WAS RETAINED. THE PRELIMINARY CONCLUSIONS Or THE REPORT HAVE SEEN DISCUSSED VITH MIN. AS VITH ANY ENOINEEREb WORK T 'ARE MANY DIrrERENT APPROACHES TO THE SOLUTION Or THE 6LEMS INVOLVED. IT IS OUR OPINION THAT THE ITEMS LISTED WILL RESULT IN THE BEST OVERALL BALANCE IN THE riml$*CD'PROJECT. Tire rINAL PLANS AND SPEQ*ICATIONS WILL BE SUBMITTES ►OR YOUR REVIEW IN THE VERY NEAR rUTURE. Ir YOU HAVE AMY QUESTIONS OR CSIMENTS REOAROINS THIS PROJECTS PLEASE 00 NOT HESITATE TO BALL US. VERY TRULY YDURS, JOSEPH T. DEVLIN PUBLIC WORKS DIRECTOR JTD /FTC /LDG Enc. CCi MR. FRANK LA BELLE W /EMC. BOYLE ENQINEERINO W /EI -. of U NTV O F G E ROAD DEPARTMENT ENGINEERING BUILDING 400 WEST 8TH STREET SANTA ANA. CALIFORNIA 92701 June 2o, 1967 Mr. Joseph T. Devlin Director of Public Works City of Newport Beach City HAU 1900 W. Newport Blvd. Newport Beach, California. Dear Sir: TELEPHONE: 834 -3458 AREA CODE 714 Attached is the MAtprlmis Report for Jamboree Road between Ford Road and Palisades Road (9.H.F.P. #346). It is honed this information will fulfill your needs. RRV:FFT, :bt attach. Very truly yours, A. S. KOCH Road Commissioner And County Surveyor fit Division FnRineer-- OnerAtions A. S. KOCH ROAD COMMISSIONER AND COUNTY SURVEYOR L. MCCONVILLE R. V. WISE ASST. ROAD COMMISSIONER DEPUTY COUNTY SURVEYOR AND SURVEYOR R. B. VAILE W. L. ZAUN DIVISION ENGINEER - OPERATIONS REFUSE DISPOSAL ENGINEER M. I. STORM DONIS BARRETT DIVISION ENGINEER - ENGINEERING BUSINESS MANAGER ROAD DEPARTMENT ENGINEERING BUILDING 400 WEST 8TH STREET SANTA ANA. CALIFORNIA 92701 June 2o, 1967 Mr. Joseph T. Devlin Director of Public Works City of Newport Beach City HAU 1900 W. Newport Blvd. Newport Beach, California. Dear Sir: TELEPHONE: 834 -3458 AREA CODE 714 Attached is the MAtprlmis Report for Jamboree Road between Ford Road and Palisades Road (9.H.F.P. #346). It is honed this information will fulfill your needs. RRV:FFT, :bt attach. Very truly yours, A. S. KOCH Road Commissioner And County Surveyor fit Division FnRineer-- OnerAtions t dh If,? - /CX'Y • A. S. KOCH ROAD COMMISSIONER AND COUNTY SURVEYOR O r ASST L. MCCONVILLE R. V. WISE T. ROAD COMMISSIONER DEPUTY COUNTY SURVEYOR AND SURVEYOR R. B. VAILE W. L. ZAUN DIVISION ENGINEER -OPERATIONS REFUSE DISPOSAL ENGINEER GEM. I. STORM DONIS BARRETT DIVISION ENGINEER - ENGINEERING ADMINISTRATIVE SERVICES OFFICER TELEPHONE: 834 -3458 AREA CODE 714 ROAD DEPARTMENT R E C E I V ED ENGINEERING BUILDING 400 WEST 8TH STREET SANTA ANA, CALIFORNIA 92701 July 6, 1967 Mr. Joseph T. Devlin Director of Public Works City of Newport Beach 3300 West Newport Boulevard Newport Beach, California Dear Mr. Devlin: JUL 71967 PUBLIC WORKS DEPT. Re: AHFP #346 Jamboree Rd., btw. Ford Road and Palisades Transmitted herewith are two (2) certified copies of the Board of Supervisors Resolution No. 67 -674 approving the extension of funds for thesubject project to July 31, 1967. MS:WLH:mr Atts.2 Very truly yours, A. S . ROCH Road Commissioner & County Surveyor AMAO;4 By M. STORM Division Engineer - Engineering i 1 2 3'. 4 5 e 7 S 9 10 11 13 II 14 :i 16 z NB 3r 18 0 $° 17 I 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 I KW: rs RESOLUTION OF THE BOARD OF SUPERVISORS OF ORANGE COUNTY, CALIFORNIA June 27, 1967 On motion of Supervisor Allen, duly seconded and carried, the following Resolution was adopted: BE IT RESOLVED AND ORDERED, that as recommended by the Road Commissioner of the County of Orange by letter dated June 21, 1967 to this Board, the funds heretofore allocated in the 1966 -67 Fiscal Year for the Arterial Highway Financing Program Project No. 346, Jamboree Road, between Ford Road and Palisades Road in the City of Newport Beach, be extended to July 31, 1967. AYES: SUPERVISORS ALTON E. ALLEN, C.M. FEATHERLY, WILLIAM J. PHILLIPS, AND WM. HIRSTEIN NOES: SUPERVISORS NONE ABSENT: SUPERVISORS DAVID L. BAKER STATE OF CALIFORNIA ) J COUNTY OF ORANGE ) ss. Is 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 27th day of Jame , 196L, and passed by a unanimous vote of said Board members present. IN WITNESS WHEREOF, I have hereunto set my hand and seal this 27th day of June , 196_,. Resolution No. 67 -674 Authorize Time Extension of Project Funds - Jamboree Road. W. E. ST JOHN County Clerk and ex- officio Clerk of the Board of Supervisors of Orange County, California By Z/ put Engineering Geology, Soil and Rock Engineering, Geohydrology G %C GEOTECHNICAL CONSULTANTS, INC. I 1 Main Office: 1128 West Glenoaks Boulevard, Glendale, California 91202 Phone (213) 245 -6931 1905 East 17th Street, Suite 208, Santa Ana, California 92701 Phone (714) 547 -5413 TRANSMITTAL City of Newport Beach 3300 Newport Boulevard Newport Beach, California ATTENTION: Mr. Hunter Cook SUBJECT: WE ARE SENDING THE FOLLOWING: REMARKS: COPIES TO: DATE July 6, 1967 OURJOB 57050 Six (6) copies of our "Geotechnical Review and Evaluation - Improvement of Jamboree Road, Ford Road to Palisades Road, City of Newport Beach, for the City of Newport Beach ", dated July 6, 1967 Boyle Engineering (1) GEOTECHNICAL CONSULTANTS, INC. John J. McCormick Dennis A. Evans j: E f• � j I' -vow PUBLIC UBLiC ENGINEERING (10" 6rrnihb ARCHITECTS • ENGINEERS 412 SOUTH LYON STREET • SANTA ANA, CALIFORNIA 92702 KIMBERLY 7 -4471 ADDRESS REPLY TO P. O. BOX 178 To: City of Newport Beach Date: July 8, 1967 Public Works Department 3300 Newport Boulevard Newport Beach, California 92660 Office Ref: 51- 0050 -01 -00 Attention Mr. Hunter T. Cook Subject: Jamboree Road Improvement Ford Road to Palisades Road We are transmitting the following: No. Description Xerox copy of revised sheets of special provisions Remarks: Enclosure contains revised sections of specifications to incorporate recommendations of Geotechnical Consultants, Inc., and other instructions received from the city. Quantities of embankment and imported sand borrow are preliminary and subject to minor revision after plans are revised and quantities recomputed. BOYLE ENGINEERING sh n � y-1 Copies to: By Don R. Rooke, C. E. 7174 JULY 5$ 196T GEOTECHNICAL CONSULTANTS$ INC. 1905 E. iTTM STREET SUITE 208 SANTA ANA$ CALI►ORMIA ATTENTION: DENNIS EVANS SUDJECT: CONTRACT ►OR ENBINEERINO SERVICEs RELATIVE TO THE IMPROVEMENT or JAMBOREE ROAD SEMEN FORD ROAD AND PALISADES DRIVE GENTLEMEN: ATTACHED IS AN EXECUTED COPT Or THE SUD ACT CONTRACT i0R YOUR ►ILEs. VERY TRULY YOURS$ HUNTER T. COOK PROiK CT ENGINEER HTC /LDQ CCI CITY CLERK ENt. I e THS, 3 5 6 7 8 9 10 141 17 191 20 21 22 .23 24 25 26 27 28 29 30 31 32 m 7 (7) HUME (Improvement of Jamboree AwA �kgSeeu &EA &W and b1toft &W) THIS AGXWM is made and entered into by and between the "ITT OF NEWPORT BEACH, hereinafter referred to at "City", an �OTECMICAL CONSULTANTS, 30,4z, hereinafter referred to an WI_ I; R M! -1 City is engaged in a public works project involving the widening and improvement of Jamboree Road fimm Ford Ro", to Palisades Road. In connection with said project City in in need of curtain engineering ipervioes which Engineer has offered to 2OW9 THERLME, the parties agree as follows.- 1. $Cove of Work Engineer agrees to perform the following services.- (a) Review and evaluate (1) existing technical reports prepared in connection with the facilities, (2) field measurements and data obtained during the construction performed to date, and..(3) available published literature regarding the area involved. (b) Powform, as necessary, a limited a0mmt of supplemental subsurface exploration, laboratory tatting and engineering analysis, (0) Assimilate all available data for the purpose Of Providing City with specific conclusions and recommen". tz ious resardina both the relative stability and acceptabili of the work performed to date, and procedures to be consid- ered during completion of the project, including a detailed evaluation of the existing foundation reports prepared by the engineering firm of Porter, O'Brien 6 Armstrong and the 1 2 3 4 t'. 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 -23 24 25 26 27 28 29 30 31 32 0 Owmsy of Orange Road Uspartment Materials Laboratory; analy" the field measurements and data (e.g., piezomter # ad settleamt platform data) for correlation with antiai- gated and theoretical conditions; and drill ona hole in the existing embankamt,to verify the soil stnmgths which Porter, O*$risn & Armstr bg indicated would •e necessary for stability. 2. Additional b1h x if, after completion of the services described in para- graph 1, the Public 'irks Director of City determines that addi tipual work will be necessary to provide the City with a meaning- ful, responsive evalnatton of existing conditions and tbaix effect on the proposed 1xVvioveseata, 8ngiaeer agrees to PWP= the following additional services upon written authorization by the Public t+Aorks Directors (a) Additional laboratory testing on mgles from the one hole drilled to determine the sensitivity of the foundation clays (sensitivity is an indicator of soil response to dynamic load). (b) Drilling two additional holes, ampling and laboratory testing to determine the affect of additional loading on the stability of the existing and proposed embankment. (o) Laboratory testing to determine the critical properties of the foundation soils, if there is no conti- nuity to the existing data. (d) Laboratory and field testing to determine the ground motion spectrum of the site and the affect of dynamic loading on embankment stability. 3. Cost of Work City agrees to pay Engineer the actual cost of its services computed on the basis of the following fee schedules 2. i 2 ConsulCat Qanouwlt,t 3 lomptic 4 5 6 7 9 10 ` 11 12 13 14I 15 !; 16 17 28 19 20 a 22 23 24 25 26 27 28 29 30 31 32 'Field Control Analyses and a Laboratory To* Draft Clarical *I of the firs) cf the firm) supervision) ling supervision) including supervision) $20.00 /man 17 50/=m 14.00 /man 10.501MM 15.00 /mm 10.00 /man 9,50 /man 7.50 /a+sa Other 2 ConsulCat Qanouwlt,t 3 lomptic 4 5 6 7 9 10 ` 11 12 13 14I 15 !; 16 17 28 19 20 a 22 23 24 25 26 27 28 29 30 31 32 'Field Control Analyses and a Laboratory To* Draft Clarical *I of the firs) cf the firm) supervision) ling supervision) including supervision) $20.00 /man 17 50/=m 14.00 /man 10.501MM 15.00 /mm 10.00 /man 9,50 /man 7.50 /a+sa sern:laes described in pa:.agraph 2 shall not exceed $1,900. Said amousic small be payable upon the receipt by the City of Sugi- near's itemized statement within 30 days after completion of said services to the satisfa.;Llou of Cue Public 'Works Director. 4. , Reproductioe► 9096 City agrees, to reimburse Lngiueer for the actual cost of reproducing drawirs�;s AM4 other documents requested by City. 5. low silo City reservv,; the eight tc tentinate this contract at any tixee by givi.% Enbineer timers (3) days' prier written notice, either by personal sairiee or by placiug sai. notice in the united States mails, postage. - prepaid, addretsed to any of Engineer s Wsinsss offices. In am event that City shall terminate this contract, it shall reimburse Engineer for the actual work dons up to tize date of termination on the "oasis of the fee schedule set Torch herein, 6. Amen+imsnC rais contract may be axiended or modified only by vri Other Drilli , tractorploration and other outside services, Yf billed to and pa.d by Engineer :.. Cost + 107E _ Drilling, tractor w0loration and other outside services, if billed to and ppaid by City so Cha�ff� Laboratory Equipment Chars" $ 1.00 /FWar 12- Channel aefractiou Ssisinograph 12.50 /hour 3- Chasmal Vibration Seiimftraph 6.25 1Dour Mileage 0.12 1mile Out a packet expens#s At Cost The maximtm fe! fox the services described in paragraph 1 shall not a =oed $1,800, and she maxim= ies for the additional sern:laes described in pa:.agraph 2 shall not exceed $1,900. Said amousic small be payable upon the receipt by the City of Sugi- near's itemized statement within 30 days after completion of said services to the satisfa.;Llou of Cue Public 'Works Director. 4. , Reproductioe► 9096 City agrees, to reimburse Lngiueer for the actual cost of reproducing drawirs�;s AM4 other documents requested by City. 5. low silo City reservv,; the eight tc tentinate this contract at any tixee by givi.% Enbineer timers (3) days' prier written notice, either by personal sairiee or by placiug sai. notice in the united States mails, postage. - prepaid, addretsed to any of Engineer s Wsinsss offices. In am event that City shall terminate this contract, it shall reimburse Engineer for the actual work dons up to tize date of termination on the "oasis of the fee schedule set Torch herein, 6. Amen+imsnC rais contract may be axiended or modified only by vri l - 2 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 is zeemsnts signed by both es and failure on tho part of either party to enforce any provision of this contract shall not be comstruad as a waiver of the right to compel enforcement of such provision or provisions. 7. Hold Harmless i&LALiment Engineer shall lademnify and save harmless the City, and Its officers and employees, from all dada$* and liability arising five any errors, omissions, or negligence in 'snginaer's performance of this contract or from the eagino"iug work.and services herein provided. IN WITSM WIREOF, the parties hereto have executed this contract this day of Jwns. -1967. CITY OF r. t,' .a; APPROUD AS TO FORM3 By riv- '1 GEOTE LAICAL COESMIANTS, INC, B y [' its Attest: its zmmmn (Execution of this agreement by the City Manager authorized by Resolution No. 6421 adopted August B. 1966.) 4. c�a JULY 3r 1967 ORANGE 8TH FLOOD CONTROL DISTRICT 400 W. 8TH STREET SANTA ANAL CALIFORNIA ATTENTION: H. G. OSBORNE SUDWECT: COOPERATIVE AGREEMENT FDR THE CONSTRUCTION OF THE SECOND JAMBOREE ROAD BRIDGE OVER SAN DIEGO CREEK. DEAR SIRI ATTACHED FOR ACTION BY THE BOARD OF SUPERVISORS ARE FIVE COPIES OF THE SUBJECT AGREEMENT WHICH HAVE SEEN EXECUTED DY THE CITY. WHE4 PROCESSING IS COMPLETES PLEASE RETURN ONE FULLY EXECUTED COPY TO THIS OFFICE. VERY TRULY YOURS HUNTER T. COOK PROJECT ENDINEER HTC /LDG ATT. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CORD OF ORAL INFORMATION FROM: I f" IN PERSON I FIRM: .�a71oi:Aif� TEL•. ".'.TELCOM 1-1 i I 1 NO.. INIT. DATE P.W. DIRECTOR i ASST.P.W. DIR. UTILITY SUPT. TRAFFIC ENGR, ASST. CITY ENGR. ENGR SUBDIV. . DESIGN E R. CO -OP. PROJ. ENGR. FIELD ENGR. SECRETARY To._ C(per)&C FIRM: TEL. SUBJECT: �t1tUr� _ .. PA1l.�� ro FILE: DATE: %' 3 OUTLINE OF INFORMATION RECEIVED 1-:7-GIVEN 1-1 C47 u �A ti c r 4 26 5,/3 J 2J f�CL��Gc� SQo�� � ��.� Ct�asL�soilf � bil/ ACTION REQUIRED Z7 'r 0 S� C9 -- � p�� PERSON RESPONSIBLE NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY "C" IN N0. BLOCK. DATE DUE JUNE 26, 1967 TO: CITY COUNCIL FROM: PUBLIC WORKS DEPARTMENT SUBJECT: COOPERATIVE AGREEMENT WITH THE ORANGE COUNTY FLOOD CONTROL DISTRICT FOR THE CONSTRUCTION OF A SECOND BRIDGE ON JAMBOREE ROAD OVER SAN DIEGO CREEK RECOMMENDATIONS: ADOPT A RESOLUTION AUTHORIZING THE MAYOR AND THE CITY CLERK TO EXECUTE A COOPERATIVE FINANCING AGREEMENT WITH THE FLOOD CONTROL DISTRICT FOR THE SECOND BRIDGE. DISCUSSION: THE BRIDGE WILL BE CONSTRUCTED AS PART OF CONTRACT 1096 FOR THE IMPROVEMENT OF JAMBOREE ROAD FROM FORD ROAD TO PALISADES ROAD, THIS CONTRACT WILL COMPLETE THE WIDENING OF JAMBOREE ROAD TO FOUR LANES — DIVIDED FROM COAST HIGHWAY TO PALISADES ROAD. THE DESIGN OF THE BRIDGE, WHICH WILL BE SIMILAR IN APPEARANCE TO THE FIRST BRIDGE, IS COMPLETE. IT WILL BE CONSTRUCTED AS A CONTINUOUS SPAN REINFORCED CONCRETE BRIDGE TO BE CAST IN PLACE RATHER THAN THE PRE —CAST DESIGN OF THE FIRST BRIDGE. O� THE ESTIMATED COST OF THE BRIDGE WILL BE $186,000.00. OF THIS AMOUNT $146,000.00 WOULD BE BORNE BY THE FLOOD CONTROL DISTRICT. THE DISTRICT WOULD FUND AN ADDITIONAL 15% TO COVER THE DISTRICT'S SHARE OF ENGINEERING, TESTING, INSPECTION, ADMINISTRATION AND OVERHEAD EXPENSES. THE REMAINING COST OF THE BRIDGE WILL BE SPLIT BETWEEN THE CITY AND THE ARTERIAL HIGHWAY FINANCING PROGRAM. THIS PROJECT IS INCLUDED IN THE FISCAL YEAR 196 -68 BUDGET. CONSTRUCTION IS SCHEDULED TO BEGIN IN LATE FALL. PH T. EVLIN IC WO K DIRECTOR LDE A fir, ��Wf k�V c� d CY qy, CVVYW\iY i DATE JUN L 6 "" C 1TY EMI NEWPORT BEACH E. ATXNW "tf� ' Jung 13;, 1967 Tot City Clerk From: City Attorney'' Subject. foreconstructionrofgthe sectondlJJaamboree District Transmitted are the original and four copies of the subject agree- ment by which the.City and the Flood Control District agree to cooperate in and share the cost of the construction of the second i Jamboree Road bridges together with a copy of a letter dated Jute 8s 19679 from the District to the Director of Public Works j relating thereto:. The attached resolutions if adopted by the City Contecils will aap�pprove said agreement and authorize its omcution on behalf of ;he City. The Public Works Director requested preparation of the resolution for consideration by the Council at their meeting on June 269 1967. TBStmsc Atts. Tully R, Seymour City Attorney cc - City Manager Public Works Director ✓ (Attention: Hunter T. Cook) I, T 6/Z576"7 (U) 9 �. j 2 " A. Reswanm Of Tit CITY COMIL Or TIT CITY or MMWMT shat AMMIZIM TIM I=WaW OF AM 3 hliiT6tICT OWMM COMM M OW A SWAM JAMMOU 4 sa at= 5 6 vamse ties city of NoSSport Beach A" the Or+ams comay 71 rlosd C4Ktrarl taistriat bw m Wmotofera cooWatsd is the soostrn¢- s tiaa ad. S two-Low *rifts for JaADres sari. cse"Us the sm 9 bus* Ctrook now tree VppiW says and too City 2atsaft to aonStrooct 10 aamothsr two-Low twido40s s+nt tbovato fmt tM pt se of N*409 11 Jamberss shad a four =laas hi.$bW; and 12 tomt it is ooatigtlly &*rmt&jjmm for tbo 'i'W sad the 13 Bloat Cowl "Strist is earWats is the 00"trustisn of tba 14 sacoeod JOWWWss RD" brifs; a" 15 WW". tbaro Ww bow proomts4 to the City Catmil sm 16 asrso mt botrssa the City ow tiffs Ustrict proviadteW for the comp 17 Strnctioa of said bridges with the cost drA►mot to b sbarsd by 18 tba parties is the magm r Sad em tb croft, aaw 19 iian"s the city Council Us cawider" tbo tars Sad 20 " taw of Said &VMM "Ut Sad fogod thsoo to be resSOaable M4 21itabla; 22 . . is IT Usawn that Said somw at is '23 apprrovad aood the M yor sad City Claris on bM&I &Uthorisod sad 24 diroatsd to stossnts tbn Same on bsWf of tbo City of ya o sVt 25 14om%. 26 ADWM this ,._ day of 27 28 y 29 30 31 Sy 32 I JUSTIN M. KENNEDY orvlslory mnn ACeA SOUTHERN COUNTIES gGIS COMPANY ORANGE OOUNTY DIVISION June 28, 1967 Mr. Donald R. Rooks Boyle Engineering Post Office Box 178 Santa Ana, California 97702 Dear Mr. Rocket P.O. 00X 1219 • SANTA ANA, CALIF. 92702 RECFIVEb JUN 291961 'UBLIC WORKS DEPT. Thank you for the latest plane for Jamboree Road in Newport Beach. We have reviewed these plane and confirmed that the gas ser- vice to the Aeronutronic Plant must be lowered. Planning for this work is underway now. We anticipate that our work in this area will be completed before street construction starts. The work we propose to do north of East Bluff Drive must, of course, be coordinated with the contractor after his work begins. Our current plan is to install our new 12" main in the new roadway some time after the fill is in place, as you suggested. In regard to the bridge crossing, we propose to install our main on the inside of the new bridge in a location somewhat similar to the water main on the existing bridge. We suggest that we install our support anchors after the bridge is poured to insure proper placement. Our drawings are not completed. However. I will send copies to you when they are available. Please let me know if you have any questions or need more information. Sinclrely, .�- Harold Weaver Distribution Supervisor CC. Mr. Hunter T. Cook, City of Newport Beach To: • ENGINEERING ARCHITECTS • ENGINEERS 412 SOUTH LYON STREET • SANTA ANA, CALIFORNIA 92702 . KIMBERLY 7 -4471 ADDRESS REPLY TO P. O. BOX 178 City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 Attention Mr. Hunter T. Cook Subject: ,Jamboree Road Improvement Ford Road to Palisades Road We are transmitting the following: No. Description Date: June 28, 1967 Office Ref: 51- 0050 -01 -00 RECEIVED J... 1 2 " I9�7 PUBLIC v,UA6 DER 2 Prints of Drawing R- 5085 -5, Sheet 25. Remarks: Enclosure is furnished for review and approval by city. Protection of metal underground conduits is provided 6j the wording of Note 22 on Sheet 25. BOYLE ENGINEERING pp Copies to: By Don R. Rooke, C. E. 7174 CITY OF NEWPORT BEACH Date wo ofl, 1 go_ NO. To: CITY ATTO1pEr FROM: Pwstls Wofto DgpA"KMT SUBJECT: witv AommenT wiTN TM[ mviME COIMAMY FOR swROamw OT J" MEC ROAD FRAM FORD ROAD TO PALISADLS C•1096 ATTA=D Is A noWs MATT N TK SumaCT NMKNLM► waien NA1 KRM M F00 A Domm R "w9meNT IM TK /MTION o► JAMMZ Re" uTw ell coon Nlow o ANM fob **a. PUAK ►M[iAK A MU" MA►T AMUMCKT "M •WNITTINS TO TK IsvIM[ CLAMANT• timcm Coos PosacT BNsIMLLs Me /Les ATTASIaNT 6 • CITY OF NEWPORT BEACH an le mms DEPARTMENT Date AM 27, 1961 NO. To: CITY N Xj= FROM: Punic MMR1 ONMATKN► SUBJECT; taNTRACT fOR EM31M[E1ti113 JtRtlIQ3 RE LAr1VE To M 11lR0V©ENT W JUNREE ROAD KTW M rORD ROAD AND PALISAOEM DRIVE TNt AT ewe o1111NAt AM TM1 C1FIt1 er TNL oNO.C40r AMUM94T WAK NCO C CCWCD w TIC EM01119911. PuAU guourt TIC AMt m" 1N otfou 1F Tf1E CITY Aft 119/40111 ALL 4011191 TO TNi1 1FFICt MO 0#110"111100. Munk[! CNN Poomev EfMINEt0 MCf fo1 ATTACIM11ro G' /O1�r ENGINE E RI N G �an6c�litin� �rtgePhb ARCHITECTS • ENGINEERS 412 SOUTH LYON STREET • SANTA ANA. CALIFORNIA 92702 KIMBERLY 7 -4471 ADDRESS REPLY TO P. O. BOX ITB To: City of Newport Beach Date: June 19, 1967 3300 Newport Boulevard Newport Beach, California 92660 Office Ref: 51- 0050 -01 -00 Attention Mr. Hunter T. Cook Subject: Jamboree Road Improvement Ford Road to Palisades Road We are transmitting the following: No. Copies Description 1 Cost Estimate of Improvements to be financed by Ford Remarks: Per your request. sh Copies to: BOYLE — ENGINEERING J�n By � Gf Don R. Rooke, C. E. 7174 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD DATE JYIE 91- 191SI T0: AERONUTRONIC DIVISION OF PHILCO CORP. FORD ROAD NEWPORT BCACHS CALIFORNIA ATTENTION: NR. R. HADDON SUBJECT: JAMBOREE ROAD IMPROVEMENT WE ARE TRANSMITTING THE FOLLOWING: NO. COPIES DESCRIPTION I EACH \ Ls CM DRAWING R•5*-Sp SNTS 5,6,7 & 25 �i a OF 26 (PRELIMINARY) COST ESTIMATE OF AEROWJTROMIC FUNDED CONSTRUCTION REMARKS: THE ATTACHED PRELIMINARY DRAWINGS ARE FORWARDED FOR YOUR REVIEW AND APPROVAL. THEY HAVE BEEN MARKED IN RCD TO SNOW THE WORK TO BE FUNDED BY ACRONUTROMiC. A DETAILED BREAKDOWN OF THE COST IS ALSO AFTACNLD. IT SHOULD BE NOTED THAT WHEN THE COST OF EN- GINEERING 13 ADDS® TO THE COST OF CONSTRUCTIONS THE NET TOTAL 13 LESS THAN THE MAXI- MUM ESTABLISHED BY TOUR OFFICE IN PRIOR CONVERSATIONS. IF YOU NAVE ANY QUESTIONS REGARDING THE ESTIMATE OR THE DE31GM# PLEASE FEEL FREE TO ,APL NE TO: BY: HURTER T. COOK PROJECT ENGINEER BOYLE ENGINEERING Bakersfield / San Du na pe Sanwa A Vaawn SUBJECT_.... 1-46' 5�d_:y.. -.. SHEET NO. CHKb. BY.. -__ BATE- ._........_____. �:(Z..CZST._......,F_.Ci�'Q_ /�L 9,iT FyJ /_.__._ JOB (j7/ ?!! 171 ! /orfSZ/v //6f7`l _° 722;_X/2 43._3z 17- //4 d /� -- I t23fg7 f� /ZY�6r : = //4 to iZl d 0 9¢ Xly ' q ' f} u I I I i I ; /1•kY t- f 1.,37 �- I ;- /?fC' co.vrc '�CAw_ri%x_ /bo _%9V SF r_! �.._Ltr ! !/X,� //1x23 /j% if L ,- f f1�3 JG,Z2?f__sr /� ; =r1 T� `� cf xZ /2 _ .. b'o 2 7 TaN -S -t 3/, r?X'y.��t32G /ff1.27 �48B.cf q - 323_ _TOA)S. I i 2 IZ i .9 2 -s Lvsrl i v COST ESTIMATING FORM 1 SHEET 1 OF 2 CITY OF NE47PORT BEACH - TRAFFIC SIGNAL MODIFICATION JAMBOREE RD. & AERONUTRONIC ITEM (OR FEATURE) DESCRIPTION QUANTITIES I•IATERIAL COSTS LABOR COSTS ENGINEERING ESTIMATE NO. Of UNITS UNIT UNIT Cost COST UNIT COST COST UNIT MST COST .(Abbreviate if necessary) -t E S e S S T 9 B 3ID ITEM 18.1 RELOCATE SERVICE LUMP 68b.- RELOCATE POLE (4) x PULL BOX. LUMP 420. - ADD RTGA AND MODIFY CONTROLLER LUMP 550.- �o REMOVE H R 5 EA -- -- 40 200 40 200. - %DD 8 LOOPS 2 LD -1 SENSORS LUMP 450. - kDD 3 MAG. SENSORS ON vORTH BOUND LUMP 250. - 9DD 4 MAG. SENSORS SND 1 MODEL 11 TRANS. ON SOUTH BOUND LUMP 450. - !ADD 2 MAG. SENSORS AND 1 MODEL 10 TRANS. % DN WEST BOUND LUMP 380. - MISC. WIRE AND CABLE LUMP 300 REPLACE 15' WITH 20' _ MA. LSMP 150 . 4LLOWANCE FOR MAINTAINING TRAFFIC _3 FLOW LUMP 1,500. - 5,330.- BID ITEM 18.1 TOTAF, . •II fJRRED BY (fla.[) APPROVED BY TIME OA JRuBNIL.TION /.- A, ti ` DATE AarJi ILe�'�I.OAi� i0 o J (piiil �a rA. iro COST ESTIMATING FORM XAVOO -KS 2417 ( ?EY. 5-63) 0104 -80J -4101 AREA aN AO L11VIl PROJECT (Or line it,.) TITLE i 1 I r _ I I SHEET 2 OF 2 1 IOEfii1fic,,,o: 1 nU7K. — — OUANTITIES MATERIAL COSTS LABOR COSTS ENGINEERING ESTIMATE ITEM (OR FEATURE) DESCRIPTION NO. OF un1S ulIT uR"T COST COST unit C. s T COST u"ti COST COST .(Abbreviate if necessary) t 2 -- s . s IT 7 a a BID ITEM 18.2 RELOCATE TS BOX LUMP 280. - BID ITEM 18.3 T.S. PULL BOXES 4. EP. 15 60 40 160 55 220 BID ITEM 18.4 2" CONDUIT 200 LF 3.1 620 BID ITEM 19 1 1/2" PVC CONDUIT 900 LF 3.0 2,700.- 1• is :n.RLO BY (.4e rt) /✓'RRQSio By TIME OR OROCUL.Tf On DaE —� CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: potZ IN PERSON 1 1 FIRM: TEL. _TELCON I- To. Loci C { FIRM:_ IVL9,jf TEL. SUBJECT: �Z] LI SnB.c-n.! I N0. 1INIT _ I neTP P.W. DIRECTOR ASST.P.W. DIR. UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. _ SUED IV. ENGR. DESIGN ENGR. CO -OP. PROJ. ENGR. FIELD ENGR. SECRETARY FILE: G—IDGjL DATE: L-2-0 OUTLINE OF INFORMATION RECEIVED I I GIVEN I� I1..(sASCs �.x'�r✓.�o�l r�r �..�LTrc� /J42�c�t-- i— x-c'T. '� Idav A -o 1lllChvD.:3 . '21 � tJ T TJ C_ YX-1 .Q�J ACS' —tT T� SA/✓•T lciG 2ili C?l�t'T1C/J ti1C 2C9 ^' Lq t L.. (' IJ a2C'. IL O l.[[_E- A G h N 1 F L. 41 k?i Y -2C�✓I W G� � J -' �C Pos Jf �o/ ACTION 12 EQUs RED �o PERSON NSIBLE DATE DUE NOTE: MAKE COPIES FOR ADDRESSEES JNDICAT(dY t1C11 IN NO. BLOCK. 4�►i ��1 Wl�1�� �ID �epl' E 00, ilLi 412 SOUTH LYON STREET SANTA ANA, CALIFORNIA: 92702 • KIMBERLY 7- 4471 ,'... .. ADDRESS REPLY TO P. O.. BOX 17B `::.June 15, 1967 Orange County Flood Control District 400 West Eighth Street Santa Ana, California 92702 Attention Mr. Jack Schwarz* Gentlemen: Jamboree Road File No. F05.23 In response to your letter of June 6, 1967, we are sending copies of the design calculations for the pile foundation of the bridge for your information and review. We do not have copies of the design calculations for the pre- vious bridge and cannot comment on the previous designer's selection of piles. You also indicate that more water passage area should be provided but foil to indicate the size you would consider satisfactory. If you consider this item of material consequence, please advise us of the area you wouid.,c6n- sider adequate. The current bridge plans now indicate the revised field conditions as now existing. Very truly yours, BOYLE ENGINEERING Dwight C. Schroeder C. E. 8603 sh 51 -0050 -01-00 cc City of Newport Beach, Mr. taunter T. Cook RECEIVED JUN 1 "'M . P RO.Ffi S9�l ON A L_ >.fiNGINEER. ING AN D A C IT EC T U R'AL S E R V ICES . ..•.wv- � -�i..l r �'.. ` i.[. _.ice i... ... ., P110MES: Nevada 6 -1261 MEtcalf 0 -5801 0 MACCO CORPORATION June 17, 1957 Vulcan "0" Hammer - F.ngineerin, News Formula Load - 2 WH Sf 0.1 W - 7500 H - 3.25 No. Blows Penetration per Bearing Value, Lbs. Bearing Value, Tort Blow inches 1 1.0 44,318 22.159 2 .50 81,250 40.625 3 .333 112,586 56.293 4 .25 139,285 69.642 5 .20 162,500 81.250 6 .166 183,270 91.635 7 .142 201,446 100.723 8 .125 216,666 108.333 9 .111 231,042 125.521 10 .10 243,750 121.875 11 .0909 255,369 127.684 12 .0834 265,812 132.906 13 .0769 275,579 137.789 14 .0714 284,422 142.211 15 .0666 292,617 146.308 16 .0625 300,000 150.000 17 .0588 306,989 153.494 18 .055 314,516 157.258 19 .0526 319,462 159.731 20 .05 325,000 162.500 A i'YPtf 0 i 1�RIVAM 3. �*-nQ C^PAc Mr ' C, ca4T,F,A-* �.R..A„ R= z� s vul. cJ% N'O �� HJ4rsI�1l.(K 1,775 /ry• pip I* so CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM �Pi i.l'T �AiQi!„��T 61..( IN PERSON I I FIRM . TEL.- _TELCON I'LI To: ccx:�jL FIRM: TEL. SUBJECT: J . A iRD OUTLINE OF INFORMATION RECEIVED I ✓1 GIVEN 11 --?T I� Ii:' . i NO.4 INIT. DATE P.W. DIRECTOR ASST.P.W. DIR. UTILITY SUPT. s TRAFFIC ENGR, ASST. CITY ENGR. SUIV. ENGR. DEBD SIGN ENGR. CO -OP. PROJ. EM R. FIELD ENGR. SECRETARY FILE: C—)o,�,. DATE: w - IY 7is W O i -s iGi2(5 (= L-( l7YiSr�titl ��b��S. kz-x:5 -T-Z'-', V-kS. WivaeC Wb o u s; 2(o�.czo� ro �..a.� 141 vl N "Q 1 2Go1vC.p51O14 Q21i.LA l(.L �pA1b Y�� j. (� ACTION REQUIRED PERSON RESPONSIBLE NOTE: MAKE COPIES FOR ADDRESSEES INDICATED BY °C° IN NO. BLOCK. DATE DUE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD DATE Aild 150 190 To: Sang EusiNgus P.O. a" Ile SANTA MIAs CALIFORNIA ATTENTION: 1a. Dam Rom SUBJECT: WE ARE TRANSMITTING THE FOLLOWING: No. COPIES DESCRIPTION E 35 ItACN REMARKS: FOR YOUR VU IN ►Ri►ARINS BIB PACMAOLB STANDARD PAWS FOR BID ►ACRAOC Co DRAYI>tss STD•3024 STD - STD 1-L STDA02 -1 COPIES TO: BY: NYNT:R T. Cssu PROA CT ENSINC[R W _ ',t,„,, ENGINEERING @mom cn �'n8 , — — Ar ARCHITECTS • ENGINEERS 412 SOUTH LYON STREET • SANTA ANA, CALIFORNIA 92702 KIMBERLY 7.4471 ADDRESS REPLY TO P. O. BOX 178 To: City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 Attention Mr. Hunter T. Cook Subject: Jamboree Road Improvements Ford Road to Palisades Road We are transmitting the following: No. Copies 2 prints Description Date: June 14, 1967 Office Ref: 51-0050-01-00 Sheets 5, 6, 7 and 25 of Drawing R- 5085 -S Remarks: Enclosures showing areas of work for the Ford Aeronutronic Plant Entrance are furnished as requested. sh Copies to: BOYLE ENGINEERING By alq(sPvz� Don R. Rooke, C. E. 7174 Ptem Wmiw 0 CITY ATTORNEY PUGLOC WM3 DZIPARTUCHT COOPERATIVE AGREEMENT FOR SECOND JAMMU OR WK �- /c g - jum Ijy 196 '(W9 01116INAL AM IOM #Wig$ Or Y SU$JgCV &4ngMXT WITH Tm rLow CONTROL DISTRICT Aft,ATTAOMD ME$tgWiim* T"g DRAT A"Itt"IfT rM WNICX TKS& WERE PR90M.0 WAS VittlIOMV APPROM 6V yovo PLCM FAWARC A P430LUTION FOR CWJWCIL ACTION ON JW*9 26# AuTimizinG THE Miv*R ANN CITY CiAmit To cx&wTt Twit Asittvanir. Hums To co" fto,iccT EmogmuR HTC I WAJ Awas 1 • • ORANGE COUNTY FLOOD CONTROL DISTRICT P. 6 BOX love BANTA ANA, CALIFORNIA H. G. OSBORNE TELEPHONE: 834 -2300 400 WEST EIGHTH ST. CHIEF ENGINEER AREA CODE 714 SANTA ANA, CALIFORNIA, 92702 FILE No. F05.63 JUN s 1967 Mr. Joseph T. Devlin Director of Public Works City of Newport Beach 3300 West Newport Boulevard Newport Beach, California Dear Sir: In response to the letter received from your office dated June 6, 1967, there are transmitted herewith five copies of Agree- ment No. MS67 -FO5 -300 for cooperative construction of the second Jamboree Road bridge across San Diego Creek. All five copies should be executed by your City Council and returned to this office for submission to the Board of Supervisors. After action by the Board of Supervisors, a fully executed copy of the agreement will be forwarded to your city. Very truly yours, H. G. Osborne, Chief Engineer By: z L� iv�« r" c j. W. Schwarze, Division Engineer mn Encls JUNE 132 1967 QtOTECNNICAL CONSULTANTSj INC. I" E. 17TH STREET SANTA ANA,, CALIFORNIA ATTENTIoNI MR. TENNIS A. EVANS SURJtCTI CONTRACT FDR ENOINEtRINO SERvIcts IN Caw1ECT1oN wITN JANOOREE ROAD (CONTRACT 109612) gENTLENENt TNt ATTACHED DRAFT OF THE SUSJECT CONTRACT (ORIGINAL AND Two COPIER) NAS REEN PREPARED RASED ON YOUR LETTER DATED MAY 31,, 1967. IF IT NttTS WITH YOUR APPROVAL, PLEASE EXECUTE AND RETURN ALL COPIES FOR ACTION eY THE CITY. A FULLY EXECUTED COPY WILL THEN St RETURNED TO You FOR YOUR FILES. SHOULD YOU HAVE ANY QKSTIONS, PLEASE CALL NE AT TOM CONVENIENCE. YERv TRULY YOURS,, HUNTER T. COOK PRoJECT ENo1NEtR HTCINAJ ATTSI To: 412 SOUTH LYON STREET is ARCHI�FECTS • ENGINE•ERS*.T, c. • SANTA ANA, CALIFORNI KlnCOLY 7.4471 ApB REPLY T O. BOX 178 l Date: Pacific Telephone a Tole , or* Com n June 12, 1967 311 East Balboa Boulevard .; y Newport Beach, California 92660 Office Ref: 51- 0050 -01-00 Attention Mr. Brent Harrington Subject: Jamboree Road Improvement Ford Road to Pafli�ades Road We are transmitting the o owing:. No. 1 Remarks: Description Print of Sheets 1 d. 2 of cross sections for above subject Enclosures are fumished as requested by Mr, Hunter T. Cook of the city of Newport Beach. BOYLE ENGINEERING Cops to: By Don R. Rooke, C. E. 7174 ! . . P R O F E S S I O N A L ENGINEERING A N D A R C H I T E C T U R A L SERVICES � . �: :n , i ,'. �`` w � w � . _ .;; �` . . Ll CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: 601L ��'.v+P��1' /.�t!✓�t�+N FIRM: TEL.. Tos IN PERSON I .TELCON 7 FIRMS / TE L. / SUBJECTS_ - 14Airy?cAL cr FILES C'/c��/y DATE S OUTLINE OF INFORMATION RECEIVED 1-1 GIVEN C7 x jozsal- -7 -) 7;-/;r- ACTION REQUIRED 54cL /e2 X- /0 r'T.r / o it ri. cit T n i PERSON RESPONSIBLE NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY "C° IN NO. BLOCK. DATE DUE ORANGAOUNTY FLOOD CONT a DISTRICT JUN 6 1 #67 No. F05.23 Boyle Enrineering P. 0. Box 178 412 South Lyen Street Santa Ana, California 92702 Attention: Mr. Dwight Schroeder CDear Sir: Your preliminary plans for the Jamboree Road bridge at San Diego Creek Channel has been reviewed. ® The exiating ground elevations and contours shown on shoat 18 of the plans appear to be based on a temporary fill condition caused by.the existing bridge contractor. This condition has now been changed. ILL During the recent bridge contract the watercourse was so y seriously blocked off by the Contractor so as to create dangerous backwater and traffic impedance at MacArthur Boulevard. It is believed that greater waterway area should be maintained during bridge construction.. It is noted that the bridge piling is of smaller diameter than the existing bridge. This is difficult to visualize since your bridge appears to have the same dead load, and Treater pile spacing. The unconsolidated condition of the top 20 of material adding to the unsupported length may also be a factor. It is presumed that the State's review will include checking the deck and piling. Very truly yours, H. C. Osborne, Chief Engineer s B J. W. Schwarze, v s on ng neer cc: City of Newport Beach V 0 0 ARCHITECTS • ENGINEERS 1 412 SOUTH LYON STREET - SANTA ANA. CALIFORNIA 92702 - KIMBERLY -7 4471 _ ADDRESS REPLY TO P. O. BOX 576 To: Southern California Edison Cowpony 538 Main Street Huntington Beach, California t' Attention Mr. E. T. Olsen Subject: Jamboree Road Improvement Ford Road to Pal isodes Road We are transmitting the following: No. opies 1 1 Description Date: June Be 1967 Office Ref: 51- 0030 -01-00 Drawing R- 5085 -S, Sheets 1 -121 plan, profile and typical sections of above subject. Drawling R- 5085 -S, Shoats 17 -190 Son Diego Creek Bridge plans and elevations. Remarks: Enclosed are the construction plans for the widening and improvement of Jamboree Road to ultimate width. These plans have preliminary approval of the city of Newport Beach and supersede the plans furnished you by letter of April 10, 1967. Any questions concerning these plans should be addressed to Mr. Hunter T. Cook, Public Works Deportment, city of Newport Beach, California, 92660; telephone: 673 -2110. BOYLE ENGINEERING sh Copies to: By Mr. Hunter T. Cook Dan R. Rooks, C. E. 7174 h` .i!° -� GIN E: E R I T(G R C H I T E C T U R A L- S E R- V I r- • ARCHITECTS • ENGINEERS 412 SOUTH LYON STREET - SANTA ANA, ':CALIFORNIA, 92702 - KIMBERLY 7 -4471 ADDRESS REPLY TO P. O,'- BOX 170 To: pacific Telephone & Teleyroph Compaq 311-East Balboa Boulevard Newport Beach, California 92660 AttentionMr. Brent Harrington Subject: Jamboree Road Improvement Ford Rood to Palisades Rood We are transmitting the following: No. i Description Date: Juno 8. 1967 Office Ref:51- 0050 -01-00 Drawing R- 5085 -5, Sheets 1 -12, plan and profile and typical sections of above subject. Remarks: The enclosed drawings incorporate revisions requested•by the city of Newport Beach and are considered sufficiently complete for use in connection with planning telephone system Improvements as well as the relocation of existing facilities that may interfere with the widening and Improvement of Jamboree Rood. The enclosed prints supersede those forwarded by our letter of transmittal dated April 7, 1967. For information or questions concerning these plans, plows contact Mr. Hunter T. Cook, Newport Beach, California; telephone 673 -2110. BOYLE ENGINEERING sh Copies to: Mr. Hunter T..,Cook PRrCC> <'E.$5;�!6NXL E 010- WEWlIG ENGIN;ERiNG. ARCHITECTS • ENGINEERS 412 SOUTH LYON STREET SANTA ANA, CALIFORNIA 9270231:4 KIMBERLY 7.4471 _ ADDRESS REPLY TO P. O. BOX 170 June 8, 1967 Southern Counties Gas Company Post Office Box 9334 Anaheim, California 92803 Attention Mr. Harald Weaver Gentlemen. Jamboree Road Improvement Ford Road to Palisades Road We are sending for your information and review, one print each of Sheets 1 -21 of Drawing R- 5085 -S showing the final design of Jamboree Road Improvements including a new two -lane bridge across the San Diego Creek. You are requested to furnish a sketch sha wing the desired method of support - ing your high preuure gas main on the new bridge in order that we can indicate on the drawing the location of Imerts or anchors that you may require. The enclosed pons supersede the preliminary plans sent to you by out.letter of May 5. 1947. Very truly yours, BOYLE ENGINEERING Dwight C. Schroeder C. E. 8603 sh 51- 0050-01 -00 cc Mr. Hunter T. Cook City of Newport Beach Encls. PROFESS 1 O !V .A L E �N' F. 1 N, E R I N 6 ,4 N 0 ".A {2 C k f %At CA� :& S 0 0 0 ENGINEERING ARCHITECTS * ENGINEERS .412 SOUTH LYON STREET SANTA ANA. CALIFORNIA 92702 KIM©ERLY 7 -4471 ADDRESS REPLY TO P. O. BOX 178 To: The Irvine Company Date: June 9, 1967 Irvine, California 92664 Office Ref:51- 0050 -01-00 Attention Mr. Jack A. Rowan Subject: Jamboree Road Improvements Ford Road to Palisades Road We are transmitting the following: No. Description 1 print Drawing R- 5085 -5, Sheets 1 -21 of above subject 1 copy Special Provisions applicable to clearing and grubbing Remarks: Enclosures are furnished for your information as requested by the city of Newport Beach. Please note disposal area for waste dirt from clearing and grubbing operations shown on Sheet I I of the plans. Guestions concerning this pror'ect should be addressed to Mr. Hunter T. Cook, Newport Beach, California; telephone 673 -2110. BOYLE ENGINEERING sCopies to: By Mr. Hunter T. Cook Dan R. Rook*, C. E. 7174 City of Newport Beach .. PROFES51O'NAL,_ -. ENGINEER ING , ArN �D., .A RC'H IT E: -C'rU R A L '3 E'RYtC6- &. To: ARCHITECTS • ENGINEERS y 412 SOUTH LYON STREET SANTA ANA, CALI!t,ORNIA 92702 KIMBERLY 7 -4471 ADDRESS REPLY 1% P: O. BOK 178 County Sonitation District of Orange County ..Date. June 8, 1967 Post Office Box 5175 Fountain Valley, California 92708 Office Ref: 51- 0050 -01-00 Attention Subject: Jamboree Road I mprovements Ford Road to Palisades Road We are transmitting the following: No. Copies Description 1 Drawing R- 5085 -S, Sheets 1 -16, plans, profiles, typical sections, drainage details of hove subject Remarks: ' The enclosed preliminary drawings are for your Information. Inquiries concerning these plans should be addressed to Mr. Hunter T. Cook, Newport Beach, California; telephone 673 -2110. BOYLE ENGINEERING sh Copies to: By Mr. Hunter T. Cook Don R..Roake, C. E. 7174 �; y� F 5:8 t 9 tl A L 1�''I , 7�" ��`, � t N: G 414fN D A; -1 C,. _.t ' [!� r� ••�.•r ...� il+ a+-.. Y.= r.: u�...•'"",., eeirr. i-:. a: as.. r_•.... aca: sxm� .w:ri4a:Y�3:�•'�,..�;v�`�`.n ,.f_,, ,f. �+ y .. ... .. .j..' .., .. ♦ i t.1'? .. .. r ' ..A .. ri.. ni19'� �. . r! . � . ENGINEERING O�'""""� Sng�tePJcb AF ARCHITECTS • ENGINEERS 412 SOUTH LYON STREET - SANTA ANA, CALIFORNIA 92702 KIMBERLY 7 -4471 ADDRESS REPLY TO P. O. BOX 178 To: City of Newport Beach Date: ,June 8, 1967 3300 Newport Boulevard Newport Beach, California 92660 Office Ref: 51- 0050 -01 -00 Attention Mr. Hunter T. Cook Subject: .Jamboree Road We are transmitting the following: No. DescriDtion 1 Drawing R- 5085 -S, Sheet 10, plan and profile Q16 G P P IV) J� G/ q Il I�J 0 Say I, L 8 Ae Remarks: The enclosed drawing is marked to show proposed changes in drainage at Station 165+58. Elimination of the 48 -inch diameter concrete junction chamber will require a reinforced concrete collar to join the 15 -inch CMP to the new 16 -inch ACP. It is requested that approval of the Irvine Company be obtained on the stilling basin and city approval be given on the proposed changes before we revise this drawing. BOYLE ENGINEERING sh Copies to: By Don R. Rooke, C. E. 7174 ENGINEERING ARCHITECTS • E N G I N E E R 5 412 SOUTH LYON STREET • SANTA ANA, CALIFORNIA 92702 KIMBERLY 7 -4471 ADDRESS REPLY TO P. O. BOX 17B To: City of Newport Beach Public Works Deporment 3300 Newport Boulevard Newport Beach, California 92660 Attention Mr. Hunter T. Cook Subject: Jamboree Road Improvement Ford Road to Palisades Road We are transmitting the following: No. Description Date: June 6, 1967 Office Ref: 51- 0050 -01 -00 1 Original draft of special provisions marked up by Hunter Cook. 1 Revised draft of special provisions 1 Final cost estimate dated June 1, 1967 Remarks: RECEIY�D; Enclosures forwarded for your information. Q r 196% PUBt►E WORKS DEPTI BOYLE ENGINEERING sh Copies to: By'--/,, ,. ; "1 ) _.�:. C-. — Don R. Rooke, C. E. 7174 P R 0 F E 5 S 1 0 N A L E N G I N E E R I N G AIN D A R C H I T E C T U R A L S E R V I C E 5 r �r JUNE 6, 4967 ORANGE COUNTY FLOOD CONTROL DISTRICT 400 WEST 8TH STREET SANTA ANAL CALIFORNIA ATTENTION: MR. H.G. OssoRNE SUBJECT: COOPERATIVE AGREEMENT FOR THE CONSTRUCTION OF THE SECOND JAMBOREE ROAD BRIDGE ACROSS SAN DIEGO CREEK GENTLEMEN'. THE DRAFT AGREEMENT FORWARDED WITH YOUR LETTER OF MAY Z5 IS SATISFACTORY TO THE CITY. PLEASE FORWARD THE FINISHED AGREEMENT FOR ACTION BY THE CITY COUNCIL. VERY TRULY YOURSp HUNTER T. COOK PROJECT ENGINEER HTC:MAJ e Newport teach Facility Ford Road Newport Beach, califoxnia n tendon: Mr. A. C. Haines Director, operations Support Subject: X t for the Bison Avenue. f Jamboree Road f Gentlemen: EncloW is an executed copy of subject agreement, which was authorzgei on May 22, 1967 by the City council of Tlewgort .Beach by the adoption of Resolution No. 6563, copy of which is attached. Verj truly yours, Laura Lao.,ios city clerk (.'i,ty of Newport Aaach LL:ih cc : Public Works Departments L . f May 17, 1%7 To: City Clerk From: City Attorney Subject: Agreement for the improvement of Jamboree Road from Ford Road to Bison Avenue Transmitted are the original and two copies of the subject agree - went with Aeronutronic Division of Philco -Ford Corporation, all of which have been executed on behalf of Aeronutronic. The attached resolution, if Adopted by the City Council, will approve the agreement and authorise its execution on behalf of the City. The Public Works Director has requested that this be presented to the Council for consideration at their meeting on May 220 1967. THS:mec Atts. Tully H. Seymour City Attorney cc - City Manager Public Works Director (Attention: Hunter T. Cook) io 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 ZI 32;.i i AT=ST I .% 3/2 /67 (8) 11 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 t • i (Irmbcroe Road irgm 16 Bison Avenue) TaIS AGR EMM is made and entered into this day Of 1967, by and between AERONUTRUNIG DIVISION OF PHILC0 -FORD COUORa uN, hereinafter referred.to as "Company ", and the CIYY OF 116WY0RT BRACH, a municipal corporation, hereinafter referred to as "City"_ NMITAL: City and Company mutually desire to widen and imp"" that portion of Jamboree Road lying between Ford Road and Bim4w Avenue and share the cost thereof as provided for herein. AGREF.MT : For and in consideration of the mutual benefits: cov- enants and conditions herein contained, the parties hereto agree as follows; 1. City shall prepare or arrange for the preparation of all plans and specifications for the widening and improvement of Jamboree Road from Ford Broad to Bison Avenue, hereinafter referred to as the "project ". flans and specifications shall be prepared by or under the supervision of a registered civil en- gineer, licensed by the State of California. All portions of the project to be financed by Company shall be subject to the approval of Company prior to the advertisement of a notice inviting bids for the construction. work. 2. City shall award a public works contract for the project in conformity with the public bid procedure set forth in Section 1110 of the City Charter. 3. Company shall reimburse City for: a. That portion of the total cost of construction attributable to the addition of a double left turn pocket at the entrance to the Company plant south of Bison Avenue. i 4/17, i THS:a 1 ( b. , portion �3$ the total cost of camtzuctioa 2 ::a& attributable Che ad/t� on of improved right turning lanes 3 at said Company plane' entrance. 4 c. That portion of the total cost of constructiea 5 attributable to modifications to the traffic signal at said • 6 Company plant entrance. 7 Said constructions costs shall be based upon t3It unit 8!, prices as submitted in the bid of the successful bidder. 9 4. Company shall reimburse the City for engineering 10 costs attributable to item 3.c above. Said costs shall be based 11 upon actual costs as billed by the engineer employed by City, but 12 in no event shall exceed a maximum of $850.00. 13 5. City shall pay that portion of the total cost of 14 the project attributable to all other items. 15 $. City agrees to indemnify Company against and to 16 hold Company harmless from any loss of or damage to any property 17 or injury or death of any person whomsoever proximately caused in 18 whole or in part by negligence of City, its employees, agents or 19 contractors in the exercise of the rights herein granted, :save i j 20i i and except in those instances where such loss or damage or injury 21 or death is proximately caused in whole or in part by any nog - 22 ligence of Company. i 231 IN WITNESS WHEREOF, Company has caused this agreement 24 to be executed by its officers thereunder duly authorised, and 25 City has caused this agreement to be executed by its officials 26 thereunto duly authorized by resolution of the City Council, as 27 of the day and year first hereinabove written. 28 1 29 ATRONUTAONIC DIVISION, PHILCO -FORD CORPORATION 30 By A. C. HAINES /s/ 31 As Ines_ 32 Director, perations upp0x 2. • i CI 2'f 3 , COW1WY 4 CITY OF NLWPQRT UAGH 5 By As To roaX.. yor 6 I Attest; 7 u ! y w i ty Atto=ey 8 City er 9 CITY 10 11 12 13 14 15 16 17 18 19 I 20 21 22 I 2.3 24 25 26 27 28 I 29 30 31 32 3. G =094 • A • _® ARCHITECTS • ENGINEERS 412 SOUTH LYON STREET . SANTA ANA, CALIFORNIA 92702 TELEPHONE (714) 547 -4471 ADDRESS REPLY TO P. O. BOX 178 June 2, 1967 City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 Attention Mr. Hunter T. Cook Gentlemen: Jamboree Road Improvement Ford Road to Palisades Road In an agreement dated December 28, 1966, Boyle Engineering was retained by the city of Newport Beach to prepare construction plans and specifica- tions for the widening and improvement of Jamboree Road from Ford Road to Palisades Road. It was necessary to make field surveys of existing ground surfaces beyond the Jamboree Road right of way in order to prepare the plans. On or about February 15, 1967, Boyle Engineering complete a topographic survey of a designated borrow site on Irvine property easterly of Jamboree Road between Stations 131 + 00 and 148 +00 and an excavation area between Stations 177 + 50 and 179 + 50. These cross - sections were plotted and earthwork quantities computed. Subsequently, The Irvine Company permitted a substantial amount of soil to be excavated between Stations 131 + 00 and 148 + 00 and the city authorized Cox Company to excavate between Station 177 + 50 and 179 + 50 to complete earthwork on the westerly one -half of Jamboree Road now under construction. The above described excavation operations have voided the topographic surveys and cross - sections previously prepared. In order to revise cross - sections to reflect existing conditions and to designate the exact location of borrow soil on Irvine Company property, it will be necessary to resurvey the changed areas. Mr. Ballenger of The Irvine Company has stated that they will not remove any soil within 100 feet of the Jamboree Road right of way line after June 2, 1967. RECFIVFD JUN 0 5 1967 PUBLIC VrO„•: utPT. 0 City of Newport Beach 46 June 2, 1967 Page Two Following is an estimate of the additional surveying and engineering work necessary to revise cross - sections and contract drawings to accurately reflect existing conditions. Survey supervisor 2 hours @ $18 an hour $36.00 3 -man survey party 8 hours @ $34 an hour 272.00 Engineer 4 hours @ $18 an hour 72.00 Draftsman 4 hours @ $11 an hour 44.00 Authority to proceed with this necessary surveying and drawing revisions is requested for an additional fee not to exceed $425.00. Very truly yours, BOYLE ENGINEERING Dwight C. Schroeder im A PUBLIC Wow JIMIC 1 a 19► CITY ATTEMIX PUBLIC WORKS DE►ARTNENT AQ &DW IN SPECIALIZED ENSINEERINS SERVICES IN CONNECTION WITH THE IMPROVEMENT W JANDMEE ROAD (C.ID96 E.2) THE ATTACM[D PROPOSAL PIMM OEOTECMMICAL CONSULTANTS INC. OUTLIMES TIM: SUSJECT SERVICES WMICN W6 MAVC 09OUE5TCO PROM TNSN. PLEASE PRE ►ARC AN AQRCCMEMT FOR EXcCVT /OM OT QC1 AMD TMc CITT NANAKR# SASEO OM THEIR PROPOSAL. TMC AaacMEMT sNouLO sTIPuLAT[ A *"mm Pcc OI =1 800 ►OR Tut ►IRsT PMAK. IT SMOULS Amoot12c AOSITIOMAL NORK u► TO A MAXIMUM OF 437M UPON WRITTEN A/TMORIZATION SV THE PUBLIC WORKS DIRCCTON* IP *UCN WORK Is DEEMED MECESSARV AFTER COMPLETION OF PHASE 1. HuNTCR T. Cam PROJECT EMsIHCER HTCINAJ ATTI 9 0 Engineering Geology, Soil and Rock Engineering, Geohydrology GEOTECHNICAL CONSULTANTS, INC May 31, 1967 City of Newport Beach 3300 Newport Boulevard Newport Beach, California Attention: Mr. Joseph Devlin Director of Public Works a i Glendale, California Santa Ana, California Ventura, California Las Vegas, Nevada Our Job 57050 Subject: Letter of Proposal - Geotechnical Consultation, Jamboree Road Construction, Ford Road to Palisades Road. Gentlemen: We are pleased to submit this proposal for performing geotechnical consultation, together with certain engineering exploration, laboratory testing and analysis, relative to the proposed completion of construction of Jamboree Road, from Ford Road to Palisades Road. This work would be principally confined to the section of Jamboree Road from North Eastbluff Drive to Palisades Road. The purpose of this geotechnical work would be as follows: 1. Review and evaluate (a) existing technical reports prepared in connection with the facilities, (b) field measurements and data obtained during the construc- tion performed to date, and (c) available published literature regarding the area involved. 2. Perform, as necessary, a limited amount of supple- mental subsurface exploration, laboratory testing and engineering analysis. 3. Assimilate all available data for the purpose of providing the City of Newport Beach with specific conclusions and recommendations regarding both the relative stability and acceptability of the work performed to date, and procedures to be considered during completion of the project. 1905 East 17th Street, Suite 208, Santa Ana, California 92701 • Phone (714) 547 -5413 Our Job 57050 Page 2 + We propose to perform a detailed evaluation of the existing foundation reports prepared by Porter & O'Brien, consulting engineers, and the County of Orange, Road Depart- ment Materials Laboratory. The field measurements and data (e.g., piezometer and settlement platform data) would also be analyzed for correlation with anticipated and theoretical conditions. We also propose to drill one hole in the exist- ing embankment to verify the soil strengths which Porter & O'Brien indicated would be necessary for stability. We consider this scope of work to be the minimum necessary to realistically evaluate existing conditions, and corresponds to the minimum cost estimate shown in this proposal. Based on our preliminary evaluation of the data available, it is possible that this minimum scope of work will not be adequate to provide your office with a meaningful, responsive evaluation of existing conditions and their effect on proposed improvements. Because of this possibility, this proposal describes additional work which may be performed, on an as needed step -by -step basis. These steps would be as follows: 1. Additional laboratory testing on samples from the one hole drilled to determine the sensitivity of the foundation clays. (Sensitivit is an indicator of soil response to dynamic load 2. Two additional drill holes, sampling and laboratory testing to determine the effect of additional load- ing on the stability of the existing and proposed embankment. 3. Laboratory testing to determine the critical pro- perties of the foundation soils. (This would only be necessary if there is no continuity to the exist- ing data.) 4. Laboratory and field testing to determine the ground motion spectrum of the site and the effect of dynamic loading on embankment stability. (The analyses by Porter & O'Brien indicate a low factor of safety for the embankment stability under what we assume were static loading conditions.) 0 0 Our Job S7050 Page 3 Should all of this additional work be necessary, the maximum cost estimate shown in this proposal would be appropriate. Because of the nature of this work, we cannot more precisely define the estimate of cost. For this reason, we would suggest that the minimum scope of work be performed. At that time, we could meet with your staff, and re- define the scope of additional work, if any. We propose to perform the minimum scope of work outlined on a time and expense basis, for an estimated fee of $1,800.00. The maximum scope of work outlined can be per- formed on a time and expense basis for a fee not be exceed $3,700.00. If this proposal is acceptable, please sign the attached work authorization and return one signed copy to us. DAE:jg Attachment Respectfully submitted, GEOTECHNICAL CONSULTANTS., INC. Dennis A. Evans Executive Vice President • 0 SCHEDULE OF CHARGES Services Consultation (Principal of the firm) $20.00 /man hour Consultation (Associate of the firm) 17.50 /man hour Exploration (including supervision) 14.00 /man hour Field Control (including supervision) 10.50 /man hour Analyses and Report (including supervision) 15.00 /man hour Laboratory Testing 10.00 /man hour Drafting 9.50 /man hour Clerical 7.50 /man hour Other Charges Drilling, tractor exploration and other outside services, if billed to and paid by Geotechnical Consultants, Inc. Cost + 10% Drilling, tractor exploration and other outside services, if billed to and paid by client. No Charge Laboratory Equipment Charges 1.00 /hour 12- Channel Refraction Seismograph 12.50 /hour 3- Channel Vibration Seismograph 6.25 /hour Mileage 0.12 mile Out of pocket expenses At cost 6/io/66 L -7 Engineering Geology, Soil and Rock Engineering, Geohydrology T® GEOTECHNICAL CONSULTANTS, INC. WORK AUTHORIZATION JOB NO. S7050 DATE: May 31, 1967 TAKEN BY: DAE ORDERED BY: BILL TO: NAME City of Newport Beach NAME City of Newport Beach ADDRESS 3300 Newport Boulevard ADDRESS 3300 Newport Boulevard Newport Beach, California Newport Beach, California PHONE 67-�-2110 PHONE 67-�-2110 JOB ADDRESSJamboree Road - North Eastbluff Drive to Palisades Road LEGAL DESCRIPTION JOB DESCRIPTION Geotechnical consultation and analysis as described in our letter of proposal dated May 31, 1967. upon receipt of signed 2 -3 weeks after ESTIMATED STARTING DATE work authorization COMPLETION ESTIMATED starting FEE Based on time and expense, estimated to be a minimum of $1,800.00 with a maximum fee of $3,700.00 as described in our letter of proposal dated May 31, 1967. THE UNDERSIGNED, HEREIN REFERRED TO AS 1. OWNER',' HEREBY AUTHORIZES GEOTECHNICAL CONSULTANTS, INC., HEREIN REFERRED TO AS "GEOTECHNICAL", TO PERFORM ALL OF THE ABOVE- DESCRIBED WORK. IT IS AGREED THAT SAID WORK SHALL BE PERFORMED BY GEOTECHNICAL AND PAID FOR BY OWNER IN ACCORDANCE WITH AND SUBJECT TO ALL OF THE TERMS AND CONDITIONS APPEARING ON THE REVERSE SIDE HEREOF. OWNER AC- KNOWLEDGES RECEIPT OF A TRUE COPY OF THIS AGREEMENT. ACCEPTED BY GEOTECHNICAL: GEOTECHNIS,.gL CONSULTA S, INC. /� 7 _! BY , DATE: May 31, 1967 PLEASE MAIL TO GEOTECHNICAL CONSULTANTS, INC. DATE: 1905 East 17th Street Santa Ana, California OWNER 0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NO. TO: CITY ATTORNEY FROM: PUBLIC WORKS DEPARTMENT Date MAY 29, 1967 SUBJECT: COOPERATIVE AGREEMENT WITH ORANGE COUNTY FLOOD CONTROL DISTRICT FOR CONSTRUCTION OF SECOND JAMBOREE ROAD BRIDGE THE ATTACHED DRAFT OF THE SUBJECT AGREEMENT AS PREPARED BY THE FLOOD CONTROL DISTRICT IS SATISFACTORY TO THIS OFFICE. PLEASE REVIEW WITH REGARD TO LEGAL IMPLICATIONS. MAKE ANY CORRECTIONS WHICH YOU FEEL NECESSARY AND RETURN TO THIS OFFICE FOR FURTHER PROCESSING. HUNTER T. COOK COOPERATIVE PROJECTS ENGINEER HTC:NAJ ATT: IL m DRAMO9 COMWV ROM DCPAIUTNEMT 4M WCST Oft STRCCT SANTA AWAY CALIrMtHIA ATT9"TIONI MOO MCMDCLL 111111 I MAY 91, 1967 SUSACTI MM PROJ9CT 3116 -- %P eVMUT Of JANOMt ROAOj MODIFICATION Or DCSIGN SOIRONLC O9NTLt/KNt Wt RCOUtoT TOUR KIRIISS1ON TO 1MV /st TIR ULTMAT9 ADVCRT#S1I0 OATt ran THIS PMJiCT rR011 Am p TO JULY 30e THIS C"ANSC Is N99KO TO ALLOY AlIPL9 Tlla fft MV19W Or THE PLANS AID SP141- ►ICATIOIM BY YOYR Orrocc AND TIK OTIRR AS9NCIts 1NVOLVCO WITH T119 PROJ9CT• TM: ORIGINAL 098100 9C111DULt CALLCO FOR 9M0II19901"0 TO OCOIN IN 09C9111S1R 1966p MIT" COMPUTION IN CARLY MAY AID AOV9RTISINO folk 0108 IN CARLV AM $ 1967. THIS SCM[ONLt WAS P09019UID ON THC AU~TION TWAT THE r0UNDATION INYCOTIGATION WOULD 09 CNN PUT90 OV JAMWARV 30a APP " IMATILV 009 MONTH ArT9M THE RtOMST WAS 0UMITTt0S SIMC9 CRITICAL OCS1ON 09CIS IONS WCRt PRICLU090 KNOINO RK91PT Or TWE RICCommemo T1oMS Or Tag RCMORT• Tug rIRBT PHASIC Or TUt FOUNDATION RCPORT WAS RtCICiV90 on MARCH 27. 1967• Tug Ots1oR 9MGIMT9R HAS Don AN owsumOtMG in or WoR111N0 A- ROUND TIME LACKING CRITERIA, By OIL /0tNT C►rORT at HAS Rtw=D THC SCMCOUL9 OW94MM TO A HIMIMIMe Wt S9LI9V9 THAT THC Rt- OUCST90 TIIK 9RT9NSION WILL PCRMIT AO9GUAT9 S9VI9W Or TU9 CNN TRACT DOCUMENTS AID THUS WILL AVOID TIM COMPLICATIONSp INVAR- IABLY ACCOMPANYING RUNT PROACT8t SHOULD Wt TRY TO M99T TIM Jung 30 O9ADLIN9• SUBJECTS AHrP PROJECT PAGE 2 THE ORIGINAL DESIGN SCHEDULE WAS ESTAKIDNED TO ALLOY THE FLow CONTROL DISTRICTS MACH Is JOINTLY F#NWINS THE BRID09S TIME TO room U► utiot rumotms, A COHT1110ENDY (ACTOR MAR INCLUDED TO COYER UNrmugn "SIGN PROSLEMSS VNIS HAD TOTALLY 9XNAUST90 MALE AYAITIms THE 1ESULTs K THE I4bIsAT1oN INY[BTIOATION. PIE ASE rORMARO YOM APPROVAL AD SOON All PODSIKE 90 TWAT WE CAN romAL12E A room sCNEDULE rOR ~LETION Or THE PROJECT. Ir YOU HAVE ANY 011EDTIONS MOBBING Tills PROJ[CT& PLEASE ►EEL ME TO CAUJE• VERY TRULY TOURS Numna T. CODR PROJECT EmO1HEER NTCIMAJ CCi ®OYLE ENDIIIEERs ATTN: NR• DY /sNT SCHROEDER r V iLQ�k/ �to2✓f - `�n..t S ca:v ur`, 1 S Lyy, IT(LUSIw 4f 1-� TNy 36P2 », Aj & i CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: IN PERSON I FIRM: TEL. .TELCON ITV 41 NO.. IN IT. DATE P.W. DIRECTOR ASST.P.W. DIR. UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. SU13D IV. ENGR. :DESIGN ENGR. CO -OP. FROJ. ENGR. FIELD ENGR. SECRETARY To FIRM: TEL. SUBJECT:` >iG'r� ✓gli �t�'� /C.� FI LE: - �CXi'"� DATE: r-3 OUTLINE OF INFORMATION RECEIVED I_1 GIVEN 1_✓ I / .u.C��' LAC- T�S_ICN C-Y :S Nc�4 °J 3 c.:� � IJLi✓ .i./ //- Z 3. A y c"c/Ge /r ✓�. [.mss o.e.. �S . ACTION REQUIRED PERSON RESPONSIBLE NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY "C" IN NO. BLOCK. DATE DUE 0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: � IN PERSON : II FIRM: TEL.. .TELCON 1-7I i I NO_. IN IT 1 nATc P.W. DIRECTOR ASST.P.W. DIR. UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. SUBDIV. ENGR. DESIGN ENGR. CO-OP. PROJ. ENGR. FIELD ENGR. SECRETARY To. r F a h 1 � c FIRM: TEL. SUBJECT: FILE: (c — I (=q (.- DATE: 's--.3 OUTLINE OF INFORMATION RECEIVED 1-1 GIVEN 11 1 :� �- • r 7 i 5 i-i ¢. rix C o '—�,r[ r v.o Tc� C E, Z v ��.: -��•• ,G 5 �TT�. rc`, {-t �'Zi4T- it f= C�. A C> T�J ACTION REQUIRED PERSON RESPONSIBLE DATE DUE NOTE: MAKE COPIES FOR ADDRESSEES INDICATED BY "Cn IN NO. BLOCK. PUBLIC WORKS MAY 29, 1967 CITY ATTORNEY PUBLIC WORKS DEPARTIIItNT COOPERATIVE AGREE[D'1OXTT WITH ORANGE COUNTY FLOOD CONTROL DISTRICT FOR CONST>WTION OF SECOND JAMBOREE ROAD BRIDGE TUC ATTACKED DRAFT OF TUC SUBJECT AGREEMENT AS PREPARED BY THE FLOOD CONTROL DISTRICT Is SATISFACTORY TO TNIs OFFICE. PLEASE REVIEW WIT" REGARD TO LEGAL IMPLICATIONS. MAKE ANY CORRECTIONS WMICM YOU FEEL ACCESSARY AND RETURN TO TNIs O►►ICE FOR FURTHER PROCESSING. Hu"tER T. CoOK COOPERATIVE PRox CTs ENGINEER HTCINAJ ATTS I H. G. OSBORNE CHIEF ENGINEER ORANGE COUNTY FLOOD CONTROL DISTRICT P. a Box 1`7 SANTA ANA, CALIFORNIA TELEPHONE: 034 -2300 400 WEST EIGHTH ST. AREA CODE 714 SANTA ANA, CALIFORNIA, 92102 MAY 2 5 1967 FILE No. P05.21 Mr. Joseph T. Devlin Public Works Director City of Newport Beach 3300 West Newport Boulevard Newport Beach, California Dear Sir: Pursuant to your recent request, there has been prepared and is submitted herewith a draft of an agreement for the districts par- ticipation in the construction of an additional two -lane bridge for Jamboree Road across San Diego Creek. Please examine the agreement and indicate by appropriate means either your concurrence or changes you wish. We will then forward the finished agreement for consideration and action by the City Council. HGO:mn RF�c1�rGp Encl WAY 2 . 1961 PUBLIC woh , ULFT.- Very truly yours, H. G• Osborne, Chief Engineer CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: ao/l IN PERSON : I FIRM: TEL.. .TELCON [-I FIRM: TEL. SUBJECT: OUTLINE OF INFORMATION RECEIVED 1-1 GIVEN 111 i IN J I NO_ IT_ f1ATF P.W. DIRECTOR ASST.P.W. DIR. UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. ,SUBDIV. ENGR. .DESIGN ENGR. CO -OP. ROJ. ENGR. FIELD ENGR. SECRETARY FILE: C'- /o91.� DATE: Z. ACTION REQUIRED PERSON RESPONSIBLE DATE DUE NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY "C° IN No. BLOCK. WE ARE TRANSMITTING THE FOLLOWING: No. COPIES DESCRIPTION �1,ruS '.REMARKS' � w / COPIES TO: BY Aro, �a CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 33001 We NEWPORT BOULEVARD DATE S— Z To: ATTENTION: SUBJECT: SQ 4xgc>CL ,Lt'i'� WE ARE TRANSMITTING THE FOLLOWING: No. COPIES DESCRIPTION �1,ruS '.REMARKS' � w / COPIES TO: BY ENGIN i MCI ARCHITECTS • ENGINEERS 412 SOUTH LYON STREET • SANTA ANA, CALIFORNIA 92702 KIMBERLY 7.4471 ADDRESS REPLY TO P. O. BOX 178 To: City of Newport Beach Date ril 24 1967 3300 Newport Boulevard Newport Beach, California 92660 Office Ref: 51-0050-01-00 Attention Mr. Hunter T. Cook Subject: Jamboree Road Improvement Ford Road to Palisades Road We are transmitting the following: No. 1 print Description Layout of curbed median in north East Bluff Drive at Jamboree Road Remarks: RECEIVED Please review the enclosed layout and approve as soon as possible. APR 2't 19 sh Copies to: PUBLIC WORKS DEBT, BOYLE ENGINEERING By Don R. Rooke, C. E. 7174 i BOYLE ENGINEERING Bakersfield San Diego Santa Ana Ventura n �, BY........ D / ?.'•<.:..........DATE...%rd_�. _ T SUBJECT........ ✓fI�`L f <.' =..`. ...../ J7 D.......__.._ ._......._ SHEET NO. ...... — ._.OF.._....._......_ CHKD. BY ................. DATE........................ ...... .....OF.._... 2 !_G,:' :.......Sair9cr .. ✓G......... JOB NO._S /- o93:✓- O / -a:✓ L 1FJ F_ 7/?!47/16. /7 SC fo7 f1S/'H. t'o z) M/X 1 /y /iSr✓i AC 7 c oltc r +.'7 c COST fvrfr - /r.�Y /trim G SeG /Ca <f SC Pv_� err /. 7% sd� S�L9�ad� P�[lorc.'ia� RC 700 J% .a 3ci d 277 0 30 8/O Loo .9< / �p 3o 4f 7G! 5700 S% 9 4o # 2 2ko 7s 7 e "2s /P7s- 4354 sr .� zo ¢ Q70 372 7- 2G.? 3470 13C0 SY 0 Soy 6755 / SC goo Grph <if z T ©r25 S o ! 75 Aea1[. /I X.4.;Y Sv6 y rs A "OF[f , 5700 ri '-Q l0 � 570 C/a JS 74d :" 920 T 0 3V 27Go . / /Q� 4-PW. I420 G .0 30 d 42S 37 SS 3 7-a e¢iSS BOYLE ENGINEERING p Bakersfield San Diego Sawa Ana Ventura BY .........1 R. 4 ..............DATE..-'5,/�.� /J SUBJECT.... ///`/ JF" E, C...... �PI JF P...........- ....__ ------ ----- _ SHEET NO.. _ ......... OF. ..... ............. . CHKD. BY. ................ DATE ............ . .......... .... OStCC� .... S7.a. xv. 57+. LF X 6 fT SF 7. lel�lll 121100 4770 1771%„ fu /G /f50 �f20 %T /o x fj 17 080 Fti 165doo -1o. /G�lGv 3GJ /72 tYd {o /7(, sSo 4! o 770 .Sd G3a .r4r .S /, v0J s� 000 5F x 5- _ 1/30-2 CFx /ls�t 5/000,s /= 5700 oy 1j77! C/ clr/ cv.�rj it f = S�j 1 7 = 2 a.,,' L /ty. 0 SD� cSG �av 1.Srpfloc7 S) 000 .Sr x /7, 000 Cl x 12J/ tt = z /30000 SG Soo = 14%.o00 -_ %f .5, -r,2/ T5" 70AIX C� 2511AI N .� r4S%to[T CUyCrC'r�TE 5 /,vao sF �L = 5/2S0 c/ x 144 O .Z1SB T 07 0 CL.f SS 3 & './h r�( ,S/,voo x ' - /17.50 cf x147{ 72o7 O Ti .i ENGINEERING r� 1 r P 1 ARCHITECTS • ENGINEERS 412 SOUTH LYON STREET • SANTA ANA. CALIFORNIA 92702 KIMBERLY 7 -4471 ADDRESS REPLY TO P. O. BOX 175 To: City of Newport Beach Date: May 23, 1967 Public Works Department 3300 Newport Boulevard Newport Beach, California 92260 Attention Mr. Hunter T. Cook Subject: Jamboree Road We are transmitting the following: No. Copies 1 Remarks: For your files. sh Copies to: Office Ref: 51- 0050 -01 -00 Description Standard pile load test procedure Orange County Highway Department dated January 25, 1966 RECEIVED MAY 2 19% PUBLIC WORKS DEPT.. BOYLE ENGINEERING By 0 Dwight C. Schroeder, C. E. 8603 r ENGINEERING 6 ARCHITECTS O ENGINEERS 412 SOUTH LYON STREET • SANTA ANA. CALIFORNIA 92702 KIMBERLY 7 -4471 ADDRESS REPLY TO P. O. BOX 178 To: Orange County Flood Control District Engineer Date: May 23, 1967 400 West Eighth Street Santa Ana, California 92701 Office Ref:51- 0050 -01 -00 Attention Mr. Carl Nelson Subject: Jamboree Road Improvements - Ford Road to Palisades Road City of Newport Beach, AHFP Project No. 346 We are transmitting the following: No. Copies Description /7 1 Print each of Sheets 1, 10 -12, 16-23 of Drawing R- 5085 -S showing two -lane bridge across San Diego Creek, storm drainage and appurtenant work 1 Copy of portions of special provisions pertinent to the work shown on enclosed drawings Remarks: The enclosures are forwarded for your information as requested by Mr. Hunter T. Cook of the city of Newport Beach. sh Copies to: P R O F E S S I O N A L E N G I N E E R I N G BOYLE ENGINEERING By Dwight C. Schroeder, C. E. 8603 AlN D A R C H I T E C T U R A L S E R V I C E S ENGINEERING ARCHITECTS • ENGINEERS 412 SOUTH LYON STREET • SANTA ANA. CALIFORNIA 92702 KIMBERLY 7.4471 ADDRESS REPLY TO P. O. BOX I7B To: City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 Attention Mr. Hunter T. Cook Subject: .Jamboree Road Improvement Ford Road to Palisades Road We are transmitting the following: Date: May 22, 1967 Office Ref:51- 0050 -01 -00 No. opies Description 1 Subsection of special provisions pertaining to 15 -inch corrugated metal pipe. Remarks: The enclosed draft of a subsection for 15 -inch CMP to be included in the special provisions section pertaining to storm drains and drainage structures is furnished for your review before our next scheduled meeting. RECEIVED BOYLE ENGINEERING VAY2 -11967 sh PUIBU 4`ti0 1 DEPT. Copies to: By - "`�'-2 �1'7' I Don R. Rooke, C. E. 7174 MAY 22, 1967 ,�p- To: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR SUBJECT: COOPERATIVE AGREEMENT WITH AERONUTRONIC FOR IMPROVE- MENTS TO JAMBOREE ROAD AT AERONUTRONIC ENTRANCE RECOMMENDATIONS: 1. ADOPT A RESOLUTION AUTHORIZING THE MAYOR AND THE CITY CLERK TO EXECUTE THE SUBJECT AGREEMENT ON BEHALF OF THE CITY. 2. APPROVE AN INCREASE OF $850 IN THE MAXIMUM EN- O`3�! GINEERING FEE AUTHORIZED FOR DESIGN OF THE JAMBOREE ROAD IMPROVEMENTS. DISCUSSION: DURING DESIGN OF THIS PROJECTP AERONUTRONIC REQUEST- ED THAT THE CITY COMBINE CERTAIN IMPROVEMENTS AT THE ENTRANCE TO THE AERONUTRONIC PLANT WITH THE CONSTRUCTION OF JAMBOREE ROAD. THESE IMPROVEMENTS WOULD INCLUDE WIDENING OF THE ROAD SOUTHERLY OF THE PLANT ENTRANCE TO ACCOMODATE A RIGHT TURN LANE, THE ADDITION OF A "FREE RIGHT TURN" ARROW TO THE TRAFFIC SIGNAL AT THE PLANT ENTRANCE TO OPERATE IN CONJUNCTION WITH THE RIGHT TURN LANE) AND THE CONSTRUCTION OF A DOUBLE LEFT TURN LANE IN THE JAMBUREE MEDIAN TO SERVE SOUTHBOUND TRAFFIC ENTERING THE PLANT. ALL WORK RESULTING FROM THE MODIFICATIONS AT THE PLANT ENTRANCES INCLUDING THE ADDITIONAL ENGINEERING WORK RE- QUIRED FOR MODIFICATION OF THE EXISTING SIGNAL, WILL BE FINANCED BY AERONUTRONIC. THE ESTIMATED COST OF THIS WORK IS $10,000, IN- CLUDING ENGINEERING. THE ENGINEER HAS PROPOSED TO COMPLETE THE ADDITIONAL ENGINEERING WORK AT A FEE NOT TO EXCEED $850. JIOSEPH DEVL11N PJJUBLIC W KS DIRECTOR 7iTC: JR _r • � A. 5. KOCH ROAD COMMISSIONER AND COUNTY SURVEYOR Or GSST L. MCCONVILLE R. V. WISE . ROAD COMMISSIONER DEPUTY COUNTY SURVEYOR AND SURVEYOR R. B. V AILE W. L. ZAUN DIVISION ENGINEER -OPERATIONS REFUSE DISPOSAL ENGINEER N G E M. I. STORM DONIS BARRETT DIVISION ENGINEER - ENGINEERING BUSINESS MANAGER TELEPHONE: 834 -1456 AREA CODE 714 ROAD DEPARTMENT ENGINEERING BUILDING 400 WEST 8TH STREET SANTA ANA, CALIFORNIA 92701 May 189 1967 Mr. Benjamin B. Holan City Engineer City Hall 3300 Y. Newport Blvd. Newport Beach, California Attentions Mr. Hunter Cook Gentlemens In reference to your request (via phone, 4- 17-67) for a study on shoulder treatment for Jamboree Road, A.H.F. P. #3469 we offer the following recommendation. The shoulders may be satisfactorily treated with approximately 7% liquid asphalt, SC -800, for a depth of four inches. The con - straction of such shoulders will require careful moisture control to provide for best results. Our tests indicate several soil types, an example of condition follows: Soil A Soil B 0ptim m Moisture of Native Soil 10 14 6 Moisture Required Prior to Mixing 9 15 % SC-800 7 7 % Loss of Moisture Required After 2 3 Mixing and Prior to Compacting As noted above, the best mixing characteristics are at slightly over the moisture required for compaction. For this reason, it is desirable to perform this type of work during the summer. The relative compaction requirement for such shoulders should be 90%. The following provisions are recommended for your Special Provisions: Road Mixed Asphalt Surfacing . —This work shall consist of treatment of shoulders as shown on the Plans and in accordance with Section 38 of the Standard Specifications. Mr. Benjamin B. Nolan .Newport Beach, California Attn: gr. Hunter Cook May 189 1967 Page 2 Bituminous binder shall be SC -8009 unless otherwise directed by the kbgineer. Aggregate shall consist of material in place on the shoulders. Class A subgrade, as specified in Section 38 -3.01 and 38 -3.02 shall not be required. A bottom shell or pan will not be required on mixing equipment as specified in Section 38- 4.04A. Mixing with a motor grader will not be permitted. The mixture may be spread in one layer, is lien of conforming to the require- ments in Section 38 -4.06, and the moisture shall be within the range for maximum density as determined by the Engineer. After the material has been spread it may be rolled with pneumatic -tired rollers in lieu of steel -tired rollers. The data and recommendations herein are provided for your consideration on amon-particinati ng�ba It A billing statement will be forwarded by our Accounting epartment aat Re' end of the month. Very truly yours, A. S. KOCH Road Commissioner & County Surveyor BT% R. B. VAILE Division Engineer-- Operations RBT,.Yn:bt cct X. Hartman Boyle Engineering 1178f V ENGINEERING ��- • ARCHITECTS • ENGINEERS 412 SOUTH LYON STREET • SANTA ANA, CALIFORNIA 92702 KIMBERLY 7 -4471 ADDRESS REPLY TO P. O. BOX 178 To: City of Newport Beach Date: May 15, 1967 3300 Newport Boulevard Newport Beach, California 92660 Office Ref:51- 0050 -01 -00 Attention Mr. Hunter T. Cook Subject: Traffic Signal Modifications at Ford Plant Entrance We are transmitting the following: No. Copies Description 1 Preliminary print of Sheet 24 of Drawing R- 5085 -S Remarks: This supersedes drawing sent to you on Friday, May 12th. Copies to: BOYLE ENGINEERING By on R. Rooke, 0 0 `ENGINEERING � 4w Om" Sn8iwW ARCHITECTS • ENGINEERS C' - /O`!6 412 SOUTH LYON STREET • SANTA ANA. CALIFORNIA 92702 KIMBERLY 7 -4471 ADDRESS REPLY TO P. O. BOX 178 To: City of Newport Beach Date: May 12, 1967 3300 Newport Boulevard Newport Beach, California 92660 Office Ref: 51- 0050 -01 -00 Attention Mr. Hunter T. Cook Subject: Traffic Signal Modifications at Ford Plant Entrance We are transmitting the following: No. opies DescriDtion 1 Preliminary print of Sheet 24 of Drawing R- 5085 -S 1;1961 Remarks: Request early review of enclosed preliminary drawing by city traffic engineer in order that contract plans and specifications can be completed . Copies to: BOYLE ENGINEERING By Don R. Rooke, C. E. 7174 0 0 C'- - /0%L CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT MEMO TO DATE S- %I L % FROM: Pyr SUBJECT: z. COPIES T0: y� SIGNED PUT IT IN WRITING . . . . . WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS 412 SOUTH LYON STREET May 3, 1967 ARCHITECTS • ENGINEERS SANTA ANA, CALIFORNIA 92702 TELEPHONE (714) 547 -4471 ADDRESS REPLY TO P. O. BOX 178 City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 Attention Mr. Hunter T. Cook Gentlemen: Jamboree Road Improvements Ford Road to Palisades Road As requested by Mr. Cook, we are submitting for preliminary review by the city of Newport Beach two prints each of construction drawings, two copies of preliminary specifications and one copy of drainage calcu- lations for the Jamboree Road project. The enclosed drawings comprise all contract drawings except Sheet 24 - Traffic Signal Modifications and Sheet 25 - Traffic Striping Details. These drawings are delayed for the following reasons: Sheet 24 Work on this sheet could not commence until city authorized the extra work. Work is under way. Sheet 25 Delayed awaiting details of intersection of North Eastbluff Drive. Work is under way. Sheets 24 and 25 will be submitted for review on or before May 15, 1967. Preliminary plans, specifications and structural calculations for the bridge have been submitted to Mr. A. A. Smith of the Cal ifornia Division of Highways. The enclosed drawings comprise recommended plans based on consideration of alternatives and constitute completion of Phase I of the agreement between the City of Newport Beach and our firm, dated December 28, 1966. Accord- ingly, an invoice for partial payment in the amount of $11,000 is submitted for completion of the Fhase I work. Very truly yours, BOYLE ENGINEERING r: Dwight C. Schroeder, C.E.8603 Encs. . FMIC VORMs In CITY ATTMKT PMKIC ioms 0[OAMTKMT MAY 16, 1967 COOKMATIVC AOKCNtMT VITO A9041111TMOMIC IOM IWMOr[M[MTS TO JAIISOK[ ROAD AT AC*WWVM MIC EMTRANCt Tope ATTACNCO TNKC Copies or Tope sWdCCT As11eCMCMT MAY[ stem CUCCYTCO Sy A[ROMYTRONIC. 1/ SATIsFACTORYo Tope AI►IMI►MIATe KSOlYT10M SNOYLO se PKPAKO FOR COUNCIL ACTION ON PAT US 19670 MYNTCM TO Coon PMO.tCT EMaKCR HTCIin ATTCNI FEW #1283 PFIILCO ELECTRONICS GROUP ' PHILCO -FORD CORPORATION • Aeronutronic Oivislon • Ford Road • Newport Beach, California • 92663 May 9, 1967 City of Newport Beach City Hall 3300 Newport Blvd. Newport Beach, Calif. Attention: Hunter T. Cook Subject: Improvements to Jamboree Road at Aeronutronic Entrance Portion of Contract 1096 Our Project 993 Control No. 300 -44 Gentlemen: Enclosed are three (3) signed copies of the Agreement for the subject work. Please return one completely executed copy of this Agreement to this office. Very truly yours, AERONUTRONIC L. V. Herich, Manager Facilities Engineering & Maintenance P. E. Haddon, Supervisor Facilities Engineering Section REH /cn Enc. cc: L. E. Smith i e Boyle Engineering 412 South Lyn street P. 0. Box 178 Seats Ana, California 92702 Attentions Mr, D. C. Schroeder Centiemeai Regarding your letter dated troy 29 19679 summing put testing on the proposed Jamboree bridge at San Diego 40a A. tl.T. ?, tee. Ap. we are enclssing two (8) ceptos of the "StandaM Pala Load 'teat Pte cedure" *16 dwuld answer most of your questions. 8neleeed with the letter of Nay 8, 1967$ was a preliminary print of the grading and foundation plan. A review of this plan iadicates that bent• three (9) threwgh six (6) will be adaptable to pile testing. Bent amber three (3) seems to be the Beet dool" s ter con. ducting the test. The test pile may bt centered between two of the proposed piles for this bent. The test gmmp may be driven full length If desired$ thereby eliminating the need for pile esteadoas. The time required for setting up the pile test equipment and the test is approximately So hours. If the test group is driven oa a Tridyp the Contractor tea normally res1we his driving operation tM following Taesdayp provided the test results an acceptable. This method results In the least possible delay to the Contractor. The cost for this testing by County forces is approximately ¢500.00$ which date not include the cost of the additional pile. It is suggested that the Contractor refrain from driving any additional piling$ pending the results of the test. If the test pile should fail under the 60»hoar doable design load of 90 tens, an ad- ditional pile test my be considered. ► V D '.MAY 2 11961 i A. S. KOCH ' ROAD COMMISSIONER AND COUNTY SURVEYOR U NTY O F LOAD O R. V. WISE COUNTY SURVEYOR O ._ASST. ROAD COMMISSION EP MMISGI AN SURVEYOR DEPUTY ' R. B. VAILE W. L. ZAUN DIVISION ENGINEER � OPERATIONS REFUSE DISPOSAL ENGINEER FLANGE M. I. STORM DONISBARRETT DIVISION ENGINEER EN GIN EERIN.'. ADMIN15T 0.ATIVE SERVICCS OFFICE. V TEL EPHCM E: 839.3056 AREA CODE TIR ROAD DEPARTMENT ENGINEERING BUILDING 900 WEST 8TH STREET SANTA ANA, CALJFORNIA 92701 X&Y 99 1967 Boyle Engineering 412 South Lyn street P. 0. Box 178 Seats Ana, California 92702 Attentions Mr, D. C. Schroeder Centiemeai Regarding your letter dated troy 29 19679 summing put testing on the proposed Jamboree bridge at San Diego 40a A. tl.T. ?, tee. Ap. we are enclssing two (8) ceptos of the "StandaM Pala Load 'teat Pte cedure" *16 dwuld answer most of your questions. 8neleeed with the letter of Nay 8, 1967$ was a preliminary print of the grading and foundation plan. A review of this plan iadicates that bent• three (9) threwgh six (6) will be adaptable to pile testing. Bent amber three (3) seems to be the Beet dool" s ter con. ducting the test. The test pile may bt centered between two of the proposed piles for this bent. The test gmmp may be driven full length If desired$ thereby eliminating the need for pile esteadoas. The time required for setting up the pile test equipment and the test is approximately So hours. If the test group is driven oa a Tridyp the Contractor tea normally res1we his driving operation tM following Taesdayp provided the test results an acceptable. This method results In the least possible delay to the Contractor. The cost for this testing by County forces is approximately ¢500.00$ which date not include the cost of the additional pile. It is suggested that the Contractor refrain from driving any additional piling$ pending the results of the test. If the test pile should fail under the 60»hoar doable design load of 90 tens, an ad- ditional pile test my be considered. ► V D '.MAY 2 11961 0 0 Boyle Inglueering ?. 0. Box 178 Santa Ana, Calif May 99 1967 Attar Mr. D. C. Schroeder Page 2 Please include in your Special Provisions that the Contractor or Resident 8nginar contact the County Materials Section at least ton days prior to the pile testing date, RBYtMtbt encl. ccs City of Newport Beach Attention Mr. Renter Cook Very truly yourst A. S. KOCK Road Comissioner do County Surveyor BTt R. B. YAILR Division laginser—Operations r1 GINEF ,RING ARCW'&:ECTS • ENGINEERS 412 SOUTH LYON STREET ... SANTA fStA, CALIFORNIA :97702 KIMBERLY 7 -4471 ADDRESS REPLY TO P. O. BOX fie May 5, 1967 Southern Counties Gas Company P. G. Box 3334 Anaheim, California 92803 Attention Mr. Harold 'Weaver Distribution Supervisor Gentlemen: Improvement of Jamboree Read' Ford Road to fW codes Road Enclosed for your information and use Is one print each of Sheeh 1 through 21 of Dwg. R- 5085 -5 showing the final design of Jamboree Road improvements including a new two -lane bridge care" San Diego Creek. hstvlously your company had indicated a desire to relocate the high pressure gas main between EastBluff Drive and Fblisadsu Road using the new bridge as o means of crossing Son Diego Creek. Your attention is directed to a gas valve cover to be adjusted to grade and a possible lowering of a high pressure gas service line to the Aeron utronin (Ford) Plant at Station 105 + 28 on Sheets of the plans because of excavation to widening the roadway to ultimate ri idth at this location. Please destroy preliminary drawings sent to you by our letter of transmittal dated April 11, 1967. Very truly yours, BOYLE ENGINEERING Donald R. Roake, C. E.7174 im Encs. act Mr. Hunter T. Cook City of Newport Beach G �u n1� 0 • gr-ip9G May 4, 1967 U.S. Coast & Geodetic Survey 300 N. Los Angeles Street, Room B -230 Los Angeles, California, 90012 Attention Mr. Roy Sylar Gentlemen: Confirming telephone conversation of Mr. Rooke of Boyle Engineering and Mr. Sylar there is enclosed for your informa- tion one print of Dwg. R- 5065 -8 Sheet 7 shm7ing USC & GS "BARANCA #2" Triangulation Station and reference marker within the right of way of Jamboree Road between Station 129+00 to 130+00. In the planned widening of Jamboree Road to ultimate width of 66' from centerline the triangulation station will be covered by, approximately 2 -3 feet of compacted embankment. It is understood that you desire to relocate this triangula- tion'st-ation to a permanent location so that when the ultimate six -lane roadway, plus parking, curb, gutter and sidewalk are constructed, your triangulation station will not have to be reset again. It is anticipated that bids will be opened on the construc- tion contract in late June or early July 1967, and that grading work will commence some time soon thereafter. For future information and contacts with the City on this matter will you please contact: Mr. Hunter T. Cook c/o Public works Department City of Newport Beach Tel. 673 -2110 Very truly yours, Donald R. Rooks C.E. 7174 tm / c.c. Mr. Hunter T. Cook Y c/o City of Newport Beach (p, 412 SOUTH LYON STREET e P.O. BOX SANTA ANA, CALIFORNf 762 TELEPHONE (714) 547. 1 - TO City of Newport Beach Newport ou eve Newport ec ,, Lailtornis ENGINEERING SERVICES In connection with Phase 1 as outlined under Agreement dated December 23, 1966, by and between The City of Newport Beach and Boyle Engineering, and pursuant to Paragraph 4A thereof; `�- _---- ---__- -"ice, i r is P PROJECT NO. " 1,.0050+01 -DD r-1 412 SOUTH LYON STREET May Y, 1 967 0 V ARCHITECTS 6 ENGINEERS • SANTA ANA, CALIFORNIA 92702 KIMBERLY 7.4471 ADDRESS REPLY TO P. O. BOX 178 teed Departmant 400 west Eighth Straat Santo Ana, Coilfe nle 92701 °'A, Attention Mr. R. 9. Valle DIVISION laglneor- Ctpenllcma tfeatlea+eeu Ww leach- JambeOe wood AFP P*40 P40. ore Wa be" reviewed your letter of April 18, 1967 to Mr. lenjamin ldslkn of the o)y of Newport 8maeh, giving svppkmeftw information for the foundation ON& ' reds report for the subject job. l :sod upon the expectation of negligible diffir- ential movement between picas, we have chosen to daf,N the bridge in alim- tinuous slab. On pops four of the letter you recommend that a pile test be 0"& d" by county personnel to confirm bearing values obtained from the dynamic drlvlrq brmu ae. it will be necessary to include information lathe specification .and an the plan Concerning the conduat of this test in order tint tie control may properly plan his Construction operations and reflect sash, if any, inourrsid during the testing procedure. Enclosed for your review is a preliminary prlet of tM grading and foundation plan showing pile Weelea and dof 11s. Section 1961.09 of the State Standard Speciflaations psovide that tiro ongineer may determine the legflt of piles to be fwMshad fnrn the "Binh of tot pike driven by the contractor. Such test piles arse to be Aowkan the plows Or specified IN the special pr wlsiaas. Noose iAA*dO the location at which you would pntfe► test plies to be plod and give details Of Say special treatment Of pile da . fo►a00146. YOU dWA also la/leate the "aphble rove in elwaNsms for to hoods a t win * aantroder may Isstim the oxten %n to lutred. Coonfy o► Orange Rood p.portnan► Wiwi i W SeeNen+49 -1.10 of the State 4frfard SpoalFiooNero gives nre��++InnwMs Mr load rating and requires that Iodd tests shoil be oompleted before remalning pilot are driven, union otherwise pormlthd. Do you antielp�b that allowed ppssnnisslan will be granted? If not, how many warkl"g days will another tat ►or completion of the test? If the test provot unsatlsfeebry, be required? Plooa give an ottimaM of the aost for this pile test if done by Orange County peroomeI and tes►InI; equipWAW for budget purposes. Very truly yours, SOYLE ENGINEERING pDwight C. Schroeder, C. E. 8603 5T-W50-01 -00 Enc. as City of Newport Beach Attention Mr. Hunter Cook f .4 -, B0 Y.L6 Ah 412 SOUTH LYON STREET May 21 1967 ARCHITECTS, • ENGINEERS • SANTA ANA, CALIFORNIA 92702 • KIMBERLY 7 -4471 ADDRESS REPLY TO P. O. BOX 170 State of Colifarnie Division of Highways 120 SPA Spring Street Los Alleles, California 90012 Attention Mr. A. A. Smith Gientlsmens City of Newport Mach Jamboree Recd Select S)stem No. 69 At the request of Mr. Hunter Cook of ties Public Wirt Deportment city of Newport Beach, we are submitting three copies of preliminary plans, opeeifiaathms, and itnrch►rol calculatiore for the bra gd i to be constructed 4 Son Diego Creek for the subject project. These item we for your pre- liminary review and easement. Plans for the roadway construction com- prising the remainder of the project will be submitted In the near future. Wry truly yours, BOYLE ENGINEERING Dwight C. Sahroodsr, C. E. 8603 61- 0050 -01 -00 ear Ctlr of Newport n M Bach IM .. Huller Cook CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: C,e c- j'rccv.exT IN PERSON -: FIRMS TEL.._TELCON I I To: J o, y NO : IN IT. DATE P.W. DIRECTOR _ ASST.P.W. DIR. UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. SUBDIV. ENGR. DESIGN ENGR., CO -OP. PROJ. ENGR. FIELD ENGR. SECRETARY FIRMS TEL. SUBJECT:_ FILE: : - -- DATE: 'ice Z / OUTLINE OF INFORMATION RECEIVED III GIVEN I_I 1 ACTION REQUIRED 's -�e / e' cos, PERSON RESPONSIBLE NOTE: MAKE COPIES FOR ADDRESSEES INDICATED BY "Cn IN NO. BLOCK. DATE DUE E CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: �06 1-116 IN PERSON I FIRM: TEL.. _TELCON 1--I� E NO.,: INIT. DATE P.W. DIRECTOR ASST.P.W. D R. UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. ?SUBDIV. ENGR. ;DESIGN ENGR. CO -OP. PROJ. ENGR. FIELD ENGR, SECRETARY To" 'moo ti /l Gig /C c= FIRM: / TEL. SUBJECT:_ FILE: DATE: L G OUTLINE OF INFORMATION RECEIVED 1_I GIVEN I 5 <) A-1 i '.4 C, ?A rCr> �'' /ice ACTION REQUIRED PERSON RESPONSIBLE DATE DUE NOTE: MAKE COPIES FOR ADDRESSEES INDICATED BY "C° IN NO. BLOCK. A ENGINEERING ARCHITECTS • ENGINEERS 412 SOUTH LYON STREET • SANTA ANA, CALIFORNIA 92702 KIMBERLY 7.4471 ADDRESS REPLY TO P. O. BOX 178 To: City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 Attention Mr. Hunter T. Cook Subject: Jamboree Road Improvement Ford Road to Palisades Road We are transmitting the following: Date: Apri 1 20, 1967 Office Ref: 51- 0050 -01 -00 No. Copies Description 2 prints Drawing showing channelization of intersection of Jamboree Road with north East Bluff Drive Remarks: Enclosed drawing shows enough information to proceed with pavement widening as discussed in your office yesterday. Detail lay out of the curbed median and the pork chop island will be included in the plans to be submitted in the near future. RECEIVED APR sh copifauc did i 5 DEPT, BOYLE ENGINEERING By Don R. Rooke, C. E. 7174 .v V � `1, +l \\ ✓�� 90.0 � ' ° + L o - " 4 ' N �� _✓Ll- - �f NZ i { 5,0,r,.S, rO � Alo Ale-" Aoo, hie w;PI*pxw • 0 . . ..... ... y //6, 7 SECT I J.a PORTLAtiD CDIEHT.CO, C °ETE -1 GE, 'c AL Fartland.ceernt concrete shall conform to requirements of Section 13 of the City of :.port 3ee:c Standard Specifications. Concrete for bridge structure, barrier railing 2nd . drainage structures shall be Class A. Nonstructural con - r-te shall br; Class The concrete bridge deck shall be cured by the water shod descri ad in Section 90 -7.01A of the State Standard Specifications. I 1 SEI I V11 RE 111 FOR C! FiG STEEL -1. GE!,I E RA eliifOYCing cite:;l shall COni rm to requirements of Section to of the City of Newport oeaca Standard Specifications except that liar reinforcement shall be either intern ;ia: late grade or hard g!-.-,de bars. Steel lists for the bridge structure shall be furnish--d in triplicate to the City at least two .reeks prior to placee nt of steel. Lhe lists are for the use of the, Ity and will not be approved or returrrad to file Contractor. Stec, shall be placed in accordance with the contract ravings. -2 MEASUR.EPIENT AND PA.YMP :T Reinforcing steel for concrete bridge structures and barrier railing will be paid for at the unit price per pound bi :.i, for bar reinforcing steel. Reinforcing steel for Ora inag-- structures and other ninor structures will not be separately measured and oavrnt for such reinforcement .rill be included in appropriate items for such miscellaneous structures.. SECT I :D {t CONCRETE.STRUCTURcS � -1 GENERAL Concrete structures shall be constructed in accordance with applicable portions of. Sect ion. 51 of the State Standard Specifications. _ -2 MEASUREMENT AS1D PAYMENT Pay quantities of concrete in bridge structure will be measured in accordance�-T th t`:e dimensions shov!n on the plans(or such other dimensions as Tray, be.o dere3 by the 'City' Payment ' ::ill be at the unit price bid -for the work._ Concrete in barrier rai!in,s, drainage structures and m,ino.r structures will be separately. measure, and paid for. No separate measurement and payn,ent 1.-1! 11 benade . fcr structure exca•iation and backfiil, the cost of r :hic.1shaiI be included in Spec'iat Provisions. 12 w j J SECT I ON L PRESTRESSED CJNCRETE P, ILI ;,; 1�Ai NJ s►� -.1 GEt3cR'L Prestressed concrete pi ling. shall be furnished a d installed in accordance with a ppliczble.portions of Sections 49 and 50 of State Standard Specifications. Piling shall have a .minims,; bearing value o 5 ons and shall be driver. to or `below e .tip elevation of -35.0. Piles in abutment fills shall be driven in holes drilled throu ^,h the emban:cc'ant. -2 Mi_ASGRE,MErdT AND PAYMENT The..lengti of piles to be paid for shall be the total length in place in the co::pleted.o:ori; measured from the tip of the pile to the plane of the pile cut off. Where piles are axtended by means of reinforced concrete extensions, the length of the extension froi:� pile cutoff to the top of the extension will be considered as concrete piling and will be paid for at the price per linear foot.. Piles :vill be paid for at the contract price per linear foot for furnishing piling and the contract unit price for driving piles. SECTION BARRIER RAILIIGS -1 GENERAL Type .I and Type 2 barrier railings shall be constructed in accordance with applicable portions of Section 83 of the State Standard Specifications. Type i _barrier railings shall include provisions for future electroliers including electrical pull boxes and conduits stubbed out 1 foot beyond the wingwalls one foot belo:; fi.nisied trade. A pull line shall be installed and left in place 1n the conduits. Type 2 railings are to be removed at a future date for widening of the bridge. -2 MEASUREMENT AND'PAYHENT Barrier railing gill be measured by the linear foot for the total length of each type ;.easured along the top of the railings from out to out of concrete wlth.no . deductions for gaps in pipe for electroliers or sign posts'. =t reinforcing 7 stew k ❑ barrier rail.icg ;;ill be paid for as provided in, Section of these . specifications. Payment at the contract price per linear foot will include con pensation for concrete railing, natal railing, future eiectrolier bolts, electrical pull boxes and electrical conduit complete and in place. SECTION WORK AREA A -U MAINTENANCE OF WATER PASSAGE',iAY -t GENERAL The Contractor may occupy such areas ;adjacent to the bridge site as may be necessary for placac:_nt.of piling, shoring and, bracing and for placer,ent of con r_r.ete concrete and reinforcement. In the area of San Di•eao Creek, the Contractor., at his cost, may place fill and /or temporary piling to :ftcilit_ate construction. The Contractor may obtamn fill material from the specifidd borrows area upon per - Special.ProvLs.icns,- r`. r 9 • nission of the City or shall obtain suitable material from other sources. A •.Tatar passageway of not I;as than 20 square feet shall be maintained by the Contractor. The Co:tr-3r..tor's iLtentior, is drawn to the fact that flows of urikncan and varyior ,.;::runts ;eill exist in San Diego Creek during the construction period. The Contractor ,,mail b- responsible to maintain sufficient passageway for lipase flo : -;s on:l siaii repair any damage to his construction facilities and to the structure prior to acceptance of the work by the City at no cost to the City.. Upon completion o= thu job, the Contractor shall remove temporary fill placed a�bJV le7]tlin dnd SIcII CUiv' /e temporary Pilch above elevation 3. He furtner shall <;s ore the pe,ssa ay f San Diego Crack between the existing dikes. Excess fill r nJV =1-0�1 @Bove ,Ievntion 9 may be spread along side the existing dikes. No sI)ecial pay -Tent sii,l.l be made for placing temporary construction fill or p:Ii,lg. Payment for r.iaintaining t•rater passageway knd for removal of temporary piling, excess construction fill, and restoration of San Diego Creek water passage +.ray ..ill b4 the ILIM suai anount bid for the ,work. -2 b!uRK AREA 0 >! EXIST Ii1G PARALLEL BRIDGE A two lane reinforced concrete bridge exists parallel with and westerly of the bridge to be constructed. .The. Contractor may apply to the City for permission to occupy tire'ca;t.erly.14 feet of this bridge between the hours of 9:00 A.M. and 4:00 P.'1. whe,v such occupancy mill facilitate construction. Northbound traffic 'diverted from the brl•da,2 may bs diverted to the old aiianment of Jamboree Road easterly of the construction site. The Contractor shall be responsible to provide suitaLia and approved flaym•_n and Kerning devices and barricades to direct traffic to the detour. The Contractor shall further maintain the detour to provide a paved driving surfaca and shall provide dust control if so directed by the City. All barricading must be �?armanently illuminated or reflectorized. Minnesota ?lining and Nanufacturing CoriPany's Codit reflective paint or Scotchlite reflective sheeting are representative of suitable materials for this purpose. ";t the time of applying for permission to occupy this existing bridge, the Con- tractor shall includ an sstir..ate of the .probable number,of day=- the bridge is to ba occupi-d and the probable dates of such occupancy. The bridge may not be occupied at anv time without permission the City. No special payment will be. made for providing :. d maintaining fIagmen;. barricades ,.detours and appurtehant items. 501 LS Hill) ATERIAL REPQRT t C E N E R A L A .report For this pro,e'ct entitled "Materials ,eport for the Proposee Cons _rUction .- of Jamboree 3.oad,frb9; been repared b 'rand P Y de County Road Department. A c opy i on file in tha City Engineer's office, and may be revie.red by bidders during nor ^al orri ig hours. T,is report. .is furnished for convenience to bidders :iho are caucion<:1 to observe that field conditions set forth in the report apply only at the locations indicate:: snd at t tirre that the actual field Investigation was ^.mace. The City. -does not cuarantae the accuracy of the information contained in t o report. The City shall 'not be Habie for any. loss asstained by the Contractor as a. result .. of any varianca Je!t'ween conditions sho :fn. in the sol'ls report and actual . conditions encountered during construction or other• Ilse, Special Provisions - 14..:. i } f CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: `mod /L IN PERSON I/ FIRM: TEL.. '.TELCON 1 7-I To:_ d"/ Zo I NO- llNITJDATF .I P.W. DIRECTOR ASST.P.W. DIR. UTILITY SUPT. TRAFFIC ENGR. :ASST. CITY ENGR. �SUBDIV. ENGR. DESIGN ENGR.. CO -OP, PROJ. ENGR. FIELD ENGR, SECRETARY F IRM: TEL. SUBJECT._ �J,by��,. .'�j FILE: DATE: "Y— ZO OUTLINE OF INFORMATION RECEIVED I I GIVEN I'."I �/ o v n /� / ✓A CJ -f /b �L °5T4'DC /�.ey/. � / ✓cam r�b ✓�G ACTION REQUIRED ,d. ,f c..� -!5 cT /C� //ice S l PERSON RESPONSIBLE NOTE: MAKE COPIES FOR ADDRESSEES INDICATED BY °C° IN NO. BLOCK. �l9G�7J ✓.Jn/ DATE DUE PUBLIC WORKS DEPARTMENT NO. INIT. TE I ACTION P.W. DIRE TOR ASST. P.W., DIR. y, UTILITY SUPT. TRAFFIC ENGR. r, ASST. CITY ENGR. SUBDIV. ENGR. DESIGN ENGR. CO -OP. PROJ. ENGR. FIELD ENGR. SECRETARY PLEASE: (f /O9(i 1. HANDLE 5. REVIEW & COMMENT 2. SEE P.W.D. 6. PREPARE WRITTEN REPORT READ PREPARE REPLY . FILE �. POST ON ATLAS MAPS REMARKS:���e�s5� -,� '70- 3 �..�,t•� ARt_. '�i.�s,eroaA� /'r =aon Au 1�DE'�3, ©L ZroG'.ST GXC�O V'id.s ? � jW w�% !NU'V nn kS nu,E tic �1 aA«/ enxa CWANLV To �O KT IbTL : No'�K. e��i� - j,o—t- '�i7 ouR L4: ��A C�%'`�Su yT AIIT Ta (kiu C'cmc�iiK — rri�2e -rc.. w�% !NU'V nn kS nu,E tic �1 aA«/ enxa CWANLV To �O KT IbTL : No'�K. e��i� - j,o—t- 0 6 A. S. K CH ROAD COMMISSIONER AND COUNTY SURVEYOR O^ L. MCCONVI L.LE R. V. WISE F= ASST. ROAD COMMISSIONER DEPUTY COUNTY SURVEYOR AND SURVEYOR R, B. VAILE W. L. ZAUN DIVISION ENGINEER -OPERATIONS REFUSE DISPOSAL ENGINEER GE M. I. STORM DONIS BARRETT DIVISION ENGINEER - ENGINEERING DUSINE55 MANAGER TELEPHONE: 834.3458 AREA CODE 714 ROAD DEPARTMENT E D ENGINEERING BUILDING R E C E 400 WEST 8TH STREET SANTA ANA, CA L,IFORNIA 82701 April 18, 1967 APR 2 81967 PUBLIC WORKS DEPT. Mr. Benjamin B. Nolan City Engineer City Hall 3300 Y. Newport Blvd. Newport Beach, California Dear Mr. Nolan: Reference is made to your letter dated April 7, 1967, requesting additional information on AHFP Project No. 346, Jamboree Road, from Ford to Palisades Road. Attached with your letter was a copy of a letter from Boyle Engineering to your office, dated April 4, 1967. Reference was made in the Boyle letter to your original request for data to this office, dated December 23, 1966. Tour questions of the December 23, 1966, letter are being repeated in this reply to simplify cress — reference to the various letters. SECTION A. General Soils, Construction and Design Data 1. Classification of soils types to be encountered. As indicated in the Materials Report. 2. Special equipment, if any, required to excavate and compact the soil. None should be required, however, this is normally the prerogative of the Contractor. 3. Optimum and field moisture content of various soil types. Field moistures are shown on the Log of Test Borings Sheets of the Materials Report. Optimum moisture is a construction control item and due to the heterogeneous nature of soils such detail was not determined at this time. 0 0 Mr. Benjamin B. Nolan April 18, 1967 City Engineer — Newport Beach Page 2 4. Special requirements for clearing or stripping right of way and slope banks prior to placing embankments. Section 16. Clearing and Grabbing. (Oar reference to Sections refer to the 1964 State Standard Specifications.) % 5. Shrinkage or swell factors to be expected. L-. po� !J �'I We have not tested the proposed source of embankment material, however, an estimated earthwork factor of 85% could be used for design. 6. Preliminary selection of roadway structural section including imported aggregate base, cement or lime treatment base, etc. As per Materials Report and letter dated March 20, 1967. (3 "AC /8 00) 7. Maximum slopes that may be utilized in cut and fill areas. Maximum cuts should be 1:1 and fills 1�:1. It may be desirable to use 1'J:1 cut and 2:1 fill slopes as indicated on the construction plans for the previous project. 8. Requirements for erosion control in longitudinal ditches and in slope banks. This is generally considered a design problem, however, your experience with two previous projects on the same road may guide your decision as to the amount of erosion for various grades as determined by inspection. Oar practice is to pave ditches with a flow line slope in excess of 3%. SEC ?ION B. Construction of embankment at approach to bridge at San Diego Creek. 1. Requirements for preparation of foundation for embankment, including placement against newly constructed existing embankment. Section 19. Earthwork (19 -6.01, Placing Embankment). 2. Control, if any, on rate of placement of embankment and estimate of effect on existing embankment. As indicated in Materials Report. We have not made a theoretical analysis of the effect of movement of the existing embankment due to the new fill, but consider that the effect will be quite small and most settlement will be in the new embankment. 3. Details of construction and placement of instrumentation for observation of settlement, pore pressures, etc., if desired. We do not feel such instrumentation is justified for this project. The settlement pads for the previous project proved helpful in evaluating the theoretical settlement and in estimating the settlement to be anticipated T for this project. Piezometers are of doubtfn7 y&Jur_ however, you may wish to install pads and piezoneters at the City's expense. '-.W Do We deuMor► 6VSTrk4Mew1- ko /O "aAAS? Wlo i�MTK 5 w E AR G 1.4 64a- a:X TD 4 Y'rnc.I a ous t¢uFru at Mr. Benjamin B. Nolan • April 18, 1967 City Engineer — Newport Page 3 4. Estimate of settlement vs. time for embankment and criterion for determining time that the embankment will be suitable to receive pavement. As indicated in the Materials Report. 5. Maximum slopes that may be utiliaag See A -7, above. 6. Recommendation regarding the placing of drains and culverts. Construction plans for the southbound lanes to not indicate any additional drainage facilities under the embankments. Extension of existing culverts should present no problems. Sections 65 through 69 cover the placing of pipe culverts and drains. SECTION C. Bridge foundation. 1. Tabular values of pile lengths vs. allowable pile loads of 309 409 45, and 50 tons. Pile lengths for 45 ton bearing capacity have been provided in the Materials Report. If lengths for 30, 40 and 50 ton pile loadings are required for the bridge design, we will be glad to provide them. 2. Recommendation on minimum pile lengths and method for computing pile capacities. Lengths as indicated in the Materials Report. The method is as per Section 49..1.08. 3. Estimate of post — construction settlement of piles. See 59 below. 4. Estimate of differential settlement that may occur between pile bents and recommendation of suitability of continuous bridge design. see 5 below. 5. Estimate of differential settlement between approach fill and bridge abutment and recommendation for special design details, if any required. Our recommended pile tip elevation provides a minimum embedment of 10 feet into dense to very dense sandy silt. Borings indicate a depth of this material for aabther 20 feet below the pile tips. Refined settlement computations are justified onlf. if the subsoil contains strata of soft clay located below the base of the tips of the piles. If the tip is embedded in a firm strata we would expect negligible differential movement. A poor subsurface strata deep below the surface may allow group settlement. We feel pile testing and precise level shots on the existing structure would provide the most reliable information. For differential settlement between the approach fill and abutments, we sug °., gest maintenance of the completed structure and road surfacing as needed, with no special design feature required. eWm.r y uo; VIW04 �ru6atsssw� Mr. Benjasin B. Nolan April 18, 1967 City Engineer-- Newport4kach 0 Page 4 PARAGRAPH 3. (Paragraphs refer to Boyle Engineering's letter dated April 4, 1967.) We concur with the proposed 15 —inch octagonal piles. PARAGRAPH 4. Pile test recommendations were based on :a review of existing driving records, obtained from the City, for the southbennmm4�`bridge. The size and energy rating of the hammer used to drive the piling wad not recorded in the pile driving records, therefore determination of theoretical bearing capacities *edifficalt. Extensive jetting is indicated throughout the *riving record for straightening drifting piles as well as obtaining recommended tip elevations. It seems unwise, considering your requests for soils, design and construction data, to delete a test which provides closer bearing values for the piling than the theoretical bearing capacities which are obtained from dynamic driving formulas. The pile testing may be done with County personnel and testing equipment at a nominal cost, and is usually performed over a weekend with very little delay to the contractor. Soils data information as forwarded with your letter was available at this office and was considered when recommending pile tip elevations for this project. PARAGRAPH 5. The information in the Porter, O'Brien and County Materials Reports indicate the nature and problems associated with the material encountered at the bridge site. A continuous or simple structure for the given conditions is the choice of the designer. When piles depend on friction for support, consideration should be given not only to the safe load per pile, but also to the load that can safely be permitted on the group. The AASHO suggests the Converse— balmive formula in its standard specifications for highway bridges. The Manual of Standard Practice of the AREA states, "On large projects or where soil conditions are unusual, it is recommended that the sell information be supplemented by loading a group of test piles.* We do not feel this project is of such magnitude as to warrant group pile testing, however, at least one pile test is strongly recommended. Where ,jetting of piling is necessary, good construction procedure generally requires the driving of the last 3 to 5 feet of the pile. PARAGRAPH 6. fe assumed the cuts and fills would be as shorn adjacent project and we saw no reason to recommend , from Station 161 +50 to 167 +70 is 4 to 5 feet high a dike is within the fill slope. Testing does not se, fill and provide a uniform fill slope, it would sees practice to level the portion of dike within the fL along with the embankment. PARAGRAPHS 7 and 8. '!_4 —inch dimension pertains to material or (Section 15- 2.02A) obliterating reads and (Section 19 -6.02) of rock (or A.C.) that may adequate compaction in the embankment can be that the road be obliterated where it exists on construction plans for the change. The dike referred to d approximately 300 feet of this m warranted. To avoid a sliver good design and construction 1 slope and recompact this material placed where piles are to be driven, detours. There is no maximum size be placed in an embankment provided obtained. It was not our intent within the proposed embankment. Mr. Benjamin B. Nolan • April 18, 1967 City Engineer -- Newport Beach Page 5 PARAGRAPH 9. As stated previously, concerning paved ditches (Section A -8), the City should have the experience to make a recommendation in this area. PARAGRAPH 10. If the filter material used in the previous project has not proved satis- factory, we will be glad to recommend an alternate specification. We will provide a structural section after the cuts and fills have been completed. If the City prefers to let the earthwork and paving items in one contract, we could determine the structural section at this time if the borrow V) 0 site can be established by the City. V The questions in your original request, which we did not answer in our /110 V, �l Materials Report, were in areas we could not directly answer for lack of en— �G1 neeri testing equipment and a ©f� r— evaC'k a ava is 1`e at this ffine, or tho ethat we felt were already answered in the construction plans for the adjacent project or covered in the Standard Specifications. We are sorry we did not point this out in our report. In this letter we have tried to provide a suitable answer to each such question. We appreciate your concern in meeting the construction schedule, and will give any further requests for materials data high priority. Our Design and Bridge Section will also be glad to aid your consultant with further design and specification problems arising on this project. Very truly yours, A. S. KOCH Road Commissioner & County Surveyor By: ,E���e1, R. B. VAILE Division Engineer -- Operations RBV:Ynobt cc: Boyle Rngiaeering W. Hartman W MW ' 11111111IF.. ENGINEERING mudww SVMWU ARCHITECTS • ENGINEERS 412 SOUTH LYON STREET • SANTA ANA, CALIFORNIA 92702 KIMBERLY 7 -4471 ADDRESS REPLY TO P. O. BOX 17B To: City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 Attention Mr. Hunter T. Cook Subject: ,jamboree Road Improvement Ford Road to Palisades Road We are transmitting the following: rikRa Description Date: April 18, 1967 Office Ref: 51- 0050 -01 -00 1 Copy of budget estimate No. 2 for Palisades Road improvement r Remarks: The enclosed estimate is sent in response to your request for revised estimates based on plans available at this time. The increase of estimated cost of road work over the previous estimate is attributed to increased drainage work, traffic signal modification, PVC conduit, 4 -inch PCC pavement and 1 "x 6" redwood erosion preventers which were not included in the estimate dated February 10, 1967. RECEIV�0 sh APR 19 197 Copies to: PUBLIC WORKS L;"T. BOYLE ENGINEERING By � Dwight C. Schroeder, C. E. 8603 % • 0 BOYLE ENGINEERING Bakomfield San Diego Santa Me Venture By 4i. IYM ........ ... ...... o SUBJECT .... V.' . ..... --- --- ........ .......... ..... .... SHEET DATE--C , /� �', -T NO. -- .. ... OF-...�� .............. CHKD. 13Y .._.. ..DATE ............. - ........ .... L........ __.............._............... JOB NO... ..................... Aj ZIT .7-47 67 411. z ZI e-� k1 CO 4/0 A;/ 77! 1 6vtlY 1,il� ,-r,4 "y 6, Ale- e7l, a, e. 41 7-5 Z) 37 2, 0 21 r- r � 21 IPCC C6m,-,e 7 22- 0&1--� zo, ,� ., 1pex;-14'ce CX/:/ zs �2f rl-14VII els�l* e, i 7S' LS 1.2 7-5 14S /_ /• 4 30Z F ©/2 & 117 26 4141�1� �14 5 72 3o 71 r{ 7" 19 7 31 la.V e =r, .47 7' 2 32 21 / C - 33 ✓vA✓e;-,,,✓ V, ?r :-7-4 —2 Oes ---------- BOYLE ENGIM—UrRING Bakomfield San Diego Santa Ana Ventnro BY� ........... .... OATE SUBJECT... .. ... ... ...... ..... . ........ ............ . ... SHEET NO ...0 F—; ..... CHKD. BY ................. DATE.- ................ "-5e -el - b ..... . ..... ......... . . . ................... ..... JOB No ..... ...... . ....... 7- Or 7,-- 4)"ie"f 71/7c 4e�rfl"71,1- C,,-� 06 i Is APRIL 4, 1967 ORANGE COUNTY FLOOD CONTROL DisytiCT 1100 WEST 8TH STREET SANTA ANA, CALIfORMIA ATTENTIONS MR. H.G. OiBORNE CMIEf ENGINEER SueJECTi COOPERATIVE FINANCING AGREEMENT FOR THE PARALLEL JAMBOREE ROAD BRIoGE OVER SAN DIEGO CREEK GaNTLEMEMS TRANSMITTED FOR YOUR INFORMATION IS A COPY OF CITY Of NEWPORT BEACH DRAWING NO. "101+SF ENTITLED "PRELIMINARY LAYOUTS SECOND JAMBOREE ROAD BRIDGE OVER SAN DiE00 CREEK*.�,TH1G DRAWING SHOWS THE CONCEPT of THE PROPOSED BRIDGE TO CARRY THE TWO NORTHBOUND LANES. YOU WILL NOTE THAT THE GENERAL CoNfiOURAT1oH IS SIMILAR TO THAT OF THE FIRST SRIDGEj MOWEVERp IT IS PROBABLt THAT THE DECK WILL BE POURED IN PLACE ON THE NEW BRIDGE RATHER THAN PRECAST. /09 (v WE UNOERSTANo THAT THE DISTRICT WOULD PREFER A FINANCING AGREEMENT SIMILAR TO THAT USED FOR THE FIRST BRIDGE. If AOREEAGLCo IT IS MCOUCST90 THAT YOWL OFFICE PREPARE A DRAFT AGREEMENT FOR REVIEW. A DETAILED COST ESTIMATE FOR THE NEW BRIDGE WAS MOT YET SEEM PREPARED) HOWEVER" THE ESTIMATE WILL BE AVAILABLE IN TIME FOR PROCESSING THE FINAL AGREEMENT• IT is ANTICIPATED THAT THE DI;TRICT'S SHARE WILLS DE SOMEWHAT LESS THAN THE FIGURE OF $170#000 MENTIONED IN THE EMSINcER'G REPORT PREPARED BY THE DISTRICT. CONSTRUCTION Of THE NEW BRIDGE IS INCLUDED IN THE 1966-67 ARTERIAL HIGHWAY FINANCING PROGRAM PROJECTS; IT MUST TIR:REfoRE BE ADVERTISED PRIOR TO JOK 3D, 1967. WE HOPE TO HAVE ALL AGREEMENTS EXECUTED APPROXIMATELY ONE MONTH PRIOR TO THAT TINE. x PAGC Z ` SUBJECTI JAIIBORcc ROAD BRIOGE WE WILL BE GLAD TO ANSWER ANY QUESTIONS OR TO IKET WITH YOUR STAFF IF DESIRED. OUR PROJECT ENGINEER FOR THIS WORN Is HUNTER T. COON. VERY TRULY YOURSO JosE'N T. DEvLIN PUBLIC WORKS DIRECTOR awl MAJ ROUTE T0: V* The Irvine Company Irvine, California Mr. Gordan Jones Subject Listed Below I print `. CLIENT N0. %01 low FILE IDENT.__ _ _ C&-" . CROSS-FILE�� March 22, 1967 51- 0050 -01 -00 Cross section; Station 181 + 50 to Station 182 + 00 showing bank excavation in vicinity of two houses an Jamboree Road. 1 -9 Sheets Cross section; Station 94 + 57 to Statior. 160 + 00 showing fences to be removed and discussed with Mr. Jack Rozeen of your office. These cross sections also show cuts and fills on Irvine property behind the right of way line 66 -feet from center line. sh nv Don R. Rooke r I e AERONUTRONIC DIVISION PHILCO -FORD CORPORATION FORD ROAD NEWPORT BEACH. CALIFORNIA ATTCHT10111 MR, R.E. HADDON APRIL IT. 196T SVOJEtT: IMPROVEMENT or JAMBOREE ROAD AT AERONUTRONIC ENGRANCE • PORTION OF CONTRACT 1096 YOUR PROJECT "3 QENTLMENI ENCLOSED FOR YOUR REVIEW AND APPROVAL ARE THE ORIGINAL AND TWO COPIES OF A REVISED DRAFT OF THE SUBJECT AGREEMENT- THIS DRAFT INCORPORATES THE CHANGES REQUESTED IN YOUR LETTER OF APRIL 58 1967, PLEASE HAVE ALL COPIES Or THE AGREEMENT eXECUTtD BY AEROMUTROMIC AND RETURN THEM TO THIS OFFICE FOR ACTION BY THE CITY COUNCIL. A COMPLETELY EXECUTED COPY WILL BE RETURNED TO YOU FOR YOUR ►ILEB. HTCINAJ ENCL% VERY TRULY YOURS HUNTER T. COOK PROJtcT ENemacit i 1 CITY OF NEWPORT BEACH CITY ATTORNEY DEPARTMENT April 17, 1967 To: Public Works Director (Attu.: Hunter Cook) From: City Attorney Subject: Agreement for the improvement of Jamboree Road from Ford Road to Bison Avenue Transmitted are the original and two copies of subject agree- ment with Aeronutronic Division of Philco -Ford Corporation. Page 2 has been retyped to make the revision you requested in paragraph 4. /c� �/ T11,Y our City Atto THS :aem Atts. I ARCHITECTS • ENGINEERS 412 SOUTH LYON STREET • SANTA ANA, CALIFORNIA 92702 KIMBERLY 7 -4471 ADDRESS REPLY TO P. O. BOX 178 To: City of Newport Beach Public Works Department 3300 Newport Blvd. Newport Beach, California 92660 Attention Mr. Hunter T. Cook Subject: Jamboree Road Improvement Ford Road to Palisades Road We are transmitting the following: No. opies Description Date: April 11, 1967 Office Ref: 51- 0050 -01 -00 1 print Sheet 2, Typical Sections; and Sheets 4 -12, Plan and Profile of Jamboree Road. 1 Plan and Profile of 12 -inch water line to Ford Plant showing proposed change in grading to protect pipe in place. RFrFIVED APR 1:1967 Remarks: PUBUC WORKS DEPT. Prints have been sent to the Southern California Edison Company, The Southern Counties Gas Company and the Pacific Telephone Company for information. Please review the enclosed drawings for adequacy as regards to water and sewer lines and appurtenances. The enclosed sketch indicates that the 12 -inch water line to the Ford Plant can remain in place by a slight adjustment in the toe of cut slope which will not be noticeable in this project. sh Copies to: BOYLE ENGINEERING B y Don R. Rooke, C. E. 7174 0 BY - - - -- ........ DATE.AM7. CHKD. BY .. ........ ..... DATE ........................ 0 BOYLE ENGINEERING Bakersfield San Diego Santa Ana Venture SUBJECT ...... �tlz .,- . . ....... lz_' ........ .... . ...... .. ....... . ... 71D, , ... ......... . .......... . .... . ...... . ........ V.7 TY SHEET NO ..... . —..-.OF ..... . ..... JOBNO ....—..._r.._..__....____._.._. A tb vj Alf 1243 a2'47' 70C e'aAlefP44 eY 2 v7 I i o. �a p lop �. 13 A-1 2.Go zoo 0 / /oG , G Z rz .�•� /gu•s.z p�6? a fs� 1232 7 �, t� 171,17 /OG y�o 13 A-1 2.Go zoo 0 / /oG , G Z rz .�•� /gu•s.z 1232 7 �, t� 171,17 ENGINEERING ® ARCHITECTS ENGINEERS 412 SOUTH LYON STREET • SANTA ANA. CALIFORNIA 92702 . KIMBERLY 7.4471 ADDRESS REPLY TO P. O. BOX 176 To: aclfic Telephone & Telegraph Company as{$a oa ou evar Newport Beach, California 92260 Attention Mr. Brent Harrington Date: April 11, 1967 Office Ref: 51- 0050 -01 -00 Subject: Jamboree Road Improvement Ford Road to Palisades Road, City of Newport Beach We are transmitting the following: No. Copies Description 1 print Sheet 2, Typical Sections and Details, Jamboree Road 1 print Sheets 4 -12, Plan and Profile, Jamboree Road Remarks: These preliminary drawings are for your information and use in connection with planning future telephone system improvements as well as relocation of existing facilities that may interfere with the Jamboree Road improvements. BOYLE ENGINEERING sh CW4qstWW T. Cook By — Don R. Rooke, C. E. 7174 • ENGINEERING a 412 SOUTH LYON STREET C c=iof4p ARCHITECTS S ENGINEERS SANTA ANA, CALIFORNIA 92702 KIMBERLY 7 -4471 ADDRESS REPLY TO P. O. BOX 178 To: Southern Counties Gas Company Date: April 11, 1967 M7770t7 State College v . Anaheim, California Office Ref: 51-0050-01-00 Attention Mr. Harold Weaver Subject: Jamboree Road Improvement - Ford Road to Palisades Road, City of Newport Beach We are transmitting the following: No. DescriDtion 1 print Sheet 2, Typical Sections and Details, Jamboree Road I print Sheets 4 -12, Plan and Profile, Jamboree Road Remarks: These preliminary drawings are for your information and use in connection with future planning for rerouting your gas line northerly of East Bluff Drive. Drawings of the two - lane bridge will be furnished to you as soon as completed. sh Copies to: Mr. PkWw T. COA P R 0 F E SS.1 0 N A L BOYLE ENGINEERING By Don R. Rooke, C. E. 7174 I. G Ai N.D __A'R C...H.1'T € c.T LF, it A L =R-%V' lJ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: L.rnoiC IN PERSON II FIRM: TEL,, JELCON 1' I To: . .-, F IRM: ©CSR 7 TEL. NO., INIT DATE I P.W. DIRECTOR ASST.P.W. DIR. UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. SUBDIV. . ENGR DESIGN E R. CO -OP. PROJ. ENGR. FIELD ENGR. .SECRETARY SUBJECT: ✓Af�3o¢c�la �oa.�� - ro�`�a,,.�s,ao c.s FILE: C- tL7°tlr DATES OUTLINE OF INFORMATION RECEIVED 1-1 GIVEN �Oalr /2t -ra7 2,36? �s� � =02- IZ ✓n ,,,,emu o � 1Z'Tt..a A M :7 1-2 - o •'z. Q c=. C ® 9-c v, 4at1 0 R r i o if a o i (?O9 li_ ry kA n s T'iYx. Qc q g t. -, it w c� VA���s ACTION REQUIRED PERSON RESPONSIBLE NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY „C„ IN NO. BLOCK. DATE DUE • CITY OF NEWPORT BEACH CITY ATTORNEY DEPARTMENT To: Public Works Director (Attu.: Hunter T. Cook) From: City Attorney April 11, 1967 Subject: Cooperative agreement with Aeronutronic Attached are the original and two copies of subject agreement. Pages 2 and 3 have been retyped to make the revisions requested in your memo dated April 6, 1967. Upon execution by Aeronutronics, please return the agreement to this office in order that we may prepare the necessary resolution authorizing execution on behalf of the City. THS:aem Atts. Tully Seymo City Attorney a • �y�Ultr ENGINEERING ARCHITECTS • ENGINEERS 412 SOUTH LYON STREET • SANTA ANA, CALIFORNIA 92702 KIMBERLY 7 -4471 ADDRESS REPLY TO P. O, BOX 170 To: City of Newport Beach Date: April 11, 1967 3300 Newport Boulevard Newport Beach, California 92660 Office Ref: 51- 0050 -00 -00 Attention Mr. Benjamin B. Nolan City Engineer Subject: Contract between City of Newport Beach and Boyle Engineering for design plans and specifications in connection with Jamboree Road We are transmitting the following: No. spies Description 1 Original Certificate of Insurance Remarks: Apparently our insurance agent inadvertently mailed the original certificate to us rather than to you. You will note that the policy carries an expiration date of April 30, 1967; however, the policy is on an automatic renewal basis. R Fr. FIVED APR 12 1961 Copies to: 'PUBLIC WORKS DEPT. BOYLE ENGINEERING By aicc' nstance ris y, ecre - reasurer 1 • 0 �• ra GONTINENTRL GRINTY COMMY 310 SOUTH MICHIGAN AVENUE CHICAGO, ILLINOIS 60604 MEMORANDUM OFINSURANCE To: City of Newport Beach Date: February 24, 1967 The following policy has been issued by the Continental Casualty Company and is in force at the date indicated below: Name of Insured: BOYLE ENGINEERING, A CALIFORNIA CORPORATION BOYLE ENGINEERING ASSOCIATES, INC. Address of Insured: 412 South Lyon Street P. O. Box 178 Santa Ana, California Policy No. RDAE 9493464 AGGREGATE AMOUNT PAYABLE ARCHITECTS' AND ENGINEERS' PROFESSIONAL LIABILITY Effective Date April 30, 1966 $1,000,000.00 Expiration Date April 30, 1967 This memorandum is issued as a matter of information only and confers no rights upon the holder. By its issuance the company does not alter, change, modify or extend the provisions of said policy and does not waive any of its rights thereunder. In the event of cancellation of the insurance as shown herein, the company will make every effort to give notice by mail to the holder at the address stated herein, but the company assumes no liability for the failure to give such notice to the holder of this memorandum. Dated at: Washington, D.G. CONTINENTAL CASUALTY COMPANY VICTOR O. SCHINNEREERR & COMPANY, INC. This 24th day of February 19 67 By' Authorized Representative Sm ♦ CNA 60NTLNENTFLL NFLTLONAL 9MER1691V 6ROUP Q1. 40115 -A 0A ! 1 print Sheets 4-12, plan and profile, Jamboree Rood 1 print Sheet 2, Typical Sections and Details, Jamboree Rood Remarks: The enclosures for the widening of Jamboree Road to the ultimate width of 66 -feet from centerline to toe of cut or top of fill slope. These plans are sufficiently firm for your company to proceed with preliminary engineering of relocation of overhead and underground facilities. You are requested to check each location where these plans show underground construction. Advise us of any corrections that should be made in the indicated location of underground coodults. BOYLE ENGINEERING RECPR F_ IYED gtpies to: By .�G a ��.• � %� /A ' 1967 City of Newport Beach Don R. Rooke, C. E. 717PUBLIC WUW j)M Attention Mr. Hunter T. Cook • P R O F E S S.IONA.L ENGIN €.ERIN'G ANQ A RGNt A -� ,- f NGIN;ERING ARCHITECTS a ENGINEERS 412 SOUTH LYON STREET SANTA: ANA, CALIFORNIA KIMBERLY 7.4471 ADDRESS REPLY 'TO P. O. BOX 178 TO: Date: Southern California Edison April 10, 1967 538 Main Street Huntington Beach, California Office Ref: Attention 51- 0050 -01-00 Mr. E. T. Olsen Subject: Jamboree Road Improvement We are traFord. Rpod Road in 1Vswport Beach . the foliowln 9 g: No. Copies Description 1 print Sheets 4-12, plan and profile, Jamboree Rood 1 print Sheet 2, Typical Sections and Details, Jamboree Rood Remarks: The enclosures for the widening of Jamboree Road to the ultimate width of 66 -feet from centerline to toe of cut or top of fill slope. These plans are sufficiently firm for your company to proceed with preliminary engineering of relocation of overhead and underground facilities. You are requested to check each location where these plans show underground construction. Advise us of any corrections that should be made in the indicated location of underground coodults. BOYLE ENGINEERING RECPR F_ IYED gtpies to: By .�G a ��.• � %� /A ' 1967 City of Newport Beach Don R. Rooke, C. E. 717PUBLIC WUW j)M Attention Mr. Hunter T. Cook • P R O F E S S.IONA.L ENGIN €.ERIN'G ANQ A RGNt A -� ORANGE COUNTY FLOOD CONTROL• DISTRICT P* G. Box 1076 SANTA ANA, CALIFORNIA N. G. OSBORNE CHIEF ENGINEER TELEPHONE: 834 -2300 400 WEST EIGHTH ST. AREA CODE 714 SANTA ANA, CALIFORNIA, 92702 APR 7 1967 FILE No. F05.21 Mr. Joseph T. Devlin Public Works Director City of Newport Beach 3300 West Newport Boulevard Newport Beach, California Dear Sir: This is in reply to your April 4, 1967 letter about the second Jamboree Road bridge over San Diego Creek and the districts partici- pation in the project. In accordance with the request of your letter, we are proceeding in the preparation of an agreement for your consideration. This is being done on the assumption that the Board of Supervisors will approve the $150,000 included in the 1967 -68 Pay- As- You-Go Construction Budget. A current analysis of expenditures and receipts indicates that the budgeted amount for this project could be paid out some time in December 1967. It is hoped that you will be able to fit this into your own finan- cing capabilities. RIGID= Very truly yours, /V k I H. C. Osborne, Chief Engineer RECFIVE® APR 1 : MI A BOYLE ENGINEERING /_!Z Bakenflold San Diego V Santa An Venture BYA91?�? .... .......... DATE-.�,/f SUBJECT ...... L1:... ..... SHEET NO ..... CHKD. BY_ ........ ......DATE.._........_......._. ...... ..... JOB NO .— _._._.__...._.._....._...._. Ile-.1;7,f ell 114v1_4— 0,'e A /0 A, tel le_;� lille?e E4 0 x fe 6" .5,00 BOYLE ENGINEMING Bakersfield San Diego Santa Ana Ventum ......... ......... .............. - ....... . SHEET NO- ............. OF BY ....... --DATE.-- ................... SUBJECT.... CHKD. BY ....... DATE ....... ......... .............. .. ............... JOB NO ........ .. . . .................... . ......... ve 60 r v f -0 -T i0l IV it Ala z 02 ey s4vt off Id ev Aii c al).--e 6-1,o; <r .3. CXlo Av 7e, It n, w 44e' A, I-a d 12 W sirs 11,7e- UNTY OF V • A. 5. ,OCH gOAO COMMIS SIONEP AN. [OVHTY SURVEYOR L. MCC ON VIIIE R. V. WISE ASST. ROAD COMMISSIONER DERV TY COVNTY SVRVEYOq AND SV RVEYOP R. B. V AIEE W. L. ZAUN ..VISION ENGINEER - OPERATIONS gFfVSC OI SPOSAL EH GIN EEq RANG E M. t. STORM DONIS BARRETT ..VISION ENGINEER - ENGINEERING BV SIN E55 MANAGER TELEPHONE: 834.3656 U AREA CODE 714 ROAD DEPARTMENT ENGINEERING BUILDING 400 WEST 8TH STREET SANTA ANA, CALIFORNIA 92701 April 3, 1967 Mr. J. T. Devlin City Engineer City Hall 3300 No Newport Blvd. Newport Beach, California Reference: Jamboree goad Dear Sir: At the request of Mr. Rooks, of Boyle Engineering, we have taken corings to determine the existing structural sections at the following locations: Location Sta. 101+009 32' E/c /1 Sta, 106+009 32' E/c /l Sta. 113+009 32' E /c /l Sta. 115+109 c/1 Ste. 115+509 30' E/c/1 Sta. 115 +509 41' E /c /1 Sta. 119+509 c/1 Sta. 121+009 321 E/c 11 Sta. 122 +259 32' E/c /1 Sta. 123+00, 32' E/c /l Ste. 125 +309 c/1 Sta. 126 +719 c/1 Structural Section 1j "LC /1 * "AB 1, "AC /N.S. 4"AC/1® "AB rAC /6 "" AC /8 "AB 3- 3 /4 01C /6 0AB 7- 3 /4 0AC /8 "AB 4- 3 /4 "AC /11 "AB 4 "AC/Treach Bkfl. 2 "AC/d.So 3- 3 /4 "AC /7 "AB 4 "AC /8 "AB At the Ford Plant entrance the structural section change from 36- 2 "AC /NS to 5 "± AC /8" +0 appears to be at stations 115 +50 and 121+90. r RECFIVED APR 7 1967 nV:FFL:bt cc: D. loeke, Boyle Eng. Very traly yours, A. S. KOCH load Commissioner do County Surveyor By: R. B. VAILS Division Eagineer-- Operations : MR. A.S. Koem, ROAD CGNMIOSIoNER ORANGE COUNTY ROAD OEIARTNCUT 400 WEST 8TH STREET SANTA ANA, CALiroRNIA ATTENTION: MR. F.F. LABELLt ,. AW APRIL 7F 1967 SUGJECTI FOUNDATION IMVt3TIGAT1.Mi FOR AWP PROJECT 3m, Impite CMEMT or JANOencilsAO NOON FORD ROAD TO PALISAOCG ROAD GENTLEMCMI TNC NATta ms RttORT roR AWP PROJECT W, DATED MARCH 21, 1967, MAO KEN RCCEIVCD AND TRANSMITTED To OUR CONSULTANT FOR TUC O"witCT, BGYLE ENOINCtRING, 8"LE *AS RCOUtSTED CC*TAIN ADDITIONAL INFORMATION TO CMASLE THEN TO COMPLETE DESIGN. A COOP or TNtIR LETTER OYTLINIM4 THE INFORMATION RCOUKVM 12 TRANSMITTED FOR REFtRCNCt. IT A►PCARS TUAT YOU MAY NOT NAVE MAD AVAILABLE ALL or TUC Sof"- IN►ORMATION OBTAINED FOR THE PREVIOUS BRIDGE PROJECT. THE CONSULTANTS ON TMATPROJECT, PORTER AND O'BRICM, MARC MINE ADDITIONAL SORiMW IN TUC BRIDGE AREA, THUG PROVIDING VERY COMPLETE AMD 09TAILCO INFORMATION ON rOUMATION CONDITIONS ►Olt TMC BRIDGE• TWO COPIES or THOSC BORING LOGO ARE TRANSMITTED ro* "VeRENCE. SCCTIGN VIII Or YOUR REPORT RCCWMNDS THAT A PILE TCST OE CONOWCTCO, IN VIEW OF TUC CxTtNO1Vt SOILS INFORMATION AVAILABLE, AM TWO KTTLCM OT AND PILE DRIVING INFORMATION OBTAINED ON TUC PREVIEW PROWCCT, IT DOES NOT AP►CAR TWAT TUC PILE TEST WOULD K NtEKO. 31/NL6rs AWP PRO #CT W 5F e PAGE 2 WITH REOARD TO THE ADDITIONAL $OIL$ INFORMATION UMMSTLD, IT 15 HOPED THAT THIS IM/ORMATION CAN DE SUPPLI90 AS $000 AS POSSIBLE $0 THAT THE PROJECT SCNEOBLC CAN OE MET. IF IT AVMMS THAT A SUBSTANTIAL AMOUNT Or TIME WILL ME IKEOEO TO PROVIDE THE INFORMATIOMv IT WILL PROBABLY GE NECESSARY TO 094NOT THAT AUTMORItAT10M 4t SECURED TO EXTEND THE DEADLINE FOR ADVERTIs11N THE P>10,IECT OEVOIMI .im 30a 1967. WE WILL DE GLAD TO MEET AT YOMR COMVENItOCE TO DISCUSS THIS MATTER AFTER VOU NAVE REVIEWED THE ENCLOSft�.MATERIAL. VERY TRULV TOURs, kWAN 1 N B. NOLAN C /TV ENOIIiER 1;%i� 412 SOUTH LYON STREET To: City of Newport Beach 3300 Newport Blvd. Newport Beach, California Attention Mr. Hunter T. Cook ARCHITECTS • ENGINEERS SANTA ANA. CALIFORNIA 92702 KIMBERLY 7.4471 ADORE55 REPLY TO P. O. BOX I7B 92660 Date: April 6, 1967 Office Ref: 51-0050-01-00 Subject: Jamboree Road Improvement - Ford Road to Pal i sades Road We are transmitting the following: No. opies Description 1 copy Cost estimate of water system modifications required by the widening of Jamboree Road. 1 copy Plan and profile of drainage at Station 164 +80 showing proposed catch basin and 15 -inch R.C.P. storm drain crossing the westerly half of Jamboree Road which is now under construction. Remarks: The elevation of the 18 -inch water line was obtained from construction drawings. These elevations should be checked before commencing construction of the storm drain. sh Copies to: BOYLE ENGINEERING By Vvn �1La Don R. Rooke, C. E. 7174 .IC WORKS APRIL 60 196T CITY ATTIMMY PVOLIC WORKS DEPARTNCNT COOPERATIVE AGREEM)tIR WIN AERONUTROIIIC .p AcRoNUTRONIC MAs ONCt AGAIN nowsT[o REVIs1oN TO TNC suSxCT AGRECIICHT. A COPY OF TNCIR LCTTCR or APRIL 5 LISYING SPtC1AL CMANGCS IS ATTACNCD FOR YOUR INFORMATION TO"TNER WITH TNC ORAIT AmcIRRIr+ TNcY ASSIMC us THAT TNtsc ARC THt LAST CHANGES THEY CONTEMPLATE. PLEASC HHAVC-TNC REVISIONS REOVCSTCS SY PARASRAPM Or THEIR LETTER AND RETURN THE DRAFT TO NE FOR RE•TRANSNITTAL TO TNCN. NTCIVR NUMTER T. Coon PROdcCT EMGINctR 6 6 c::�- io 9G APRIL 6, 1967 BOYLE ENGINccwte, P.A. Box 178 SANTA ANAL CALIFORNIA ATTENTIONt MR. DMIONT SCHROtstR Susit cTS JAMsOAEt ROAD BRIDGE (CONTRACT 1096) GENTLEMEN$ As DlscussEO WITH YOU APRIL 4,0 THE RECOMIItNDATION TO DESIGN THE SECOND BRIDGE AS A FLAT SLAB WHICH YOU OUTLINED IN YOUR LETTER Or APRIL Zp HAS BEEN APPROVED AND YOU MAY PROCEED WITH FINAL DESIGN. THE "OUT TO OUT" WIDTH OF 36' WILL st MAINTAINED, MoWEVERt THE P[D- ESTRIAN WALKWAV SHOULD st ELIMINATED. THE CXTCRIOR (EASTERLY) RAILING SHOULD SE TYPE 2 AS PICTURED IN SECTION 1 -1$.3 or THE Division OF HIONMAYs BRIDGE PLANNING AND DESIGN MANUAL. SPECIAL CONGODCOAT14M SHOULD DE GIVEN TO THE METHOD OF COHTDOLLING TRAFFIC DURING CONSTRUCTION. ONE LANE OF THE EXISTING PARALLEL BRIDGE MAY BE CLOSED TO TRAFFIC IF A SUITABLE OCTOURp SUCH AS THE OLD ROAD# IS AVAILABLE. IF MOT# 04 LANE MAY St CLOSED BETWEEN THE HOUts OF 9t00 A.N. AND 4500 P.N. PROVIDED FULL TIME ►LAOMEM AND ADEQUATE WARNING DEVICES (SIGNS# BARRICADES ETC.) ARE PROVIDED TO ALERT APPROACHING VEHICLES. THE SECOND LANE MUST K AVAILABLE FOR THROUGH TRAFFIC AT ALL TIMES. TNtINTtNT IS TO ALLOW THE CONTRACTOR MAXIMUM LEEWAY TO USE HIS INGENUITYN WHILE AT THE SAME TIME KECPIMO INCONVENIENCE TO THE TRAVELLING PUBLIC TO A "A*IMUN. ALL BARRICADING MUST K PERMANENTLY ILLUMINATED OR REFLECTORIZED. THE sPECIFICATIOns SHOULD INCLUDE A NOTE TO THIS EFFECT. SM CAD IT REFLECTIVE PAINT OR SCOTCHLITC REFLECTIVE *MEETING ARE REPRESENTATIVE or SATISFACTORY MATERIALS FOR THIS PURPOSE. VERY TRULY VOURSp HUNTER T. COON i PROJECT ENGINEER HTCtNAJ 412 SOUTH LYON STREET March 31, 1967 ARCHITECTS • ENGINEERS SANTA ANA, CALIFORNIA 92702 KIMBERLY 7 -4471 ADDRESS REPLY TO P. O. BOX 178 Public Works Department City of Newport Beach City Hall Attn: Mr. Hunter Cook Gentlemen: Re: Jamboree Road We are submitting an outline report containing a summary of bridge selection and design data for your review. This data includes a recommendation to construct a cast -in -place concrete slab bridge. This bridge type is found to be competitive in cost with other types and provides maximum compatibility with the existing bridge. Cost estimates are preliminary in nature, and supporting calculations are included for your review. Based upon this recommendation, we are prepared to proceed with the final design with plans and specifications ready for review about the first of May. Very truly yours, BOYLE ENGINEERf�ING` C6 Dwigh�Schroeder C.E. 8603 Encl. tm (51- 0050- 01 -00) RECEIVED APR 3 1967 PUS WOW DEPL CITY OF NEWPORT BEACH JAMBOREE ROAD - FORD ROAD TO PALISADES BRIDGE SELECTION AND DESIGN DATA I. Bridge Size and Clearance. A. Length - 8 spans at 42' = 336' B. Width - Initial, 36' out to out, providing two -12' driving lanes and 7' pedestrian way. - Ultimate, 52' out to out, providing three - 12' driving lanes and 7' pedestrian way plus 6' buffer zone (See typical sections). (Note: Further consideration should be given to 6' buffer zone in ultimate construction. This possibly should be decreased to 2' or increased to 81.) C. Minimum soffit elevation - 201. D. Waterway area to be maintained: Elevation 4', invert; Elevation 16, maximum water surface. II. Bridge Types - Advantages and Disadvantages. A. Cast -in -place Tee - girder 1. Minimum overall depth = 36" 2. Minimum quantity of concrete and steel but forming of girders, pile caps, and diaphragms more complicated. 3. Void areas between girders not pleasing in appearance and potential nesting area for birds. B. Cast -in -place slab bridge. 1. Minimum depth - 21" - matches existing bridge. 2. Maximum quantity of concrete and steel but forming very simple and steel placement simple. 3. Flat slab design eliminates pile caps and smooth soffit matches existing bridge. C. Pre -cast, prestressed I- girders with cast -in -place deck. 1. Minimum depth 3' -6 ", using standard sections. 2. Requires pile cap and diaphragm cast -in- place. 3. Soffit recesses, same as Tee - girder bridge. 4. Greater depth and least conformance with existing bridge. 5. Discarded from further consideration as not esthetically compatible with existing bridge. III. Cost Estimate. A. Cost of bridge greatly affected by ease of access to site and development of work area for driving piles and placing concrete. In these cost studies it was assumed that the bridge - 2 - • currently under construction, or at least one lane of it, can be used as a platform for pouring concrete and placing steel onto forms. It was also assumed that the surface under the bridge could be filled or otherwise developed for access for pile driving equipment and for placement of shoring for formwork. B. Tee - girder bridge - construction costs. Superstructure $114,100 Substructure 50,400 Site development and incidentals 10,000 Total $174,500 C. Slab bridge - construction costs. Superstructure $105,200 Substructure 593400 Site development and incidentals 10,000 $174,600 IV. Recommended Bridge Type. A. The poured -in -place concrete slab bridge is recommended because of its favorable cost comparison, simplicity of form, compatibility with existing bridge, and probably shorter construction time. V. Design Criteria. A. Code - AASHO, 1961 B. Loads - H2O -S16 and Alternative C. Railings - Same as existing bridge D. Utilities - 8" gas - Southern Counties Gas Co. to furnish or pay for support brackets. E. Piles - Load values from soils report Consider Class I pre- stressed concrete and alternatives. VI. Specifications. A. Refer to State of California, Division of Highways, Standard Specifications, 1964, for concrete, reinforcing, piling, metalwork, etc. B. Construction and work requirements. 1. Allow contractor to occupy one lane or entire existing bridge during regulated hours and days for placement of concrete, reinforcing, etc. 2. Allow contractor to obtain material from borrow site at his cost to prepare work area below bridge from which to drive piles and support formwork. Allow placement of culverts in temporary fill to pass storm flow. Allow fill to be placed to maximum elevation +10, and left in place at job completion, except for one -3- 0 span to be opened to original elevation for water passage. 3. Allow placement of temporary timber piles for support of shoring. Piles to be removed upon completion or cut -off below elevation 3.0. 4. Bridge contract to be a part of roadway contract. Abutment piling probably should not be placed until abutment is in place. This will probably mean that no bridge piling can be placed until after abutment fills are in place. The alternative is to place piling concurrently with abutment fills, leave abutment piling until fills are complete, and making a second pile set up for abutment piles. VII. Substructure. 1. It is anticipated that Class I (15" dia.) precast, prestressed concrete piles will be selected. Prestressed concrete affords maximum protection for reinforcement. Cost comparisons will be made with other pile types and with piles combined with cast -in -place pile extensions. BOYLE ENGINLEPJNG RW IN W BY..._ ..... ..... CHKO. ' BY......... �_ g 0, Az 7.3 v t7 ta W c Q Z: D ccv- AREA -3 X 'I t-,= 36 x 7.j S-001, L) LT i �Ar G SLAR Vctv..m-S 7S v 17,100 Z too c;: c, 7..85 LAS X.. 17, y 4eo 11 3 Z e-v, 7-// IL J., 1).16_ 52 CAP T.K ."S7', x f C-1, cy SLUE: 1 1- 34.2 1? 1 Z 41 -7 1134.. Cy IV A 1119 C'-. I,= 5 1,-76'x PZ(37�-3-3r.) C41 FIST SSA fj SAMC AL 'G F- C, K. '%Z E A PILL- GAP. 7. 1''+ S" c 17.S 13'/4 J; F 413 -L sly'Kfvr: o.'/,r 1340 C' BOYLE ENGINEERING BakersRold San Diego Santa Ann Ventum BY. ..._.._ ........................ ...DATE........................ SUBJECT .......................... ...... ........ ..... ------ ------ ------- . ...... .... SHEET NO...... ._....OF.._..._- ..._...__ CHKD. 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A.P. of p<<E s 3 SAY Io s Lj N.....4� -c Ji :TN 3(0' Sgt 34 7-0 7'4 Ile Aoo TOT44 SZ Tor' 1 E vA g9uT S 2 to A) T* A3ur v A S .23 8 ¢_ BOYLE ENGINEEMI-113 Son Diego Smnin Am- Ventura ey..._ _._......DATE.... ...... SUBI J EC. T % -- :. --------- - - ------------ . . ............. SHEET NO..... .. ----- - -_-------- CHKD. BY___.DATE._ --- r %... JOB U r4 4 W to —k t, (-A r:L 820 4. I yl I z 61 j . 5cD Co li C. 31 100 CZ cl 0 TO C) (o I p y L �r_ 7 0 .J S;7Fk� tt'T 400 -rT X�% FO s le, 3-c-" 14&0 jZ' T -7 Q - Al ....... .... • Pt u I'D _35- 'Z 2 ........ ... L c Co. & QZ_ Z4,4oi-_ 4 -- ----- j. BOYLE ENGINEERING Saken9ald San Wag* Santa Ana Ventura Sy__ ....................... SUBJECT__..... ... _ ... ........_ ...... _ ... ..._... ...._...----- ._ SHEET NO.- ._�_...OF .......... .........._ . CHKD. BY...... ..__....DATE...........__.. ..... `_ ....... :... ------ .......:___:-________ ..._____..._..___�___.�r:...:.. 70B NO.— _�._.— _...___...._._ ,L ' G'kF 15, S��` 7'.- L r- 5,S"_ z7l,0 5 "0 z V�3„ �. T�tCtp ( GA NA A_4m,"G— ?3G l.F 10 6A O 6b X 1 Tyaz = Q 9f1 SA-(, to _ ,.' „_ _ _ - _ 10 fIX7iG = 3yt0�C �, ,•'n ? i 1 L�r? 6A r_1 rL 1I-n_i � - p "roo K 3 ?:a . 2 700 . . PE?'ES TRIAS (ZA J.t Aj IS.00 , ..: ri all .. i.. GOJdGRETc IZ4 tL �- SCO7D .. .. .. .... � .. ... ., ,AA, C Ta L RA 1C.5 4 (o, Sao I ✓1a�k -5 .. .:..J S..gsYittj ¢G g Sq, A, oo 51 V Pa EPARA714 IJ to 1 0 00 :.. �.r r.•:y((db -�-i� .I�:n fvrfbv�u+'�::ani.M.._.i>� fi v✓!iSiu'Tl "l.ti!Y�'w.ka.c2T +`� {4 igt7a•ue`2�^.�dY�S APB. °.:�]34Y�"hl —`L:� �.u. ... BOYLE ENGINEERING -'; - Bekeniold San Diego Santa Me Ventura '.` BY........ .... ..... DATE ................ _...... SUBJECT ......... ........ ...... ......... ._ ... .. _.__._.._ SHEET NO.:.:L....OF__ ......... —`_ _.. -_ . - CHKD. BY__ ..... 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BY........._ ................ ..........DATE.._._.......__.._ SUBJECT ..._._.._........_.._._....._. ......._.. ........._.......c.__�.____.�._ SHEET' NO...__....Of°__.._.5....__.- CHKD. BY.__ =....DATE.._.._..__..._ __._... ....... ____ ........... _._.. ......... — ..__.._ __.___._ __._ ..JOB NO._.— ...___.......__ G t0.0C l� oof Drn� 3;o cy L ? D t 33 30 f 83� boo Gout, F•ct -..5. jr 5r t 37, Soo "LOO. -. GG•J G2t:e ^L5 7QL ia-4[C.[�J 6 `'..S•AM� .. -.' -. ...�'. 101 Roo W7 OT GouLiC -Tu NOW 110 wa toll 33ZUx _ .'Scan SAVt iwi PI•. tU 1. .��i @ � 10 prt.'ES .. . _ F �ytSw ST X571 '.. z9.o cFe lO,oa _ 29 {DO c A2eu.[ Sz 4 {-DP = to P =o ' $ur2 St tucrc2G QI {4�0%O � -. °Suq 5'rflvc Vl i¢ .: #. Sa,a_aa ✓G >t4[' 7J 070 - WE till 11d 410 J 412 SOUTH LYON STREET April 4, 1967 • el /_,v(, @on&ultA8 gnoimm ARCHITECTS • ENGINEERS SANTA ANA, CALIFORNIA 92702 TELEPHONE (714) 547 -4471 ADDRESS REPLY TO P, O. BOX 178 City of Newport Beach 3300 Newport Blvd. Newport Beach, California Attention Mr. Hunter Cook Gentlemen: 92660 Jamboree Road We have reviewed the Materials Report dated March 21, 1967 submitted by Mr. F. LaBelle, Materials Engineer, County of Orange, to your office in response to your letter addressed to the Road Commissioner on December 23, 1966. It was anticipated that this report would include data in three general areas described in your letter of December 23, 1966, namely; A) general soils, construction and design data; B) construction of embankment at approach to bridge at San Diego Creek; and C) bridge foundation. The first sentence of the report states: "This report has been prepared to present the findings of a foundation investigation for the proposed northbound Jamboree Road bridge across the San Diego Creek...... ". This would imply that only portion C of your request is included and an additional report is to be filed concerning the other areas of concern. However, the report does contain some data and recommendations on the construction of embankment for the approach fill to the bridge. Do you expect to receive an additional report covering the items requested but not yet reported upon? Section VII of the report states that an effort should be made to duplicate the 20 -inch square piles placed at the existing bridge and that Class I, 45 ton bearing capacity piles were considered. Our preliminary designs indicate that 15 -inch octagonal piles, conforming to Division of Highways Standard Class I piles, will be suitable for this job. Section VIII of the report recommends that a pile test be conducted. We suggest that the pile load test not be included in the project because of the added cost and increased con- struction time. In lieu of this, we suggest that the laboratory furnish a formula for determining bearing capacity by pile driving blows count. Previous experience at the existing bridge should provide confidence in capacity determined in this manner. 0 0 Jamboree Road April 4, 1967 Additional data relating to bridge design, requested but not reported on, includes an estimate of the following: post - construc tion settlement of piles; differential settlement, if any, to be anticipated between piles or pile bents; a recommendation on the suitability of a continuous structure; and anticipated differential settlement between approach fill and bridge abutment. A discussion of permission for or rohibition of jetting piles into place should be included. This additional pile and bridge data should be obtained prior to design of the structure. Because of the lack of time remaining to complete the design and drawings, we are proceeding on the assumption that adverse differential settlements will not occur and that a continuous structure is suitable. If a supplemental report should require a change in design, it will not be possible to complete the work within the established time schedule. Section IX of the report contains recommendations for construction of embankment from approximate Station 163 to Station 176. The report does not indicate a recommended maximum fill slope, and until this recommendation is available, a slope of 2:1 will be assumed. An existing dike exists approximately 80 feet right of the centerline from Station 161 +50 to Station 167+50. All or portions of this dike will be incorporated into fill or will act as a buttress for fill placed on this project. Information on the in -place density of this dike should be obtained. If the material is at a low density, it may be necessary to provide a construction and pay item to remove and recompact the material. The report recommends that existing paving which may fall under embankment be scarified or otherwise broken up and left in place. It will be necessary to give the contractor a more detailed description of how much scarification will be required. Standard specifications of the State Division of Highways would require that no remaining piece be larger than 4 inches in dimension. Is this degree necessary or will a less costly amount of work suffice? This project contemplates the removal of approximately 2,000 cubic yards of existing A.C. pavement and aggregate base from areas within the proposed median. It is under- stood that this material will be suitable for inclusion in embankment below elevation 13. A recommended specification for the size of A.C. pavement to be placed in fill is needed. From Station 181+50 to 183+100, the existing slope below two existing frame houses will be reworked. Some stabilization of the existing slope surface has previously been placed. What type of stabilization, if any, is recommended for this project? The report recommends that a 3 foot layer of filter sand be placed under embankment for 300 feet Northerly of the bridge. Additional data is needed to define the characteristics of this sand. A statement of the maximum percent passing a No. 200 sieve may suffice. The report also makes a preliminary recommendation for a structural section of 3 -inch AC/ 8 -inch AB. It is presumed that this applies from Station 157 to Station 186. Additional data is needed for structural section as well as shoulder and drainage ditch treatment in all other areas of the project. Also required are the various items noted in your letter of December 23, 1966, not included in this report. These items relate to general soils data. • Jamboree Road 0 April 4, 1967 It is necessary that the data and information noted herein be received within one or two weeks in order that we mayy have adequate time to complete the plans and specifications within the time limit required by your processing and financing commitments. Very truly yours, BOYLE ENGINEERING Dwight C. Schroeder C. E. 8603 sh 51- 0050 -01 -00 PHILCO ELECTRONICS GROUP ' PHILCO -FORD CORPORATION . Aeronutronic Oiviaion • Ford Road • Newport Beach, California • 92663 April 5, 1967 City of Newport Beach City Hall 3300 Newport Blvd, Newport Beach, California Attention: Mr. Hunter T. Cook Subject: Improvements to Jamboree Road at Aeronutronic Entrance Portion of Contract 1096 Our Project 993 Control No. 300 -44 Gentlemen: The attached agreement, submitted by you on March 29, 1967, has been reviewed by this office. As a result of our further considerations and discussions between you and Mr. S. Garber, we feel that the following changes should be incorporated into the agreement: 1. In Paragraph 3, the condition should be added that Aeronutronic's portion of the construction cost shall be determined by the application of unit prices as sub- mitted by the successful contractor. 2. Since Aeronutronic's portion of the project requires no additional design surveying and staking, and since all construction surveying and staking will be included in the construction contract, reference to surveying and staking should be deleted from Paragraph 4. 3. Since you have indicated that Boyle Engineering has quoted to the City that engineering for the Aeronutronic portion of the design effort will not exceed $850, it is recommended that Aeronutronic be billed on an actual cost basis, with the stipulation that the total engineering fee will not exceed $850. FEW #1258 J E. City of Newport Beach April 5, 1967 Page 2 4. It is our opinion that Aeronutronic's portion of the inspection fee, referenced in Paragraph 4, should be based on the ratio that Aeronutronic's portion of the engineering fee shall bear to the total engineering fee for that portion of the project between Ford Road and Bison Avenue. l We notice that the cost estimate submitted with your letter of March 29, 1967 includes an amount of $500 for an intersection island. ...! " Since this was not discussed in our preliminary negotiations with you, it was not included in our project estimate; and funding was not provided for this item. We therefore request that you consider j) the deletion of this island from the project. Please advise if we can be of further assistance in the formulation of this agreement. REH /cn Enc. cc: S. L. Garber L. V. Herich L. E. Smith Very truly yours, AERONUTRONIC L. V. Herich, Manager Facilities Engineering & Maintenance Dept. R. E. Haddon, Supervisor Facilities Engineering Section R E C F I V E D APR 6 1967 PUBLIC WORKS DEPT, 0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: / IN PERSON :—I FIRM: l�C� /.ilL� TEL.. �..TELCON I;;/ ►J NO, INIT DATE a, P.W. DIRECTOR 3 ASST.P.W. DIR. y UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. SUBDIV. ENGR. DESIGN ENGR. CO -OP. PROJ. ENGR. FIELD ENGR. - -u3ECRETARY To: . / (/,/') FIRM: TEL. SUBJECT: r aP413C — Ica& LI 0 4�' FILE: DATE: ,4A/ OUTLINE OF INFORMATION RECEIVED I �IVEN I_I V- fo -C- A e rzse t 1_(e> Lc-p A 1-4 q3 a Q. r_ — e6aa 1 , 1J m� tsv art �i �7, mew �_J/z C-f e. 7�O tJ –,?r I Iii i4 A 4 a l9 , o — r A (7 ao �'w <- ^7n a , S A ID cr /O 'Fri 2_ ACTION REQUIRED PERSON RESPONSIBLE [ DATE DUE U(.ZAetY �wI�1.6eeErrj (g Lt G 2 `-4?O Srrj erLR Q-AJ4T NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY "C" IN NO. BLOCK. "(wc -rT-I L(e Mr. Joseph T. Devlin Director of Public Yorks 3300 West Newport Boulevard Newport Beach, California Dear Sir: In reply to your request of January 18, 1967, a Benkelman Bean study was conducted on Jamboree Road (S.H.F.P. #346) between Ford Road and North Eastbluff Drive, to determine the structural adequacy of the existing pavement. The attached deflectometer data sheets indicate, generally, that no cap is required for structural strength, at this time. Tests at Stations 154.00 and 15WO on the north travel lane, and Station 105+00 on the south lane, indicate isolated deficiencies, which may be corrected by ordinary maintenance when required. It is hoped that this report will fulfill your needs. ASb:FFL:bt attach. (2) Very truly yours,. .S. %OCH Road Commissioner and County Surveyor A. S. ,OCH OAp COMMIS SIOAEq NU COVNTY $URVEYOR L. MCCONVILLE R. V. WISE ASST. READ COMMISSIONER pEPUTY COUNTY SURVEYOR O TY O F SURVEYOR DIVISION pIVI51ON R. 8. V AILE W. L ZAUN ENGINEER - OPERATIONS REFUSE pI SPOSiL ENGINEER M. I. STORM DONIS BARRETT DIVISION ENGINEER - ENGINEERING BUSINESS MANAGER RA N G E TELEPHONE: 547.0547 5 AREA CODE 714 ROAD DEPARTMENT ENGINEERING BUILDING a 400 WEST 8TH STREET SANTA ANA. CALIFORNIA 92701 February 3, 1967 tee Mr. Joseph T. Devlin Director of Public Yorks 3300 West Newport Boulevard Newport Beach, California Dear Sir: In reply to your request of January 18, 1967, a Benkelman Bean study was conducted on Jamboree Road (S.H.F.P. #346) between Ford Road and North Eastbluff Drive, to determine the structural adequacy of the existing pavement. The attached deflectometer data sheets indicate, generally, that no cap is required for structural strength, at this time. Tests at Stations 154.00 and 15WO on the north travel lane, and Station 105+00 on the south lane, indicate isolated deficiencies, which may be corrected by ordinary maintenance when required. It is hoped that this report will fulfill your needs. ASb:FFL:bt attach. (2) Very truly yours,. .S. %OCH Road Commissioner and County Surveyor pa O t�l 114 Iq >4 fA 0 z ZIO 0 -G P o o O Pr I zi 4Qj e fl N F W v] H d A VOa F A w d A H F Ci O F � d' Cz7 H y W A 0 0 a i 0 ■1111 NINE 1111111111 MI e%,/ c c7 Z� r Or3.li�.orioiy _ �� f97c J 33a //O moLa SAS / %Obc7, J 9�� 371 336 r Or3.li�.orioiy _ �� f97c J 33a //O moLa SAS / %Obc7, 4 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION 1J mar.. fmrffiauilfilm FROM IN PERSON I� FIRM:�� + +s.cv- �-rn• -D TEL. .TELCON I\-71 P.W. DIRECTOR ASST.P.W. DIR. UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. SUBDIV. ENGR. DESIGN ENGR. CO -OP. PROJ. ENGR. FIELD ENGR. SECRETARY To` Y FIRM: 1/ TEL. SUBJECT: J ii Fn�b,�. �,t� ti ter FILE: C' — 1 tp (�+ DATE: 31711 +iOUTLINE OF INFORMATION RECEIVED I a'---GIVEN I� SI:S�TiOI( OS— T'r� �: a A ✓L'TZOe. .CL-5 ���a 1 S X �c20s �14A Q_,. i 5c, iSZ �o r/ 2. w tJ\n TO uHAn \�. i S e0t r. 4s V 1 LC A 1. tc*r'��s.�.- A ti\� t.� � .� • �.___ �,tEL'a� 5 fr A- K ACTION REQUIRED PERSON RESPONSIBLE DATE DUE NOTE: MAKE COPIES FOR ADDRESSEES INDICATED BY "C" IN N0. BLOCK. I V G C V 1 ', 5J UNTY OF NGE ROAD DEPARTMENT ENGINEERING BUILDING 5A AD AN A, CATR NIAT �+.. March 22, 1967 f Mr. Joseph T. Devlin Director of Public Works City of Newport Beach 3300 W. Newport Boulevard Newport Beach, California Dear Sirt TELEPHONE; 834 -3456 AREA CODE 714 Attached is a report of Preliminary Soil Investigation for Jamboree Road from Ford Road to Palisades Road is the City of Newport Beach, A.H.F.P. h3", conducted by the Orange County Road Department Materials Laboratory, as requested by your letter dated December 239 1966. It is hoped that this report will fulfill your needs for the present. ASS:FFLtbt attach. Very truly yours, A. S. KOCH Road Commissioner and County Surveyor Sys Akyi/ni4/ Division ftiaeor-- Operatioas REGEf` 196i PUBtit; y;nStP% 1 1 I A, 5. KOCH RNA" COMMISSIONER AND COUNTY SURVEYOR L. MCC ONVILLE R. V. WISE ASST. ROAD COMMISSIONER DEPUTY COUNTY SURVEYOR AND SURVEYOR R. B. VAILE W. L. ZAUN DIVISION ENGINEER -OPERATIONS REFUSE DISPOSAL ENGINEER M. 1. STORM DONI5 BARRETT .,VISION ENGINEER- ENGINEERING BUSINESS MANAGER ROAD DEPARTMENT ENGINEERING BUILDING 5A AD AN A, CATR NIAT �+.. March 22, 1967 f Mr. Joseph T. Devlin Director of Public Works City of Newport Beach 3300 W. Newport Boulevard Newport Beach, California Dear Sirt TELEPHONE; 834 -3456 AREA CODE 714 Attached is a report of Preliminary Soil Investigation for Jamboree Road from Ford Road to Palisades Road is the City of Newport Beach, A.H.F.P. h3", conducted by the Orange County Road Department Materials Laboratory, as requested by your letter dated December 239 1966. It is hoped that this report will fulfill your needs for the present. ASS:FFLtbt attach. Very truly yours, A. S. KOCH Road Commissioner and County Surveyor Sys Akyi/ni4/ Division ftiaeor-- Operatioas REGEf` 196i PUBtit; y;nStP% 1 1 Pm- ?amhnree 'R7vd,. bpvD ah�, hmar Mr. TTnI n.i,- Rofmr-nrm i 9 ma(9p to rmnne.et by Mr• Rnnke, of 'Anvl ID En_ vinpmrinv, for a ctrll,Ctriral emCt'inn on .Tamhoree 7r7_v -i. virl Pnin, from FnrA RnaA to the cm,t7,Arly hriAmP Em)rmgrl7. en „AM v?1TIP hee Tint hmmn dmtorminad -For tilp ingtpriml in thie arog. _, llnwpver tha material hpi_nv rl Vinod in t7,m Pm_ hgnkmert for top hriAvo nnAPr Cnnctrnnti_nn ha.c 17pen camnl9'l anti itq „Rp Val,11p Will warrant, e1 minimim eprti nn, 7t is pp_ tiC!nateA the mA.tmrial frn,n FnrA Rnnd to thP, cnlltbP rlV 11rir7vP an,.rnorh wi71 ho cimi.lar, _ _. Wm thmrmfnrP envvogt a 4_inCh A•('„ nvmr A i_nrhmc 4,A, eprtinn for actim ^tiny nnrnpcoG, Cmmnlpc will hp taken to Aot.prminp dpgi.P °R° va117pG when the nnrthhnllnd hridRe em_ hnnkmpnte a,ro (-mmnlotPA, Camel inv nrl a etrll(!tn.rO gpotinn may hm AmtPrminPrl fnr the wiAmni-ng cnnnor, if rP ^TTmct ?A. Ver,r trnl,r vmTrc � c Kflf;u RE F ! V E , pond rnmmi cci nmm, A, rin n,ty Snrvpvnr MAR 2 1961 A�� Rv• PUBLIC w0hAS utPt _ R, R• Vp TT. • T1i Viet nn >a`nei nP Or__(}norg ti ^n!` . ht Cr! 7) Rnnlro 7Pnvl p VrA., W. T. TTortmgn A. S. KOCH POPO COMMISSIONEp qNO COUNTY SVRVEYOq C TV O r L ViLLE PSST. POPO COMMISSIONER R. V. WISE DEPUTY COUNTY SURVEYOR 6x0 SV pV EYOR RVE'OR •� O V R. B. VR-. W. L. ZPUN O 91VISION CN ENGINEER - OGFp PT10N5 REfVSE DI SeOSgL ENGINEER RANGE M. 1, STORM DONIS BARRETT DIVISION CNGINEER - ENGINCERING BUSINESS MPXAGER TELEPHONE: 034 -3656 C AREA CODE 714 ROAD DEPARTMENT ENGINEERING BUILO(NG 400 WEST 8TH STREET SANTA ANA. CALIFORNIA 02701 Bear ^h �n, l0(n ter, Ron iamin R, �inl qn nity Eneinmer I Ci tv of ATRH.mnrt Doo..h l�nn w Np.imnrt. Rl vA, + arp,,rnnrt RmaniT ral ifn rnia Pm- ?amhnree 'R7vd,. bpvD ah�, hmar Mr. TTnI n.i,- Rofmr-nrm i 9 ma(9p to rmnne.et by Mr• Rnnke, of 'Anvl ID En_ vinpmrinv, for a ctrll,Ctriral emCt'inn on .Tamhoree 7r7_v -i. virl Pnin, from FnrA RnaA to the cm,t7,Arly hriAmP Em)rmgrl7. en „AM v?1TIP hee Tint hmmn dmtorminad -For tilp ingtpriml in thie arog. _, llnwpver tha material hpi_nv rl Vinod in t7,m Pm_ hgnkmert for top hriAvo nnAPr Cnnctrnnti_nn ha.c 17pen camnl9'l anti itq „Rp Val,11p Will warrant, e1 minimim eprti nn, 7t is pp_ tiC!nateA the mA.tmrial frn,n FnrA Rnnd to thP, cnlltbP rlV 11rir7vP an,.rnorh wi71 ho cimi.lar, _ _. Wm thmrmfnrP envvogt a 4_inCh A•('„ nvmr A i_nrhmc 4,A, eprtinn for actim ^tiny nnrnpcoG, Cmmnlpc will hp taken to Aot.prminp dpgi.P °R° va117pG when the nnrthhnllnd hridRe em_ hnnkmpnte a,ro (-mmnlotPA, Camel inv nrl a etrll(!tn.rO gpotinn may hm AmtPrminPrl fnr the wiAmni-ng cnnnor, if rP ^TTmct ?A. Ver,r trnl,r vmTrc � c Kflf;u RE F ! V E , pond rnmmi cci nmm, A, rin n,ty Snrvpvnr MAR 2 1961 A�� Rv• PUBLIC w0hAS utPt _ R, R• Vp TT. • T1i Viet nn >a`nei nP Or__(}norg ti ^n!` . ht Cr! 7) Rnnlro 7Pnvl p VrA., W. T. TTortmgn 0 a MARCH 29, 1967 AEROMUTRONIC DIVISION PHILCO -FORD CORPORATION FORD ROAD NEWPORT BEACHS, CALIfORMIAp 92663 ATTENTIONt MR. R.E. HADDON SUBJECT: IMPROVEMENT OF JAMBOREC ROAD AT COMPANY ENTRANCE PORTION OF CONTRACT 1096 DEAR SIR: THE ATTACHED AGREEMENT ORIGINAL AND TWO COPIES) WAS BEEN RETYPED TO INCLUDE THE MODIFICATIONS WHICH YOU REQUESTED IN YOUR LETTER OF MARCH 14. PLEASE HAVE ALL COPIES £GECUTED BY THE PROPER A£ROMUTRONIC REPRESENTATIVES AND RETURN THEM TO THIS OFFICE FOR FURTHER PROCESSING. A FULLY EXECUTED COPY WILL BE RETURNED TO YOUR OFFICE AFTER ACTION BY THE CITY COUNCIL. ALSO ATTACHED IS A COPY Of THE PRELIMINARY ESTIMATE Of THE PROJECT COST. IF 1 CAN SUPPLY ANY ADDITIONAL DETAILSO PLEASE CALL ME AT YOUR CONVENIENCE. VERY TRULY YOURS HUNTER T. COOK PROJECT ENGINEER HTC:NAJ ATTS: PROJECT I - CITY a&WPORT BEACH . PUBL I C. W=S DENT ESTIMATING FORM ,'�Le n / cmrl� BY: PRELIMIK�IRY I DIVISION DATE 4, 1 1--3 FINAL ITEM QUANTITY. UNIT PRICE AMOUNT loci 7 DCJ 6om-2, <� 4 /j r Z/60 041LD x/o 4 3 70 % c�-rA 700 101 J %,t gh W 160 1° 7p e.1 4-5 —TZDr-A To: From: Subject: i CITY OF NEWPORT BEACH CITY ATTORNEY DE ARTMENT March 20, 1967 Public Works Director (Attu.: Hunter Cook) City Attorney Agreement for the improvement of Jamboree Road from Ford Road to Bison Avenue Attached are the original and two copies of subject agreement, which has been retyped to make the revisions gequested in your memo of March 15. Upon execution by Aeronutronics, please return the agreement to this office in order that we may prepare the necessary resolution authorizing execution on behalf of the City. .--- -� MVP Tull Se our City Attorney THS:aem Atts. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: Ctco,,�f IN PERSON I FIRM: TEL. .TELCON I'�J I NO. IN I T -1 r) ATP P.W. DIRECTOR ASST.P.W. DIR. _ UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. SUBDIV. ENGR. DESIGN ENGR. _ CO -OP. PROJ. ENGR. FIELD ENGR. SECRETARY TO: . kF e;, )c v-r FIRM: j TEL. / SUBJECT:_ JpAi/t3b2C�-'C3"' FILE: DATE. OUTLINE OF INFORMATION RECEIVED 1 -1 GIVEN I '1 - �-TL,g L�aa- tiu� Tc5 M�t� a.S cczvw ACTION REQUIRED PERSON RESPONSIBLE NOTE: MAKE COPIES FOR ADDRESSEES INDICATED BY "C" IN N0. BLOCK. DATE DUE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION /J FROM: IN PERSON I FIRM: TEL.. .TELCON ILA J I NO. IN IT. DATE P.W. DIRECTOR ASST.P.W. DIR. UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. SUBDIV. ENGR. DESIGN ENGR. CO -OP. PROJ. ENGR. FIELD ENGR. SECRETARY To. FIRM: TEL. SUBJECT: /A,N/l rtiLL�� N(� / >it.ti/ FILE: -/a9� DATE: 3'Z OUTLINE OF INFORMATION RECEIVED 11 GIVEN 11 Z. — JiK //� COX i3. /ic!/ � rf OCJ t-Y� j- �.� /o.G TJ �/O� >�•[ /L 9-Z7 ACTION REQUIRED PERSON RESPONSIBLE NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY "Cn IN NO. BLOCK. DATE DUE 0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: �Q j/J IN PERSON 1 1 FIRM: TEL. .TELCON I— To: 41 NO. IN FT DATE P.W. DIRECTOR ASST.P.W. DIR. UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. SUBDIV. ENGR. DESIGN ENGR. CO -OP. ROJ. ENGR. FIELD ENGR. SECRETARY FIRM' TEL. SUBJECT: -3A F I LE: ' - I CDCl DATE: 19- 11 OUTLINE OF INFORMATION RECEIVED I_1 GIVEN ID- ACTION REQUIRED PERSON RESPONSIBLE DATE DUE NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY "C" IN No. BLOCK. L CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: Jr.., IN PERSON yI/ FIRM: IYLV e. &�t-"' TEL.. .TELCON IL 1 To-, J FIRM° I TEL. SUBJECT: -z--, 0 NO. INIT. DATE P.W. DIRECTOR ASST.P.W. DIR. UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. SUBDIV. ENGR. DESIGN ENGR. CO -OP. ROJ. ENGR. FIELD ENGR. SECRETARY FILE: C—� -IC)q (p DATE: OUTLINE OF INFORMATION RECEIVED 1�I GIVEN 11 I . I +z � , u (.� L,_7 , `� IZ m—"0.. a c.�.r -. Z C kL-1 -R,� 64 G. 2 �c�r, tau T� a A c- % 02"7 1 =tLors L�tO: ta,t- C.on : �i 4 �owai 174 5a0� y `�� 1 ACTION REQUIRED PERSON RESPONSIBLE DATE DUE NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY "C" IN N0. BLOCK. • a e- /01/4/1 ENGI J � ARCHITECTS • ENGINEERS 412 SOUTH LYON STREET • SANTA ANA, CALIFORNIA 92702 KIMBERLY 7 -4471 ADDRESS REPLY TO P. O. BOX 178 To: City of Newport Beach Date: March 15, 1967 Public Works Department 3300 Newport Blvd, Newport Beach, California 92660 Office Ref: 51- 0050 -01 -00 Attention Mr, Hunter Cook Subject: Jamboree Road We are transmitting the following: opies Description 1'0�� f A 2 (sheets) Bid proposal items and preliminary estimate of cost. � 1 (map) Cross Sections from Sta. 181 +50 to 183 +00. RECEIVED Remarks: MAR 1619% pUgLjG 1'0,KS DEPT. BOYLE ENGINEERING sh / Copies to: Byaz `/ '° z Don R. Rooke ROYLF. ENG1,N]rn-'WI�; BY . ...... ...... *Bole ... R0l6 San W000 Santa Ana vo.f.'a . ....... DATE SUBJECT......_ A// SHEET NO..._ 0 F- ....._ ........... — CHKD. BY- .......... ... DATE ........ ......... ..... ...... ........... — ......................... .. --------- - .......................... . . JOB .................. ...... . eV ey , alr ,17 /Pre", 4 1 O re,l e, SY 0 /?I 7.,,f //V O/ e c eF J zs. J' vo4ex A 464 4' rl S'rvier 1-11�4 70 I/ /Few., 0 C4; lm( 4, .r 1,5' CA) ?o . 7.7 /6" Ff � s BOYLE ENGINU"ING 'a"'I `a'� San Diego Santa An* ventore .1 1 ........... BY &�� DATE.1-1?;;z.,,,�,.,�z SUBJECT. k ..... . ...... ................ ....................... - SHEE-r NO ...... .OF .. . .................... CHKD. BY. . ...... -DATE ......... - ........ ...... ZL ..... - JOB No.,� 777- -7- 6 7S ky .ir /7!% 01 ell 111) 711 An I e"I c_ x 27.1( lie cP -772: 2 4/3(,, ry V,4 7 0 Ap 7V7 09- 20 7 12- 2 p 0 so It I?e' C6 77 /7 A ;� 0 eK 1A1zr 7 rv/� OS" C^1 7A a IG c 72 1V2 X dcl X,s r, j At nA f 431n Cl 17V o /C-2 /D .0, rA veb 1" L_563 c y 01? 7S' C/ 75'0 'YO lc,4 Lac V W ",q .. ........ A)6 ----------- FE&M #1234 PNIL'CO ELECTRONICS GROUP ' PIiILCO -FORD CORPORATION • Aeronutronic Division. Ford Road • Newport Beech, California a 92663 March 14, 1967 City of Newport Beach City Hall 3300 Newport Blvd. Newport Beach, California Attention: Mr. Hunter T. Cook Subject: Improvement to Jamboree Road at Aeronutronic Entrance Portion of Contract 1096 Our Project No. 993 Control No. 300 -44 Gentlemen: We are returning herewith a copy of the agreement regarding the subject construction submitted by you on March 2, 1967. In accordance with your conversation with S. Garber of this office, the agreement has been marked to reflect suggested changes in wording. It will be appreciated if you will arrange to have these changes made and resubmit the agreement to this office for further handling. REH /cn Enc., cc; S. L. Garber L. V. Herich L. E. Smith Very truly yours, AERONUTRONIC L. V. Herich, Manager Facilities Engineering & Maintenance Dept. 4e0E �/Zddon> Supervisor Facilities Engineering Section lwwjED MAR 1 1961 PU��IC W QRKS M? � Is a i x'104(- PUBLIC WORKS MAR. 13, 1967 CITY ATTORNEY PUBLIC WORKS DEPARTMENT AGRt[MtNT roR THE 1H►ROVt/1LNT or JANBO1Kt ROAD rRON fORO ROAD TO BISON Avtwut Toe SUBJECT AGRttNt11T NAS BEEN REV1Ewt0 BY PNILCO -foRO. TNtIR COMMENTS ARC INCLUDED IN THE ATTACHED LETTER. PLEASE MAKE THE NECESSARY NOOIrICA+ TIONS AND RETURN TUC RCVISCO DRArT TO THIS Orrict ►oR ►ROCESSIMG. TNIS IS NOT A TOP PRIORITY ITCH. HUNTER T. COOK PROJECT ENGINEER HiCIJR ATTCHI CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: � ���.ir -�scy IN Pr,RSON I/ FIRM: O - 27 TEL. ' .TELCON I ✓I NO. INIT. DATE P.W. DIRECTOR ASST.P.W. DIR. UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. SUBDIV. ENGR. DESIGN ENGR. CO -OP. TROJ. ENGR. FIELD ENGR. SECRETARY To; �,c> „ FIRM° 1/ TEL. SUBJECT._ J /.N 436Q.' FILE DATE: C- toc ( e OUTLINE OF INFORMATION RECEIVED I GIVEN 11 tat 02 "� S T� /mot bILT cS ✓i�7 RT tou } � -p u�.c Uv A G v —, -I ) ACTION REQUIRED PERSON RESPONSIBLE A ---p 2� , ", u niz-1 NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY "C” IN N0. BLOCK. DATE DUE qorrr'IRNPv �1� gt28�teplyd ENGINICUUNG ARCHITECTS • ENGINEERS 412 SOUTH LYON STREET • SANTA ANA, CALIFORNIA 92702 KIMBERLY 7 -4471 ADDRESS REPLY TO P. O. BOX 178 March 8, 1967 City of Newport Beach City Hall Public Works Department 3300 West Newport Blvd. Newport Beach, California Attention Mr. Hunter Cook Gentlemen: This is in reply to your request for a proposal for additional work in connection with the design of Jamboree Road from Ford Road to Palisades. The additional work involves the preparation of plans and specifications for traffic signals at the entrance to the Aeronautics Plant. We propose to prepare the necessary plans and specifications in accordance with your conceptual l-iyout at ur current per diem rate schedule with the fee not to exceed $850, A 'schedule of our current per diem rates is attached. The maximu fee' is based upon the present concept of the signals, and should this ncept be revised, the maximum fee may be subject to revision also. \\. If this proposal meets with ``your approval please advise us and we will proceed with the work. i Very truly yours, BOYLE ENGINEER�IN�G % Dwi. Schroeder C.E. 8603 RECEIVED sh A�^�, 51-0050-01-00 'ref 0 9190 p`�Bl1 C w'n,pi, i r • BOYLE ENGINEERING RATE SCHEDULE Santa Ana, California Effective November 1, 1966 Classification ENGINEERING I Consulting Engineer Principal Engineer Associate Engineer Assistant Engineer ARCHITECTURE Principal Architect Associate Architect Assistant Architect DRAFTING Supervising Draftsman Senior Draftsman Draftsman Junior Draftsman SURVEYING Licensed Surveyor 4 -man Survey Party 3 -man Survey Party 2-man Survey Party CONSTRUCTION INSPECTION Resident Engineer Inspector ELECTRONIC COMPUTER - LPG 21 Data Tape Preparation Computing MISCELLANEG-�S e - auto C, Travel- _other than auto Telephone . Printing and blueprinting i Rate $27.50 an hour 22.50 an hour 18.00 an hour 15.00 an hour $22.50 an hour 18.00 an hour 15.00 an hour $14.00 an hour 12.00 on hour 11.00 an hour 10.00 an hour $18.00 an hour 41.00 an hour 34.00 an hour 27.00 an hour $18.00 an hour 9.00 an hour $ 6.00 an hour 24.00 an hour $ 6.00 an hour 0.12 a mile Actual Cost Actuc! Cost Cost + 50% B O Y L E E N G I N E E R I N G r ._ Re: AHFP #346 Jamboree Rd. - Ford Rd. to Palisades Rd. Mr. Joseph T. Devlin Director of Public Works City of Newport Beach 3300 West Newport Blvd. Newport Beach, California Dear Mr. Devlin: Reference is made to subject project and to your letter of February 24, 1967. As you are aware, this project was allocated only $100,000 due to the limited availability of AHFP funds. The Technical Staff realized that the City desired to proceed with the project and in order to do so you would either have to reduce the scope of the project or provide the additional necessary financing from other City sources. In accordance with the administration agreement, this project is limited to financing 50% of the eligible items in the contract, up to a maximum of $100,000. The Arterial Highway Financing Program cannot approve expenditures over $100,000 for this project since there are no available unallocatedfunds at this time. We regret that additional funds cannot be provided, but it is anticipated that you will be able to proceed •1 with the project to effect an early completion date. WA(ti NA64 A"#%%O% INV (:'ACT w� �++1 �'�' NAUE¢ q tr..R PK.+,j Very truly y rs, tnuln t(,`C/32o ►..fACCS w[o �i ��. �AU1:►.tIM T" MI104U IUL T\ AKON NOM? (/ /'A. S. KOCH �iJlc t+.� Atico�AU Fcza� fern, ro )Al. M!Aar, Road Commissioner County Surveyor wtoT ASR:WLH:mr eorr♦rlrucrr� �ta�a, c - /ogee 0 o A. 5. KOCH POgD COM M)SSI D.V QA Al. CO U.4TY SVAV£YOA ^ L, M <CO..I..I R. V. WISE L U NTY O r g55T. RO qO COM MISSION Eq OEPV TY COVNTY SVPVETOq O O Al. Su RVExOq R, B. VAILE W. L. ZAUN .'VISION ENDINEEA —01 EPATIONS AEPV9E OISPOSAE EN61NE£A ANGE M. I. STORM DONIS BARRETT OI VI s10N EN 41N EER —EN OIN EEg1N4 BV SIN ESS MAH P4 EP TELEPHONE: 834.3058 AREA CODE 714 ROAD DEPARTMENT ENGINEERING BUILDING 400 WEST 8TH STREET SANTA ANA, CALIFORNIA 92701 March 2, 1967 Re: AHFP #346 Jamboree Rd. - Ford Rd. to Palisades Rd. Mr. Joseph T. Devlin Director of Public Works City of Newport Beach 3300 West Newport Blvd. Newport Beach, California Dear Mr. Devlin: Reference is made to subject project and to your letter of February 24, 1967. As you are aware, this project was allocated only $100,000 due to the limited availability of AHFP funds. The Technical Staff realized that the City desired to proceed with the project and in order to do so you would either have to reduce the scope of the project or provide the additional necessary financing from other City sources. In accordance with the administration agreement, this project is limited to financing 50% of the eligible items in the contract, up to a maximum of $100,000. The Arterial Highway Financing Program cannot approve expenditures over $100,000 for this project since there are no available unallocatedfunds at this time. We regret that additional funds cannot be provided, but it is anticipated that you will be able to proceed •1 with the project to effect an early completion date. WA(ti NA64 A"#%%O% INV (:'ACT w� �++1 �'�' NAUE¢ q tr..R PK.+,j Very truly y rs, tnuln t(,`C/32o ►..fACCS w[o �i ��. �AU1:►.tIM T" MI104U IUL T\ AKON NOM? (/ /'A. S. KOCH �iJlc t+.� Atico�AU Fcza� fern, ro )Al. M!Aar, Road Commissioner County Surveyor wtoT ASR:WLH:mr eorr♦rlrucrr� �ta�a, 0 0 F 3011 -69 A. S. NOCH ' pOAO COMMISSl!I DP[P AN \N\[[{}yy{{'Cj`O'� TY SURVEYOR ii'' `Cl �14M. Y T -y C O�y Lj R+BY. R. V. WISE N i O r P CG MN� ISSICNER DEPUTY COUNTY SURVEYOR O �ARVEYOR _ R. B. VAILE W, L. ZAUN OI VISION ENCI1N,E FAQ- by EPA' pCIVSE W; L; E..INt CN FLANGEM I STORM DONIS BARRETT DIVISION ENGINEER EM GIN E%NG '�` OMINISTRATIVE SERVICES 6A 1 1'142 OFFICEfl E HONE 834.3456 5 AREA CODE 714 - ROAD DEPARTMENT ENGINEERING BUILDING 400 WEST 8TH STREET SANTA ANA, CALIFORNIA 92701 March '2, 1067 Re: AHFP #346 Jamboree Rd. lord Rd to palisades Rd. Mr. Joseph T. Devlin Director of Public Works Cit of Newport Beach 330 nest Newport Blvd. Newport Beath, California Dear Mr. Devlin: Reference is made to subject project and to your letter of Pabruary 24, 1067. As you are aware this project was allocated only X1000000 due to the lb ited availability of MP funds. The Technical Staff realized that the City desired to proceed with the project and in order to do so you would either have to reduce the scope of the project or provide the additional necessary financing from other City sources. In accordance with the ministration aag�reement this project is limited to financing 30% of the siigible terns in the contract, up to a usal am of $100,000. The Arterial RL&hvay Financing Pro cis a not approve, expenditures over $1000000 for this prMat since there are no available unallocated Surds at this time. We regret that additional funds cannot be provided, but it is anticipated that you will be able to proceed with the project to effect an early completion date. ASI MA :mr very truly yours, A. S. KOCH Road Commissioner 6 County Surveyor rj ... . ':'n. �r :. ' ... t. i . s : a. (. �% � .. .. . ..;i: _ _, rj ... . ':'n. �r :. ' ... 6 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: IN PERSON : I FIRM: TEL. .TELCON i=r NO. INIT. DATE P.W. DIRECTOR ASST.P.W. DIR. UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. SUBDIV. ENGR. DESIGN ENGR. CO -OP. PROJ. ENGR. FIELD ENGR. SECRETARY To. . —/E � /l FIRM: TEL. SUBJECT:_ FILE: G� le2 DATE: 5-7 OUTLINE OF INFORMATION RECEIVED I —I GIVEN I I ' / r 2C�C� 7 7�raS,GH I eA�. Lrw. C v rr.. r; C u. A C-a2 L✓ . � o cm f-i QF C0 -L-; —, ACTION REQUIRED PERSON RESPONSIBLE NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY "C° IN NO. BLOCK. DATE DUE . - Y 1 t 1 0 Y OF NGEM. 1. STORM DONIS BARRETT DIVISION ENGINEER -ENGINEERING BUSINESS MANAGER TELEPHONE: 834.3458 AREA CODE 714 ROAD DEPARTMENT ENGINEERING BUILDING 400 WEST STH STREET SANTA ANA, CALIFORNIA 92701 March 2, 1967 Re: AHFP #346 Jamboree Rd. btw. Ford Rd. & Palisades Rd. Mr. Joseph T. Devlin Directorof Public Works City of Newport Beach 3300 West Newport Blvd. Newport Beach, California Dear Mr. Devlin: The design report submitted for subject project has been reviewed and appears to be satisfactory. It should be noted, however, that the drawings indicated in Section 10 of the report were not attached when received by this office. The plans and specifications will be reviewed in detail when completed by your office. An approved copy of the design report is attached for your file. Very truly yo s, A. S. KOCH Road Commissioner & County Surveyor ASR :WIH:mr Att. C/0 A. E. NOCH ROAD COMMISSIONER ANO COUNTY SUq VE VOF L. MCCONVILLE R. V. WISE ASST. ROAD COMMISSIONER DEPUTY COUNTY SURVEYOR AND SURVEYOR R. B. VAILE W, L. ZAUN DIVISION ENGINEER - OPERATIONS REFUSE DISPOSAL ENGINEER NGEM. 1. STORM DONIS BARRETT DIVISION ENGINEER -ENGINEERING BUSINESS MANAGER TELEPHONE: 834.3458 AREA CODE 714 ROAD DEPARTMENT ENGINEERING BUILDING 400 WEST STH STREET SANTA ANA, CALIFORNIA 92701 March 2, 1967 Re: AHFP #346 Jamboree Rd. btw. Ford Rd. & Palisades Rd. Mr. Joseph T. Devlin Directorof Public Works City of Newport Beach 3300 West Newport Blvd. Newport Beach, California Dear Mr. Devlin: The design report submitted for subject project has been reviewed and appears to be satisfactory. It should be noted, however, that the drawings indicated in Section 10 of the report were not attached when received by this office. The plans and specifications will be reviewed in detail when completed by your office. An approved copy of the design report is attached for your file. Very truly yo s, A. S. KOCH Road Commissioner & County Surveyor ASR :WIH:mr Att. HIGHWAY CITY OF NEWPORT BEACH HIGHWAY DESIGN REPORT DESIGN REPORT FOR JAMBOREE ROAD BETWEEN FORD ROAD AND PALISADES ROAD AHFP PROJECT NO. 346 LENGTH 1.9 MILES ESTIMATED COST $ 364,000 REVIEWED BY APPROVED: JOSEPH,T. DEVLIN PUBLIC WORKS DIRECTOR V �i DATE APPROVED; ' S. KOCH COUNTY SURVEYOR AND ROAD COMMISSIONER PROJECT REPORT 1. GENERAL THE PROJECT WAS APPROVED FOR AHFP PARTICIPATION IN FY 66 -67. IN ADDITION TO AHFP FUNDING, THE PROJECT WILL BE FINANCED BY CITY SECTION 186.1 GAS TAX FUNDS AND A CONTRIBUTION FROM THE ORANGE COUNTY FLOOD CONTROL DISTRICT. THE FLOOD CONTROL DISTRICT WILL FINANCE THE PORTION OF THE SAN DIEGO CREEK BRIDGE RESULTING FROM WIDENING OF THE CHANNEL FROM 80 FEET TO APPROXIMATELY 335 FEET. AHFP FUNDING HAS BEEN LIMITED TO $100,000. 2. PRESENT ROAD THE EXISTING ROAD FROM FORD ROAD TO NORTH EASTBLUFF DRIVE IS FOUR LANES DIVIDED. THE PRESENT MEDIAN IS UNIMPROVED. THERE ARE TRAFFIC SIGNALS AT FORD ROAD AND AT THE ENTRANCE TO THE AERONUTRONICS PLANT NEAR BISON AVENUE. FROM EASTBLUFF DRIVE TO PALISADES ROAD, THE WESTERLY ONE -HALF OF THE ROAD IS UNDER CONSTRUCTION AS AHFP PROJECT 138. TRAFFIC PRESENTLY FOLLOWS THE CIRCUITOUS TWO LANE ALIGNMENT OF THE ORIGINAL JAMBOREE ROAD. THIS PORTION OF ROADWAY WILL BE ABANDONED AND TRAFFIC PLACED ON THE WESTERLY ONE -HALF OF THE ROAD UPON COMPLETION OF THE PRESENT AHFP PROJECT. 3. REFERENCE DATA 1. PLANS FOR TRACTS 4705, 4892, 4893, 5018; SHEETS 9 -15. 2. PLANS FOR TRAFFIC SIGNAL AT JAMBOREE ROAD & ENTRANCE TO AERONUTRONICS PLANT. (INCLUDED IN PLANS FOR ITEM 1 AS SHEET 61) 3. IMPROVEMENT PLANS FOR JAMBOREE ROAD FROM PACIFIC COAST HIGHWAY TO FORD ROAD; CNB DRAWING R- 5065 -S, SHEETS 1 THROUGH 18. 4. IMPROVEMENT TO JAMBOREE ROAD FROM NORTH EASTBLUFF DRIVE TO PALISADES ROAD; CNB DRAWING R- 5010 -S, SHEETS 1 THROUGH 21. 5. PALISADES ROAD PROJECT CNB DRAWING R- 5041 -S, SHEETS (1) - (6). 6. REPORT OF FOUNDATION INVESTIGATION (TO BE OBTAINED LATER). 4. PROPOSED CONSTRUCTION JAMBOREE ROAD WILL ULTIMATELY BE WIDENED TO SIX LANES WITH A 16 FOOT MEDIAN, TWO PARKING LANES PLUS 10 -FOOT PARKWAYS. THIS PROJECT WILL PROVIDE FOUR LANES WITH IMPROVED SHOULDERS. THE PROJECT WILL PROVIDE A 16 FOOT CURBED MEDIAN AND TWO ADDITIONAL 12 FOOT LANES FROM PALISADES ROAD TO NORTH EASTBLUFF DRIVE. SHOULDERS WILL BE STABILIZED. A TWO LANE BRIDGE PARALLEL TO THE ONE NOW UNDER CONSTRUCTION WILL z,_ - ROVIDED ACROSS SAN DIEGO CREEK. CHANNELIZATION WILL BE PROVIDED AT THE :.�TERSECTION OF JAMBOREE ROAD WITH NORTH EASTBLUFF DRIVE. PROVISION WILL BE MADE .N THE DESIGN FOR THE INSTALLATION OF TRAFFIC SIGNALS AT THIS CORNER AT A LATER DATE; TRAFFIC SIGNALS ARE NOT A PART OF THIS PROJECT. A RAISED MEDIAN WILL BE INSTALLED FROM FORD ROAD TO NORTH EASTBLUFF DRIVE. PAVEMENT WORK IN THIS LATTER AREA WILL BE LIMITED TO THAT NECESSARY TO PROVIDE DRAINAGE. PAGE 2 PROJECT REPORT FILL FOR THE EASTERLY ONE -HALF OF THE ROADWAY NORTH OF NORTH EASTBLUFF DRIVE WILL BE PLACED FOR THE ULTIMATE SECTION IN ORDER TO MINIMIZE FUTURE DIFFERENTIAL SETTLEMENT PROBLEMS. DESIGN OF THE PAVEMENT WILL BE BASED ON FIELD TESTS OF ACTUAL SUBGRADE MATERIALS PRIOR TO THE START OF CONSTRUCTION OF THE FINAL STRUCTURAL SECTION. 5. DESIGN CRITERIA 1. MINIMUM CURVE RADIUS - 1200 FEET. 2. DESIGN SPEED - 60 M.P.H. 3. THE IMPROVEMENT WILL BE CENTERED WITHIN THE EXISTING RIGHT -OF -WAY. 6. DRAINAGE THE DRAINAGE WILL BE BASED UPON THE RESULTS OF FUTURE STUDIES, BASED ON THE LATEST DATA AVAILABLE FROM THE ORANGE COUNTY FLOOD CONTROL DISTRICT. 7. OBSTRUCTIONS EXISTING UTILITY LINES FOLLOW THE ROAD ALIGNMENT. POWER LINES WILL BE RELOCATED OUTSIDE THE LIMITS OF THE PROPOSED TRAVELWAY AS NECESSARY. OTHER UTILITIES WILL BE RELOCATED ONLY AS NECESSARY TO PROTECT THEM FROM THE ANTICIPATED TRAFFIC LOADS. AN EXISTING SMALL DIAMETER WATER LINE SUPPLYING THE SALT WORKS CROSSES THE ROAD RIGHT -OF -WAY IN THE AREA OF SAN DIEGO CREEK. SEVERAL BUILDINGS ARE PRESENTLY STANDING AT THE TOP OF THE SLOPE NORTH OF SAN DIEGO CREEK ON THE EAST SIDE OF THE ROAD WAY. DEPENDING ON THE FINAL DESIGN OF THE ROADWAY, SPECIAL TREATMENT MAY BE NEEDED TO PROTECT THESE STRUCTURES. A DECISION WILL BE MADE WHEN FINAL DESIGN IS DETERMINED REGARDING THE TYPE OF TREATMENT TO BE PROVIDED. B. RIGHT -OF -WAY NO ADDITIONAL RIGHT -OF -NAY WILL BE REQUIRED. 9. MISCELLANEOUS ITEMS 1. CURBS AND GUTTERS THE MEDIAN WILL BE CURBED; HOWEVER, INSTALLAT.ON OF EXTERIOR CURB AND GUTTER WILL BE WITHHELD UNTIL THE ROADWAY IS WIDENED TO THE ULTIMATE WIDTH. 2. GUARD RAIL AND FENCES GUARD RAIL WILL BE INSTALLED IN THE AREA OF THE BRIDGE AS REQUIRED FOR TRAFFIC SAFETY. PAGE 3 PROJECT REPORT 3. INTERSECTION AND CHANNELiZATION ITEMS LEFT TURN POCKETS WILL BE PROVIDED FOR ALL INTERSECTIONS. 4. SLOPES CUT SLOPES WILL BE 1.5:1; FILL SLOPES WILL PROBABLY BE 2:10 SUBJECT TO THE RESULTS OF THE SOILS INVESTIGATION. BANKS WILL BE PLANTED AND/OR SEEDED AS NECESSARY TO PROVIDE EROSION PROTECTION. 10. DRAWINGS THE ATTACHED CNB DRAWING R- 5055 -5 SHOWS THE PROPOSED HORIZONTAL ALIGNMENT AND LIMITS OF THE RIGHT -OF -WAY. THE VERTICAL ALIGNMENT WILL FOLLOW THE EXISTING ALIGNMENT BETWEEN FORD ROAD AND NORTH EASTBLUFF DRIVE AND THE ALIGNMENT OF THE AHFP PROJECT 138 PRESENTLY UNDER CONSTRUCTION FROM NORTH EASTBLUFF DRIVE TO PALISADES ROAD. HTC:IH 12 -z8 -66 v1d3a venom inand fist i o " a I A I A 3 3 8 r CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD TO. BOYLE ENGINEERING P.O. Box 178 SANTA ANAL CALIF. ATTENTION: DON ROOKIE SUBJECT: JAMBOREE - C -1096 C�o9� DATE MAR. 6. 1967 WE ARE TRANSMITTING THE FOLLOWING: No. COPIES DESCRIPTION (1) EACH TRACT 5018 SHEET (7) & (8) REMARKS.- FOR YOUR INFORMATION IN DESI6NINO THE DRAINAGE AT NORTH EASTBLUFF ROAD COPIES TO. By. HUNTER T. COOK PROJECT ENGINEER CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: �cooiC IN PERSON : I FIRM: TEL. .TELCON I7-( NO. IINIT.1 DATE P.W. DIRECTOR ASST.P.W. DIR. UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. SUBDIV. ENGR. DESIGN ENGR. CO -OP. rROJ. ENGR. FIELD ENGR. SECRETARY To,. -e , cz- F TEL. SUBJECT: 4)--1 1? — FILE: DATE: OUTLINE OF INFORMATION RECEIVED 11 GIVEN 117"1 n � /d s,i O 1 c� 3 t- �i 4 < IJn s g >` n e-�. -.�-s� �. T- a .='o (c. T� 1.✓/ >' f cow S c� C. i ACTION REQUIRED PERSON RESPONSIBLE NOTE: MAKE COPIES FOR ADDRESSEES INDICATED BY "C" IN NO. BLOCK. DATE DUE • • I NO_, hNIT-1 DATE . CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: (�-O(2C IAI a,A ✓/ IN PERSON FIRM: UTILITY SUPT. TEL.. .TELrON I I To: P.W. DIRECTOR ASST.P.W. DER. UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. SUBDIV. ENGR. DESIGN ENGR. CO -OP. PROD. ENGR. FIELD ENGR. SECRETARY FIRM: /�C7< /.G /,.-' TEL. 7 SUBJECT: Jp Ate/ 'TprC FILE: -/OGIG DATE: -'+- OUTLINE OF INFORMATION RECEIVED 1-1 GIVEN I f /A./u cssr /Gqv� i�as<. /J /.•�7 0� 2c�s rrvL /n.�t Z. Gvol c,z '3 /Jpv< A /6% S v A 4t L, T O sT0 G L" 4, /� Cdhc�a� JL.O%�GC. %j rL /cy/�: /J ;>.c+Lf Cv6 ?K,( / ✓c9v .f i /2/auca c.� 4ar � �a rocs G�,� S�on� �t�rt 17 2a � u L] 4 .�� • � + i 4OL7 r�c.�y.�;' � ACTION RETA D 3 �� °� PERSON RESPONSIBLE DATE DUE NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY "C /t IN ND. BLOCK. I \ / -\ �, -,)wA R-S —, 0c I&,( S—.&klrP hr k— �s ac9'CV�I. -.J W� \- 6Gl.1�/�TL OI_( CP74.lSu.�TNT'r aty '� =�JOV •+� —a i -T -L> �C,�ilil S iS T.J .+T •C_�T Fn T A e T )KC V. �•+ .6 h ptzJL u 1\„(V Qt9,0K 6L /S�n -r.e LuTS rt• iN'� �1Z[, -� V S{a6cs ti,7 4(oi '{3 is }• r1- tlTr+> SeN !so v,..7uc 'TZy -; .rte C�ho�F�rl.l Pl.p C0 L;) U T�I Cy • r CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NO. Date MARCH 2, 1967 TO: FILE C -1096 FROM: HUNTER K SUBJECT: FOUNDATI INVESTIGATION; DIFFICULTY OBTAINING REPORT JAMBOREE ROAD THE COUNTY WAS REQUESTED ON DECEMBER 23, 1966, TO BEGIN THE FOUNDATION INVESTIGATION FOR THE SECOND JAMBOREE BRIDGE. THE LAS WAS ORALLY REQUESTED TO EXPEDITE THE REPORT TO ENABLE US TO MEET THE ESTABLISHED DESIGN SCHEDULE ON FEB. 21 BOYLE REPORTED THE LAB HAD PREDICTED THEIR BRIDGE INFO WOULD BE AVAILABLE "NEXT WEEK ". ON FEB. 14, BOYLE REPORTED THE INFO WAS NOT AVAILABLE AND THAT THE BRIDGE DESIGN WAS STOPPED IN EFFECT. ON FEB. 23, THE LAB GAVE BOYLE PRELIMINARY INFO REGARDING PILE TIP ELEVATIONS; BOYLE FELT OBLIGED TO WAIT FOR FORMAL SUBMITTAL TO SEE WHAT DETAILS THE COUNTY WAS RECOMMENDING. BOYLE DID, HOWEVER, REACTIVATE DESIGN WORK BASED ON A CONTINUOUS BRIDGE. THE LETTER DATED FEB. 21, 1967 WHICH FORMALLY TRANSMITTED THE TIP INFO WAS RECEIVED BY THIS OFFICE ON FEB. 27. I r • r CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NO. Date MARCH 2, 1967 TO: FILE C -1096 FROM: HUNTER K SUBJECT: FOUNDATI INVESTIGATION; DIFFICULTY OBTAINING REPORT JAMBOREE ROAD THE COUNTY WAS REQUESTED ON DECEMBER 23, 1966, TO BEGIN THE FOUNDATION INVESTIGATION FOR THE SECOND JAMBOREE BRIDGE. THE LAS WAS ORALLY REQUESTED TO EXPEDITE THE REPORT TO ENABLE US TO MEET THE ESTABLISHED DESIGN SCHEDULE ON FEB. 21 BOYLE REPORTED THE LAB HAD PREDICTED THEIR BRIDGE INFO WOULD BE AVAILABLE "NEXT WEEK ". ON FEB. 14, BOYLE REPORTED THE INFO WAS NOT AVAILABLE AND THAT THE BRIDGE DESIGN WAS STOPPED IN EFFECT. ON FEB. 23, THE LAB GAVE BOYLE PRELIMINARY INFO REGARDING PILE TIP ELEVATIONS; BOYLE FELT OBLIGED TO WAIT FOR FORMAL SUBMITTAL TO SEE WHAT DETAILS THE COUNTY WAS RECOMMENDING. BOYLE DID, HOWEVER, REACTIVATE DESIGN WORK BASED ON A CONTINUOUS BRIDGE. THE LETTER DATED FEB. 21, 1967 WHICH FORMALLY TRANSMITTED THE TIP INFO WAS RECEIVED BY THIS OFFICE ON FEB. 27. NARCII 2A 1967 AERawmaNlca DIvIsIoN Pu mcoofm a CORPORATION Fam RaAD NEWPORT BEAtHp CALIFORN$A1, 92663 AtTENT1ONt Mot, R.E. HADDON SUBJECT: IMPROVEMENT TO JAMBOREE ROAD AT COMPANY ENTRANCE PORTION OF CONTRACT 1096 DEAR Stitt THE ATTAckto AGREEMENT ORIGINAL AND TWO COPIES) OUTLININR RESPONSIBILITIES FOR THE SUBJECT 10"OVENENT Is FORWARDED FOR YOUR REVIEW AND APPROVAL. PLEASE NAVE. ALL COPIES E%ECUM BY THE PROPER AERONUTRONIc REPRESENTATIVES AND RETURNED TO THIS OFFICE FOR FURTHER PROCESSING. A FULLY E%EcUTED copy WILL BE RETURNED Ti YOUR OFFICE AFTER ACTION BY THE CITY COUNCIL. IF YOU HAVE ANY OUESTIONS CONCERNING THE PROJECT 00 THE AGREEMENTS PLEASE FEEL FREE TO CALL NE. VERY TRULY YOURSi HUNTER T. Cs" PROJECT ENa1NEER HTCiMAJ ATTS 0 6 CITY OF NEWPORT BEACH CITY ATTORNEY DEPARTMENT March 1, 1967 To: Assistant Public Works Director From: City Attorney Subject: Cooperative agreement with Aeronutronics Attached are the original and two copies of subject.agree- ment. This has been approved by the City Attorney as to form and is in order for execution by Aeronutronics. Upon execution by Aeronutronics, please return the agreement to us in order that we may prepare the necessary resolution authorizing execution on behalf of the City. T3tyAt Se o r Ctorne THS : aem Attachs. • CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: '1�C�1C cam; IN PERSON I FIRM_ _l._/}�� TEL.. .TELCON I ■tears �mr�rr�r� P.W. DIRECTOR ASST.P.W. DIR. Z -'23-- UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. SUBDIV. ENGR. DESIGN ENGR. CO -OP. PROJ. ENGR. FIELD ENGR. ------SECRETARY To;-- J n iL FIRM: TEL. SUBJECT: J/s !/1'jZ (Z �-�- -- �.ti� -- n2�G FILE: C)q -Co/ IJo.� c cs- ,( /_ DATE: 2 - (� OUTLINE OF INFORMATION RECEIVED I vl GIVEN 11 �c ---rh , u t X, c. W /A L I (Z- .a Q J �p - 1;)�rc.c� I ' ACTION REQUIRED I eA L PERSON RESPONSIBLE i Zco -PA v jai NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY "C" IN NO. BLOCK. DATE DUE - �OUNTV OF t� RANGE 0 A. E. A.,. M A ROAO COM ISSIONER O COUNTY SURVEYOR L. McCONVILLE R. V. WISE ASST. RO AO COMMISSIONER DEPUTY COUNTY SURVEYOR AND SURVEYOR R. B. VAILE W. L. ZAUN DIVISION ENGINEER — OPERA10N5 REFUSE DISPOSAL ENGINEER M. I. STORM DONIS BARRETT OI Yf 510N ENGINEER — ENGINEERING BUSINESS MANAGER TELEPHONE: 547_0547 AREA CODE 714 ROAD DEPARTMENT ENGINEERING BUILDING 400 WEST STH STREET SANTA ANA, CALIFORNIA 92701 February 21, 1967 Mr. Benjamin B. Nolan City Engineer City of Newport Beach 3300 Y. Newport Blvd. Newport Beach, California Dear Mr. Nolan: Reference is made to the request for soils information for Jamboree Road Bridge, A.A.F.P. #346, in your letter dated December 23, 1966. The following data is transmitted for your information. Your supplemental borings and a penetrometer have been completed at the proposed bridge site. Log of test boring sheets for correlation with Porter and O'Brien's test boring logs have also been compiled and will be forwarded with the complete soils report. The complete report will contain embankment data as well as bridge information. The foundations considered in this investigation are Class I (15 inch diameter), 45 -ton bearing capacity pile. Class II pile, H -pile and cast -in -drill hole pile were not considered. It is recommended that tip elevations for piers and abutments be as followss Tip Elevation Approximate Embedment Piers —35' 45' Abutments —35' 45' A pile test is also recommended for this project and --low specifications on pile spacing for the test group will be il- ed in the final report. ��II __ 4 i • • Mr. Benjamin B. Nolan City Bhgineer February 21, 1967 City of Nevport Beach Page 2 It is hoped that this data shall fulfill your needs. Very truly yours, A. S. KOCH Road Commissioner and County Surveyor AS$:FFL:bt Mr. Chuck Thompson The Irvine Company Irvine, California 92664 Dear Mr. Thompson: Jamboree Road Improvements Enclosed -Is a print of a typical cross -section along the easterly side of Jamboree Road northerly of Station 130 + 00 showing, proposed grading. As discussed in our telephone conversation, I would appreciate your review of the enclosed sketch and your comments as soon as convenient. Very truly yours, Donald R. Rook *, C. E. 7174 Is Encl. cc: Mr. Hunter Cook RECEIVED JAN 24 1967 PUBUC WORKS D&L P R N A L E N .C: <»A N. � Ra.rr. :a v . e'� 6 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD r T0; BOYLE ENGINEERS P.o. a" 178 SANTA ANAL CALIFORNIA DATE F[BBuARY 270 1qjj7 ATTENTION: MR, DWIGHT SCHROEDER SUBJECT: JAMBOREE ROAD • C -1096 WE ARE TRANSMITTING THE FOLLOWING: No. COPIES DESCRIPTION I SEPIA FORD ENTRANCE i 0CRD LETTER OF 2/21/6% REGARDING, BRIDGE PILES REMARKS: FOR YouR use. COPIES TO> BY: HumTER T. CoOx PROJECT ENa1NEER ' b MR. A.S. KOCH ORANGE COUNTY ROAD DEPARTMENT 4w WEST 8TH STREET SANTA ANA, CALIFORNIA FERRuARY 24, 1967 SUBJECT: AHFP PROJECT 346 - (M►ROVEMENT Or JAMBOREE ROAD rR01 FORD ROAD TO PALISADES ROAD DEAR SIR: THE PROJECT TO IMPROVE JAMBMEE ROAD BETWEEN FORD ROAD AND PALISADES ROAD WAS ORIGINALLY SUBMITTED BASED ON A BUDGET ESTIMATE OF #390,000. THIS AMOUNT INCLUDED A CONTINGENCY ITEM. AT THE REQUEST OF THE TECHNICAL COMMITTEE, THIS ESTIMATE WAS REVISED, DELETING ALL SEPARATE CONTINGENCY ITEMS. THE PROJECT STATEMENT WAS REOUBMITTED $NOVINO A REVISED ESTIMATE OF $364,000. THE AMFP PARTICIPATION REQUESTED WAS $182,OODj 4100,,OW OF AHFP FUNDS WERE SUBSEQUENTLY AUTMORIZED. THE ORIGINAL PROJECT, AS SUBMITTED, ANTICIPATED NO STREET WORK SOUTHERLY Of NORTH EASTBLUrr DRIVE, OTMER THAN THE INSTALLAOIOM Or MEDIAN CURB. DETAILED DESIGN ANALYSIS HAS REVEALED THAT IN ORDER TO PROVIDE A SIXTEEN FOOT MEDIAN WITH 26 FEET Of PAVED SURFACE CONSISTENT WITH MAJOR ARTERIAL STANDARDS AND DEVELOPMENT AT BOTH ENDS OF THE PROJECT, A SIX FOOT STRIP OF PAVEMENT WIDENING WILL BE REQUIRED ON THE EASTERLY SIDE. A SKETCH SHOWING THE EXISTING CONDITIONS AND THE PROPOSED WORK IS ATTACHED. THIS ANTICIPATED WIDENING WILL EXCEED THE rumS AVAILABLE BY AN ESTIMATED $8500. THE EASTERLY OIE -NALf Of JAIRIOREE ROAD IS THE ORIGINAL TWMLANE COUNTY MAD. THIS HALF or THE ROADWAY IS CROWNED. 10 ORDER TO ACHIEVE A UNIFORM 1.1% CROWALL ACROSS THE ROADWAY, AN ASPHALTIC CONCRETE FILLET AS SHOWN ON THE ATTACHED SKETCH WILL BE REQUIRED. A 016 INCH CAP ACROSS THE EASTERLY TWO LAN E& WILL BE PLACED TO AVOID THE PROBLEMS ATTENDENT WITH CONSTRUCTING SMOOTH 441NS 014 M1GH SPEED ROADWAYS. THE ESTIMATED COST Of THE FILLET AND CAP IS i i PAGE 2 IT Is RCOUCSTED THAT ADDITI PARTICIPATION IN THE AMOUNT OF + $20#000 BE AUTHORIZED FOR PROJECTOU AWP PARTICIPATION MOULD THEN BE ttAPPROXIMATELY 33% or THE TOTAL ESTINATI*.COST Or TMC PROJECT AND APPROXIMATELY Or THE CITY rUNDED PORTION OF THE JOB. AHFP PROJECT 288/320 FOR THE INPROYEMtNT Or JAMBOREE ROAD rRGM PCH TO FORD ROAD is EBBCWTIALLY COMPLETE AND ALTHGUGM TNC FINAL ACCfuMr INO IS NOT YET COM►LCTES IT APPEARS TMAT A SURPLUS OF APPROXIMATELY 410s000 Or AHFP FUNDS WILL RESULT, TNCst FUNDS WOULD BE AVAILABLt FOR SUPPLEMENTING PROJECT 346. TMC ocstGN IS BEING "CUD UP UNTIL A DECISION CAM BE REACHED REGARDING FUNDING. YOUR IMMEDIATE ATTENTION TO THIS PROBLEM WILL THERCrORE BY TRULY APPRECIATED• IF Wt CAN ASSIST YOU BY PKOVIDIMG ANY ADDITIONAL GO CLARIFYING INFORMATION PLEASE CONTACT MR. HUMTER COOK# OUR PROJECT ENGttKtR. HTCINAJ ATT: VERY TRULY YOURS.o JOSEPH T. DEMUR PUBLIC WORKS DIRECTOR C- 1096(D) See Contract File for Proposed Typical Cross Section C!7Y OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT MEMO TO__j�Ci�t�TCY� DATE FROM: SUBJECT: �f /cr 7"e c- cuF P, -CE- (Z oOp Perz�24:7 Yr7C7 P_ 67<56) . (!:� OST icw � ./Gr- — <ef710 7— 7iY cf- QiG E— C/JOS' �ti0 Fau �o T�ie� >-e e,,- -'r O ° - -/ EZ e>- To �A-7- az . COPIES T0: SIGNED PUT IT IN WRITING . . . . . WRITTEN MESSAGES SAVE TIME AND AVOID ERRORS CCTV OF 40PORT BEAC,) - ,PUBL;C WORKS MEMO TO �A , /g p� FROM yj v& i TC.� CEP AR *, NT DATE ^l2 ZS'CQCp SUBJECT: o hL A LnoU%Cc (w., 22 , ALLL !ll'F�- Zes GA r.- 0IALC, C pos-' - t I/ 2--7AL /- Cop iE:s To� PUT J IN WRITING. . . .WR!TrEN MESSAGES SAVE s T;ME AND AVO?D ERRORS DN %ALS i 0 6 FE&M #1216 PFIILCO ELECTRONICS GROUP ' PHILCO -FORD CORPORATION, Aeronutronic Oivicion -Ford Road. Newport Beech. California . 92593 February 21, 1967 City of Newport Beach City Hall 3300 Newport Blvd. Newport Beach, California Attention: Mr. B. B. Nolan, City Engineer Subject: Street Improvements Jamboree Road Gentlemen: This will confirm our intention to proceed with the street improvements on Jamboree Road to improve traffic conditions at the intersection with our plant entrance road. You are authorized to arrange for the required engineering and bid for this work as a part of your current street improvement program. The attached sepia copy of our preliminary design proposal (Sketch C.N. 300 -44) shows the general design intent and the basic scope of work as it has been defined by working with your traffic engineer. Final design drawings, together with a definite scope of work and a cost estimate must be submitted to this office for approval prior to solici- tation of bids. As previously agreed upon, the approved work which directly benefits the Philco -Ford Corporation will be paid for by us. Provisions must be made in your bid documents for identification and costing of this construction in order to establish an equitable price. Unit prices or other similar approaches will be acceptable. REH /cn Enc. cc: L. V. Herich T. F. Morrissey L. E. Smith J. S. Straight Very truly yours, AERONUTRONIC L. V. Herich, Manager Facilities Engineering & Maintenance Dept. P. E. Haddon, Supervisor Facilities Engineering Section RECEIVED FFS 23196% PUBIID KRXS DEPT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD TO: BOYLE ENGINEERING 412 LYONS SANTA ANAL CALIF. DATE FEB. 204 1967 ATTENTION: DON ROOKE SUBJECT: TRAFFIC SIGNAL - JAMBOREE ROAD AT AERONUTRONICS ENTRANCE WE ARE TRANSMITTING THE FOLLOWING: No. COPIES 1} fluvAKAZI SCHEMATIC DRAWING "LOOP CONNECTION FOR MULTIPLE LOOPS IN LEFT TURN POCKETS." REMARKS: THE STATIC RECOWUNDS THE ATTACHED BE USED TO OBTAIN OPTIMUM RESPONSE FROM LOOP DETECTORS. THE LOOP LAYOUTS PREVIOUSLY FURNISHED YOU SHOULD BE MODIFIED ACCORDINGLY. COPIES TO: BY: HUNTER T. COOK PROJECT ENGINEER LOOP CONNECTION FOR MULOPLE LOOPS N LEFT TURN POCKETS. PULL BOX 1 IA 2 2A 3 3A 4 M CONNECTION 1. 1 to L -1 2. lA to 4 3. 2 to L -1 4. 2A to 3 5. 3A to L -2 6. 4A to L -2 L -1 connected to 1 & 2 L -2 connected to 3A & 4A L -I L -2 LEAD IN NOTES: 1. Separate pull -box should be installed. 2. All leads should be tagged. 3. Insulation test for each loop to ground must not read less than 10 meg a to co. (use megger) 4. The loops should be 6' X 6' and 9 feet apart. 1 Direction of Travel I %I Direction of Travel F ► Picot - OVA uJ M 2 3 4 1;i= 1%,* kW FEBRUARY 151, 1967 BOYLE ENGINEERS P.O. Box 178 SANTA ANAp CALIFORNIA ATTENtiou: MR. DWIGHT SCHROEDER SUBJECT= JAMGOREE ROAD - FORD TO PALISADE31 FORD ENTRANCE DEAR SIR: THIS WILL CONFIRM MY CONVERSATION THIS DATE WITH DON ROGUE OF YOUR OFFICE. AERGNUTRGNICS NAS AGREED TO PROVIDE FUNDS FOR THE INSTALLA- TION OF DOUBLE TURNING LANES ADJACENT TO THEIR PLANT ENTRANCE. THEY MADE PREPARED A CONCEPTUAL LAYOUT OF WHAT TMET DESIRCI A COPY 13 BEING MAILED DIRECTLY TO YOU. WE HAVE REPRODUCED A PORTION OF THE ACRONUTROMIC DRAWING AND MARKED IT TO SHOW SPECIFIC ADDITIONAL DETAILS WHICH SHOULD BE INCLUDED IN THE FINAL DESIGN. PLEASE PROCEED WITH YOUR MEDIAN DESIGN BASED ON THIS INFORMATION. MODIFICATIONS TO THE SIGNALS AS SHOWNp ARC BEYOND THE SCOPE OF THE ORIGINAL PROJECT. PLEASE SUBMIT THE ADDITIONAL Ftt YOU WILL REQUIRE TO INCLUDE THIS WORK. YOU WILL BE GIVEN AUTMORI- ZATION TO PROCEED WITH T14E SIGNAL MODIFICATIONS IMMEDIATELY UPON APPROVAL OF YOUR FEE. VERY TRULY YOURS, HUNTER T. COOK PROJECT ENGINEER HTC:MAJ PUBLIC WORKS FEB. 16, 1967 CITY ATTORKY ABBT. PUBLIC WoRKO DIRECTOR COOPERATIVE AGREEMENT WITH AERONUTRONICS AERoMTRONICS HAS ASKED TO PARTICIPATE IM THE IOWROVEMEMT Or JAMBOREE ROAD IN THE VICINITY Or THEIR ►LAMMOTRANCE. PLEASE PRE PARE A COOPERATIVE AGREEMENT RATED OM THE TECHNICAL DATA INCLUDED ON THE ATTACHED MARKED -UP CC" Or A PREVIOUS AOIIEEMENT. v�A BENJAMIN B. NOLAN ASST. PUBLIC WORKS DIRECTOR HTCINAJ 1i CITY OF NEWPORT BEACH /017 S PO, BEACHES Ik RECREATION DEPART* February 1, 1967 TO: JOE DEVLIN, PUBLIC WORKS DIRECT% - FROM: Calvin C. Stewart SUBJECT: LANDSCAPING - JAMBOREE ROAD Hunter Cook has requested Oat I forward landscaping requirements for Jamboree Road north of Ford Road, so that traffic island beautification can be incorporated in the arterial highway construction plan. The cost estimates that I am submitting are based on the assumption that curbs will already exist and that the planting areas will contain suitable top soil. Also, we are assuming that water and electrical sources are close by where needed. Using normal conditions and average water pressure, the following cost estimates would apply to an average one mile: of traffic island planting 16' wide. Each quarter mile X 16' (21,120 square feet) OBJECT Material Labor Total 1� 1. SPRINKLER SYSTEM 7. 2" meter and hook up to source $ 275. $ 50. $ 325. 2,100. Automatic valves & mist. fittings 150. - 150. 100. 2" line 800' 400. 320. 720. 3L 1j" line 800' 320. 320. 640. 3� 1}" line 600' 180. 240. 420. tl 1" line 240' 60. 96. 156. 10 3/4" line 200' 40. 80. 120. 2" backflow device 85. 15. 100. Equipment rental 264. - 264. $ 2,895. 2. ELECTRICAL Time clock and cabinet $ 150. $ - $ 150. Hookup - 50. 50. Conduit, wiring, mist, material 100. - 100. $ 300. 3. SHRUBS, GROUND COVER, TREES Ground cover 100 per sq. ft. $ 1,100. $ 1,000 $ 2,100. Shrubs 100 C $1.00 60. 40. 100. Trees 10 @ $75. 600. 150. 750. Soil conditioners 40. 15. 55. $ 3,005. TOTAL $ 6,200. Thus, one mile = $ 6,200 X 4 or $ 24,800. This breaks down to $ .290 per sq. ft. Also, Joe, where one island is more than 1/4 mile, one time clock can be used, saving a certain amount of money. Again, these are typical situations, and should guide your plans for Jamboree Road. CALVIN C. STEWART CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD To. BOYLE ENGIIIEERING P.O. BOX 17$ SANTA ANAL CALIFORNIA DATE FrMOUARX ?. 196? ATTENTION: MR. DON ROOKE SUBJECT: JAMBOREE ROAD — FORD ROAD TO PALISADES WE ARE TRANSMITTING THE FOLLOWING: No. COPIES DESCRIPTION REMARKS: PER YOUR REQUEST COPIES TO: BID SUMMARY - CONTRACT 817 EASTSLurr TO PALISADES SPECIAL PROVISIONS CONTRACT 5117 PAGES 27 -30 (BRIDGE) 22 HUNTER To COOK PROJECT ENOINEER CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD DATE FEBRUARY 2p 1967 TO: BOYLE ENGINEERING 412 SOUTH LYON P. 0. Box 178 SANTA ANA# CALIFORNIA ATTENTiON: DWIGHT SCHROEDER SUBJECT'. JAMBOREE ROAD MEDIAN LANDSCAPING WE ARE TRANSMITTING THE FOLLOWING: No. COPIES DESCRIPTION (1) MEMO FROM CAL STEWART TO JOE DEVLIN, DATED FEBRUARY 1. (1) SKETCH OF TYPICAL SPRINKLER SUPPLY LINE SETUP. REMARKS: THE ABOVE INFORMATION WILL PROVIDE A GENERAL OUTLINE OF THE TYPE OF INSTALLATION ANTICIPATED. PLEASE NOTE THE SKETCH IS FOR 1200' MODULES WHILE 13201 MODULES WERE USED AS THE BASIS FOR THE ESTIMATE. THESE LONGER MODULES ARE APPROPRIATE FOR THIS PROJECT. I WILL BE PLEASED TO MEET WIT" YOU AT YOUR CONVENIENCE TO DISCUSS DETAILS OF THIS AND OTHER ASPECTS Of THE PROJECT. COPIES TO: BY: HUNTER T. COOK PROJECT ENGINEER CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: IN PERSON I FIRM: TEL.. .TELCON I �1 I NCI_ IN IT_ f ?LTF _ P.W. DIRECTOR ASST.P.W. DIR. UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. SUBDIV. ENGR. DESIGN ENGR. CO -OP. PROJ. ENGR. FIELD ENGR. SECRETARY FIRM: TEL. SUBJECT: �/,OHTdevG�x� /Zr� Y�a�o Ta 1z�ti SQaaL -� F'ILE: -� /ODD DATE' 147-0 OUTLINE OF INFORMATION RECEIVED 1_1 GIVEN I Y 42vI?�..c-� �.�' .o/»:.v! ✓e 4 s /r�iz.� o.ci c-=—sa s� 156�S. 6G -S 1.iovso G�o'+�T /�/c' i..- % ✓ ✓ri. �io..�rf�ro� -/ ACTION REQUIRED PERSON RESPONSIBLE DATE DUE NOTE: MAKE COPIES FOR ADDRESSEES INDICATED BY "C" IN N0. BLOCK. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD TO: BOYLE ENSINEERINO P.O. Box 178 SANTA ANAL CALIFORNIA ATTENTION: I NR. DwIOHT SCHROEDER SUBJECT: JAMBOREE ROAD rRON FORD ROAD TO PALISADES WE ARE TRANSMITTING THE FOLLOWING: 10 (2) REMARKS: FOR YOUR INFO. DATE JANUARY 20 1967 DESCRIPTION CNB DRAwINO R -508" REMEDIAL WORK AT JAMSOREE ROAD BRIDu IRvINE BLOCK 51 To►o THE CONTRACT NUMBER FOR THIS PROJECT WILL BE G'10 9(� THE SELECT SYSTEM No. Is 69. THESE SHOULD BE SHOWN ON THE TITSE SHEET AS WAS DOME ON THE PREVIOUS JOO. COPIES TO: m HUNTER T. COOK PROJECT ENGINEER E CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: ��b.rn bnt �J e c IN PF,RSON I FIRM: TEL. - .TELCON I I To: NO.. [NIT, DATE P.W. DIRECTOR ASST.P.W. DIR. UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR, iSUBDIV. ENGR. DESIGN ENGR. CO -OP. PROJ. ENGR. FIELD ENGR. SECRETARY FIRM: TEL. SUBJECT: t�o2� 4 -�z (7 ��R�. ss�cs�� FILE: C- I 7�lk3 'i-I DATE: I—) R OUTLINE OF INFORMATION RECEIVED 1-1 GIVEN I I AT ntc Custer -v '� -W�c-. ACTION REQUIRED PERSON RESPONSIBLE NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY "C" IN NO. BLOCK. 0-1� —?Ai. S,a, -% DATE DUE 1 JANUARY 18, ic(c) MR. A. S. KOCH ORANGE COUNTY ROAD DCPARTMCNT 4oD WEST 8tH STREET SANTA ANAL CALIFORNIA ATTENTIONS FRANK LAkLLE SUBJECTS MATERIALS TESTING foot AWP PROJECT 3461 JAMBOREE ROAD ►ROM FORD ROAD TO PALISADES ROAD. DEAR SIRI- IN ADDITION TO THE INVESTIGATION REQUESTED BY OUR LETTER of DECEMBER 23. 1966, PLEASE ANALYZE THE EXISTING ROADWAY BETWEEN FORD ROAD AND NORTH EASTBLUF► DRIVE WITH REGARD TO ITS STRUCTURAL ADEQUACY TO SUPPORT A TRA ►►IC INDEX OF 8.5. IF A CAP IS REOUIREDV PLEASE ADVISE TIE RECOMMENDED THICKNESS, THE EXISTING STRUCTURAL SECTION IS 3" AC/8" AB. THIS INFORMATION IS REQUIREO AS SOON AS POSSIBLE TO ALLOW ESTABLISHMENT OF ELEVATIONS FOR THE MEDIAN CURB. IF YOU HAVE ANY QUESTIONS# PLEASE CALL MC. HTCtIN VERY TRULY YOURSS HUNTER T. COOK PROJECT ENOIHEER C' /o83D CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: �.r7 o�C IN PERSON I FIRM: TEL.. - .TELCON ICI NCI_ IN IT_ 1 DATF P.W. DIRECTOR ASST.P.W. DIR. UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. SUBDIV. ENGR. DESIGN ENGR. CO -OP. PROJ. ENGR. FIELD ENGR. ECRETARY To` -moo �le FIRM: r� TEL. SUBJECT: FILE: C i bsrs'D DATE: 1- OUTLINE OF INFORMATION RECEIVED 1-1 GIVEN 1`-4I �+� � A C' cam..:_. � T � �1 6'si- "[� —�...� +�.. � � ♦ � T N �- �so�( 1, 1-c J =1iC6 AIL- L 7�- C_,1L A 4 b c.�,a -vrz_ -5 u oc �o J-(e r -19 L .d U :� �� c -�x�.T � =�-c c-J a C rc o5 s --s2 � Q--i-�: ACTION REQUIRED II PERSON RESPONSIBLE DATE DUE J/a h1 1LTU O1= ,cam -sue I/2 NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY "C„ IN N0. BLOCK. 0 0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD DATE JANUARY 9. 1967 To: ORANGE COUG_NTY ROAD DEPARTMENT WO WEST 8TH STREET SANTA ANAL CALIFORNIA ATTENTION: MR. FRANK LABELLE SUBJECT: AHFP PROJECT /346 - JAMBOREE ROAD FROM FORD ROAD TO PALISADES ROAD WE ARE TRANSMITTING THE FOLLOWING: NO. COPIES DESCRIPTION I PILE DRIVING RECORDS AHFP PROJECT #138 \ JAMBOREE ROAD REALIGNMENT FIRST BRIDGE/ -Si rs / -7y REMARKS: FOR YOU INFORMATION. ADDITIONAL CONSTRUCTION DATA AND A COPY OF THE PORTER AND O'BRIEN FOUNDATION REPORT ARE BEING SENT TO YOU BY BOYLE ENGINEERING UNDER SEPARATE COVER, COPIES TO: BY: HUNTER T. COOK PROJECT ENGINEER CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: i 1, 2 IN PERSON 1 I/ FIRM: Oc Z IJ TEL. .TELCON 1 -I I N0. 1INIT.1 DATE P.W. DIRECTOR �. ASST.P.W. DIR. UTILITY SUPT. TRAFFIC ENGR. ASST, CITY ENGR, SUBDIV. ENGR. DESIGN ENGR, CO -OP. PROJ. ENGR. FIELD ENGR. - SECRETARY Toe . ( cgo4� FIRM: J TEL. SUBJECT: JA.nr�p.2L, -t.: \- ��..,tnn -ri o.� 1 ei,i�,a- (_.r�otl FILE L)&---2- T�) DATE: I - L( l c-�c7vy OUTLINE OF ,, INFORMATION RECEIVED I L, Gi VEN 11 p �c�ss V Ail �- iJ ny) 'rte �'2 c- J�;.�� •-r- '3 `� dR-� N� ACTION REQUIRED PERSON RESPONSIBLE DATE DUE NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY "Ctt IN NO. BLOCK. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3100 W. NEWPORT BOULEVARD DATE DECEMOER 39, 1966 To,. BOYLE ENGINEERING Box 178 SANTA ANAL CALIFORNIA A7 ENTICN. DMIGHT SCHROEDER SUBJECT: JAMBOREE ROAD FROM FOR TO PALISADES WE ARE TRANSMITTING THE Fr'-OWING. No. C-,1POE8 DESCRIPTOCN L REMARKS. FOR YOUR FILES CONTRACT FOR ENGINEERING SERVICES FULLY EXECUTED COPIES TO: BY° HUNTER T. COOK PROJECT ENGINEER l2 6 (12) I RESOLUTION NO. .G431- i 2. A RESOLUTION BE. .20 CMADMIL OF THE CITY Of VIWPORT BEACN� }XWUTION OF,A 3 CONTRACT FOR =0 SERMIS WUH BOW , . M I RII1G IN TION WITH TIC D 4 OF JAMBOREE RQAB FMD ROAD TO PAL 'IS M ROAD 51 6 WHE'RZhS, tbars.;has ben►, to the City Couaail of "laresentsd 71I the City of Newport 'Beach a certain contrast'betvsea the laity of 81 Newport Beach and Boyle Engineering for eagiaeery, "services in 9 1 connotation with a prabiic works project dsscrlW�'as the widewiu$ . 10 iMr9Vsmsnt of Jamboree Road from Ford Road to Palisades RD"; sad 11 WNSWl, the City Council has considered tie tasro►e and L12 conditions of said contract and found theme to.br and equitable 13 NGW, THEREPMO BE IT RESOLVED that said contract for 14 engineering services be approved and the Mayor and City Clark are 15 hereby authorised and directed to execute the same on behalf of the 16 City of Newport Beach. 17 ADOPTED this 27th day of - eewber , 196 6. 18 19 vice mayor 20 I ATTBST: 21 � 22 23 24 25 26 27 28 29 30 31 32 em U/ /66 (7) 1 CONTRACT PM ENGINEERING SERVICES (Pzvject for the Improvement.of 2 Jamboree Road fro% Lard Road to Pa isadea Road) 3 4 THIS AGREEMENT is made mad erc.ered into by and between 5 the CITY OF NEWPORT WAOR., hergi titer referred to as "City ", and 6 BOYL.E ENGINEERING, a Californfi corporation and a licensed 7 engineering firm, hereiaa ter referred to as "Enginees ".. g RECIMS. 9 A. City proposes to construct a public works project 10 which is described as follp"_I 11 The widening and improvement of Jamboree Road from Ford. 12 , !toad to Palisades Read, 13 B. Engineer has submitted a proposal to City to per - 14 form engineering services in connection with said project. 15 C. City desires to engage this services of Engineer. 16 AGM—MT: 17 1. General 18 I City engages Engineer to furnish the services herein - 19 after specified for the compensation herein stipulated, and 20 Engineer agrees to perform said services upon said terms. 21 2. Quties of Engineer 22 The Engineer shall: 23 ' Phase L 24 (a) Conduct a preliminary investigation which shall 25 include disaussioua and negotiations with all agencies 26 involved in the project. 27 ! (b) Make field surveys necessary for design and 28 accumulate record drawings of existing construction and 29 right -of -way. 30 (c) Prepare specifications and provide general super. 31 vision and office advice concerning test boring, subsurface 32 and foundation investigations and such other design and S 2 3 4 5 6 7 F we 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 49"trucr.ion tuts that WWI, from tins to tise; be xaquired.. y 9*h tests are to be p tided by tko;€iity. (d) Ptolttre a alyse pzelijinary altercu tIVO plas}s with estIMt"':of cost and.selection of.reccomended plan for J. construction. (a) Prepare detailed plans and apecificati"*1or the krvjecL, including all drainage iaCil #ties,.,.:Plans and spsrci- fica:ions shall be suitable for coqm tine bids. The City will furnish Lu6i.neer with standard Cit.-,' of Newport 8o plan ar,(i proflle sneet3 to be used in preparing, said plans. (h) rrovide centerline smnuuiensacion Of the alignment in accordance wL_-'x City standards. (c) ra:epa.e qua.Lzi-I. urid zoa: estimates for Cbe project. (d) Prepare concracL proposal in type4 . form suitable for inclusion in the bidding documents. (e) Provide general supervision, consultation and advia during construction. (f) Check shop drawings and revise pJ."s and specifi- cations as necessary to accommodate conditions discovered dur- ing construction. (g) Consult with the Public Works Director and his staff regarding interpretation of the plans and specifications and other problems which may arise from time to time. (h) Prepare record drawings incorporating therein any construction changes. (i) Provide final inspection and report. 3. gowAletion of Service& LuSineer will make every affor_. to complete the work called for in paragraph 2 in accordance with the following sche&l s (a) Completion of Phase 1 60 to 75 days after notifi- cation from City to proceed with the work. 2. l 1 (b) conmpletipn of Phase 11 45 to 60 days after noti- . 2 `_ficetion of she accipcance of the work comprised within 3 Phase I by the City. 4 Cioy acknowledges tk the above schedule for the 5 :. lotion of the work iw ►tative. 6 4. Cost of Work 7 .,_..Xnstneer agrees to perform the above described work for 8 the to "V fee of $240,000 vbich shall be payable by the City fol- 9 lowift t¢ceipt of bills from Engineer in accordaowith the fo1- 10 lowing s.'c : 11 (a) At: submittal of recommended plan camvleting 1� woC:C of Phase I .. ................or....o........ $1i3O®o 13 W A -_: submittal of plans and specifics- 14 iovia ready for receipt of bids.........•.•!.... $100000 15 (•} A� subMittal of final report, nee• 16' built" drawings, and setting of centerline 17! 18' 19 20 21 22 23 24 25 26 27 28 29 monuments ........ ............................... $ 3000 Total Pee $24,000 5. Reproduction Costs City agrees to reimburse Engin"t for than actual cost of reproducing drawings and other documents requested by City. 6. Termi na z:ion City reserves the right to terminate this contract at any time by giving Engineer three (3) days' prior written notice in the United States mails, postage prepaid, addressed to aiy of Rnginser's business offices. In the event that City shall term- inate this contract, it shall reimburse Engineer on the basis of its, standard fee schedule contained in . its proposal dated Uecemb 30 I 7, 1966. 7. Amendment This agreement may be amended or modified only by writ- ten agreements signed by both parties and failure on the part of 3. I 1. 4 51 6 7 8 II 9 lI 12 13 14 15 16 � 17 18 19 20 21 22 23 24 25 26 27 30, 31 32 � j either party to enforce any provi4ion of this agreement shall ,viot ..,:be construed as a waiver, of to compel onforGement-of such p"vision or provisions. This agreement shall not be aessigned without the writ- ton Q*UgenL of City. 9. Hold U lent Engineer shall assume the defense of and indemify and save harmless the City, and its officers and employees, from all claiuts, loss, damage, injury and liability of every kind, nature and description, direc.�Iy or Jadirectly arising from Engineer's performance of this contract and of the engineering work and services herein provided: IN WITNESS WHEREOF; the parties hereto have executed this agreement, this mod„ day of 196 '.1 1]: CITY OF N.9k?OKT BRACH By ARPROVID AS TO FORK. Vice mayor Attests Turly H. Seymour, City AtMixte-y—, Acting CIVY QIerK CITY BOY.,. LE ENG1 By Attest- Secretary-Tre as ENGINEER 4. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD To: Mm* As S• KOCN ORAmm CNTT ROAD OCPARTNCIIT WCBT OTH STRCCT SAIITA ANAL CALfrORNiA ATTENTION: WCNDCI.1. HARTOhN SU63E CT: AIiP PROJECT 315 WE ARE TRANSMITTING THE FOLLOWING: 2 REMARKS: FOR TOUR REViEM AND APPROVAL, DES ION RCMORT DATE DCCCNOCR 29, 19% DESCRIPTION COPIES TO: Bovu ENaiNCCRiNa BY: ATTNi OYIaNT SCNROCoCR HUNTER To Coax PROJCCT ERaiRSCR i H I GHWAY CITY OF NEWPORT BEACH HIGHWAY DESIGN REPORT DESIGN REPORT FOR JAMBOREE ROAD BETWEEN FORD ROAD AND PALISADES ROAD AHFP PROJECT No. 346 LENGTH 1.9 MILES ESTIMATED COST $ 364,000 APPROVED: .'- " -. JOSEPH'S. DEVLIN PUBLIC WORKS DIRECTOR .,j REVIEWED BY C DATE u APPROVED: A. S. KOCH COUNTY SURVEYOR AND ROAD COMMISSIONER 9 1. GENERAL PROJECT REPORT 0 THE PROJECT WAS APPROVED FOR AHFP PARTICIPATION IN FY 66 -67. IN ADDITION TO AHFP FUNDING, THE PROJECT WILL BE FINANCED BY CITY SECTION 186.1 GAS TAX FUNDS AND A CONTRIBUTION FROM THE ORANGE COUNTY FLOOD CONTROL_ DISTRICT. THE FLOOD CONTROL DISTRICT WILL FINANCE THE PORTION OF THE SAN DIEGO CREEK BRIDGE RESULTING FROM WIDENING OF THE CHANNEL FROM 80 FEET TO APPROXIMATELY 335 FEET. AHFP FUNDING HAS BEEN LIMITED TO $100,000. 2. PRESENT ROAD THE EXISTING ROAD FROM FORD ROAD TO NORTH EASTBLUFF DRIVE IS FOUR LANES DIVIDED. THE PRESENT MEDIAN I$ UNIMPROVED. THERE ARE TRAFFIC SIGNALS AT FORD ROAD AND AT THE ENTRANCE TO THE AERONUTRONICS PLANT NEAR BISON AVENUE. FROM EASTBLUFF DRIVE TO PALISADES ROAD, THE WESTERLY ONE -HALF OF THE ROAD IS UNDER CONSTRUCTION AS AHFP PROJECT 138. TRAFFIC PRESENTLY FOLLOWS THE CIRCUITOUS TWO LANE ALIGNMENT OF THE ORIGINAL JAMBOREE ROAD. THIS PORTION OF ROADWAY WILL BE ABANDONED AND TRAFFIC PLACED ON THE WESTERLY ONE -HALF OF THE ROAD UPON COMPLETION OF THE PRESENT AHFP PROJECT. 3. REFERENCE DATA 1. PLANS FOR TRACTS 4705, 4892, 4893, 5018; SHEETS 9 -15. 2. PLANS FOR TRAFFIC SIGNAL AT JAMBOREE ROAD & ENTRANCE TO AERONUTRONICS PLANT. (INCLUDED IN PLANS FOR ITEM 1 AS SHEET 61) 3. IMPROVEMENT PLANS FOR JAMBOREE ROAD FROM PACIFIC COAST HIGHWAY TO FORD ROADS CNB DRAWING R- 5065 -S, SHEETS 1 THROUGH 18. 4. IMPROVEMENT TO JAMBOREE ROAD FROM NORTH EASTBLUFF DRIVE TO PALISADES ROAD; CNB DRAWING R- 5010 -S, SHEETS 1 THROUGH 21. 5. PALISADES ROAD PROJECT CNB DRAWING R- 5041 -S, SHEETS (i) - (6). 6. REPORT OF FOUNDATION INVESTIGATION (TO BE OBTAINED LATER). 4. PROPOSED CONSTRUCTION JAMBOREE ROAD WILL ULTIMATELY BE WIDENED TO SIX LANES WITH A 16 FOOT MEDIAN, TWO PARKING LANES PLUS 10 -FOOT PARKWAYS. THIS PROJECT WILL PROVIDE FOUR LANES WITH IMPROVED SHOULDERS. THE PROJECT WILL PROVIDE A 16 FOOT CURBED MEDIAN AND TWO ADDITIONAL 12 FOOT LANES FROM PALISADES ROAD TO NORTH EASTBLUFF DRIVE. SHOULDERS WILL BE STABILIZED. A TWO LANE BRIDGE PARALLEL TO THE ONE NOW UNDER CONSTRUCTION WILL BE PROVIDED ACROSS SAN DIEGO CREEK. CHANNELIZATION WILL BE PROVIDED AT THE INTERSECTION OF JAMBOREE ROAD WITH NORTH EASTBLUFF DRIVE. PROVISION WILL BE MADE IN THE DESIGN FOR THE INSTALLATION OF TRAFFIC SIGNALS AT THIS CORNER AT A LATER DATE; TRAFFIC SIGNALS ARE NOT A PART OF THIS PROJECT. A RAISED MEDIAN WILL BE INSTALLED FROM FORD ROAD TO NORTH EASTBLUFF DRIVE. PAVEMENT WORK IN THIS LATTER AREA WILL BE LIMITED TO THAT NECESSARY TO PROVIDE DRAINAGE. PAGE 2 PROJECT REPORT FILL FOR THE EASTERLY ONE -HALF OF THE ROADWAY NORTH OF NORTH EASTBLUFF DRIVE WILL BE PLACED FOR THE ULTIMATE SECTION`' -JN ORDER TO MINIMIZE FUTURE DIFFERENTIAL SETTLEMENT PROBLEMS. I DESIGN OF THE PAVEMENT WILL BE BASED ON FIELD TESTS, OF ACTUAL SUBGRADE MATERIAL) PRIOR TO THE START OF CONSTRUCTION OF THE FINAL STRUCTURAL SECTION. 5. DESIGN CRITERIA 1. MINIMUM CURVE RADIUS - 1200 FEET. 2. DESIGN SPEED - 6O M.P.H. 3. THE IMPROVEMENT WILL BE CENTERED WITHIN THE EXISTING RIGHT -OF -WAY. 6. DRAINAGE THE DRAINAGE WILL BE BASED UPON THE RESULTS OF FUTURE STUDIES BASED ON THE LATEST DATA AVAILABLE FROM THE ORANGE COUNTY FLOOD CONTROL DISTRICT. ). OBSTRUCTIONS EXISTING UTILITY LINES FOLLOW THE ROAD ALIGNMENT. POWER LINES WILL BE RELOCATED OUTSIDE THE LIMITS OF THE PROPOSED TRAVELWAY AS NECESSARY. OTHER UTILITIES WILL BE RELOCATED ONLY AS NECESSARY TO PROTECT THEM FROM THE ANTICIPATED TRAFFIC LOADS. AN EXISTING SMALL DIAMETER WATER LINE SUPPLYING THE SALT WORKS CROSSES THE ROAD RIGHT -OF -WAY IN THE AREA OF SAN DIEGO CREEK. SEVERAL BUILDINGS ARE PRESENTLY STANDING AT THE TOP OF THE SLOPE NORTH OF SAN DIEGO CREEK ON THE EAST SIDE OF THE ROAD WAY. DEPENDING ON THE FINAL DESIGN OF THE ROADWAY, SPECIAL TREATMENT MAY BE NEEDED TO PROTECT THESE STRUCTURES. A DECISION WILL BE MADE WHEN FINAL DESIGN IS DETERMINED, REGARDING THE TYPE OF TREATMENT TO BE PROVIDED. H. RIGHT -OF -WAY NO ADDITIONAL RIGHT -OF -WAY WILL BE REQUIRED. 9. MISCELLANEOUS ITEMS 1. CURBS AND GUTTERS THE MEDIAN WILL BE CURBED) HOWEVER, INSTALLATION OF EXTERIOR CURB AND GUTTER WILL BE WITHHELD UNTIL THE ROADWAY IS WIDENED TO THE ULTIMATE WIOTH. 2. GUARD RAIL AND FENCES GUARD RAIL WILL BE INSTALLED IN THE AREA OF THE BRIDGE AS REQUIRED FOR TRAFFIC SAFETY. 0 i ' PAGE 3 PROJECT REPORT 1 3. INTERSECTION AND CHANNELIZATlON ITEMS LEFT TURN POCKETS WILL BE PROVIDED FOR ALL INTERSECTIONS. 4. SLOPES CUT SLOPES WILL BE 1.5:1; FILL SLOPES WILL PROBABLY BE 2:11 SUBJECT TO THE RESULTS OF THE SOILS INVESTIGATION. BANKS WILL BE PLANTED AND/OR SEEDED AS NECESSARY TO PROVIDE EROSION PROTECTION. 10. DRAWINGS THE ATTACHED CNB DRAWING R- 5055 -5 SHOWS THE PROPOSED HORIZONTAL ALIGNMENT AND LIMITS OF THE RIGHT -OF -WAY. THE VERTICAL ALIGNMENT WILL FOLLOW THE EXISTING ALIGNMENT BETWEEN FORD ROAD AND NORTH EASTBLUFF DRIVE AND THE ALIGNMENT OF THE AHFP PROJECT 138 PRESENTLY UNDER CONSTRUCTION FROM NORTH EASTBLUFF DRIVE TO PALISADES ROAD. HTC:IH 12 -28 -66 Lz CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD To, BOTLE EMGINEERING 412 SovrN LYON Box 178 SANTA AMAX CALIFORNIA ATTENTION: MR. DUIGHT SCHROEDER SUBJECT= .JAMBOREE ROAD - FORD TO PALISADES WE ARE TRANSMITTING THE FOLLOWING: No. COPIES DESCRIPTION REMARKS= 1 EACH TRACT 47o5 ETC. , SHEETS 9 +15, 61 OF 66. IMPROVEMENT PLANS FOR .JAMBOREE ROAD. 2 EACH 1 EACH PER YOUR REQUEST. TOPOORAPNIC MAP OF IRVINE'S SUBDIVISION BLOCK 56 BLOCK 57 COPIES T06 BYa47 C' HUNTER T. COOK PROJECT ENGINEER 0 TO: CITY COUNCIL FROM: PUBLIC WORKS DIRECTOR 0 e- io83D DECEMBER 27, 1966 SUBJECT: CONTRACT FOR ENGINEERING SERVICES FOR THE IMPROVEMENT OF JAMBOREE ROAD FROM FORD ROAD TO PALISADES ROAD. RECOMMENDATION: ADOPT A RESOLUTION AUTHORIZING THE MAYOR AND THE CITY CLERK TO EXECUTE AN AGREEMENT WITH BOYLE ENGINEERING FOR SUBJECT SERVICES. DISCUSSION: a 15- ON APRIL 26, 1966, THE CITY EXECUTED AN AGREEMENT WITH THE COUNTY OF ORANGE FOR THE IMPROVEMENT OF JAMBOREE ROAD FROM FORD ROAD TO PALISADES ROAD THROUGH THE PROVISIONS OF THE ARTERIAL HIGHWAY FINANCING PROGRAM. THE AGREEMENT ASSIGNS DESIGN AND CONSTRUCTION RESPONSIBILITY TO THE CITY. THE APPROVED BUDGET FOR F.Y. 1966 -67 PROVIDES FOR PREPARATION OF PLANS BY A PRIVATE ENGINEER. A PROPOSAL HAS BEEN RECEIVED FROM BOYLE ENGINEERING TO PROVIDE THE REQUIRED ENGINEERING SERVICES FOR THE LUMP SUM FEE OF $24,000. THIS IS IN CLOSE AGREEMENT WITH THE RECOMMENDED FEE FOR PROJECTS OF SIMILAR COMPLEXITY AS RECOM- MENDED BY THE AMERICAN SOCIETY OF CIVIL ENGINEERS. BOYLE ENGINEERING HAS SATISFACTORILY PERFORMED SIMILAR WORK FOR THE CITY; THE FIRM IS WELL QUALIFIED IN THIS TYPE OF WORK AND IS CONVENIENTLY LOCATED IN SANTA ANA. THE PROJECT WILL PROVIDE THE SECOND TWO LANES OF THE REALIGNED JAMBOREE ROAD, FROM PALISADES ROAD TO NORTH EASTBLUFF DRIVE, INCLUDING A SECOND BRIDGE OVER SAN DIEGO CREEK. CURBED MEDIAN AND NECESSARY DRAINAGE FACILITIES WILL BE CONSTRUCTED FROM PALISADES ROAD TO FORD ROAD. THE.ESTIMATED COST OF THE PROJECT, INCLUDING ENGINEERING, 1 s $361+, 000. V LIN DIRECTOR APPROVED BY CITY C"'UNCIL I . DATE " 196_ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD DATE DECEMBER 23, 1966 TOE BOYLE ENGINEERING 412 SOUTH LYON P. 0. Box 17$ SANTA ANA$ CALIfORN1A ATTENTION. DWIGHT SCHROEDER SUBJECT. JAMBOREE ROAD • FORD TO PALISADES. WE ARE TRANSMITTING THE FOLLOWINGI NO. COPIES DESCRIPTION REMARKS*. 1 PER YOUR REQUEST2 CNB DRAWING R- 5010 -S SHcET (1) -(10) STANDARD LINEN SHEETS WILL BE FORWARDED WITHIN THE NEXT TWO WEEKS UPON RECEIPT FROM THE PRINTER. COPIES 'TOI BY6 HUNTER T. COOK PROJECT ENGINEER ENGINEERING C' -ion, p We are transmitting the following: No. Copies Description 1 Realignment of Jamboree Road - Foundation Report 1 print - Traffic Signal and Lighting Standards Remarks: RECEIVED DEC 27 1966 PUBLIC WORKS DEPT. Copies to: DCS /vld Encl. BOYLE ENGINEERING By wigf) Schroeder, C.E. 8603 ARCHITECTS • ENGINEERS 412 SOUTH LYON STREET • SANTA ANA. CALIFORNIA 92702 KIMBERLY 7 -4471 ADDRESS REPLY TO P. O. BOX 178 To: City of Newport Beach Date: December 23, 1966 3300 Newport Boulevard Newport Beach California , Office Ref: 51- 0061 -00 -00 Mr. Hunter Cook Attention Subject: Jamboree Road We are transmitting the following: No. Copies Description 1 Realignment of Jamboree Road - Foundation Report 1 print - Traffic Signal and Lighting Standards Remarks: RECEIVED DEC 27 1966 PUBLIC WORKS DEPT. Copies to: DCS /vld Encl. BOYLE ENGINEERING By wigf) Schroeder, C.E. 8603 N 0 DEctioun 23, 199 - MR. A. S. KoON ROAD COMMISSIONER NiR"m COYMTY ROAD DEPARTIMIIT Jim WtiT arm STRtET SANTA ANAL CALIFORNIA, SUDJECEN SOILS ENGIHttRINS FOR MIT PROJECT 346, .FROM FoRD ROAD To PALISADMS ROAD. (TEAR SIRS THE CITY HAS RETAINED THE ►IRN or BOYLE EN0I0WERIM TO MEPAK THE PLANS FOR THE AIMIVE MOJECT. DtsIO1 IS NOW CONNENCINO. INA514UCH AS THE PROJECT IMQAV9S CONSTRUCTION OF A 3" MOT DRIDGE ACROSS THE SAN DIEGO CREEK CNANNCLV AND ►LAMUNT OF A PILL ON THE SOFT COIRNItSSISLE CLAYS UNDERLYING THE AREA NEAR THE IRIOUJI, SOMISERASLE SOIL$ EMGINtERINS HILL DE MEMO. IN ACCORDANCE WITH AWP POLICYS IT IS AtQMWTiIM THAT THE COUNTY MATERIALS LAM BEGIN THE SOILS INVCSTMGATION, A Lost M-ju: INFORMATION TMAT WILL DE MEMO IN THE REPORT IS ENCLOSED FOR RE►tuNCt. sib` IT IS OUR UNKRSTANDINO THAT Tilt COUNTY Nw SM NOT POSSESS THE ONI►MNT TO PER►ORM CONSOLIDATION TESTS. IN VItW OP THE tMFORTANtt or THIS TYPZ OF INFORMATION AND ANALYSIS IN ANNOYING AT THE FINAL 1119tOMWOODATIONSS IT MAY Dt DESIRAOLC TO SECURE OUTSIDE COMWLTIMS SERVICES FROM A FIRM SPECIALIZING IN TNI$ TYPE OP WORK. Mt MOULD St MM TO HAVE YOUR THOUGHTS ON TNIS MATTtR. IT WOULD RE APPRECIATES IF THE 'i1WE /TIMTIONS NEEDED PDR MRIORE 0991ON COULD DE STARTED AS SOON AS POSE /DLE# *0 THAT TIKRE WILL SE SW►ICItNT TIM[ TO INYESTI- GATE ALTERNATE MOOS AND STILL MEET TM PRMJCCT SCHtDULt. WE WILL RE PLEASED TO MEET AT ANY TOM TO DISCUSS THE PROJECT. IF Tutu ARC ANY QM$t10NSy MADE CONTACT OUR PROJECT billINECItS Nmum T. COON. BBNlIN CCS DIVISION of HIOMAYS ATTNa MR. A. A. SMITH Boy" ENGINEER /NO ATTNi Nil. DWIOR $CHROtDER VERV _MLLY VOURS jv .'ft"JAMIN Be NNOLAN .41TY CUSINEER DATA TO BE INCLUDED IN SOILS AND FOUNDATION REPORT FOR JAMBOREE ROAD FROM FORD ROAD TO PALISADES ROAD A. General soils, construction and design data: 1. Classification of soils types to be encountered. 2. Special equipment, if any, required to excavate and compact the soil. 3. Optimum and field moisture content of various soil types. 4. Special requirements for clearing or stripping right of way and slope banks prior to placing embankments. 5. Shrinkage orswe!' Factors to be expected. 6. Preliminary selection of roadway structural section including imported aggregate base, cement or lime treated base, etc. 7. Maximum slopes that may be utilized in cut and fill areas. 8. Requirements for erosion control in longitudinal ditches and in slope banks. B. Construction of embankment at approach to bridge at San Diego Creek. 1. Requirements for preparation of foundation for embankment, including placement against newly constructed existing embankment. 2. Control, if any, on rate of placement of embankment and estimate of effect on existing embankment. 3. Details of construction and placement of instrumentation for observation of settlement, pore pressures, etc., if desired. 4. Estimate of settlement vs, time for embankment and criterion for determining tine that the embankment will be suitable to receive pavement. 5. Maximum slopes that maybe utilized. C- WC.w40110& C. Srlage foundation LCA.ua Aup Qu &w*w.Ti I . Tabular values of pile lengths vs. allowable pile load for loads of 30, 40, 45 and 50 tons. Page 2 HaTMOO 2. Recommendation on minimum pile lengths and - ernwrierfor computing pile capacities. 3. Estimate of post- construction settlement of piles. 4. Estimate of differential settlement that may occur between pile bents and recommendation on suitability of continuous bridge design , 5. Estimate of differential settlement between approach fill anu bridge abutment and recommendations for special design details if any required. I CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION J �- FROM: NvC /C J,�.m,y,���/ IN PF,RSON 1/ FIRM: TEL. .TELCON I ✓I i I NO. litdiT 1 nATr P.W. DIRECTOR ASST.P.W. DIR. UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. SUBDIV. ENGR. DESIGN ENGR. CO -OP. PROJ. ENGR. FIELD ENGR. SECRETARY To._ ajoiG FIRM° TEL. SUBJECT:_,, FILE: DATE: 17--zi OUTLINE OF INFORMATION RECEIVED 1_I GIVEN I— I /CJ / / {P /�/1. V ACTION REQUIRED PERSON RESPONSIBLE DATE DUE NOTES MAKE COPIES FOR ADDRESSEES INDICATED BY "Cf' IN N0. BLOCK. 0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD TO: BOYLE ENGINEERING P.O. Box 178 SAMTA ANAL CALIFORNIA ATTENTION: MR. D410NT SCNROEDER SUBJECT: JAMBOREE ROAD - FORD TO PALISADES WE ARE TRANSMITTING THE FOLLOWING: COPI REMARKS: PER YOUR REQUEST. rl DESCRIPTION DEED OF STREET EASEMENT JAMBOREE ROAD OR 6135/155 (PAL13ADEs ROAD To N. EASTSLUSF D;±) COPIES TO: BY: HUNTER T. COOK PROJECT ENGINEER a 9 610"Uaiv sn8 ARCHITECTS • ENGINEERS G-.*0r" 412 SOUTH LYON STREET • SANTA ANA, CALIFORNIA 92702 KIMBERLY 7 -4471 ADDRESS REPLY TO P. O. BOX 178 December 21, 1966 City of Newport Beach 3300 West Newport Boulevard Newport Beach, California 92660 Attention Mr, Hunter T. Cook Gentlemen: Contract for Engineering Services We are returning the original and two copies of the contract for services in connection with the improvement of Jamboree Road from Ford Road to Palisades Road, all three copies having been signed on behalf of Boyle Engineering. Following execution of this contract by the city of Newport Beach, please return a fully executed copy for our record. Very truly yours, BOYLE ENGINEERING Edwin H. Finster Vice President, Santa Ana im Encs. 74,"%1f ra C.rx eo�'d avc/C � =3 RECEIVED DEC 2: 1966 PUBLIC WORKS DEPT. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RECORD OF ORAL INFORMATION FROM: (2c72 lc IN PERSON : 1 FIRM: TEL.. .TELCON I./I 1 NO_ SNIT_ iIATF _� P.W. DIRECTOR ASST.P.W. DIR. UTILITY SUPT. TRAFFIC ENGR. ASST. CITY ENGR. SUBDIV. ENGR. DESIGN ENGR. CO -OP. PROJ. ENGR. FIELD ENGR. SECRETARY To: FIRM: TEL. SUBJECT: FILE: ��- 10$3 i% DATE% 1Z -Z OUTLINE OF INFORMATION RECEIVED 1-1 GIVEN 17�f _ri•irfloull..L� Suou+���a L.y $/>��s� ott / q p r- --rnj `'-2. u -r = occ o -i 06 brt. Luc:.. ,o 111 v+'- -srl6 .osLC '- '�SLO6 E�' Coot c i A�.�o �p/j �dTAra1O.�,t '+t-t l"FO.r. -r w.xz.r Ou. ACTION REQUIRED PERSON RESPONSIBLE NOTE: MAKE COPIES FOR ADDRESSEES INDICATED BY "Cll IN NO. BLOCK. DATE DUE ENGINEERING """"'Z1 CC1l ARCHITECTS • ENGINEERS 412 SOUTH LYON STREET • SANTA ANA. CALIFORNIA 92702 • KIMBERLY 74471 ADDRESS REPLY TO P. O. SOX 178 Director of Public Works City of Newport Beach 3300 Newport Boulevard Newport Beach, California Attention Mr. Hunter Cook Gentlemen: December 20, 1966 Reference Jamboree Road (Ford to Palisades) We have prepared an itemization of the data that should be included in the soils and foundation report for work in connection with improvement of Jamboree Road from Ford Road to Palisades Road. The attached sheets show this data in three categories. It is rather important that the data for the bridge foundation be obtained as soon as possible. A decision to use a continuous bridge design, to effect economy, cannot be made without this data in at least preliminary form. It is recommended that you transmit this itemization to the Orange County Highway Department with a request that the data be obtained as rapidly as possible. You also should make available to them the existing report and construction data, including pile driving data, from the current project. We will be available to discuss this work in further detail, if necessary. Very truly yours, BOYLE ENGINEERING Dwight C. Schroeder, C.E. 8603 DCS /vld Enclosure 51- 0050 -01 -00 R E (' IV ED DEC 22 1966 PUBLIC WORKS D&Tr DATA TO BE INCLUDED IN SOILS AND FOUNDATION REPORT FOR JAMBOREE ROAD FROM FORD ROAD TO PALISADES ROAD A. General soils, construction and design data: 1. Classification of soils types to be encountered. 2. Special equipment, if any, required to excavate and compact the soil. 3. Optimum and field moisture content of various soil types. 4. Special requirements for clearing or stripping right of way and slope banks prior to placing embankments. 5. Shrinkage orswell. factors to be expected. 6. Preliminary selection of roadway structural section including imported aggregate base, cement or lime treated base, etc. 7. Maximum slopes that may be utilized in cut and fill areas. S. Requirements for erosion control in longitudinal ditches and in slope banks. B. Construction of embankment at approach to bridge at San Diego Creek. 1. Requirements for preparation of foundation for embankment, including placement against newly constructed existing embankment. 2. Control, if any, on rate of placement of embankment and estimate of effect on er.istinc embankment. 3. Details of construction and placement of instrumentation for observation of settlement, pore pressures, etc., if desired. 4. Estimate of settlement vs. time for embankment and criterion for determining time that the embankment will be suitable to receive pavement. 5. Maximum slopes that may be utilized. 4. 1rECo14N6u01%'I /eall iAr4.M9011t1 (w C. Bridge foundation AtA.up AuD e�.utw.TS 1. Tabular values of pile lengths vs. allowable pile load for loads of 30, 40, 45 and 50 tons. I 7 • Page 2 HeTwoo 2. Recommendation on minimum pile lengths and"i m9lei for computing pile capacities. 3. Estimate of post - construction settlement of piles. 4. Estimate of differential settlement that may occur between pile bents and recommendation on suitability of continuous bridge design . 5. Estimate of differential settlement between approach fill and' bridge abutment and recommendations for special design details if any required. p CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD To: BOYLE ENGINEERING P.O. Box 178 SANTA ANA# CALIFORNIA ATTENTION: IIR. DWIaNT SCHROfDER SUBJECT: JAMBOREE ROAD - FORD TO PALISADES WE ARE TRANSMITTING THE FOLLOWING: -wed I/ DATE DECEMBER 11,1966 N0. COPIES DESCRIPTION (I) EACH UTILITY LOCATIONS A. WATER ATLAS SWEETS P -10,p Q -10p R -10, S -10 B. CNB DWG3 W- 5038 -S SHEETS EACH POLE DitviN RECORDS FOR FIRST BRIDGE SHE[TS (1j "INTERPRETATION AID" FOR USE WITH REMARKS: PILE RECORDS 1) FOR YOUR INFORWATION COPIES TO: BY: DECEMBER 16, 1966 BOYLE ENGINEERING P. 0. Box 178 SANTA ANA, CALIFORNIA ATTENTIONi DWIGHT SCHROEDER SYBJECTI CONTRACT FOR ENGINEERING SERVICES. DEAR SIRS ENCLOSED ARE INC ORIGINAL AND TWO COPIES Or THE CONTRACT FOR SERVICES IN CONNECTION WITN INC IMPROVEMENT OF JAwOREE ROAD ►ROM FORS RoAe TO PALISADES ROAD. IF THE CONTRACT MEETS WITN YOUR APPROVALS PLEASE HAVE IT EXECUTED AND RETURNED TO THIS OF /ICE. IF IT IS RECEIVES BY DECEMBER 23, WE WILL SUBMIT IT TO INC COUNCIL FOR CONSIDERATION AT THEIR MEETING OF DECEMBER 27, 1966- VERY TRULY YOURS, HUNTER T. COOK PROJECT ENGINEER HTCi III ENCLes CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NO. TO: FILE C -1083D FROM: HUNTER T. COOK C ios� D Date DEC. 19- 1966 SUBJECT: REPORT OF CONFERENCE PURPOSE: TO DISCUSS PRELIMINARY DETAILS OF THE ENGINEERING CONTRACT FOR THE IMPROVEMENT OF JAMBOREE ROAD FROM FORD TO PALISADES. DATE: DECEMBER 12, 1966 PLACE: BOYLE ENGINEERING, SANTA ANA CONFEREES: DWIGHT SCHROEDER, BOYLE ENGINEERING DON ROOKE, BOYLE ENGINEERING HUNTER COOKO CITY OF NEWPORT BEACH MR. SCHROEDER WILL BE THE PROJECT ENGINEER FOR BOYLE ENGINEERING WITH MR. ROOKE ACTING AS HIS ASSISTANT IN THE SANTA ANA OFFICE. THE BRIDGE DESIGN WILL BE HANDLED BY ART MCDANIEL IN THE SAN DIEGO OFFICE; BOYLE ASSURED US THAT THERE WOULD BE NO PROBLEM WITH COMMUNICATION. WHEN COMPLETED, THIS PROJECT WILL BE ADVERTISED AS PART OF AN OVERALL STREET REPAIR AND IMPROVEMENT CONTRACT INCLUDING 6 OR 7 JOBS. EVERY JOB WILL BE DESIGNED AS A SEPARATE ENTITY WITH THE EXCEPTION THAT THE PROPOSAL NUMBERS AND CONSTRUCTION ITEM NUMBERS WILL BE ASSIGNED SEQUENTIALLY TO VARIOUS PROJECTS. THE NUMBERS FOR THIS PROJECT WILL BE 300 THROUGH- 399• THE DRAWING NUMBERS FOR THIS PROJECT WILL BE R- 5085 -s. BOYLE WILL CONTACT THE FLOOD CONTROL DISTRICT TO OBTAIN THE REQUIRED CLEARANCE ABOVE WATER LEVEL FOR THE BRIDGE. THE DESIGNER WAS REQUESTED TO VERIFY THAT ANY TIME STATE STANDARD SPECIFICATIONS ARE REFERRED TO IN OUR SPECIAL PROVISIONS, THE STATE SPECIFICATIONS D0, IN EFFECTp APPLY. THIS IS PARTICULARY TRUE WITH REGARD TO PAYMENT. COPIES OF PIEZOMETER READINGS OBTAINED DURING CONSTRUCTIONy SETTLEMENT READINGS TAKEN SINCE FILL WAS BEGUN AND A PLOT OF SETTLEMENT READINGS ON TWO PLATFORMS WERE PROVIDED BOYLE. PILE DRIVING DATA WILL BE FORWARDED LATER. PAGE 2 BOYLE WAS REQUESTED TO INVESTIGATE THE DESIRABILITY OF INSTALLING CONDUIT AT THE INTERSECTION OF NORTH EASTBLUFF DRIVE AND JAMBOREE ROAD AT THIS TIME FOR %SE IN THE FUTURE INSTALLATION OF A TRAFFIC SIGNAL. THE TRAFFIC SIGNAL WILL-OT BE INSTALLED AS PART OF THIS CONTRACT. `L SPECIAL ATTENTION WAS REQUESTED TO BE DIRECTED TO THE HOUSES LOCATED ALONG TIE EAST SIDE OF JAMBOREE ROAD SOUTHERLY OF PALISADES. IT APPEARS THAT THE TOE OF THE SLOPE MAY NEED TO BE MODIFIED. BOYLE REQUESTED THE FOLLOWING INFORMATION.WHICH WE WILL SEND: 1. RIGHT -OF -WAY INFO FOR THE 'ENTIRE LENGTH OF THE PROJECT. Z. A COPY OF THE PRELIMINARY PROJECT STATEMENT. 3: PILE DRIVING DATA. (1 UTILITY INFORMATION. MEETING ADJOURNED TO THE OFFICE OF FRANK LABELLED ORANGE COUNTY MATERIALS ENGINEER FOR DISCUSSIONS REGARDING THE FOUNDATION INVESTIGATION WHICH WILL BE REQUIRED FOR THIS PROJECT. MR. LABELLE INDICATED THAT THE COUNTY LABORATORY DOES NOT HAVE CONSOLIDATION EQUIPMENT AND THE CONSOLIDATION TESTS WOULD HAVE TO BE FARMED OUT. I EMPHASIZED THAT IT WOULD BE DESIRABLE TO HAVE ALL TESTING ANALYSIS AND RECOMMENDATIONS HANDLED BY ONE ORGANIZATION FOR COORDINATION AND CONTROL. MR. LABELLE STATED THAT HE HAD SUFFICIENT EXPERIENCE TO HANDLE THE ANALYSIS; HOWEVER, ONE OF HIS PEOPLE WOULD HAVE TO BE TRAINED TO DO A PORTION OF THE WORK. THIS APPEARS TO BE UNDESIRABLE. MR. LABELLE REPORTED THAT THE COUNTY WOULD BE PERFECTLY CAPABLE OF HANDLING PILE RECOMMENDATIONS. IT APPEARS THAT IF THE CONSOLIDATION WORK AND SETTLEMENT EVALUATIONS WERE TO BE FARMED OUTS THE SAME ENGINEER SHOULD PREPARE ALL RECOMMENDATIONS. A DECISION REGARDING COUNTY APPROVAL TO UTILIZE AN OUTSIDE ENGINEER WILL HAVE TO COME FROM WENDELL HARTMAN OR ABOVE. BOYLE WILL CONTACT HARTMAN TO SOUND OUT THE COUNTS FEELINGS. THROUGHOUT THE DISCUSSIONS IT WAS POINTED OUT THAT TIME IS OF THE ESSENCE AND THE FOUNDATION INVESTIGATION MUST BE BEGUN EXPEDITIOUSLY. HUNTER T. COOK CC: DWIGHT SCHROEDER HTC:NAJ El PUBLIC WORKS CITY ATTORNEY PUBLIC WORKS DEPARTMENT 6 /39 -A DECENBtR 8, W CONTRACT FOR ENC,INE[RINS KRYICES IM CONNECTION WITH THE IMPROVEMENT OF JAMBOREE RDAD FROM FORD ROAD TO PALISADES ROAD ATTACHED NOR YOUR INFORMATION IS A COPY Or Tilt PROPOSAL FOR THE SUBJECT SERVICES SUBMITTED BY B"Lt ENQINEERINQs DECEMBER Ti IW. ALSO ATTACHED ARE COPIES OF ONR LETTERS of AWOUST 9 AND DECEMBER I. WHICH CIANIERATE THE SERVICES WHICH WE WILL REQUIRE. PLEASE DRAFT A CONTRACT ►OR THE SUBJECT SERVICES FOR EXECUTION BY THE ENGINEtR# THE MAYOR AMC THE CITY CLERK. IT IS PLANNED TO SUBMIT THE CONTRACT TO THE CITY COUNCIL FOR CONSIDERATION AT THE LAST N99TING IN DECLMBER, THEREFORE, THE DRAFT SHOULD BE AVAILABLE FOR ACTION BY THE ENGINEER DURING THE WEER OF DECEMBER 12. HUNTER T. COOK PROJECT ENGIIKER HTCINAJ ATTS vim, 0 ARCHITECTS • ENGINEERS 412 SOUTH LYON STREET • SANTA ANA. CALIFORNIA 92702 KIMBERLY 7.4471 ADDRESS REPLY TO P. O. BOX 178 December 7, 1966 City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 Attention Mr. Benjamin B. Nolan City Engineer Gentlemen: We are pleased to submit our proposal for performance of professional engineering services in connection with the proposed widening and improvement of Jamboree Road from Ford Road to Palisades Road. This proposal is submitted in accordance with your letter of December 1, 1966. Our firm is well qualified to execute the proposed assignment in view of the many years of experience of our staff with similar street, highway and bridge projects within Orange County and throughout the State of California. After you have had the opportunity to review the proposal, we would be happy to meet with you at your convenience and discuss it in more detail. Respectfully submitted, BOYLE ENGINEERING 4, Edwin H. Finster Vice President, Santa Ana im 10 PROPOSAL for • PROFESSIONAL ENGINEERING SERVICES in connection with IMPROVEMENT OF JAMBOREE ROAD FROM FORD ROAD TO PALISADES ROAD for the CITY OF NEWPORT BEACH Orange County, California 0 0 EVALUATION AND STATEMENT OF THE PROJECT This project contemplates the widening and improvement of Jamboree Road in the city of Newport Beach from Ford Road to Palisades Road. The project is to be partially financed from AHFP funds in cooperation with the Orange County Highway Department. At the present time, the city has under contract improvement and widening of Jamboree Road from Coast Highway to Ford Road and realignment and partial improvement from North Eastbluff Drive to Palisades Road. This project involves the construction of curbed median from Ford Road to Palisades Road and two additional traffic lanes and improved shoulders from North Eastbluff Drive to Palisades Road. A bridge will be required within the proposed construction area at San Diego Creek. The bridge design will be aesthetically compatible with the existing bridge, however, wiII not necessarily be of the same design. SCO PE The scope of engineering services required by the city is set forth in letters dated August 9, 1966 and December 1, 1966, requesting a proposal for the work. It is felt that the services required fall into two distinct phases as fol I ows: PHASE 1 A. Preliminary investigation including discussions and negotiations with all agencies involved in the project. Field surveys necessary for design and accumulation of record drawings of existing construction and right - of -way. C. Preparation of specifications and general supervision and office advice concerning test boring, subsurface and foundation investigations and such other design and construction tests that may, from time to time, be required. Such tests are to be provided by the city. D. Preparation and analysis of preliminary alternative plans with estimates of cost and selection of recommended plan for construction. • • 2 PHASE II A. Preparation of detailed plans and specifications for the project, including all drainage facilities. Plans and specifications shall be suitable for competitive bids. Centerline monumentation of the alignment in accordance with city standards. C. Preparation of quantity and cost estimates for the project. D. Preparation of contract proposal in typed form suitable for inclusion in the bidding documents. E. General supervision, consultation and advice during construction. F. Checking of shop drawings and revision of plans and specifications as necessary to accommodate conditions discovered during construction. G. Consultations with the public works director and his staff regarding interpretation of the plans and specifi- cations and other problems which may arise from time to time. H. Preparation of record drawings incorporating therein any construction changes. 1. Final inspection and report. SPECIAL SERVICES This project includes the construction of earthwork excavation and embankment, design of pavement and base sections for project design loading and construction of foundation and substructure for a bridge. Proper design of these items will require special field and laboratory investigations and design. Planning for these services is noted in Section C of Phase I under SCOPE. It is anticipated that the city will contract with the Orange County Highway Department for these special services. However, it may be desirable to secure services and advice from other consultants in the event the county laboratory does not have the capability of performing certain specialized tests or if complex problems requiring additional expert analysis are found to exist. 0 0 TIME REQUIRED FOR COMPLETION Since completion of work contemplated under Phase I depends upon data or decisions to be furnished by others, it is not possible to set a specific time for completion of this phase of the work. However assuming timely performance of work by others and timely decisions when required from others, it is estimated that a recommended plan of construction, completing Phase I, can be presented for final acceptance within 60 to 75 days after receipt of authorization to proceed on the project. It is anticipated that some of the basic work required for Phase II can be done concurrently with Phase I. In this event, it is estimated that construction plans and specifications can be completed and ready for bid within 45 to 60 days after adoption by the city of the recommended plan of construction submitted at the conclusion of Fhase I. Completion of other services will be made timely but are contingent upon completion of work by others. EXECUTION AND CONTROL OF PROJECT Upon receipt of authorization to proceed, Mr. Dwight C. Schroeder, principal engineer in the Santa Ana office of Boyle Engineering, will be assigned to execute the project in its various phases. Mr. Schroeder is a licensed civil and structural engineer who has had experience in the design of major roadways, drainage facilities and bridges. Supporting Mr. Schroeder will be a staff of registered engineers and surveyors, assistant engineers and designers, draftsmen and other technicians as required for proper execution of the work. FEE SCHEDULE We propose to prepare the plans and specifications including the necessary field survey work and perform all the services noted in this proposal for a total fee of $24,000. Special services furnished by others will be performed under authorization of the city by separate contract between the city and the others. We will bill for services rendered at appropriate times during progress of the work in accordance with the following schedule: 1. At submittal of recommended plan completing work of Phase I . $11,000 2. At submittal of plans and specifications ready for receipt of bids . . . . . . . $10,000 3. At submittal of final report, "as- built" drawings, and setting of centerline monuments . . . . . . . . . . . . . . . . $ 3,000 Total Fee $24,000 a g25,' dhG� : • • We will draft the construction drawings in ink on linen or other material furnished by the city. We will furnish prints of construction drawings and copies of specifi- cations at our out -of- pocket printing costs. As an alternative, we will furnish to the city the original drawings and plates for specifications (typed on masters furnished by the city) for reproduction at the expense of the city. The city will conduct all right -of -way acquisition, contract administration and inspection. Construction staking will be furnished by the contractor as provided by the specifications. 4 DEccNBtR 2, 1966 A.S. Koch ORANGE C NTY ROAD DEPARTMENT 400 WEST09TH STREET SANTA ANAL CALIPORNIA ATTENTION: MR. * UDELL HARTMAN SUBJECTS AHPP PROJECT 1346 GENTLEMEN. WE ARE PROCEEDING WITH THE PROJECT AS ORIGINALLY APPROVED INCLUDING THE SECOND BRIDGE OVER SAN DIEGO CREEK. VERY TRULY YOURS HYNTtR T. COOK PROJECT ENGINEER HTC.NAJ DECEMBER 1, 1966 Bout ENGINEERING Box 178 SANTA ANA, CALIFORNIA, 92702 ATTENTION% MR. E.H. FIMSTER SUBJECT% REVISED PROPOSAL POR ENGINEERING SERVICLS IN CONNECTION WITH JAMBOREE ROAD PROM FORD ROAD TO PALISADES ROAD DEAR SIR: AS A RESULT OF RECENT DEVELOPMENTS WE AMC PREPARED TO PROCEED WIT" DESIGN OP THE ENTIRE PROJECT AS OUTLINED IN OUR LETTER OF AUGUST 9! 1966, PLUS THE DESIGN OF A SECOND BRIDGE OVER SAN DIEGO CREEK. THE SECOND BRIDGE MUST BE AESTHETICALLY COMPATIBLE WITH THE EXISTING, BRIDGE, HOWEVtS, THE ENGINEER WILL BE FREE TO USE HIS INGENUITY TO ARRIVE AT A DESIGN WHICH WILL PROVIDE THE MOST ECONOMICAL STRUCTURE. PLEASE REVISE YOUR PROPOSAL TO INCLUDE DESIGN OF THE BRIDGE AND RESUBMIT IT AS SOON AS POSSIBLE. IN REVISING YOUR PROPOSAL, IT SHOULD BE NOTED THAT THE ROADWAY BETWEEN FORD ROAD AND NORTH EASTBLUFF WILL NOT BE GRACED TO ULTIMATE WIDTH AT THIS TIME. IF YOU HAVE ANY QUESTIONS REGARDING THE REVISED SCOPE, PLEASE CALL OUR PROJECT ENGINEER, HUNTER COOK. VERY TRULY YOURS, G BENJAMIN B. NOLAN CITY ENGINEER HTC%NAJ ! 0 -g9 x a NovEw®tR 3, 1966 MR, N.G. 068oRNE CHIEF ENSINt9R ORANGE COUNTY FLOOD CONTROL OIBTRICT 400 WCST 8714 STREET SANTA ANA, CALIFORNIA DEAR MR. OSBORNE I WCLUOEO IN THE ORANGE COUNTY FLOOD CONTROL DISTRICT ENGINttals REPORT DATED MARCH 290 195161 WAS A PROJECT FOR THE INPROYMENT OF THE SAN 01900 CREEK CNAIML NEAR riot UPPER NtWPORT SAY. AS PART OF THIS PROJECT AN CSTINATT OF 't170000D WAS 1NCLuorD FOR CONSTRUCTION OF A BRIDGE ACROSS THE CHANNEL AT JANGOR99 ROAD. THE CITY, IN ANY ICiPAT10N OF THt PASSAGE of TNt FLOOD CONTROL BOND I$$vE, ARRANOtD FOR T14t FINANCING OF ITS SNAKE OF THE BRIDGE AND THE REOUIRto AP►RGACw s OY OF AN A.H.F.P. PROJECT. THE PROP00ED FUNDING FOR TKirmmibu VAII TO BE AS FOLLOWS9 pN� r'r, CITY 01' NEWPORT BEACH #12j0000 f' a/ ORANGE COUNTY ARTERIAL HIGHWAY °J FIwANcm PRoGRAw 100,000 ORANGE COUNTY FLOOD CONTROL DISTRICT (49.000 _ 3 , Twt FAILURE OF TUC VOTERS TO APPROVE THE BOND ISSUE NOW PLACES THE CITY IN A VERY AWKWARD POSITION REGARDING THE CONSTRUCTION OF THIS BRIDGt. THE COUNTTO$ AONINI$TRATIvt REGULATIONS COVERING THE A.H.F.P. PROJECT$ ARE SUCH THAT TNt1R FUNDS CANNOT BE DELAYED OR TRANSFERRED TO ANOTHER ►ROJtCT AND TO AVOID LOSING THE A.N.F.P. FUNDS, THE CITY RUST ADVERTISE FOR BIDS PRIOR TO Juwt 3D, 1967• PAGE 2 TO MAKE A LONG STORY SHORTS THC CITY NOW rIHDS IT NECESSARY TO REQUEST THE DISTRICT TO PARTICIPATE IN ITS SHARE OF THE BRIDGE DURING THE 1967 -O FISCAL YEAR. IN ORDER TO MEET THE JUNE 30, 1967 ADVERTISING DATES THE DESIGN WORK WILL HAVE TO BEGIN EARLY IN JAWJMY. IT WOULD BE GREATLY APPRECIATED IF SOME INDICATION REGAW NG YOUR PARTICIPATION IN THIS PROJECT CAN BE RECEIVED PRIOR TO NOVEMBER 15. WE WILL BE PLEASED TO MEET WITH YOU AT ANY TIME IN REGARD TO ANY ASPECTS OF THIS PROJECT. VERY TRULY YOURS JOSEPH T. DEVLIN PUBLIC WORKS DIRECTOR JTDSNAJ • • A. 5. KOCH C gOAO COMMISSIONER ANO GOUNTT SURVEYOR U NTY O r L. MCCONVILLE R. V. WISE ASST. ROAD COMMISSIONER DEPUTY COUNTY SURVEYOR AND SURVEYOR Q Q R, B. VAILE W. L. ZAUN S DIVISION ENDINEER - OPERATIONS REFUSE DISPOSAL ENDINEER P ALM4aaE M. I. STORM DONIS BARRETT DIVISION ENGINEER -ENGINEERING ADMINISTRATIVE SERVICES OFFICER TELEPHONE: 830.9958 © AREA CODE 719 ROAD DEPARTMENT ENGINEERING BUILDING 900 WEST BTH STREET SANTA ANA, CALIFORNIA 92701 October 24, 1966 Re: AHFP #346 Jamboree Road - Ford to Palisades. Mr. Joseph T. Devlin Director Public Works City of Newport Beach 3300 West Newport Boulevard Newport Beach, California Dear Mr. Devlin: Reference is made to subject project and to your letter of October 14, 1966. In accordance with said letter we understand that the scope of the project will be the same as originally pro- posed in the preliminary project statement with the exception of the bridge. If you proceed with the project in this manner, we will consider all eligible items as an obligation to the AHFP allocation for AHFP #346 up to the maximum of $100,000. The bridge, however, will not be considered an obligation of this allocation. Please inform the Road Department at an early date if you plan to proceed in this manner. ASK:WIH:mr Very truly y9drs, A. S. KOCH Road Commissioner & County Surveyor RECEIVED OCT 261966 PUBLIC WOkm pEpj, 412 SOUTH LYON STREET October 24, 1966 =J ARCHITECTS • ENGINEERS SANTA ANA, CALIFORNIA 92702 TELEPHONE (714) 547 -4471 ADDRESS REPLY TO P. O. BOX 178 City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 Attention Mr. Benjamin B. Nolan City Engineer Gentlemen: We are pleased to submit our revised proposal for performance of professional engineering services in connection with the proposed widening of Jamboree Road from Ford Road to Palisades Road. This proposal is submitted in accordance with your letter of October 13, 1966. Our firm is well qualified to execute the proposed assignment in view of the many years of experience of our staff with similar street and highway projects within Orange County and throughout the State of California. After you have had the opportunity to review the proposal, we would be happy to meet with you at your convenience and discuss it in more detail. Respectfully submitted, BBOOY}`LLEE ENGINEERING L Edwin H. Finster Vice President, Santa Ana im 1• 0 0 PROPOSAL for PROFESSIONAL ENGINEERING SERVICES in connection with WIDENING OF JAMBOREE ROAD FROM FORD ROAD TO PALISADES ROAD for the CITY OF NEWPORT BEACH Orange County, California October 1965 0 0 EVALUATION AND STATEMENT OF THE PROJECT This project contemplates the widening and improvement of Jamboree Road in the city of Newport Beach from Ford Road to Palisades Road. The project is to be partially financed from AHFP funds in cooperation with the Orange County Highway Department. At the present time, the city has under contract improve- ment and widening of Jamboree Road from Coast Highway to Ford Road and realignment and partial improvement from North Eastbluff Drive to Palisades Road. This project involves the widening of roadbed to ultimate widths within existing right-of -way from Ford Road to Palisades Road and construction of curbed median from Ford Road to North Eastbluff Drive. A bridge will be required within the proposed construction area at San Diego Creek but is not to be included in this phase of construction. Centerline monuments are to be set between Ford Road and North Eastbluff Drive upon completion of construction. SCOPE The scope of engineering services required by the city is set forth in letters dated August 9, 1966 and October 13, 1966, requesting a proposal for the work. It is felt that the services required fall into two distinct phases as follows: PHASE I A. Preliminary investigation including discussions and negotiations with all agencies involved in the project. B. Field surveys necessary for design and accumula- tion of record drawings of existing construction and right -of -way. C. Preparation of specifications and general super- vision and office advice concerning test boring, subsurface investigations and such other design and construction tests that may, from time to time, be required. Such tests are to be provided by the city. D. Preparation and analysis of preliminary alternative plans with estimates of cost and selection of recom- mended plan for construction. • • PHASE II A. Preparation of detailed plans and specifications for the project, including all drainage facilities. Plans and specifications shall be suitable for competitive bids. B. Centerline monumentation of the alignment from Ford Road to North Eastbluff Drive in accordance with city standards. C. Preparation of quantity and cost estimates for the project. D. Preparation of contract proposal in typed form suitable for inclusion in the bidding documents. E. General supervision, consultation and advice during construction. F. Checking of shop drawings and revision of plans and specifications as necessary to accommodate conditions discovered during construction. G. Consultations with the public works director and his staff regarding interpretation of the plans and specifications and other problems which may arise from time to time. H. Preparation of record drawings incorporating therein any construction changes. I. Final inspection and report. SPECIAL SERVICES This project includes the construction of earthwork excavation and embankment as well as design of pavement and base sections for project design loading. Proper design of these items will require special field and laboratory investiga- tions and design. Planning for these services is noted in Section C of Phase I under SCOPE. It is anticipated that the city will contract with the Orange County Highway Department for these special services. However, it may be desirable to secure services and advice from other consultants in the event the county laboratory does not have the capability of performing certain specialized tests or if complex problems requiring additional expert analysis are found to exist. 0 0 TIME REQUIRED FOR COMPLETION Since completion of work contemplated under Phase I depends upon data or decisions to be furnished by others, it is not possible to set a specific time for completion of this phase of the work. However, assuming timely perfor- mance of work by others and timely decisions when required from others, it is estimated that a recommended plan of construction, completing Phase 1, can be presented for your final acceptance within 30 to 45 days after receipt of authorization to proceed on the project. It is anticipated that some of the basic work required for Phase II can be done concurrently with Phase I. In this event, it is estimated that construction plans and specifications can be completed and ready for bid within 30 to 45 days after adoption by the city of the recommended plan of construction submitted at the conclusion of Phase I. Completion of other services will be made timely but are contingent upon completion of work by others. EXECUTION AND CONTROL OF PROJECT Upon receipt of authorization to proceed, Mr. Dvight C. Schroeder, principal engineer in the Santa Ana office of Boyle Engineering, will be assigned to execute the project in its various phases. Mr. Schroeder is a licensed civil and structural engineer who has had experience in the design of major roadways and drainage facilities. Supporting Mr. Schroeder will be a staff of registered engineers and surveyors, assistant engineers and designers, draftsmen and other technicians as required for proper execution of the work. FEE SCHEDULE We propose to prepare the plans and specifications including the necessary field survey work and perform all the services noted in this proposal for a total fee of $11,500. Special services furnished by others will be performed under authoriza- tion of the city by separate contract between the city and the others. We will bill for services rendered at appropriate times during progress of the work in accordance with the following schedule: 1. At submittal of recommended plan completing work of Phase 1 . . $ 6,000 2. At submittal of plans and specifications ready for receipt of bids . . . . . . . . . . . . . . . . . . . . . . . . . . $ 4,000 3. At submittal of final report, "as- built" drawings, and setting of centerline monuments . . . . . . . . . . . . . . . . . $ 1,500 Total Fee $11,500 • 0 We will draft the construction drawings in ink on linen or other material furnished by the city. We will furnish prints of construction drawings and copies of specifi- cations at our out -of- pocket printing costs. As an alternative, we will furnish to the city the original drawings and plates for specifications (typed on masters furnished by the city) for reproduction at the expense of the city. The city will conduct all right -of -way acquisition, contract administraction and inspection. Construction staking will be furnished by the contractor as provided by the specifications. 6 im- A.S. KoeH ORANGE COUNTY ROAD DEPARTMENT 1:00 WEST 8TH STREET SANTA ANAL CALIFORNIA ATTENTIONS MR. WENDELL HARTMAN 0 j 39. p` OCTOBER 141, f9a SUBJECT: AHFP PROJECT 336 - JAMBOREE ROAD - FORD ROAD TO PALISADES ROAD DEAR SIR: THE SUBJECT PROJECT AS ORIGINALLY SUBMITTED WAS TO INCLUDE THE CONSTRUCTION OF A SECOND JAMBOREE ROAD BRIDGE. THE ESTIMATED COST OF THE TOTAL PROJECT WAS $3640000. OF THIS AMOUNT# !:195,000 WAS INCLUDED FOR THE BRIDGE. IT HOW APPEARS THAT THE BRIDGE WILL NOT BE CONSTRUCTED AS PART OF THib PROJECT. AHFP PARTICIPATION IN THE ENTIRE PROJECT HAS BEEN LIMITED TO $100 000. IF THE BRIDGE 16 DELETED WILL THE AHFP STILL PARTICIPATE IN 50;r OF THE REMAINING ELIGIBLE ITEMS INCLUDED IN THE PROJECT UP TO THE MAXIMUM $100,.000? HTC:NAJ VERY TRULY YOURS' HUNTER T. COOK PROJECT ENGINEER 13 °I -1l M OCTOBER 13, 1966 BOYLE ENGINEERING P.O. Box 178 SANTA AMAX CALIFORNIA ATTENTIONS Va. E.H. FINSTER SUBJECTS REVISED PROPOSAL FOR ENGINEERING SERVICE* IN CONNECTION WITH JAINOREE ROAD FROM Famo ROAD TO PALISADES ROAD GENTLEMEN: As WAS DISCUSSED WITH YOU ON SEPTEMBER 13, WE HAVE REVIEWED YOUR PROPOSAL DATED SEPTEMBER G. THE PROPOSAL IS BASED ON PERFORMING PLANNING AND PRELIMINARY DESIGN FOR THE FUTURE BRIDGE ACROSS SAN DIEGO CREEK IN ORDER TO ARRIVE AT A SATISFACTORY DESIGN OF THE ULTIMATE PROFILE OF THE ROADWAY AT EACH ABUTMENT. SINCE THE PRIMARY OBJECTIVE IN THE AREA OF THE BRIDGE 18 THE STABILIZATION OF THE COMPRESSIBLE NATURAL SOILS ACROSS THE LOWLANDS# WE BELIEVE THAT THE ROADWAY FILL CAN BE PLACED AT THIS TIME TO APPROXIMATELY THE PROFILE OF THE EXISTING ROADWAY WITHOUT DESIGNING THE BRIDGE. THE FILL CAN BE BROUGHT TO FINAL PROFILE ALONG WITH CONSTRUCTION OF rot OHIO" AT SOME TIME IN THE FUTURE AFTER THE MAJORITY OF THE CONSOLIDATION HAS TAKEN PLACE. THE HEIGHT AND EXTENT of THE FILL TO BE PLACED AT THIS TIME WOULD BE BASED ON THE RECOMMENDATIONS OF THE FOUNDA- TION CONSULTANT. IT 18 REQUESTED THAT YOUR PROPOSAL BE REVISED TO DELETE PRELIMINARY DESIGN OF THE BRIDGE AND DESIGN or Tot SURFACE IMPROVEMENTS NORTHERLY OF NORTH EASTBLUFF DRIVE. THE SECTION OF ROADWAY BETWEEN FORD ROAD AHD NORTH EASTBLUFF WOULD STILL BE DESIGNED FOR FINAL CONSTRUCTION. THE ROADWAY DESIGN BETWEEN NORTH EASTBLUFF DRIVE AND PALISADES ROAD WOULD BE LIMITED TO DESIGN OF Tot FILL. DESIGN OF THE MEDIAN AND THE STRUCTURAL 1 PAst 2 SECTION WOULD BE COMPLETED CONCUMUNTLY WITH DESIGN or THE BRIDGE AND FINAL PROFILE. CENTERLIMC MOMINKMTATIOM OP TOE ALIGNIKNT WOULD BE LI14IT98 TO TOE SECTION IROM FORD ROAR TO NNITN EASTBLUIT ONLY. IP WE CAN at Of ASSISTANCE IN PREPARING TOM REVIUD PROPOSAL# PLEASE CONTACT HUNTER T. COOK OR MYSELF. VERY TRULY YOWLS# BENJAMIN Be HOLAN Asm PUBLIC WORKS DIRECTOR HTCINAJ 0A X39- X 412 SOUTH LYON STREET September 6, 1966 ARCHITECTS • ENGINEERS SANTA ANA, CALIFORNIA 92702 TELEPHONE (714) 547 -4471 ADDRESS REPLY TO P. O. BOX 178 City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 Attention Mr. Benjamin B. Nolan City Engineer Gentlemen: We are pleased to submit our proposal for performance of professional engineering services in connection with the proposed widening of Jamboree Road from Ford Road to Palisades Road. This proposal is submitted in accordance with your letter of August 9, 1966. Our firm is well qualified to execute the proposed assignment in view of the many years of experience of our staff with similar street and highway projects within Orange County and throughout the State of California. After you have had the opportunity to review the proposal, we would be happy to meet with you at your convenience and discuss it in more detail. Respectfully submitted, BOYLE ENGINEERING C Edwin H. Finster Vice President, Santa Ana jm 0 PROPOSAL for • PROFESSIONAL ENGINEERING SERVICES in connection with WIDENING OF JAMBOREE ROAD FROM FORD ROAD TO PALISADES ROAD for the CITY OF NEWPORT BEACH Orange County, California 9 0 EVALUATION AND STATEMENT OF THE PROJECT This project contemplates the widening and improvement of Jamboree Road in the city of Newport Beach from Ford Road to Palisades Road. The project is to be partially financed from AHFP funds in cooperation with the Orange County Highway Department. At the present time, the city has under contract improve- ment and widening of Jamboree Road from Coast Highway to Ford Road and realignment and partial improvement from North Eastbluff Drive to Palisades Road. This project involves the widening of roadbed to ultimate widths within existing right -of -way, construction of curbed median from Ford Road to Palisades Road and two additional traffic lanes from North Eastbluff Drive to Palisades Road. Abridge will be required within the proposed construction area at San Diego Creek but is not to be included in this phase of construction. Planning and preliminary design for this future bridge will be required to permit proper coordination with initial construction. SCOPE The scope of engineering services required by the city is set forth in a letter dated August 9, 1966, requesting a proposal for the work. It is felt that the services required fall into two distinct phases as follows: PHASE I A. Preliminary investigation including discussions and negotiations with all agencies involved in the project. B. Field surveys necessary for design and accumulation of record drawings of existing construction and right - of -way. C. Preparation of specifications and general supervision and office advice concerning test boring, subsurface investigations and such other design and construction tests that may, from time to time, be required. Such tests are to be provided by the city. D. Preparation and analysis of preliminary alternative plans with estimates of cost and selection of recommended plan for construction. 0 ! 2 PHASE II A. Preparation of detailed plans and specifications for the project, including all drainage facilities. Plans and specifications shall be suitable for competitive bids. B. Centerline monumentation of the alignment in accordance with city standards. C. Preparation of quantity and cost estimates for the project. D. Preparation of contract proposal in typed form suitable for inclusion in the bidding documents. General supervision, consultation and advice during construction. Checking of shop drawings and revision of plans and specifications as necessary to accommodate conditions discovered during construction. G. Consultations with the public works director and his staff regarding interpretation of the plans and specifica- tions and other problems which may arise from time to time. H. Preparation of record drawings incorporating therein any construction changes. Final inspection and report. SPECIAL SERVICES This project includes the construction of earthwork excavation and embankment as well as design of pavement and base sections for project design loading. Proper design of these items will require special field and laboratory investiga- tions and design. Planning for these services is noted in Section C of Phase I under SCOPE. It is anticipated that the city will contract with the Orange County Highway Department for these special services. However, it may be desirable to secure services and advice from other consultants in the event that the county laboratory does not have the capability of performing certain specialized tests or if complex problems requiring additional expert analysis are found to exist. • 3 TIME REQUIRED FOR COMPLETION Since completion of work contemplated under Phase I depends upon data or decisions to be furnished by others, it is not possible to set a specific time for completion of this phase of the work. However assuming timely performance of work by others and timely decisions when required from others, it is estimated that a recommended plan of construction, completing Phase I, can be presented for your final acceptance within 60 to 75 days after receipt of authorization to proceed on the project. It is anticipated that some of the basic work required for Phase II can be done concurrently with Phase 1. In this event, is is estimated that construction plans and specifications can be completed and ready for bid within 45 to 60 days after adoption by the city of the recommended plan of construction submitted at the conclusion of Phase I. Completion of other services will be made timely but are contingent upon completion of work by others. EXECUTION AND CONTROL OF PROJECT Upon receipt of authorization to proceed, Mr. Dwight C. Schroeder, principal engineer in the Santa Ana office of Boyle Engineering, will be assigned to execute the project in its various phases. Mr. Schroeder is a licensed civil and structural engineer who has had experience in the design of major roadways and drainage facilities. Supporting Mr. Schroeder will be a staff of registered engineers and surveyors, junior engineers and designers, draftsmen and other technicians as required for proper execution of the work. FEE SCHEDULE We propose to prepare the plans and specifications including the necessary field survey workand perform all the services noted in this proposal for a total fee of $19,000. Special services furnished by others will be performed under authorization of the city by separate contract between the city and the others. We will bill for services rendered at appropriate times during progress of the work in accordance with the following schedule: 1. At submittal of recommended plan completing work of Prase I ..$ 9, 000 2. At submittal of plans and specifications ready for receipt of bids . . . $ 7,500 3. At submittal of final report, "as- built" drawings, and setting of centerline monuments . . . . . . . . . . . . . . . . $ 2,500 Total Fee $19,000 0 We will draft the construction drawings in ink on linen or other material furnished by the city. We will furnish prints of construction drawings and copies of specifi- cations at our out -of- pocket printing costs. As an alternative, we will furnish to the city the original drawings and plates for specifications (typed on masters furnished by the city) for reproduction at the expense of the city. The city will conduct all right-of-way acquisition, contract administration and inspection. Construction staking will be furnished by the contractor as provided by the specifications. 0 G dry OF NEWPaR v BEACH PUB CC WORKS DEPARTPLNT RECCRD ^�F ERA' UPS --' ";RMA - '" Faom, c ;•,w �F M 5TT, DATE. 1� � L�asEC R ' A'� ;i P w_D;R. -� , S t � o �n`i �V C� R 'R A' ' A UNGF. ENGR. rROJl EN -R. � s t D Etr "iaR, i6� ( �4 TA46 �•�aEr�ECro c /N.zs�3g.���m.,_�..� ro -ry � z�m� .a..._ F:: e o /3p�/ —mil °' °i. dvE ';r iN S+:.n"'6 _:4'. >EECE.'eEC+ �;� ✓' "s,'�'. -:`� n�.^,u 11.11 --P � c� vGC� 'SO �T Ls� /LI1S(Gy T il p p�lA x d F /U' O b 0 C� � ✓ Al Ci c.y- - L /�.0 ✓�� 5 ✓�� l r/6 r L/C /taTC�L /�v� Tv OC cG ✓� < =✓ i�o v[ <t[! ✓FC cv�T< 05) L�c� Gav il�ve'oSG =r AC7OcN REcuERED PERzoN REsE.,NsbBLE DATE DUE NOTE$ MAKE CCPDES FDR AD,SeE-zSrFS MIECATE'-' BY "C"' NN N�-. BLCe CX. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT Date SEPT. Z, 1966 CONFERENCE REPORT NO. TO: FILE A&E 139 -X FROM: H.T. SUBJECT: WIDENI OF JAMBOREE ROAD FROM FORD ROAD TO PALISADES ROAD PURPOSE: To DISCUSS DESIGN DETAILS TO BECOME THE BASIS FOR BOYLE'S PROPOSAL TO PROVIDE ENGINEERING SERVICES CONFEREES: E.H. FINSTER DWIGHT SCHROEDER BEN NOLAN H.T. COOK DATE: SEPTEMBER Z, 1966 PLACE: CNB CITY HALL BOYLE ENGINEERING BOYLE ENGINEERING CNB CNB THE FOLLOWING ITEMS WERE DISCUSSED WITH RESPECT TO BOYLEIS PROPOSAL: 1. GRADING: BOYLE SHOULD RECOMMEND THE EXTENT OF GRADING TO BE ACCOMPLISHED. NO WIDENING IS ANTICIPATED FOR IO YEARS. Z. SOILS INVESTIGATION: BOYLE WILL DISCUSS NEED TO RETAIN A SPECIALIZED CONSULTANT WITH THE COUNTY. BOYLE WILL PREPARE SPECS FOR INVESTIGATION AND WILL RECOMMEND A CONSULTANT. THE CONSULTANT WILL BE RETAINED BY THE CITY DIRECTLY. WE WILL PROVIDE BOYLE A COPY OF SETTLEMENFAND PIEROMETER READINGS FROM THE EXISTING CONTRACT. 3, SPECIFICATIONS: TO BE PROVIDED ON EITHER MULTILITH MASTERS OR AS XEROX COPIES WHICHEVER GIVES BEST ALL AROUND RESULT. UE WILL PROVIDE MASTERS. 4. DRAINAGE: NO DRAINAGE STUDIES OF THE AREA ARE AVAILABLE. 5. PROFILE: TOTAL ROADWAY SECTION SHOULD BE RELATIVELY LEVEL UNLESS THERE IS A STRONG REASON TO RAISE OR LOWER TO ONE ROADWAY WITH RESPECT TO THE OTHER. 0 PAGE Z FILE AaE 139 -K 6. PRESENT PROJECT COMPLETION: TWO TO THREE MONTHS. 7. PROPOSAL: BOYLE MAY WANT TO SUBMIT IT IN TWO PARTS; ONE TO STUDY ALTERNATE METHODS AND THE OTHER FOR THE DESIGN PACKAGE. 8. COMPLETION: DESIGN MUST BE COMPLETE PRIOR TO END OF MARCH 197r, PREFERABLY EARLY IN THE YEAR IN ORDER TO HAVE TIME FOR TIMELY APPROVAL BY PUBLIC AGENCIES PRIOR TO ADVERTISING BY JUNE 30. CC: E.H. FINSTER D. SCHROEDER HTC:NAJ 0 BOYLE ENGINeERINo P.O. Box 17$ SANTA ANAL CALIFORNIA ATTENTION: MR. E.H. FINSTER .3VA AUGUST 90 1966: SUBJECT: REQUEST FOR PROPOSALS IMPROVEMENTS TO 4MBOREG.ROAD FROM, FORD ROAD TO PALISADES ROAD. DEAR SIRI THE CITY OF NEWPORT BEACH PLANS TO CONSTRUCT THE SUBJECT''" IMPROVEMENT DURING FISCAL YEAR 1966.67. WE WOULD LIKE TO INVITE YOU TO SUBMIT A PROPOSAL FOR ENGINEERING THE PROJECT. THE SER- VICES TO BE PROVIDED WOULD INCLUDE: ' ... A. PRELIMINARY INVESTIGATION INCLUDING .O ISCUSS IONS AND NEGOTIATIONS WITH ALL AGENCIES INVOLVCD IN THE PROJECT. S. FIELD SURVEYS NECESSARY FOR DESIGN. C. PREPARATION OF SPECIFICATIONS AND GENERAL SUPERVISION AND OFFICE ADVICE CONCERNING TEST BORING., SUBSURFACE INVESTI+ GATIONS AND $UCH OTHER DESIGN AND CONSTRUCTION TESTS THAT MAYS FROM TIME TO TINES BE REQUIRED BY CITY• D. PREPARATION OF DETAILED PLANS AND SPECIFICATIONS FOR THE PROJECTS INCLUDING ALL DRAINAGE FACILITIES. PLANS AND SPECIFICATIONS SMALL BE SUITABLE FOR COMPETITIVE BIDS. E. CENTERLINE MONUMENTAT16N OF THE ALIGNMENT IN ACCORDANCE WITH CITY STANDARDS. F. PREPARATION OF QUANTITY AND COST ESTIMATES FOR THE PROJECT. G. PREPARATION OF CONTRACT PROPOSAL IN TYPED FORM SUITABLE FOR INCLUSION IN THE BIDDING DOCUMENTS. H. GENERAL SUPERVISIONS CONSULTATION AND ADVICE DURING CONSTRUCTION. lk PACE 2 1. CHEQKING OF SHOP DRAWINGS AND REVISION OF PLANS AND SPECIFICATIONS AS NECESSARY TO ACCOMMODATE CONDITIONS DIS- COVERED DURING CONSTRUCTION, J. CONSULTITIONS WITH THE PUELIC WORKS DIRECTOR AND HIS STAFF REGARDING INTERPRETATION OF THE PLANS AND SPECIFICATIONS AND OTHER PROBLEMS WHICH MAY FROM TIME TO TIME ARISE. K. PREPARATION OF RECORD DRAWINGS INCORPORATING THEREIN ANY CONSTRUCTION CHANGES. L. FINAL INSPECTION AND REPORT. THE PROJECT WILL, IN GENERAL, CONSIST OF THE CONSTRUCTION OF A CURBED MEDIAN.FROM PALISADES ROAD TO FORD ROAD AND TWO ADDITIONAL TRAFFIC LANES FROM NORTH EASTBLUFF DRIVE TO PALISADES ROAD. THE ROADWAY '..'ILL TERMINATE AT EACH SIDE OF SAN DIE>0 CREEK WHERE A BRIDGE SIMILf,R TO THE ONF PRESENTLY UNDER CONSTRUCTION WILL NE BUILT AT A LATS DATE. TPc Dce1GN OF THE BRIDGE WILL NOT BE A PART OI' THE ROAD PACKAGE. CHANNELIZATION AS NECESSARY WILL BE PROVIDED AT ALL INTER- SECTIONS. THE C•CNSTP.UCTiON GRAtviNGS FOR THE TWO LANES P .PESEtiTLY JNDEC; CONSTRUCTION ARE AVAII_kil.F FOR YOUR REVIEW AS WELL AS T[d= FOb't +CATION INVEST*GATION REPORT IN THE AREA. IT to EXPECTED '(HAT YOU AAY i +id EC A_,DITIOI.AE SOIL 1s4VE._T IGD.T IONS CONDUCTED IN THE AREA OF THE NEW PROJECT. SINCE T41S PROJECT WILL BE FINANCED PARTIALLY FROM A& P F'UNDSj THE ORANGE ' —CUNTY RCAV DEPARTMENT WILL PRODABLY P.EOUIRF. THAT THE ORANGE COUNTY LAB PERFORM ANY SOILS EoaGlNELiifLG WORK N =cDcv. IF YOU DESIRE TO 06TAIN A idOEd SPCCIALIZED ANALYSIS OF THE FOUNDATiON CONDiTI0N5 THAN CAN BE OBTAINED THROUGH DR1NGE �OUNTYI THE USE Or :.N OUTSii.E ENGINEER SHOULD) tic Jd5Cii; :CEf.. IT WILL BE EXPECTED THAT ANY DRAWINGS SUBMITTED TO THIS OFFICE FOR REVIEW `: ?ILL REQUIRE CHECKING FOR CONCEPT ONL? N:1 '+!ILL }:()T R°lUiRE CHECKING FOR MATHEMATICAL EP ROBS OR FOE, CONTINUITY AND COORDINATION EETWEEN SHEETS. QUESTIONS OF CONCEPT SHOULD BE RESOLVEU EARLY IN THE PROJECT AND IT 1S HOPED THAT THE PLANS AND SPECIFi :AT12N5 A5 SUBMITTED WILL BE R' = :ADY TO ISSUE. PLEASE SUBMIT THE NAME OF THE ENGINEER WHO WILL BE IN CHARGE OF THE PROJECT IN YOUR PROPOSAL. AS A PART OF YOUR PROPOSALO PLEASE SUBMIT THE SCHEDULE 1iHILH YOU WOULD PLAN TO FOLLOW IN COMPLETING THE PLANS, SPECIFICATION PROPOSAL AND COST ESTIMATE. i IF YOU DESIRE HUNTER PREPARING YOUR BUNTER T. COOK. FITG: W A J 0 PAGE 3 ANY FURTHER INFORMATION OR REQUIRE ANY ASSISTANCE PROPOSAL PLEASE CONTACT OUR PROJECT ENOINEERV VERY TRULY YOURS BENJAMIN B. NOLAN CITY ENGINEER TO: CITY CLERK CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 W. NEWPORT BOULEVARD ATTENTION: SUBJECT: AHFP PROJECTS #320 AND 346 WE ARE TRANSMITTING THE FOLLOWING: R •.. NO. COPIES DESCRIPTION FULLY EXECUTED COPIES OF AHFP AGREEMENTS: I #320 - JAMBOREE RD., PCH TO FORD ROAD 1 #346 - JAMBOREE RD., FORD RD., TO PALISADES ROAD I MINUTES, MAY IL 1966, MEETING OF ORANGE. •- - COUNTY ROAD OF SUPERVISORS - REMARKS: FORWARDED FOR YOUR FILES. COPIES TO: 1 3 4 5 6 I 7 8 9 10 11 12 13 141 1.5 COUNTY OF ORANGE ARTERIAL HIGHWAY FINANCING PROGRAM PROJECT ADMINISTRATION AGREEMENT PROJECT # 3" 1*4 ��sa�1 tq fidioeMrs Lad WITNESSETH: MEMORANDUM qqF AGREEME entered into this �tw day of �� -ii , 1966 by an etween: CITY OF �� hereinafter re erre3�to as the City, COUNTY OF ORANGE, State of California, hereinafter referred to as the County. WHEREAS, the Board of Supervisors by Resolution of May 31, 1956 adopted the Master Plan of Arterial Highways to serve the entire County including the incorporated cities thereof, and WHEREAS, Articles 2 and 3 of Chapter 9, Division 2 of the Streets and Highways Code authorize a county if it so desires to expend funds japportioned to it out of the California Highway Users Tax Fund for aid Ito cities and in the improvement, construction, or repair of streets thin a city, and WHEREAS, the Orange County Board of Supervisors and the Orange 16I,Division of the League of California Cities have agreed upon a coopera- 1711tive financial program for the establishment, construction, and mainten- 181Iance of a County Arterial Highway System known as the Arterial Highway 191IFinancing Program, and 2011 WHEREAS, the Board of Supervisors has, by appropriate action, pro- 2111vided in the budget of the Special Road Improvement Fund for the Fiscal 22 23 24 25 261 27 28 29 30 311 321 Year 1966 -67 funds for the improvement of streets within the incorporated cities of the County, which streets are a part of the County's Master Plan of Arterial Highways, and WHEREAS, the Board of Supervisors on November 5, 1958 has by formal resolution adopted the formal procedure for the administration of the Arterial Highway Financing Program, which procedure is outlined in a document on file with the County Clerk, formally known as the County of Orange Arterial Highway Financing Program Procedure Manual, and WHEREAS, it is mutually agreed between the parties that I d60oxes aw bstwe" Ind teed •d ftlisadss low. 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 a street included in the Orange County Master Plan of Arterial Highways is a street of general County interest and should be improved in accord ance with the policies of the Arterial Highway Financing Program. Said work of such improvement shall be referred to hereinafter as the Projec NOW, THEREFORE, IT IS AGREED by the parties hereto as follows: 1. The procedures outlined in the Arterial Highway Financing Program Procedure Manual herein referred to shall be made a part of this agreement. 2. The Contracting Authority for the Project is hereby designated as the City. 3. The Project Engineer for the Project is hereby designated as %be City. 4. The Construction Engineer for the Project is hereby designated as aw City. S. All soils engineering and material and construction testing neces- sary for the Project shall be performed by the County. This shall include preliminary soils investigations, structure foundation investigations, recommendations for structural sections and compaction requirements, and quality control of materials and construction. 6.. The work shall be subject at all times to inspection by the authorized representatives of both parties. 7. Funds to be used for the Project: (a) The estimated cost of the Project covered by this agreement is DESIGN ENGINEERING: gloom RIGHT OF WAY ACQUISITION: ,..,..,.., CONSTRUCTION CONTRACT: CONSTRUCTION ENGINEERING:` CONTINGENCIES: ,....�.... TOTAL: �ii3OOO (b) On the basis of the above estimate, this Project will be financed as follows: COUNTY FUNDS: to )INN "ou CITY FUNDS: w6w TOTAL: WON -2- X 1 2 -3. 4 5 6 7 8 91 10 11 12 13 141 15 16 17 18 19 20 21 22 23 24 25 26 27i 28 29. 30 31 32 (c) Final adjustments of Project costs will be made on the basis of the County $100,000 on eligible items in the Contract, and the City 100 per cent of the remaining charges for eligible items in the Contract. (d) Any funds spent prior to March 1, 1966 shall not be considered in the final accounting of this Project. 8. After completion of construction, the party having responsibility for maintenance of the Project shall maintain the roadway structures I; and facilities in the safe and usable condition to which they have I been improved or constructed under this Project. 9. County -wide extension of Arterial System: To promote uniformity of County Arterial Highway System with City Master Plan of Major Streets, both parties agree to continue the promulgation of the A,H.F.P. as outlined in the aforementioned Procedure Manual. IN WITNESS WHEREOF, City has caused this agreement to be executed by its Mayor and attested by its Clerk, and County has caused this agree - ment to be executed by the Chairman of its Board of Supervisors and attested by its Clerk, on the dates written opposite their signatures, all thereunto duly authorized by-Minute Order of the City Council and 'ty1t&q3' a@ FWrvisors, respectively. Dated: Y14114 I CITY ATTORNEY CITY OF NEWPORT BEACH, - — a municipal corporation. Dated-.— 4 1966 By Mayor ATTEST: /^ /\ Clerk o t e Cou ci Dated: 1966 ATTEST: f/ W. E. ST JOHN County Clerk and ex- officio Clerk of the Boa'r /d� of Supervisors By77T� Deputy -3- CO a of Sj APPROVED AS TO FORM ADRIAN KUYPER, COUNTY COUNSEL ORANGE COU^N^TY, NIA Bye VMS APOIL i1, 1966 CITY ATTORNEY AssT.. PusL IC WooKs D omcila AHFP FINANCING AWAMMS IT Is ae4uggreo T"T Tau PSEPARe TnE ateEasASY Comm Resourrion(s) mmomfsina THE exeeuTioa Or THE eneLoKD ANFP AaaEEMEur i32D,JA omg ROAD, PAcoric COAST NOWWAT To FORD %NO; 1346, JAMOMI ROAD, FORD ROAD To PALISADES Rm►o. Ir umm RETEEw or TKEAWKEnenTS YOU MAVt AAIT QKSTIMSS PLeAK CONTACT US. I BEnJAMs" B. Noun AssT. PUBLIC Wous DiReetoR CCt CiTT NAnAaER NTG mw Encl. 4#" �aEWP CITY OF NEWPORT BEACH CALIFORNIA City Hall <�RORe��P 3300 W. Newport Blvd. Area Code 714 678 -2110 JANUARY 25, 1966 MR. A. S. KOCH ROAD COMMISSIONER AND COUNTY SURVEYOR ORANGE COUNTY.ROAD DEPARTMENT 400 WEST EIGHTH STREET SANTA ANA, CALIFORNIA ATTENTION: MR. WENDELL HARTMAN SUBJECT: SUBMISSION OF REVISED F.Y. 66 -67 AHFP'PROJECT STATEMENTS DEAR SIR: THE ENCLOSED PRELIMINARY PROJECT STATEMENTS FOR THE TWO PROPOSED NEWPORT BEACH F.Y. 66 -67 a.H.F.P. PROJECTS REFLECT THE MODIFICATIONS WHICH WERE DISCUSSED ON JANUARY 20. THESE MODIFICATIONS ARE OUTLINED BELOW: A. JAMBOREE ROAD — PACIFIC COAST HIGHWAY TO FORD ROAD REDUCTION 1. DELETED TRAFFIC SIGNAL @ SAN JOAQUIN HILLS DRIVE $15,000 2. REDUCED UNIT PRICE FOR STRIPING FROM $0.15 /LF TO $0.03 /LF 8,640 3. REDUCED SLOPE PROTECTION UNIT PRICE FROM $0.06/SF TO $0.03/SF 6,000 NET REDUCTION $29,64O USED $3o,000 B. JAMBOREE ROAD — FORD ROAD TO PALISADES ROAD 1. DELETED CONTINGENCY $20,000 2. REDUCED UNIT PRICE FOR A/C DITCH FROM $2.00 /LF TO $1.00 /LF 2,424 3. REDUCED STRIPING UNIT PRICE FROM $0.15 /LF TO $0.03 /LF 2.880 NET REDUCTION $25,304 U= $26,000 i SUBJECT: SUBMISSION OF REVISED F.Y. 66-67 AHFP PROJECT STATEMENTS PAGE Z IT 15 OUR UNDERSTANDING THAT IF THE CONSTRUCTION COST OF A PROJECT EXCEEDS THE PRELIMINARY ESTIMATE AND THE SCOPE OF THE PROJECT HAS NOT EXCEEDED THE SCOPE OF THE PROJECT AS APPROVED FOR A.H.F.P. FINANCING, THE NECESSARY ADDITIONAL FUNDS WILL BE PROVIDED BY A.H.F.P. ON A FIFTY -FIFTY BASIS. IT SHOULD BE NOTED THAT IF THESE PROJECTS ARE APPROVED, EVERY EFFORT WILL BE MADE TO OBTAIN THE MOST ECONOMICAL FINISHED PRODUCT CONSISTENT WITH THE RE- QUIREMENTS OF JAMBOREE ROAD. VERY TRULY YOURS, '�.O-X4 BENJAMIN B. NOLAN CITY ENGINEER HTC:BE ENCL. Name of Street ARTERIAL HIGHWAY FINANCING PROGRAM JAMBOREE ROAD PRELIMINARY PROJECT-STATEMENT REVISION {CITY OF NEWPORT BEACH Arterial Classification A -I Limits of Improvement FORD ROAD TO PALISADES ROAD Lengt 1.91 Miles. The proposed Work consists Of WIDENING THE EXISTING ROAD AND MEDIAN CONSTRUCTION. THIS WILL INCLUDE EARTHWORK. PAVING. CONSTRUCTING CURB AND GUTTER. DRAINAGE STRUCTURES A PAVED MEDIAN STRIP,, INSTALLING SIGNS AND BARRICADES CHANNPI I7ATLQU ANn CnNSre"CrINa A BRIDGE O ER SA DI G CR Rig t o way, gra ing, paving, constructing curbs and gutters, etc. Traffic - ADT Right of Way Minimum Maximum Number and Width of Width of Curb Parking Median Width 6%3MVW7, .l Traffic Lanes Lanes Width of Curb Off -sets Width of Turning Lanes TOTAL Width between Exterior Curbs F.xiGtinv Prnnnsed Ultimate COST AND SOURCE OF FUNDS* Work by City County Survey & Plans (City)%WX� $ 113000 $ 11,000 Right of Way (City)%(MX� - -NA NA Construction (City)�)WXi ��I 2-.00_ I2 00� Inspection (City)K)Wx) tS,500 Others TOTAL: $ 182,000 $ 182,000 $ TOTAL $ 364,000 Earliest date City will have funds available F. Y. 1966 -67 Is this stage construction: YES X NO Num er o t Years 10 ** C, a City Official Date JANUARY 21, 1966 Title P IC WORKS DIRECTOR SEE NOTE: Xt(# "Typical Section" WVMW fx 8X AND ALIGNMENT ON ATTACHED SHEET. *Explain on back of sheet 13 000 27,000 000 Lt. Rt. Lt. -Rt. Lt. I Rt. 6 66 1 66 66 1 66 66 66 6 I 2 - 12 - I Lt. Rt. Lt. 1 Rt. Lt. Rt. 10 10 0 16 I 10 10 10 Lt. Rt. Lt. Rt. 12 1 - 12 1 - 12 - NA NA COST AND SOURCE OF FUNDS* Work by City County Survey & Plans (City)%WX� $ 113000 $ 11,000 Right of Way (City)%(MX� - -NA NA Construction (City)�)WXi ��I 2-.00_ I2 00� Inspection (City)K)Wx) tS,500 Others TOTAL: $ 182,000 $ 182,000 $ TOTAL $ 364,000 Earliest date City will have funds available F. Y. 1966 -67 Is this stage construction: YES X NO Num er o t Years 10 ** C, a City Official Date JANUARY 21, 1966 Title P IC WORKS DIRECTOR SEE NOTE: Xt(# "Typical Section" WVMW fx 8X AND ALIGNMENT ON ATTACHED SHEET. *Explain on back of sheet �I CITY OF NEWPORT 066 PUBLIC WORKS DEPARTMENT $W 0 A*e 139 -x JANUARv: A5 1966 T01 PUBLIC WORKS DIRECTOR FROMI H. T. COOK SUBJECT: JAMBOREE ROAD BRIDGE * ESTIMATED CAST TO O.C.F.C.D. DUE TO INCREASED FLOW RESULTING FROM PKIWAL OF UPSTREAM DAM THE FOLLOWING BREAKDOWN PRESENTS A REASONABLE SPLIT BETWEEN CITY AND FLOOD CONTROL DISTRICT RESPONSIBILITY FOR THE NEW BRIDGE BASED ON FLOW VALVES PROVIDED BY OCFCD. CRITERIA USED: 1. CITY TO PAY FOR BOTH ABUTMENTS 2. FLOW BEFORE DAN WAS REMODELED = (8,000 CFS 3. ULTIMATE DESIGN FOR NEW CHANNEL . 350000 CFS A. ORIGINAL BRIDGE COST 1. FURNISH PILES 9.00AF 2. DRIVE PILES 4DO PILES 3. BUILD BRIDGE LS SAY 8. BRIDGE SUPERSTRUCTURE 1. BRIDGE OECK, RAILING, ETC. 12,119 sa.FT. @ $7.00 2. PILE CAPS, CURTAIN WALLS, WING WALLS C. ABUTMENT COST `` 1. FURNISH PILES 18 ® ♦ X 57' 2. DRIVE PILE 18 @ $vo 3. CAPS, CURTAIN WALLS, WING WALLS ASSUME ABUTMENT = I AVERAGE BENTS; TOTAL BENTS - 7 + 2 1y) - 10 .•. 3/10 (42,800) D. BRIDGE STRUCTURE 1. LESS ABUTMENTS SAY SUBTOTAL 2. CITY SHARE 18.000 CFS (1651,000) 35,E CFS 3. NET COUNTY FLOOD CONTROL DISTRICT SHARE 'H. T. COOK HTC:BE 37,962 29,E 127.600 195, 162 *195. $127,600 :.. It 9)240 7,200 12 840 29,2 # 30,000 $195,000 30 000 1 5,000 ..... 0 CITY OF NEWPORT BEACH DEPARTMENT Date 4 NO. TO: FROM: cock SUBJECT: �c>v.v J ci. �/✓/� ' ��cJNC'� C=s wrorc4b 4J/ c7C.�,t,lL `GU.c, l`' � c.✓L.,a c•LL .�/.atT/- .N.�,, �.vcc- i c•.r <c, cn ..v! ✓��.ca. Si o..iS ic> ,nub c�.Z.Fi.�.o` lv -.��- o�' �3rso 0o v �.scx� .oG•ec� -� —a . 20�00� 3 /L �O car` c�.�,�i limos/ Tv �•�i sl4c� T�Ci.^�C �b�U C pN ST/r ue fiC>�` -/ 5cn.�G�(�� S tJie e_y r •• apt /m dip. ✓.5 /stcser�w -i � CITY FORT BEACH - PUBLIC WORKS .DEewNT ESTIMATING FORM PROJECT _,/a A- sdc+rg- .moo DIVISION DATE BYz / � Errol' PRELIMINARY.1�IOZLJ p FINAL NO. ITEM o K- QUANTITY, UNIT PRICE AMOUNT �c��>t �ev TJ.v.� Jo .1 S Zoae Zmac� 772 a, c- 7' 9'1 /,�✓�,crey � zi ,!/G c 0, 9D �% 39v rlrctor� is -- �� J�3 A/Z 3zc.v Tee 7 Rp �9G s� 0 Ls "mac: c a. --T-� �- ._.-.. —. � - _ •. � /3 278" T .i G • O� /�i 72 8 9 R / EFr>� v f3 ✓OO /!-- O On /Ooo o �T� �,,�� o. �•r /,o� /vii Zoo 2vo 7 ZO PROTECT CITY LAWPORT BEACH - P,UBLIC WORKS.D&WNT ESTIMATING FORM /P�l an to DIVISION_?` "Se's �z'�c� �' DATE / GG Ac zec. /v BYs —� (ffo/ PRELIMINARY O FINAL /f6� No. ITEM QUANTITY- UNIT PRICE AMOUNT / s, Allmoo /�v G in ili u.v c. -'S rL /J /A </ 276'' T (:) c' 041 r/p,c/ r r ,e AF' /,Pap Lb Ar c7 zoo `2 9v .9 i s v rcre c� � CITY AWORT BEACH - P,UBL8C.WORKS MOMENT ESTIMATING FORM PROJECT ✓.G.c/1�ea� BYs_ p—�PRELIMINARY DIVISION DATE ��9 C3 FINAL NO. ITEM QUANTITY- UNIT PRICE AMOUNT 32�, /off i7,> 3 .-14, (,of- x /o r' G • j4M4 o 0 R e E 0o 37Z - - - -- - - __. ,._ .. _� 11�a �--- I�IL�T - F /.�.C.....5- ..C�MPACTEU..) _.,_ . -.5r4 88tso ro S74 93+00 rzzo Z7 - 4- ATE - -8 /-4EY?00-3 ts T0 Loy. -.&j r . ... -7r p Aj- - Pgc4c 141C....-loircM 3Q-00 /,q Ij CO-46 7- 7,C--,e 4!��Olv-SrXaCT- VA) I j Z fO.CC PTO .CIiF T �GI �' r _ • >C�/oY dtco f{6 rc� ii /1a�C''Z ° 00 � Z � _ ,. A i --- ._ ----- .._,,.. - _t.__.......... -�.. _._.._ �ei� '-qr0 -o A/ + 1G x /rte x z -- z u .6 -vo ia el C 7-0-4'0.1 O z� el C 7-0-4'0.1 I t G 14- i /ZG /3co /9"Poo 3ZI3eo i. /O OC J 3s� 3o v, i t. i f �-r i �J -�i T i . h /�roc7io a/ /O p �P�,Z00 yD2�s°v /ZG /3co /9"Poo 3ZI3eo i. /O OC J 3s� 3o v, i t. ..I. r-I �-r i �J -�i -1 ! DECEMBER 20, 1965 MR. A. S. Koch ROAD COMMISSIONER & COUNTY SURVEYOR 400 WEST EIGHTH STRUT SANTA ANAL CALIFORNIA ATTENTIONS MR. W. HARTMAN SUBJECT: AHFP PROJECT FOR IMPROVEMENTS TO .JAMBOREE ROAD FROM FORD ROAD TO PALISADES ROAD DEAR SIR: THE ENCLOSED CITY COUNCIL RESOLUTION REQUEGTING APPROVAL or THE SUBJECT PROJECT$ THE PRELIMINARY PROJECT STATE - MENT, AND CITY or NEWPORT BEACH DRAWING R -"5-sp sNOW- ING THE PROPOSED ALI0004ENT AND TYPICAL ROADWAY SECTIONS ARE FORWARDED FOR YOUR USE IN CONSIDERATION OF THE SUB- JECT PROJECT. IT 15 ESTIMATED THE PROJECT WILL REQUIRE APPROXIMATELY I1p500 C.Y. OF EXCAVATION AND 22y500 C.Y. OF IMPORTED FILL. THE FIRST STAGE OF THE DEVELOPMENT OF THE SECTION OF JAMBOREE ROAD COVERED BY THIS PROJECT IS CURRENTLY UNDER- WAY AS AWP PROJECT 138. DESIGN OF THE PROPOSED PROJECT WILL BEGIN AS SOON AS FUNDING IS AVSHORIZED. VERY TRULY YOURS BENJAMIN B. NOLAN CITY ENGINEER HTC:eE (((((( ENCL.s 7 SETS l :aem 16/65 (10) 1 RESOLUTION NO. 6260 0 2 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH REQUESTING THE COUNTY OF ORANGE TO 3 INCLUDE WITHIN THE ARTERIAL HIGHWAY FINANCING PROGRAM THE DEVELOPMENT OF JAMBOREE ROAD 4 5 WHEREAS, the City of Newport Beach desires to improve 6 Jamboree Road from Ford Road to Palisades Road; and 7 WHEREAS, Jamboree Road is an important artery in the 8 County of Orange and of general County interest; and 9 WHEREAS, Article 2 and Article 3, Chapter 9, Division 2 10 of the Streets and Highways Code authorizes a county, if it so 11 desires, to expend funds apportioned to it out of the California 12 Highway Users Tax Fund for aid to any city in the improvement, con - 13 struction or repair of a street within a city; and 14 WHEREAS, the Board of Supervisors intends to, by appro- 15 priate action, provide in the County budget of the Special Road 16 Improvement Fund for the Fiscal Year 1966 -1967 a sum of money for 17 the improvement of streets within the incorporated cities of the 18 County in accordance with the Orange County Arterial Highway 19 1 Financing Program; NOW, THEREFORE, BE IT RESOLVED that the City Council of 20 21 the City of Newport Beach hereby requests the Board of Supervisors 22 of the County of Orange to allocate to said City from County Funds 23 the amount of $195,000, said amount to be matched by funds from 24 said City, to be used to aid said City inthe improvement of . 25 Jamboree Road from Ford Road to Palisades Road, said improvements 26 to be in accordance with the attached project statement; � 27 BE IT FURTHER RESOLVED that the Board of Supervisors of 28 the County of Orange is hereby requested to find that said work on Jamboree Road, in the manner provided, is in the general County 29I interest. 30 31 32 I i 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23I 24 25 26 27 28 29 30 31 32 BE IT FURTHER RESOLVED that, by this Resolution, the City of Newport Beach agrees with.the basic concepts of the Arterial Highway Financing Program; and further agrees that its sha of the cost of improvements and rights of way will be available for the fiscal year 1966 -1967. ADOPTED this 13th day of December, 1965. Mayor ATTEST: City ulerk o 2. i. Name of Street ,JAMBOREE Limits of ARTERIAL HIGHWAY FINANCING PROGRAM PRELIMINARY PROJECT STATEMENT FORD ROAD TO PALISADES CITY OF NEWPORT BEACH Arterial Classification A -1 .91 Miles. The proposed work consists Of W I DEN I NG THE EXISTING ROAD AND MEDIAN CONSTRUCTION. THIS WILL INCLUDE EARTHWORK, PAVING, CONSTRUCTING CURB AND GUTTER, DRAINAGE STRUCTURES A PAVED MEDIAN STRIP, INSTALLING SIGNS AND BARRICADES, CHANNELIZATION AND CONSTRUCTING A BRIDGE OVER SAN DIEGO CREEK. (Right of way, grading, paving, constructing curbs and gutters, etc. STREET DATA Traffic - ADT Right of Way Minimum Maximum Number and Width of Traffic Lanes Width of Curb Parking Lanes Median Width Width of Curb Off -sets Width of Turning Lanes TOTAL Width between. Exterior Cv� Work by Existing Jironosed Ultimate 'C Count Others TOTAL Survey. & Plans (City) M60 $ 000 $ 000 11, - RX1yK� ,VffX XXX tS VM6 >) --- — $ $ 22,000 -NA Construction City) (210 0 179.000 179,000 Inspection (City) WJQX� 5 5,000 10.000 TOTAL: $.1952000 $ 195,000 $ $390,000 Earliest date City will have funds available F.Y. 1966 -67 Is this stage construction: YES X NO Number ot Years 10 * 2 City OYticial Date' DECEMBER 20, 1965 di le PUBLIC WORKS DIRECTOR SEE NOTE: Rxxw '"typical Section" oixxb)ot*x&&x0i2= AND ALIGNMENT ON ATTACHED SHEET. *Explain on back of sheet •• `T�:_ •.' CFA •• •• •• MIR 'C Count Others TOTAL Survey. & Plans (City) M60 $ 000 $ 000 11, - RX1yK� ,VffX XXX tS VM6 >) --- — $ $ 22,000 -NA Construction City) (210 0 179.000 179,000 Inspection (City) WJQX� 5 5,000 10.000 TOTAL: $.1952000 $ 195,000 $ $390,000 Earliest date City will have funds available F.Y. 1966 -67 Is this stage construction: YES X NO Number ot Years 10 * 2 City OYticial Date' DECEMBER 20, 1965 di le PUBLIC WORKS DIRECTOR SEE NOTE: Rxxw '"typical Section" oixxb)ot*x&&x0i2= AND ALIGNMENT ON ATTACHED SHEET. *Explain on back of sheet 'PROJECT DESCRIPTION* - THE REALIGNMENT OF THE WESTERLY HALF OF JAMBOREE .ROAD' -I.N THE- 7AREA...BtTWEEN ",__ -_ -,_ NORTH EASTBLUFF DRIVE AND PALISADES ROAD IS PRESENTLY UNDERWAY AS AHFP PROJECT #138. A NEW PROJECT NOW IS NECESSARY TO PROVIDE THE EASTERLY HALF OF THE DIVIDED ROADWAY. IT WILL INCLUDE A 16, CURBED MEDIAN STRIP AND TWO ADDITIONAL 12' LANES. A TWO LANE BRIDGE PARALLEL TO THE ONE NOW UNDER CON- _ ... .. STRUCT ItlN WILL 'BE- PROVIDED.. CHANNE L'1'ZAT ION WILL BE REQUIREDAT -:THE INTER . SECTION OF JAMBOREE: WITH NORTH EASTBLUFF,. DR I VE�.•_',PROV IS I ON WILL BE MADE IN THE DESIGN FOR THE INSTALLATION OF TRAFFIC SIGNALS AT THIS CORNER AT A LATER:D'ATE; SIGNALS ARE. NOT A PART OF THIS PROJECT. -A RAISED, PAVED MEDIAN WILL ALSO BE INSTALLED FROM FORD ROAD TO PALISADES ROAD. i. FUNDING*'. _ ., A. THE ESTIMATED.CONSTRUCT ION, -60ST INCLUDES A:PROJECTED. ANNUAL COST INCREASE'-" OF APPROXIMATELY 5 %, BASED ON THE ASSUMPTION THAT CONSTRUCTION WILL BEGIN IN 1967- THE- C;IiY'3 SHARE,OF -THE FUNDS WILL- BE.PROVIDECi FROM,;GAS TAX" 1 FUNDS. ! !t BASED ON ESTIMATED DEVELOPMENT OF LANDS S ED ROAD; FUTURE WIDEN - - ,ING TO ULTIMATE Wi DTH .W.I LL- BE.DEFERREb F ARRANTS -AN I- NCREASE -' , _ TO S,IX LANES.5 , v i iii J. " \.t 4 9 CITY OF NSWPORT BSACIA December 16, 1965 Tsa City Clerk From: City Attorney Subject: Resolution No. 6260 Transmitted is the subject resolution adopted by the City Council on December 139 1%5, requesting the County of Orange to include within the Arterial Highway Financing Program the improvement of Jamboree Road from Ford Road to Palisades Road. This resolution indicates that the Project Statement for the improvements is attached; therefore, it is suggested that you obtain sufficient copies thereof from the Public Works Director for attachnent to the resolution. THS:aem Attach. cc: City Manager (Attach.) Public Works Director (Attach.)/.- Tully H. Seymour City Attorney CITY OFtWP0RT REACH - PUBLIC WORKS.DEP NT ESTIMATING FORM PRO.ICT �/ e ti RO2c �'o e n BY: 'S/.t.Qo 54--h. air" PRELIMINARY / DIVISION DATE lr-�Y-' O FINAL NO. . ITEM QUANTITY.. UNIT PRICE AMOUNT u C Zoo 2ooc7 v i //J 0-,/, 77 S24.v // �/Jd S✓ xne C �S / /J L /✓G J ✓Z/ , C. 0.4Y ?l r0� IOC oc) C /u. ✓o,u T G O /?o Tat/ /v v 70 4</ ✓GSA /5- 30 0 �� l .L 2r� �•; i'� O j�L3 17 X 3600 Id Co .,� r .4 Z GJ f.lU� �.v„ ✓O .2i 0 �l c 71:Y leoeTio�/ vevt � �' � 5 !OCR O ✓r e 3 roT,a ,/Z�eoe 37 ya1 CITY OF twPORT BEACH - P,UBL B C. WORKS.DEPSENT ESTIMATING FORM PROJECT J��tl�cyecG: ��a b BY :�_ DIVISI DATE CW' PRELIMINARY M FINAL No. ITEM QUANTITY- UNIT PRICE AMOUNT �3 -igo7 F TG TA G.. No CITY ATTORNEY PUBLIC Womets DCPARTNCNT ANFP FINANCING OCCCtMCR 1P 1965 PLEASC DRAFT A *[SOLUTION FROM TNC CITY COIM IL TO TNC COUNTY or ellAtm IN YMC FORM of UPtslT I TO THE MP PROCCDURC MANUAL# 00"AINS TMC IMPRw-� I$T OF JMMORCC ROAD. A Copy �¢ /qs op° Exutsiv I is CNetoscD ram TM larem"TIOM. �» QutRCO rRON TIRO CWNTV• AN ADOITIORAL $2750000 WILL BC ►RO- visco ritoN TNc CITw GAS TAx FuNos astme F.Y. 66-67. No RIONT OF WAY ACQUISITION IS INCLUDED IN TWIS PROJIECT. A copy or TNC PRCLIMINARY PROJECT STATCNCRT It ALDO INCLIMCO FOR vouR INrORNATION. TME ORAFT RESOLUTION S14OULD BE AVAILABLE VOR SUBMISSION TO TNC CITY COUNCIL AT TNCIR R[RULAR IKETIMS ON DECCIMEM 13# 1965- Humm T. Coox Assoc. CIVIL ENOINCCR NMI" .cliff", FlO•J /.. /(;.� .L C:Scx Ui a </ Wit L S > /[G iL." ,PG-' fC..'i/Yf.`4l� ( /� "� PROJECT CITY W&PORT BEACH - PMBLIC. WWS DEP&ENT ESTIMATING FORM DIVISION DATE . AW / of Z� Byg CT' PREL I M I NARY 0 FINAL ITEM QUANTITY- UNIT PRICE AMOUNT z �7,5;7Z 1 /s, So ro0 /-/&10 7-41A.1 /00 70 7 Yo .5,19 43 2 -za, 6 A-0, ll'�zzeq 1-7 Z VvoL) 4,A-- L9/S/ jg4 6 "'-;rX Zo o ON -�OY6 CITY dF %WORT BEACH - PUBLICWWS. DAMENT ESTIMATING FOR14 PROJECT BY: (Zr' PRELIMINARY DIVISION DATE r-] FINAL NO.. ITEM QUANTITY. UNIT PRICE /AMOUNT / • .r /� 2/ 1 O G7 /99 CITY OF WORT BEACH - P)UBLOC WORKS DEPSENT ESTIMATING FORM PROJECT J ",ez%oedr&:— m DIVISION DATE r-1 BY: PRELIMINARY FINAL NO.. ITEM QUANTITY, UNIT PRICE AMOUNT -75AIs /7' :re) of Zoe"4engr- 17ol 7 7 i 7c. oo,3 7 37 6ry �s ■ v i2- 7- S' L_ ..j c.- C:. S F 790 2``: _ OD _ 2 (n T R2 D 7S 9 1) 7 89 epo 7 M sm I I 2(A 3 s� C 704 O i 2 7 89 epo 7 M sm I I 2(A 3 s� C L shsh.�. 2 EA c-7 GSQU.TT _ S F 4S6 .. , ...C...... S S . , , oile �.0 T-._ STATION Cu Yd._. _ePEtYIA k$_... Cw Yd z 2 !o fs 4 tR/ ,E,9n C� /02-o ¢ �' G9n 9/7 FA N V S C7 D 92 0 z 8(,1 /;2 92 3 7 �_= E.�I�Q_T/�WO•`ZK_ -. -:. CO�li7!_�.L�.T.�I_ .TTDi1T� CU.T- FLLC :.SE ._C,. S B.TATION S4 "f'T. S •.FT: S..F........ S.F. opt a i' Cu Yd. Cw Yd i' 2 v Z 4M I 52 50 Qn i5 2 0o f 2 � z i (� S 1 " i 4l J Q u d �ea 0 0 �J .g 0 0 0 3 a d UI J 0 `J N .g ri o < 7 u v II � J 0 � O Z O 8 rl .g ri o < 7 u v II � J 0 � O Z O o n O 0 0 N nl op V) on Vl �9 � z LL ¢_ Q � W r 0 Q 1 Q L w Il d v a c U 01-1 Y/ 0 i ✓,d,t /.�j �,,- 2�„L- .c�YC'�! <?�� cam"-. Q NNuQL COST �NTEeF ST = 4� YO 4 9'a � °lD �VLJ /t/� /= CES f CO -STS PEDiGTf3G /NFG4T�04J P4,00 l2 yes F,eaM .WA.10 o 9� �OSTS Z G.ANi=- /BZ/06C = /6Z 000 2- Z G.4Nr-- 6a�4)6(=- /62.000 84 3�o (fo�uSrCL)cT- /OkJ— ADO/r /oo1,44, Z4.,Jcff GpNro4.gws1&eaO O/U d4GN 13Z/D6E Oe r&,.o o ZAk)CS eN oNdE StOe ,oNO 1004D eEAL16AJAIeA 7: P1= 162,000= A7. =/a ,E?,'iM Z000lye *4i"r-driv4Aec 2Z° 3000 /Ye MAiNTSN9^+G� GAr.16.S K 3 400o /Ye MAin1T�NA/JGC-: GA^�C�:S 0 Z LAw�E s �Jo• t P3 M 0 CNEM"jL "\ Z LA,a� s i.1�oJ Aoc. z L ft s z �Ces aoo.rr. 4 L�i�1t�S zees AOD� Z Lrx�aw-S \2 -<Z. S (- e�NY 1`%eeYN lSc,vc3,�JEr ��I Pe ' P i ,857) ° 162,000(,&S71) _ %39, 000 Pa = P C 397 ° /62 64. d00 z000 /. 783 1= A56� _... Po -eL = 30DO(L,21)(.Bs7) � ANN, G407 3,361 Z6( (, 13Z 7) = 5-1,400 12. PZ46-:se NT" W4 Z7-y (sG NEME "/3 „ ) P, = 160, 000 FQQo -Zf3 = 3z6,00.'�(• B57/ = L78.000 __ -- Po-z/= .......... . ......... P -ems = 4000 (6,7/) (.857 )= Z 3, 4a0 3. Slo% 386iZG(o �L��V Z3, 400 4b6,9(o r 0 0 coo 51,400 /d 1r oo D /FF. /�v AA) &) UA L Go x7Ts SL)/GD ADD 1T 1o1d4L. Z Gus /iV Z Yees A &JQ FltiAC. Z e-,aNes Yes. UNGCSS• /s /N d-xcAess Z. Conr,6,N�b C. oNS'T, CoSrs wauc.0 �F ou=r ,C. TAYa iNorc.grEO eNaysAl To CN,4N6e Co pq,,v4 /S 0,0 . 14/4/6 J- ARTERIAL HIGHWAY FINANCING PROGRAM Name of Street JAMBOREE ROAD PRELIMINARY PROJECT STATEMENT CITY OF NEWPORT BEACH Arterial Classification A -1 Limits of Improvement FORD ROAD TO PALISADES ROAD Length I.91 Miles. The proposed work consists Of WIDENING THE EXISTING ROAD. THIS WILL. INCLUDE EARTH'. %ORK, PAVING, CONSTRUCTING CURB AND GUTTER, DRAINAGE STRUCTURES, A LANDSCAPED MEDIAN STRIP, INSTA LLIN=: SIGNS AND BARRICADES, CHANNELIZATION AND CONSTRUCTING A BRIDGE OVER SAN DIEGO CREEK. Right of -ay, ,grading, paving, constructing curbs and gutters, etc. STREET DATA Traffic - ADT Right of Way Minimum Maximum Number and Width of Traffic Lanes Width of Curb Parking Lanes Median Width width of Curb Off -sets ;Width of Turning Lanes TOTAL Width between Exterior Curbs Existi_na Pronosed Ultimate 1 000.: 1 27,000 �6 000 Lt. Rt. I Lt. -Rt. Lt. I Rt. 66 66 66 $ 21,500 `=Plans A.i.Zb=XP; /\ ayxXXXk Q7+ y��xgxxX) ill:\ 66 1 66 66 NQ Construction (City) (WO 259,250 2 -12 -12 - Lt. 1 Rt. Lt. 1 Rt. Lt. i Rt. Io,,Q00 8 An lo 0 i 16 1 10 10 fo Lt. ' Rt. Lt. Rt. Lt. I Rt. NA NA 1 48 COST AND SOURCE OF FUNDS* Work by City County Others TOTAL Survey & (Ci�t.�y�) (Zh,X) $ 10,75( $ I0.7=,0 $ -- $ 21,500 `=Plans A.i.Zb=XP; /\ ayxXXXk Q7+ y��xgxxX) ill:\ I`, NQ Construction (City) (WO 259,250 202,250 461,5no Inspection (City) Wm) 5,000 5 ;oeo Io,,Q00 TOTAL: $ 275,000 $ 218,000 $ $ 1+93,000 Earliest date City will have funds available F.Y. 1966-67 Is this stage construction: YES X NO Dtumher o Years 10 * It Date Title City Official NOTE: a "Typical Section: §' 6i,-XZAFiX&X )df1XX9hYtc t AND ALIGNMENT ON ATTACHED SHEET. ­explain on back of sheet PROJECT DESCRIPTION: THE REALIGNMENT OF THE WESTERLY HALF OF JAMBOREE ROAD IN THE AREA BETWEEN NORTH EASTBLUFF DRIVE AND PALISADES ROAD IS PRESENTLY UNDERWAY AS AHFP PROJECT #138. B NEW PROJECT NOW IS NECESSARY TO PROVIDE THE EASTERLY HALF OF THE ROADWAY. IT WILL INCLUDE A 16, CURBED- MEDIAN STRIP AND TWO ADDITIONAL 12' LANES..A TWO LANE BRIDGE PATTERNED AFTER THE ONE NOW UNDER CONSTRUCTION WILL BE PROVIDED. CHAN- NELIZATION WILL BE REQUIRED AT THE INTERSECTION OF JAMBOREE WITH NORTH EASTSLUFF. DRIVE. PROVISION WILL BE MADE IN THE DESIGN FOR THE INSTALLATION OF TRAFFIC SIGNALS AT THIS CORNER AT A LATER DATE. A RAISED, LANDSCAPED MEDIAN - WILL -BE INSTALLED FROM FORD ROAD TO PALISADES.ROAO. FUNDING: THE ESTIMATED CONSTRUCTION COST- INCLUDES A PROJECTED ANNUAL COST INCREASE OF APPROXIMATELY 5 /o) BASED ON THE ASSUMPTION THAT CONSTRUCTION WILL BEGIN IN 1967. THE CITY'S SHARE OF THE FUNDS WILL BE PROVIDED FROM GAS TAX FUNDS. CITY'S SHARE INCLUDES MEDIA :N LANDSCAPING. - - - BASED ON ESTIMATED DEVELOPMENT OF LANDS SERVED BY THIS ROADr FUTURE WIDENING TO ULTIMATE WIDTH WILL BE DEFERRED UNTIL TRAFFIC WARRANTS AN INCREASE TO SIX LANES. t • *IBIT 1 SAMPLE RESOLUTION._.... RESOLU��ON NO. , RESOLUTION OF THftUNCIL OF THE CITY OF Al 13 RMUESTING THE COUNTY OFMANGE TO INC UDE WITHIN THE ARTERIAL HIGHWAY FINANCING PROGRAM THE DEVELOP- MENT OF STREET. WHEREAS; the City of t/ Z. desires to improve ✓:._.',.Cct- _j��1� Sweet rom r = to 5t-, and WHEREAS, J, ,��;,. -,- Pte„ C� Stmi is an important artery in the County of Orange an o general County interest, and WHEREAS, Article 2 and Article 3, Chapter 9, Division 2 of the Streets and Highways Code authorizes a County, if it so de- sires, to expend funds apportioned.to it out of the California Highway Users Tax Fund for aid to any City in the improvement, construction or• repair of a street within a City, and WHEREAS, the Board.of Supervisors intends to, by appropriate action, provide in the County budget of the Special Road Improve- ment Fund for the Fiscal Yearienc -eja sum of money for the improve -:' ment of streets within the incorporated cities of the County in accordance with the Orange County Arterial Highway Financing Program. NOW THEREFORE, BE IT RESOLVED that the Council of the City of ASR hereby requests the Board of Supervisors of the County oz 0 ange to allocate to said City from County Funds the amount of;<'i.'o:� said amount to be matched by funds from said City, to e use to aid said City in the improvement of from i u r, Str -Qax. to �c�cvc / •i} Y o��v -saay; said improvements to be in accordance with the attached project statement; BE IT FURTHER RESOLVED that 'the Board of Supervisors of the County of Orange is hereby requested to find that said work °axrd - ;�o9:a� ref z y on �o�i.?r.rr :, S *___ =t, in the manner provided, is in the general County interest. BE IT FURTHER RESOLVED that, by this Resolution, the City of /i;" agrees with the basic concepts of the Arterial Highway Financing Program; and further agrees that its share of the cost of improvements and rights.of way will'be available for . the fiscal year 13- �c El iPC- r,v�kl. N� zG�"oD 1 eO�Jlle' 4A ' /� bo c.3 - CITY �ORT BEACH ESTIMj PROJECT -c-TAAf6oeQ-- Lo, - /o2 TL/ E4 DIVISION DATE POBLOC, WORKS W*MENT kTING FORM 5L.tj;=l= ro By. MervN ca PRELIMINARY M FINAL NO. ITEM QUANTITY- UNIT PRICE AMOUNT I-'-IA AA,;,O C llJCa 7-Q Z Zoo, 84 Soo o 500 Lisulo Isro zme--r (144�f I 5, 4 CAJ n'7 6-n ,Oa (f ASP LA /370 IS C) 14, 1 on. 15, 14-C)G> 4 ne?- 60) 70 LF zS,00 1 750. C-//) 42S Z- r ( x.00 -(2D- t C/ /C -l< err- 2- &W()V6 /-'A IfTr Zoo-) Z C- l6 (5�11EO 2,42 L- Zoo 30 c) '(17) C7 ,4,0 516,vs eo z',4 lgd77- Z 6A Z Z 4. CC (luo-rl&) co 14,4 -7 -2 -1 c .—.r.- l w - 3 co,(�InU.7,4:.r�dnZ 6TATYDN. SCQ U F.TT __ S - F I. LLT- : 4SE..AF.. C. . S 6,F K., opO/ C T: . Cu Yd, _ Co Yd - /o20 2 4E2 1090 l700 9 40 2 So ' as � �5"7d 9zc� Do +oz zz0 �P4-o � 52 270 4s� 0IVD2 22C 3 .20 z /62 +o? C�9 I %?43 - 12PA r A MVA 97-7-F-AA 0214m �JRWW; INS mil 0 ISO m, mm- nom OOP ml m. N,.mz sommom mm NINE mwol om moo m 'no m 11001 mm SO ONLINSIM Miss 11001I, m_-_e 110000010-Ir MINE LINE 1 OM400 NO EMENSIM10 LW a a Hlr�W ME WON L 20 :- - - - --------- -- I Q?f We m W2 MAS 0 ME no G' Utz 61 CO.tfIl�U. t. .64 r ,i rFT._ is,� S F.•`F n166 o' Cu.Yd:: .. Cu.'Yc/ ... KEMA - fn2 1870 .2L 4iZ 9 2 F7 1870 .2 % TSO ` 450 1780 z�8 :. 44s fqs � 1910 2b 530 4S zla/o 4-o7 8�0 zo6o 1.4 zgg. he 9 3 452 0 5 t _ 11 (C) /,920 lb$o 10 2 IPSO: - 29 fog � i F��o / i l sal D 43 4 02 - ory toio Q_ 3 b �o / —. -! 0 4O0 5i o i IbSO ry +Z b go 1310 -IS-2 I - { 2 7 ao I b70 �LZ J02-0 _. 3 s - _:EA,2T_��1%110:�2.C� CO�f�IPUT•a_:Z'lDN� i TAT /DN 454 E T• 'S ..FZ..5. F. -._.. S. F, .,�fa f #.Yc1. Cµ Yd 46-2 1090 � — 570 10o 02- ZL �S2 270 01io2 220 4,t;-7 n 19J4 I MMIE®IW* IIIIIIIIN =am= MEMO -E oll ORANGE COUNTY FLOOD CONTROL DISTRICT P. M BOX 1079 BANTA ANA, CALIFORNIA H. G.OSBORNE TELEPHONE: 547 -0547 400 WEST EIGHTH ST. CHIEF ENGINEER AREA CODE: 714 SANTA ANA, CALIFORNIA, 92702 FILE No. F05.30 NOV 1 2 1965 Mr. Joseph Devlin, Public Works Director City of Newport Beach, 3300 West Newport Blvd. Newport Beach, California Dear Sir: Your letter of November 2, 1965, requesting district participation in financing the construc- tion of a proposed bridge across San Diego Creek Channel on a new Jamboree Road alignment, has been received. Regretfully, district funds are not available for participation in this proposed work, and a state- ment of intent cannot be made as you have suggested. Very truly yours, / -� � fiovwe� H. G. Osborne, Chief Engineer RECEIVED NOV 151965 PUML!C WORKS DEPT. MOYtMB[R 20 1965 MR. H. G. OseORNE GRANGE COUNTY FLOOD CONTROL DISTRICT 4W WEST EIGHTH STREET , SANTA ANAA CALIFORNIA SUBJECTi JmwomEE ROAOCBRIDGE OVER SAM DIEGO CREEK (FO5) CHANNEL DEAR MR. OSSwNES THE CITY OF NEWPORT BEACH /a CURRENTLY IN THE PROCESS OF PLANNING ITS F.Y. 1*- 1967 ARTERIAL HIGHWAY CONSTRUCTION PROGRAM. ONE Of THE PROJECTS WHICH THE CITY IMT£NOS TO PROPOSE TO THE COUNTY FOR INCLUSION NN THE ARTERIAL HIGHWAY FINANCING PROGRAM 18 THE WID[NING OF JAMSORtE ROAD TO A FOUR -LANE DIVIDED SECTION ON THE NEW ALIGNMENT BETWEEN EASTeLUFF DRIVE AND PALISADES ROAD. A NEW BRIDGE WILL 8E REQUIRED FOR THE ROAU'WAY ACROSS SAN DIEGO CREEK CHAH- MEL# PARALLEL TO THE BRIDGE NOW UNDER CONSTRUCTION. IT IS REQUESTED THAT THE DiSTAiCT PARTICIPATE IN THE COST OF CONSTRUCTING A smas OF SUFFICIENT LENGTM TO SPAN THE FUTURE FLOOD CONTROL CHANNEL IN ACCORDANCE WITH THE FORMULA USED FOR FINANCING THE CURRENT PROJECT. CONSTRUCTION OF THE NEW NORTNSOUND LAMEST AS PROPOSEOM WOULD THEN EHA8LE ABANDONMENT OF THE ORIGINAL ALIGNMENT OF JAMBOREE ROAD AND THE REMOVAL OF THE ExISTiNG SNORT SPAN BRIDGE ACROSS THE SAN DIEGO CREEK CHANNEL. WHILE IT IS RECOGNIYED THAT THE DISTRICT COULD MAKE NO COW ITMEMT UNTIL FUNDS ARE AVAILAOLE/ A STATEMENT OF INTENTION AT THIS TIME WOULD ALLOW THE CITY TO PROCEED WITH ITS PLANNING AND PREPARATION OF A PRELIMINARY AHFP PROJECT STATEMENT FOR SUSMISSION TO THE ORANGE COUNTY ROAD DEPARTMENT, WE WOULD SE PLEASED TO MEET WITH YOU 011 THE MEMBERS OF YOUR STAFF TO DISL CUSS ANY QUESTIONS THAT THE DISTRICT NAY NAVE CONCERNING THIS REQUEST. VERY TRULY YOURSt JOSEPH T. DEVLIN PUBLIC WORKS DIRECTOR 138Nt VR CCS CITY MANAGES ORANGOOUNTY FLOOD CONTRP DISTRICT 1 ' AUG 2 3 1964 No. F05.212 Mr. Donald Simpson Director of Public Works City of Newport Leach City Hall 3300 W. Newport Blvd. Newport Peach, California Dear Sir: ® Reference is made to your letter of August 169 1963 wherein a revised draft of the agreement providing for district financial participation in the Jamboree Road bridge across San Diego Creek Channel was enclosed. It is noted that the agreement is basically as for- warded to you with added provisions for a wider bridge for sidewalk purposes and 10% for engineering,adminis- tration, and inspection. The added features are satisfactory to the district provided a clause is added which would limit the district's participation to a maximum of $125,000. If this meets with your approval, we will prepare the necessary copies of the agreement. JWS /gp Very truly yours, Osborne, Chier Engineer - *4 AUGUST 16, 19053 H, G. COUNT',' FLOOD CC'!-; OL DISTROCT L) .0. box 107 SA.NTA ANNA, CALIFORNIA SU'--JZC-l' Jil,".03-CC POAD R9:ALlG-l-M--,N7; SAr. Dc--Gc C:--Cx c2locc JOINT Fowvicina AGRrC•7NT I DZAR SIR: A ✓ 17 EmLOSSO FO- Ycu: I-,Evlc�; 15 a FzVISCD 07 T"-Z SUE)JZCT U--FN 4MAZ'E rc,: PLEAF-Z NOTE ALSO THAT Tll-'-' 0Ec-,2D!-vjc Disvi-,icz I'. 11u3 COSTS HAS CZZN 2cUP277E.`! TO WPTR PRACTICE it; P.-',ST r,'ZCARDIIuG r�UCW PArTtC0fAT;C'N- 17 IS F-rLT CO3,16-S 07 ENGI- GS ZCQHZC S.-;0U;-D UZ S4:A-1ED IN THE SANTZ PPOP-,RTION CONSTPUCT100 CUSTS- Tvz oZs7,Gj or 7I4L: E32!r3r WILL rl:WMZ FOQ A Mvilmum flczz2m"ml a! , 1..R. A orma: c.- 7NZ LZ^3Ci70 P ^3. v...,. 03ULD POSE A SERIOUS SA7ETY 0AZArD WvMwioU'7 A `;Z APP',.CC;A'iC TNiE FACT CAN"'.%T MM.73IT VU:I= MZ FUTU-c: 101DZt3l".13 AT T 37 T3'.%Z T::T- o,, rVIA%C;'.'3 is 7:f10 ANY 6S3 O72 FOR S:iARING W_ COST 07 Tt'.Z' 'JDZ:.' PLZA'-'E FU�Z:IlSH UZ W;Tli C-OSS ""Er-T.'ONAL := FOn THZ P OPD=D 7LCCD AT Tliz CIZID(JZ LOCATION SO TO-W OUR ENGINZERZ CAN C:J APPROVAL 07 TIrZ AG-..Z7=:,-rNT. VERY TRULY Vo%,LD C. sIt.,no" Pc --L I C DMZC7G:� Or ORANGE COUN1 T `.' FLOOD CONTROL DISTRICT N. O. 05I3CRME CHIEF ENGINEER i r. Donald Simpson Director of Public works City of Newport Beach City Hall Newport Beach, California Dear Sir: P. 6. G. IM70 SANTA ANA, CALIFORNIA TELEPHONE: 547.0547 aL 8 1963 AQO WEST EIGHTH ST. SANTA ANA, CALVQRNIA FILE NO. F05.212 San Diego Creek Channel - Jamboree Road This letter concerns the design of the proposed Jamboree Road bridge across San Diego Creek. A review of the files of the San Diego Creek project suggests that you may have been given an erroneous impression of the district's position in regard to this bridge. It so we wish to apologize and ex- plain that the discussions apparently were carried on in general without the benefit of specific plans. Now a 'review of the finished plans, show- ing the location of the bridge and its hydraulic design as prepared by your private engineers, reveals that considerable public money might be saved by cooperation in securing e structure to meet ultimate conditions. Me bridge as designed will within a few years require lengthen- ing, which in turn will require the construction of a detour, the removal of many thousands of yards of compacted embankment, and considerable dis- comfort and danger to the traveling public. It is believed possible to develop a channel and bridge design at this location which will obviate the above expensive and objectionable items. Our engineers will be available to work with your private engineers �n an active and consult- ing capacity to achieve a unified design, and by reason of the final location of the bridge, it will be legally possible for the district to participate financially in its construction cost. This problem has been discussed with Mr. Koch, the County Road Commissioner, who states that your city has met the basic requirements for the County's participation in this project and a re- advertising of the job with a modified bridge design will not effect your eligibility for the - county funds. • M . Donald Simpson - 2 - 0 We urgently recomzsend that you very seriously consider a re- design and re- advertising of this job in the interest of obtaining the most from the public money, which no matter which agency adminis- ters it has only one source - the taxpayers. Very truly yours, H. G. Osborne, Chief Engineer HGO :mn cc: Mr. A. S. Koch r. r5 r"i r ' C3CTOBER 16, 1962 T.l. H. G. OS30RNE CHIEF CNOINEER O-ANGE COUNTY FLOOD CONTROL DISTRICT P.O. Box 1073 SANTA ANA' CALIFORNIA DCAR @$R. OSeOPNE: YOUR LETTER DATED JULY 26, 1952 RELATIVE TO OUR PROPOSED eRCALMG- !AZNT OF .iAMBO%-Z ROAD ACROSS SAN DIEGO CREEK HAS SEEN RCVICWED. IT IS STILL THE CITY'S INTENTION TO CROSS SAN DIEGO CREEK WITH A NEW STRUCTURE HAVING A LENGTH OF 65 TO 7I0 FEET. As INDICATED PREVIOUSLY' THE GR14)OC WILL CONFORM TO THE TOP OF LEVEE ELCVA- T10NS YOU HAV-- PROPOSED. iF YOU PLAN TO :E ;OVE EXiSTMG UPSTREAM PROTECTIVE DZVICESp TNEN WE FEEL YOU S.iOULD K-KZ PP.OV13i0ti Dv`a7 STREA81 70 TFE POINT OF P1N:.L DIZM)AL AT TUE Uiz P' R BAY TO ACCO ,,�ODATE TN.E ADDED v LVJS TEAT 14AY T CSUL4. AS`( OTc:E^ COARSE OF ACTION COULD LEAD TO EXTENSIVE PRGPCftTY WE WOULD WELCOMC F :7 v: D65ZUSSI04G C.: THIS MATTER 1:: AN EFFORT TO COORDINATE TEE PROs --C Z:, P2ZVENTING -'NY POSSIBILITY OF PUOLIC FUNDS DE 1t:G OPEN- FuR C:I.SST":UCTICN T,.AT MAY NEED TO UE RZWOVED IN THE FUTURZ- VERY TRULY YOURSy , , DG:;IFALO C. Stv.PSOU PUDLIC'Vou, DMEGM' cc: A. CITY ATTO:��aC, DCS:VS > . ORANGLbUNTY FLOOD CONTRODISTRICT J`-J'- 2 Z 1962 At Nr. Donald C. Zimason Public Works Director City of Net:Tport Beach 3300 W. Newport Boulevard Newport Beach, California Dear Sir: No. F5.233 San Diego Creek Channel (Bond Project F5) fill Reference is made to your letter of June 4, 1962, regarding the proposed improvement of Jamboree Road between Palisades Road anti Bayside Drive. O As you are aware, the district is preparing plans for the improvement of San Diego Creels Channel from the easterly side of existing Bayside Drive to a point southerly of Lane Road. Construction dotrnstream of Payside Drive will not be a part of this project and will be dependent upon future improvement of Upper Newport Bay. Design criteria for the subject channel has been coordinated with the Irvine Company and the University of California's future campus development. A basic consideration was that the channel should not be subject to tidal flows from Upper Newport Buy. Accordiz<.ly the channel profile has been based on an invert elevation of 4.25 and top of levee elevation of 20.25 at a point 2000 feet doc:. stre = from 'Na- cArthur Boulevard. The proposed char_r_ml w-ill regLnire a 390 -foot right of way, based on a 254 -foot invert, 3:1 side slopes to the top of levee and a 20 -foot levee road on each side. c4 -. ORANGEWUNTY FLOOD CONTRAODISTRICT J. 2 1852 Public Works Director - Page. 2 - File No, F5.233 City of Newport Beach The ciWtrict has recently been notified by the Irvine Company that authority has been granted by the Department of rater Resources for the removal of exist- ing San Joaquin Dam in conjunction with the construction of San Diego Creek Channel. Removal of the dam and future development of the upstream drainage area could subject the channel to design capacity of 35,000 cubic feet per second. in view of the above information, it is believed that it is the City's responsibility to provide adequate span lengths for ultimate flows. Should additional data, pertinent to the design of San Diego Creek Channel upstream of Bayside Drive, be 0 desired, please contact this office. Data in regard to the bay development and possible estuary grades and sections should be discussed with the Irvine Company and - the Orange County Harbor Department. Very truly yours, VH. G. Osborne, Chief Engineer By J. D. Brunner Assistant Chief Engineer O3:yh cc : Mr. A. S. Koch, County Surveyor & Road Commissioner r Aa P.R. H. G. OSBORNE ORANGE COUNTY FLOOD CONTROL DISI*J`CT P.O. Box 1073 SANTA ANAL CALIFORNIA DEAR VIR. OSBORNE: JUNE 4, 196? THE CITY HAS RECENTLY ENTERED AN ARTERIAL HIGHWAY FINANCING PROJECT AGREEMENT WITH ORANGE COUNTY FOR THE REALIGNMCNT AND IMPROVEMENT OF JAMBOREE ROAD BETWEEN PALISADES ROAD AND A POINT SOUTHERLY OF BAY - SIDE DRIVE. THE ENCLOSED SKETCH SHOWS THE GENERAL LOCATION OF THE IMPROVEMENT. ALTHOUGH THE ULTIMATE DEVELOPiENT OF JAMEOREE ROAD WILL BE A SIX -LANE DIVIDED HIGH':fAYA ONLY TWO LANES WILL BE CON - STRUCTED.AT THE PRESENT TIME. IT IS PLANNED YO START THE PREPARATION OF PLANS AND SPECIFICATIONS FOR THE PROJECT WITHIN THE NEXT 30 DAYS AND CONSTRUCTION IS PLANNED TO START ABOUT JANUARY 1, 1963. PART OF THE PROJECT CONSISTS OF CONSTRUCTING A NElf STRUCTURE ACROSS SAN DIEGO CREEK DOWNSTREAM FROM THE EXISTING BRIDGE. THIS NEW BRIDGE WILL HAVC A LENGTH OF APPROXIMATELY 65 TO 70 FEET. WE UNDERSTAND THAT.AS A PART OF THE UNIVERSITY DEVELOPMENT THE EX- ISTING SAN JOAQUIN DAM WILL BE REMOVED AND A 400 FOOT WIDE CHANNEL IMPROVED TO THE UPPER DAY. DO YOU FEEL THAT THE FLOOD CONTROL DIS- TRICT OR ANYONE ELSE WOULD DESIREE TO FINANCE THE LONGER STRUCTURE AT THIS TIME, OR SHOULD WE I4ERELY DESIGN THE BRIDGE IN SUCH A MAN- NER THAT IT CAN BE EXTENDED AT SOME FUTURE DATE? IT IS PROPOSED TO CONSTRUCT THE BRIDGE AT AN ELEVATION OF APPROXIMATELY 25 FEET IN ORDER TO CLEAR THE LEVEES OF THE PROPOSED CHANNEL. VERY TRULY YOURSO d/ V- DONALD C. SIMPSON PUBLIC WORKS DIRECTOR ENCL. CC: CITY MANAGER DCS:vs C- 1096(D) See Contract File for Plans