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C-1105 - Pacific Coast Highway Widening at Jamboree Road
Mail to City of Newport Be> City Hall 3300 Newport Blvd. Newport Beach, Calif. 608 _. boox 9279 ?Acr 847 NOTICE OF COMPLETION PUI3 WORKS FREE - a (RECORDED AT REQUEST OF II CRY OF NEWPORT BEACH IN OFFICIAL RECORDS OF ORANGE COUNTY, CALIF. To All Laborers and Material Men and to Every Other Person Interested; YOU WILL PLEASE TAKE NOTICE that on April 20, 1970 the Public Works project consisting of Pacific Coast Highway Wider. Road C -1105 on which Patco Construction was the contractor, and Insurance Company of North America was the surety, was completed.. I, the undersigned, say: 1 1970 PACcrder CITY F NEWPORT BEACH A55r, Public Works Director VERIFICATION A53i'SrANT I am the.Public Works Director of the City of Newport Beach; the foregoing Notice of Completion is true of my own knowledge. I declare under penalty of perjury that the foregoing is true and correct. Executed on April 29, 1970 at Newport Beach, California. VERIFICATION OF CITY CLERK I, the undersigned, say: I am the City Clerk of the City of Newport Beach; the City Council of said City on April 27 - 1Q7f) accepted the above described work as completed and ordered that a Notice of Completion be filed. I declare under penalty of perjury that the foregoing is true and correct. Executed on April 29, 1970 at Newport Beach, California, 1 -:y Patao Canstrnction: Co. $ot Jaamisr , E Caroni de} Mar; 'Calitoraia ` SUBJBCTt Insurance Company of North America Saudi Not .i M 59 -96 -71 Clatractor s Palan Construction Project s Pacific C"" iiidbvmy WiMaisf' F: a} Jamboree Read; Contract Na, s ties . F Tba, City cowman soy Agra 276 1970 accepted the oraii of. subject project and antborised the City. Clerk to we a Not-09 of Completion wd'to roloase tha' bonds 3s days after the NOWW M °Cssiglslien. had bass filed. Node* at Completion wan Alad Wah tbs Oratgi 40�ly..Aecorder :a► Msy i, 19901, (s Book 9319: Pajo' 107. Tko bsn+ls may ba ralaased 33 days after this daft. I.wsa layiea City Clark ww. �ftil�w WmAe� TL�lf/lR1M� CITY OF NEWPORT BEACH CALIFORNIA Date: April 29, 1970 Mr. J. Wylie Carlyle County Recorder P. 0. Box 238 Santa Ana, California 92702 Dear Mr. Carlyle: Attached for.recordation is Notice of Completion of Public Works project consisting of Pacific Coast Highway Widening at Jamboree Road Contract No. 1105 City Hall 3300 W. Newport Blvd Area Code 714 673 -2110 on which Patco Construction was the Contractor and Ineurance Company of North America was the surety. Please record and return to us. Very truly yours, Laura Lagios City Clerk City of Newport Beach LL:ab Encl. NOTICE OF COMPLETION PUBLIC WORKS To All Laborers and Material Men and to Every Other Person Interested: YOU WILL PLEASE TAKE NOTICE that on April Z0, 1970 the Public Works project consisting of Pacific Coast Highway Widening at Jamboree Road C -UOS on which Patco Construc was the contractor, and Insul was the surety, was completed. CITY O NEWPORT BEACH 075yr Piidlic orks Director VERIFICATION I, the undersigned, say: �i55tsryur I am the Public Works Director of the City of Newport Beach; the foregoing Notice of Completion is true of my own knowledge. I declare under penalty of perjury that the foregoing is true and correct. Executed on April 29, 1970 at Newport Beach, California. VERIFICATION OF CITY CLERK I, the undersigned, say: I am the City Clerk of the City of Newport Beach; the City Council of said City on April 27, 1970 accepted the above described work as completed and ordered that a Notice of Completion be filed. I declare under penalty of perjury that the foregoing is true and correct. Executed on April 29, 1970 at Newport Beach, California. VENDOR QUANTi TY ..- 3JJu -v;iZ 0-14 OF NEWPORT BEAA 3300 NEWPORT BOULEVARD NEWPORT BEACH, CALIFORNIA 92660 PHONE: (714) 673.2110 -'co LO ^StrJCiiOn Co. 4. rona U" ilar, Calif. DESCRIPTION OF ARTICLES OR SERVICES REQUIRED ac Pico st l;idening at Jamboree °:Oad. f ^s pur contract Tais is rG irl, sec PQ '62, 3072 for 9,250.25 Cc;i�ract C1105 _solution 712 IMPORTANT 9,LJ0.25 Show as a separate item any retail sales tax, use tax or Federal tax applicable to this purchase. This order subject to California sales tax. All allowable transportation charges must be prepaid and shown as a separate item on the invoice. Do not include Federal transportation tax. DEPARTMENT COPY P° 3O ` r I THIS ORDER NUMBER MIIRT APPEAR a" ALL INVOICES, SNIP - PINO NOTICES, BILLS OF LAD- ING, EXPRESS RECEIPTS AND PACKArsS. DELIVERY TICKETS SMALL IN- CLUDE UNIT PRICE. DATE t1ar. 24, 1970 DEPARTMENT City COUnCil UNIT PRICE TOTAL i CITY OF NEWPORT BEACH D. W. MEANS PURCHASING AGENT CX A OF NEWPORT BEA(A 3300 NEWPORT BOULEVARD NEWPORT BEACH, CALIFORNIA 92660 PHONE: (714) 673-2110 VENDOR L JasF'4 fle C.—Ona L: l il'or. Calif. QUANTITY I DESCRIPTION OF ARTICLES OR SERVICES REQUIRED Pacific Coast widening at Jam.boree Road .^.s rcP coirtract .-OR CITY is ?J 4`2, see PO #1, 30774, for 9,250.25 ;'-_15oiution 7142 7: c-7 �, ijV VOICE IN L)Uf1,_K;A i-r_ THIS ORDER NUNeER MmIt APPEAR ON ALL INVOICES, SNIP- PING NOTICES. BILLS Or LXU. INS, EXPRESS RECEIPTS AND PACKAGES. DELIVERY TICKETS SHALL IN- CLUDE UNIT PRICE. DATE Mar. 24, '1',"70 DEPARTMENT City COLI-Cil UNIT PRICE TOTAL 9,250.25 IMPORTANT CITY OF NEWPORT BEACH J'Z�c Show as a separate item any retail sales tax, use tax or Federal tax applicable to this purchase. This order subject to C.lilor.ia sales tax. All allowable transportation charges must be prepaid D. W. MEANS and shown as . separate item on the invoice. Do not PURCHASING AGENT include Federal transportation tax. DEPARTMENT COPY 502 JASMINE CORONA DEAR CALIFORNIA 92625 March 20, 1970 City of Newport Beach Office of the City Clerk 3300 West Newport Blvd. Newport Beach, California l -i t-, Re: Contract C -1105, Pacific Coast & Jamboree Gentlemen: This is to advise that Patco Construction has been granted a supplemental contractor license in the classification SC -32 for Highway Improvements and Parking Lot Improvements, effective immediately. This is a more comprehensive license than the C -12 under which we applied for the above awarded con- tract. We felt that this letter should be made a part of the original contract file through your office and Is being forwarded for this purpose. Our original license No. 256556 remains the same and covers both above - mentioned types of work. Copy of this letter is also being sent to the public works department for their files. Very truly yours, PAT 0 CONSTRUCTION Patric�iaa�Mob , er PM/h cc: Public Works Dept �YFjzpPgry Op,��O+t► CITY OF NEWPORT BEACH Date Much 20 1270 TO: Public Works Department FROM- City Clerk SUBJECT: Contract No. C'1106 Project PamMe Cant WidonbW at Jambom Awd Attached are 2 executed copies of subject contract for your files and for transi-nittal to the contractor, Contractor: fttao omwtructim CD. Address: 502 Joni=$ Cl dal Mw Amount: $ $190500 .50 Effective Date: Mutt 189 1970 Resolution No. R*7142 adopted on 2—"-70 LL:dg Att. cc: Finance Department 55 FROM: Public Works Department SUBJECT: PACIFICCOAST I OHWff-W�-PEP iATJAMBOREE ROAD, C -1105 Attached are three sets o n tract documents and insurance certificates for the sublact project. These documents have been reviewed and approved, as noted, by the City Attorney's office, When all documents have been executed by the Mayor and your office; please retain your copy and the insurance certificates and return the contractor's and Public Work's copies to me. Don L. Webb Project Engineer DLW /ldg Att. � .ors+.". ygi,S9Y.i .x� :mr?u'c•- ..i... i i P March 12 1970 y TO: CITY CLE FROM: Public Works Department SUBJECT: PACIFICCOAST I OHWff-W�-PEP iATJAMBOREE ROAD, C -1105 Attached are three sets o n tract documents and insurance certificates for the sublact project. These documents have been reviewed and approved, as noted, by the City Attorney's office, When all documents have been executed by the Mayor and your office; please retain your copy and the insurance certificates and return the contractor's and Public Work's copies to me. Don L. Webb Project Engineer DLW /ldg Att. � .ors+.". ygi,S9Y.i .x� :mr?u'c•- ..i... i CERTIFICATE OF INSURANCE { �,JEif i�C/ /`WV � VAN GENERAL BUILDINGS, PHILADELPHIA, PA. 19105 POTOMAC GENERAL ACCIDENT THE CAMDEN FIRE PENNSYLVANIA ❑ GENERAL FI & LIF SURANCE INSURANCE ASSOCIATION NSURANC INSURANCE COMPANY CORPORATION, This is to certify to: CITY OF NEWPORT BEACH 3300 W. NEWPORT BEACH BLVD. Address NEWPORT BEACH, CALIFORNIA that the company indicated above by the letter X has issued the following described policies: Name of Insured PATCO CONSTRUCTION 502 JASMINE Address CORONA DEL MAR, CALIFORNIA POLICY NUMBER KIND OF INSURANCE LIMITS EFFECTIVE DATE EXPIRATION DATE* U 420814 * Workmen's Compensation 5/1/69 5/1/70 and Employers' Liability • Public Liability Each Person Each Occurrence Aggregate Bodily Injury $ 2000, $ 1000, $ 000. Property Damage x x x x $ 1000 $ 1000. • Automobile Liability Bodily Injury $ 1000, $ X000. x x x x Property Damage x x x x $ 000, x x x x Form Amount Burglary $ • Plate Glass * Absence of an entry in these spaces means that insurance is not afforded with respect to the coverages opposite thereto. ** Policy is effective and expires at 12:01 A.M., standard time at the address of the named insured as stated herein. Description of Operations Covered: PACIFIC COAST HIGHWAY WIDENING AT JAMBOREE ROAD. IN THE EVENT OF CANCELLATION, OR REDUCTION, OF ANY OF THE POLICIES SPECIFICE HEREIN, THE INSURER AGREES TO GIVE TEN (10) DAYSS PRIOR WRITTEN NOTICE TO THE PARTY AT WHOSE REQUEST THIS CERTIFICATE IS ISSUED. vV \. 0 This Certificate of Insurance neither affirmatively nor negatively amends, extends or alters the coverage afforded y he policy orpolicies described herein,andis issued subject to the exclusions, conditions and other terms of the insurance afforded under the policy or policies hereinbefore mentioned. Issued at L �, CALIF- Date �l0 /70 aL 50. CALIF. BR., CALIF. ERIC MOORE Authorized Agent r vnra a -.r +x nhc v. ar es It SUM T,. Y -Y 7 .ENDOR ENT AVE .OF THE COMPANY = NOT VALID UNLESS SAIT'BY A DULY AUTRORIZED REPRESE se L.A., CALIF. (Standard Time as staked in Policy) GLA 38- 562 -7M PATCO CONSTRUCTION COMPANY' by GENERAL ACCIDENT FIRE AND LIFE ASSURANCE CORPORATION, LIMITED, or THE CAMDEN FIRE INSURANCE ASSOCIATION, or POTOMAC INSURANCE COMPANY; or PENNSYLVANIA GENERAL INSURANCE COMPANY as the interest of any such company shall: appear in the policy. (The kkne.H.n royided (or9&ore ii neubed to &e stated only when this endormment is issued for attachment to the Wlq sob,".ent to its e(kdire date) IN CONSIDERATION OF AN.ADDITIONAC%00IUM.OF $11.000 IT IS AGREED THAT WITH RESPECT TO SUCH INSURANCE AS IS AFFORDED BY THE POLICY UNDER COVERAGE C- BODILY INJURY LIABILITY - AUTOMOBILE, COVERAGE A .BODILY INJURY LIABILITY - EXCEPT AUTOMOBILE, COVERAGE D - PROPERTY DAMAGE IABILITY- AUTOMOBILE AND COVERAGE B - PROPERTY DAMAGE LIABILITY- EXCEPT AUTOMOBILE. 1. THE UNQUALIFIED WORD "IWIRED" WHEREVER USED IN THE POLICY ALSO INCLUDES THE CITY OF NEWW BEACH, CALIFORNIA, BUT ONLY AS RESPECTS OPERATIONS PERFORMED BY OUR 0SURED FOR THE CITY OF NEWPORT BEACH, CALIFORNIA. 2. THE INCLUSION OF THIS ADDITIONAL INSURED SHALL NOT OPERATE TO INCREASE THE LIMITS OF THE COMPANYIS LIABILITY. IT IS ALSO UNDERSTOOD AND AGREED THAT THE POLICY TO WHICH THIS ENDORSEMENT REFERS TO MAY NOT BE CANCELLED,. MATERIALLY CHANGED,.NOR THE POLICY ALLOWED TO LAPSE UNTIL (10) TEN DAYS AFTER RECEIPT BY THE CITY CLERK OF THE CITY OF NEWPORT BEACH, CITY HALL, NEWPORT BEACH, CALIFORNIA, OF A REGISTERED WRITTEN NOTICE OF CANCELLATION OR REDUCTION IN COVERAGE. AfAiZ. _D This endorsement is subject to all the agreements, conditions and exclusions of the policy unless such agree- ments, conditions and exclusions are expressly modified or expressly eliminated hereby. 1 SO CALIF BR, ERIC MOORE & ASSOC. FORM G- 1881 -8 REV. 9 -66 Authorized Repreo6utative #16 AML Am INSURANCE �CERTIFICATE _OFf J�����,[ r;JE �%ilnl/�GGf/ ei <M�CGLIGY//C� el%YfWTI1 GENERAL BUILDINGS, PHILADELPHIA, PA. 191005 ENERAL ACCIDENT THE CAMDEN SSOCIATION ❑INSURANCE COMPANY ❑ INSURANCE COMPANY AL ® CORPORATION, A LIMITED E ❑ INSURANCE AFIRE This is to certify to: CITY_ RF N MIrr SUCH 1380 W- NEWPORT 1UCH Address NORM. CA, LIFORNIA that the company indicated above by the letter X has issued the following described policies: Name of Insured PAM CONSTRUCTION 502 JARNINB Address CORONA OEL MARE CALIFORNIA POLICY NUMBER KIND OF INSURANCE LIMITS EFFECTIVE DATE EXPIRATION DATE` • Workmen's Compensation and Employers' Liability • Public Liability Each Person Each Occurrence Aggregate GA )8.$62 -78 Bodily Injury $ 250,000. $ 50 00. $ 5450oo. 5/1/69 5/1/70 Property Damage x x x x $ IWOO. $ 104,000. • Automobile Liability GLA 38- 562 -78 Bodily Injury $ 240,000. $ 540;000. x x x x 5/1/69 5/1/70 Property Damage x x x x $ 1 000, x x x x • Form Amount Burglary $ Plate Glass • Absence of an entry in these spaces means that insurance is not afforded with respect to the coverages opposite thereto. •` Policy is effective and expires at 12:01 A.M„ standard time at the address of the named insured as stated herein. Description of Operations Covered: PACIFIC COAST HIGHWAY W111NING AT JANSCAU ROAD• IT IS WI DENSTWD AND AGREED THAT THE POLICY TO WHICH THIS CENTIFICATE REFERS TO NAT NOT It CANCELLED. MATERIALLY CIM 86 NOR THE POLICY MIND 10 LAP61 WTIL (10) TIN DAYS AFTER'RECEIPT BY THE CITY CLENK OF THE CITY OF IIEWPORT 1EACH6 CITY HALL, NEWPORT 89AMo CALIFORNIA6 OF A NEDISTEREI NRITTiN NOTICE OF CANCELLATION ON REDUCTION IN COYERAGEII APPROVED AS TO FORM DPtC:-?: Mar. q,lf7o k CITY ATTORNEY 1--� /� By. l. LI. : 43i; � This Certificate of Insurance neither affirmatively nor negatively amends, extends or alters the coverage afforded by the policy orpolicies described heroin, and is issued subject to the exclusions, conditions and other terms of the insurance offorded under the policy or policies hereinbefore mentioned. Issued at Date - i0• CALM Net ERIC MODE i ASSOC• 7US0604 C Authorized Agent FORM 6-4142 REV, 8160 0 PACIFIC COAST HIGHWAY'WIDENING AT JAMBOREE ROAD CONTRACT NO. C1105 PROPOSAL To the City Council City of Newport Beach 3300 west Newport Boulevard Newport Beach, California 92660 Gentlemen: The undersigned declares that he has carefully examined the location of the work, has read the Notice Inviting Bids, has examined the Plans and Special Provisions, and hereby proposes to furnish all materials and do all the work required to complete Contract No. C1105 in accordance with the Plans and Specifications, and will take in full payment therefor the following unit prices for each item complete in place, to wit: 1.. Lump Sum °. Clearing and Grubbing @ Three Thousand Twenty SixD011ars and Cents Lump Sum $ $ M. f] - 2. 1,200 Tons Aggregate Base .:.. >= @ Three Dollars and Eighty -six Cents $ 3.86 $ 4632.00 Per Ton 3. 350 Tons Asphalt Concrete Type B @_ Nine Dollars and Sixty -seven Cents 9.67 3384.50 Total'" Item Quantity Item Description Unit No. and Unit Unit Price Written in Words Price Price 1.. Lump Sum °. Clearing and Grubbing @ Three Thousand Twenty SixD011ars and Cents Lump Sum $ $ M. f] - 2. 1,200 Tons Aggregate Base .:.. >= @ Three Dollars and Eighty -six Cents $ 3.86 $ 4632.00 Per Ton 3. 350 Tons Asphalt Concrete Type B @_ Nine Dollars and Sixty -seven Cents 9.67 3384.50 v Proposail ox j Item Quantity Item Description Unit Total No. and Unit Unit Price Written in Words Price Price 4. Lump Sum Construct Traffic Island @ Three Hundred Fifty — Dollar ' s and Cents Lump Sum $ L.S. $ 350.00 5. 2 Ea. Adjust Frame and Cover to Grade @ One Hundred Fifty Dollars and Cents $ 150.00 $ 300.00 Each 6: 2 Ea. Adjust Gate Valve Cover & Riser to Grade @ Fifty dollars Dollars and Cents Each $ 50_n0 $ inn-no 7. .2,50.0 L.F. Remove Existing Painted Traffic Striping @ Dollars and Ten cents Cents $ .10 $ 250.00 Per Lineal Foot 8... 440 L.F. Remove Existing Thermo- Plastic Traffic Striping @ Dollars and Twenty Cents i- -- Cents Per Lineal Foot $ .20 $ 88.00 9. 17 Ea. Remove Existing Thermo - Plastic Traffic Letters @ Ten dollars Dollars and Cents Each $ 10.00 $ 170.00 10. Lump Sum Modify, Relocate Existing Traffic @ Six thousand Two hundred dolls Lump Sum and Improve Signal System Dollars and re Cents $ L.S. $ 6,200.00 - - . i TOTAL PRICE WRITTEN IN WORDS TOTAL Eighteen thousand five hundred Dollars and fifty cents Cents 18,500.50 Patco Construction bUZ Jasmine Corona del Mar 549-0017 Page 2 ALL BIDS ARE TO BE COMPUTED ON THE BASIS OF THE GIVEN ESTIMATED QUANTITIES OF WORK AS INDICATED IN THIS PROPOSALS TIMES THE UNIT PRICE AS SUBMITTED BY THE B- IDDER. IN CASE OF A DISCREPANCY BETWEEN WORDS AND FIGURESS THE WORDS SHALL PREVAIL. IN CASE OF AN ERROR IN THE EXTENSION OF A UNIT PRICED THE-CORRECTED EXTENSION. SHALL BE CALCULATED AND THE BIDS WILL BE COMPUTED AS INDICATED ABOVE AND COMPARED ON THE BASIS OP THE,CORRECTED TOTALS. THE ESTIMATED QUANTITIES OF WORK INDICATED IN THIS PROPOSAL ARE APPROXIMATE ONLYS BEING GIVEN SOLELY AS A BASIS FOR COMPARISON OF BIDS. THE UNDERSIGNED HAS CHECKED CAREFULLY ALL OF THE ABOVE FIGURES AND UNDERSTANDS THAT THE CITY WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS ON THE PART OF THE UNDERSIGNED IN MAKING UP THIS BID. -. THE UNDERSIGNED AGREES THAT IN CASE OF DEFAULT IN EXECUTING THE REQUIRED CONTRACT WITH NECESSARY BONDS WITHIN TEN (10) DAYSO.NOT INCLUDING SUNOAYO AFTER HAVING RECEIVED NOTICE THAT THE CONTRACT IS READY FOR SIGNATURES THE PROCEEDS OF CHECK OR BOND ACCOMPANY- ING TH13- BID SHALL BECOME THE PROPERTY OF THE CITY OF NEVPORT BEACH. LICENSED IN ACCORDANCE WITH THE STATUTES OF THE STATE OF CALIFORNIA' PROVIDING FOR *THE REGISTRATION OF CONTRACTORS LICENSE N0. 256556 CLASSIF,CATION C -12 ACCOMPANYING T1413 PROPOSAL IS Bid Bond CASH CERTIFIED CHECKS CASHIER'S CHECK OR BOND IN AN AMOUNT NOT LESS THAN 10 PERCENT OF THE TOTAL BID PRICE. ' THE UNDERSIGNED 18 AWARE OF THE PROVISIONS OF SECTION 3700 OF THE LABOR CODE WHICH .REQUIRE EVERY EMPLOYER TO BE INSURED AGAINST LIABILITY FOR VORKMEN'S COMPENSATION OR TO .UNDERTAKE SELF - INSURANCE IN ACCORDANCE WITH THE PROVISIONS OF THAT CODE] AMC AGREE& TO COMPLY WITH SUCH PROVISIONS BEFORE COMNENCINO THE PERFORMANCE OF THE WORK OF THIS CONTRACT• 549 -0017 PATCO CONSTRUCTION PHONE NUMBER IDDER'S NAME (SEAL) Feb. 17, 1970 DATE (502 Jasmine, CDM 92625) _[s/ Frank H. Mobus AUTNOR'IZED IONATURE /s/ Patricia M. Mobus _ AUTHORIZED SIGNATURE Co- partnership TYPE OF ORGANIZATION (I''MOIVIOUAL.. CORPORATIONS CO- PARTNERSHIP) LIST BELOW NAMES OF PRESIDENTS SECRETARYp TREASURER AND MANAGER IF A CORPORATION AND NAMES OF ALL CO- PARTNERS IF A COi-PARTNERSHIPS Frank H. Mobus Patricia M. Mobus 0 PASt' 3 DESIGNATION OF SUB - CONTRACTORS THE UNDERSIGNED CERTIFIES THAT HE HAS USED THE SUB -BIDS OF THE FOLLOWING LISTED CONTRACTORS IN MAKING UP MIS BID.AND TNAT THE SUB - CONTRACTORS LISTED WILL BE USED FOR THE WORK FOR WHICH 'THEY BID, SUBJECT TO THE APPROVAL OF THE CITY ENGINEER, AND IN ACCOR.DANCE.MITN THE APPLICABLE PROVISIONS OF THE SPECIFICATIONS. NO CHANGE MAY BE MADE IN THESE SUB - CONTRACTORS EXCEPT UPON THE PRIOR APPROVAL OF THE ENGINEER. ITEM OF WORK SUB - CONTRACTOR I. Item 10 - Smith Electric Supply, 10792 Knott. Stanton 90680 2. 3• ADDRESS 4. 5• 6. ` "FOR ORIGINAL, SEE CIAERK'S FILE Copy,., BIDDER'S eOND TO ACCOMPANY PROPOSAL KNOW ALL MEN BY THESE PRESENTS, PAW 4 THAT WE, PATCO CONSTRUCTION , AS PRINCIPAL, AND INSURANCE COMPANY OF NORTH AMERICA , AS SURETY, ARE HELD AND FIRML,YOWND UNTO THE CITY OF NEWPORT BEACH, CALIFORNIA, IN THE SUM of Three Thousand and No/100 -------- DOLLARS 3,000.00 ), LAWFUL MONEY OF THE UNITED STATES FOR THE PAYMENT OF WHICH SUM WELL AND TRULY TO BE MADE, WE BIND fURSELVEB, JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENTS. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH, THAT IF THE PROPOSAL OF THE ABOVE BOUNDEN PRINCIPAL. FOR THE CONSTRUCTION OF Pacific Coast Highway Widening at Jamboree Road - Contract #C -1105 IN THE CITY OF NEWPORT BEACH, IS ACCEPTED BY "7ME -CITY COUNCIL OK SAID CIYYj AND I.F THE ABOVE BOUNDEN: PRINCIPAL SHALL DULY ENTER INTO AND EXECUTE A CONTRACT FOR SUCH CONSTRUC- TION AND SHALL EXECUTE AND DELIVER THE TVO (Z) BONDS DESCRIBED IN THE "NOTICE INVITING BIDS" WITHIN TEN (I)) DAYS (NOT INCLUD1111IM: SATURDAY AND SUNDAY). .FRO?f- -.'4HE DATE OF THE MAII:d1t%; OF A NOTICE TO THE ABOVE BOUNDEN PR INC OPAL. BY, AND FROM SA 10 CITY OF NEWPORT BEACH THAT SAID CONTRACT IS READY FOR EXECUTION., TMEN.TH:IS OBLI.GAT'ION SHALL BECOME NULL AND VOID; OTHERWISE IT BE AND REMAIN 114 FULL FORCE AND EFFECT, AND.THE AMOUNT SPECIFIED HEREI44.914ALL BE FORFEITED TO THE SAID CITY, IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED.EXECUTED THIS BOND AS AN INDIVIDUAL, IT IS AGREED THAT THE DEATH OF ANY SUCH PRINCIPAL SHALL NOT.EXONERATE THE SURETY FROM' ITS OBLIGATIONS UNDER THIS BOND. IN WITNESS WHEREOF, WE HEREUNTO SET SUN HANDS AND SEALS THIS 17th DAY OF February 1914_. CORPORATE SEAL (IF CORPORATION.) PATCO CONSTRUCTION PRINCIPAL (ATTACH ACKNOWLEDGEMENT OF /s/.Patricia M. Mobus ATTORNEY IN FACT) Co- partner. PAGE 5 LABOR AND MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS, THAT WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORMIAp BY MOTION ADOPTED HAS AWARDED TO PATCO CONSTRUCTION HEREINAFTER DESIGNATED AS THE "PRINCIPAL", A CONTRACT FOR PACIFIC COAST HIGHWAY WIDENING AT JAMBOREE ROAD - .CONTRACT #C -1105 IN THE CITY OF NEWPORT BEACH +S IN STRICT CONFORMITY WITH THE DRAMdNGS.AND SPECIFI- CATIONS AND OTHER CONTRACT DOCUMENTS ON FILE IN THE OFFICE OF THE CITY CLERK- WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND, THE TERMS THEREOF REQUIRE THE FURNISHING OF A BOND WITH SAID CONTRACT, ".PROVIDING THAT IF SAID PRINCIPAL OR ANY OF HIS OR ITS SU8CONTRACTOR3,*3MALL FAIL TO PAY FOR ANY MATERIALS, PROVISIONS, PROVENDER, OR OTHER SUPPLIES OR TEAMS USED IN, UPON.,, FOR, OR ABOUT THE PERFORMANCE OF THE WORK AGREED TO BE DOMES OR.FOR_ANY WORK OR LABOR DONE THEREON OF ANY KINDS THE SURETY ON 11113 SOND WILL 'PAY THE SAN E- TO'TME EATERY HEREINAFTER SET FORTH / NOW, THEREFORE, WE aTC!) 0/ 0n _`l _rr' u c 7 1 (-))11 AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE CONTRACTOR AND INSURANCE COMPANY OF NORTH AMERICA ASI SURETY, ARE HELD FIRMLY B1OUN�D'' UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF IY1rlti IY)txtsrn,� _ , �c� hhm�YfA_ fi FTy� . t[_ aSM DOLLARS SAID SUM BEING ONE -HALF OF THE ESTIMATED AMOUNT PAYABLE BY THE CITY OF NEWPORT BEACH UNDER THE TERMS OF THE CONTRACT, FOR WHICH PAYMENT WELL AND TRULY TO BE MADE WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND ADMINISTRATORSS SUCCESSORS OR ASSIGNSp JOINTLY AND SEVERALLY, FIRMLY'BY THESE PRESENTS* THE CONDITION OF THIS OBLIGATION IS SUCHp THAT Jr THE PERSON OR HIS SUBCON- TRACTORS, FAIL TO PAY FOR ANY MATERIALS, PROVISIONS) PROVENDER, OR OTHER SUPPLIES') OR TEAMS, USED IN, UPON, FOR, OR ABOUT THE PERFORMANCE OF T11E WORK CONTRACTED TO BE DONE, OR FOR ANY OTHER WORK OR LABOR THEREON OF ANY KINDS OR FOR AMOUNTS DUE UNDER THE UNEMPLOYMENT INSURANCE CODE WITH RESPECT TO SUCH WORK OR LABOR, THAT THE SURETY OR SURETIES WILL PAY FOR THE SAME, IN AN.AMOUNT "Of EXCEEDING THE SUM SPECI- FIED IN THE BOND, AND ALSO, IN CASE SUIT IS BROUGHT UPON TNE,BONDy.A REASONABLE ATTORNEYS FEES TO BE FIXED BY THE COURTS AS REQUIRED BY.TME•PROV131003 OF 'SECTION 4204 OF THE GOVERNMENT CODE OF THE STATE bF CAILIPORNIA. r y PAGE 6 (LABOR AND MATERIAL BOND - CONTINUED) THIS BOND SHALL INURE TO THE BENEFIT OF ANY AND ALL PERSONS COMPANIES AND CORPOR- ATION ENTITLED TO FILE CLAIMS UNDER SECTION 1192.1 OF THE CODE OF CIVIL PROCEDURE SO AS TO GIVE A RIGHT OF ACTION TO THEM OR THEIR ASSIGNS IN ANY SUIT BROUGHT UPON THIS BONDS AS REQUIRED BY THE PROVISIONS OF SECTION 4205 OF THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA. AND THE SAID SURETY, FOR VALUE RECEIVEDj HEREBY STIPULATES AND AGREES THAT NO CHANGE EXTENSION OF TIMES ALTERATIONS OR ADDITIONS TO THE TERMS OF THE CONTRACT OR TO THE WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS ACCOMPANYING THE SAME SHALL IN ANY WISE AFFECT ITS OBLIGATIONS ON THIS BONDS AND IT DOES HEREBY WAIVE NOTICE OF ANY SUCH CHANGES EXTENSION OF TIMES ALTERATIONS OR ADDITIONS TONNE TERMS OF THE CONTRACTOR OR TO THE WORK OR TO THE:SPECIFICATIONS. IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIB BOND AS AN INDIVIDUALS IT IS AGREED THAT THE DEATH OF ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM ITS OBLIGATIONS UNDER THIS BOND. IN WITNESS WFEREOFS THIS INSTRUNE T HAS BEEN DULY EXECQ'EED By THE PRINCI AL AND SURETY ABOVE NANEDA ON THE ��F DAY OF 1►IrlrA . Awi PfHTcO C0I1VS7_9UGT 10.V (SEAL) 2-d_x�. -47V (SEAL) SEAL) CONTRACTOR C4.,- �9,@rNB2 INSURANCE COMPANY OF NORTH AMERICA (SEAL) ERIC MOORE - Attorney- in -Fact (SEAL) SURETY APPROVED AS�TO FORM: CITY ATTORNEY THIS BOND WAS APPROVED BY THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH BY MOTION ON i DATE ATTESTt CITY tLCNK . -s.. STATE OF CALIFORNIA COUNTY OF ORANGE SS. iiiovevuvvauubvevovvnvveuvuovv (.JANE STOKES So NOTARY PUBLIC- CALIFORNIA R PRINCIPAL OFFICE IN w ORANGE COUNTY n b My Co mission Expires June 27, 1973 v On this Ird day of March in the year 1970 before me I janp Gtnkes a Notary Public in and for the STATE OF CALIFORNIA personally appeared Eric Moore known to me to be the person whose name is subscribed to the within instru- ment as the Attorney -in -Fact of the INSURANCE COMPANY OF NORTH AMERICA, and acknowledged to me that he subscribed the name of the INSURANCE COMPANY OF NORTH AMERICA thereto as surety and his own name as Attorney -in- Fact. A Notary Public in fo the State of California ed In U.S.A. - — PAGE 7 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTSp THAT s WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA BY MOTION ADOPTED _ February 24, 1970 HAS AWARDED TO PATCO CONSTRUCTION HEREINAFTER DESIGNATED AS THE "PRINCIPAL "' A CONTRACT FOR PACIFIC COAST HIGHWAY WIDENING AT JAMBOREE ROAD - CONTRACT #C -1105 IN THE CITY OF NEWPORT BEACH., IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFI- CATIONSAND OTHER CONTRACT DOCUMENTS NOW ON FILE IN THE OFFICE OF THE CITY CLERK OF THE CITY OF NEWPORT BEACH. WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF REQUIRE THE FURNISHING A BOND FOR THE FAITHFUL PERFORMANCE OF SAID CONTRACT; n NOWT THEREFOREs WEB A'T'rn (fnsT ✓uc Invl AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE °CONTRACTORns AND INSURANCE COMPANY OF NORTH AMERICA ApS� SURETY, ARE HELD AND FIRMLY �BOUND UNTO THE CITY OF NEWPORT BEACH 1'N THE SUM OF IVI Thr, iciaviil ~ 1i110 LAL I'�F '�1 '�Oi ' "DOLLARS (Q, 2i ), SAID SUM BEING EQUAL TO 50%. OF THE ESTIMATED AMOUNT OF THE CONTRACTS TO BE PA10 TO THE SAID CITY OR ITS CERTAIN ATTORNEYS ITS SUCCE33ORSp AND ASSIGNS; FOR WHICH PAY- MENT, WELL AND TRULY TO BE MADE2 WE BIND OURSELVES OUR HEIRSO EXECUTORS AND AD -. MINISTRATOR30 SUCCESSORS OR ASSIGNSp JOINTLY AND.SEVERALL.YO FIRMLY BE THESE PRE- SENTS. THE CONDITION OF THIS OBLIGATION IS SUCH$ THAT IF THE ABOVE BOUNDEN PRINCIPALp HIS OR ITS HEIRSS EXECUTORS2 ADMINISTRATORS SUCCESSORS OR ASSIGNSi SHALL IN ALL THINGS STAND TO AND ABIDE BYI AND WELL AND TRULY KEEP AND PERFORM THE tOVEMAN7Sj CONDITIONS AND AGREEMENTS IN THE SAID CONTRACT AND ANY ALTERATION THEREOF MADE "AS -THEREIN PRO- VIDED ON HIS OR THEIR PARTO TO BE KEPT AND PERFORMED AT THE TIME AND IN THE MANNER THEREIN SPEEIFIEDj, AND IN ALL RESPECTS ACCORDING TO THEIR TRUE INTENT,,AND_MEANINGS AND SHALL INDEMNIFY AND SAVE HARMLESS THE CITY OF NEWPORT BEACH ITS'OFFICERS AND AGENTSS AS THEREIN STIPULATED$ THEN'THIS OBLIGATION SHALL BECOME NULL AND VOID; OTHERWISE IT SHALL REMAIN IN FULL-FORCE AND VIRTUE. 1' (1\. PAGE 8 (PERFORMANCE BOND - CONTINUED) , AND SAID SURETY, FOR VALUE RECEIVEO).HEREBY STIPULATES AND AGREES THAT NO CHANGES EXTENSION OF TIMES ALTERATION OR ADDITION TO THE TERMS OF THE CONTRACT OR TO THE WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS ACCOMPANYING THE SAME SMALL IN ANY WISE AFFECT ITS OBLIGATIONS ON THIS BONDS ANO IT DOES HEREBY WAIVE NOTICE OF ANY CHANGE, EXTENSION OF TIMES ALTERATION OR ADDITION TO THE TERMS OF THE CON! TRACT OR TO THE WORK OR TO THE SPECIFICATIONS. IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN INDIVIDUAL IT 13 AGREED THAT THE DEATH ON ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM ITS OBLIGATIONS UNDER THIS BOND. IN WITNESS WHEREOFS THIS INSTRUME T HAS BEEN DULY EXECUJEO By THE PRINC PAL AND SURETY ABOVE NAMED, ON THE 3Q DAY OF I Y11X'Cll . Iz.�. APPROVED AS TO FORMS 22!- - CITY ATTORNEY pA-7_e0 C01V_S7- &UG7'70N (SEAL) �i0f (SEAL) C�On � 2TK 62 (SEAL) COHT RACTOR Co - PA/BYlVCA2- INglIPANu mMPANV OF NORTH AMERICA(SCAL) (SEAL) ERIC torney -in R R t Fact 1 STATE OF CALIFORNIA )) ..S COUNTY OF (�RANCF. On this 3rd day of MArnh HHiieilt etstC�Hppipmvcv�3cs]aipesvatua. I. JANE STOKES p NOTARY PUBLIC - CALIFORNIA s PRINCIPAL OFFICE IN ORANCE COUNTY aMy Commission Expires June 27, 1973 P' uHHVVimivovee vvrzerae n"- n- x:;avr - - "• in the year 1q70 before me i JanP StokPC , a Notary Public in and for the STATE OF CALIFORNIA personally appeared Eric Moore known to me to be the person whose name is subscribed to the within instru- ment as the Attorney -in -Fact of the INSURANCE COMPANY OF NORTH AMERICA, and acknowledged to me that he subscribed the name of the INSURANCE COMPANY OF NORTH AMERICA thereto as surety and his own name as Attomey -in -Fact. 1 { Notary Public in amf for the State of California SO-125c Printed IalJ S A PACE 9 NON - COLLUSION AFFIDAVIT THE BIDDERS, BY ITS OFFICERS AND AGENTS OR REPRESENTATIVES PRESENT AT THE TIME Or • FILING THIS BID2 BEING DULY SWORN ON THEIR OATHS SAYS THAT NEITHER THEY NOR ANY OF THEME HAVE,IN ANY WAY2 DIRECTLY OR INDIRECTLY ENTERED INTO ANY ARRANGEMENT OR AGREEMENT WITH ANY OTHER BIDDERS OR WITH ANY PUBLIC OFFICER Of SUCH CITY OF NEWPORT BEACH WHEREBY SUCH AFFIANT OR AFFIANTS OR EITHER OR THEME HAS PAID OR 13 TO PAY TO SUCH BIDDER OR PUBLIC OFFICER ANY SUM OF MONEY$ OR HAS GIVEN OR 13 TO GIVE TO SUCH OTHER BIDDER OR PUBLIC OFFICER ANYTHING Of VALUE, WHATEVERp OR SUCH AFFIANT OR AF- R.IANTS OR EITHER OF THEM HAS NOT DIRECTLY OR INDIRECTLY ENTERED INTO ANY ARRANGE - WENT OR AGREEMENT WITH ANY OTHER BIDDER OR BIDDER50 WHICH TENDS TO OR DOES LE33EN OR DESTROY FREE COMPETITION IN THE LETTING OF THE CONTRACT SOUGHT FOR BY TME,AT- '. TACHED BIDS; THAT NO 810 HAS BEEN ACCEPTED FROM ANY SUBCONTRACTOR OR MATE'RIAL14AN THROUGH ANY BID DEPOSITORY THE BYLAWS.A RULES OR REGULATIONS• Or WHICH PROMIS,IT OR PREVENT THE CONTRACTOR FROM CONSIDERING ANY BID FROM ANY SUBCONTRACTOR OR MATERIAL - MAN WHICH IS NOT PROCESSED THROUGH SAID 1310 DEPOSITORY OR WHICH PREVENT ANY SUB - CONTRACTOR OR MATERIALMAN FROM BIDDING TO ANY CONTRACTOR WHO DOES NOT USE THE FACILITIES OF OR ACCEPT BIDS FROM OR THROUGH SUCH BID DEPOSITORY; THAT NO INDUCE- .. WENT OR ANY FORM OR CHARACTER OTHER THAN THAT WHICH APPEARS UPON:'THE FACE OF THE BID. WILL BE SUGGESTED OFFERED PAIDp OR DELIVERED TO ANY PERSON WHON30EVER TO INFLUENCE-THE ACCEPTANCE or THE SAID BID Olt AWARDING Or THE CONTR'ACTI NOR HAS THIS . BIDDER ANY AGREEMENT OR UNDERSTANDING OP ANY K.IND.WMATSOEVE'Ry'WITH ANY PERSON• WHOMSOEVER TO PAYS DELIVER TOE 'OR SHARE WITH =ANY OTHER PERSON JN.:ANY'WAY. OR.NANNEAS ANN Of THE PROCEEDS OF THE CONTRACTS SMOUGMT BY 71413 BID. PATCO CONSTRUCTION /s/ Patricia MDbus 502 Jasmine Corona del Mar 92625 SUBSCRIBED AND SWORN TO BEFORE ME BY' THIS 16th *AY or Feb. 196170_. MY COMMISSION EXPIRES: -My commission euires July 5.1973 NOTARY PUBLIC "FOR ORIGINAL•EE CITY CLERK'S FILE COPY" . Page 10 STATEMENT OF FINANCIAL RESPONSIBILITY The undersigned submits herewith a statement of his financial responsibility. ASSETS Cash 60288 Accounts Receivable 210928 Other 2,291 Total Current Fixed Assets Total Assets LIABILITIES Accounts Payable Taxes Payable Contracts Payable Current Liabilities. Long Term Contract - due after 1 year Net Worth TOTAL LIABILITIES AND CAPITAL v �. 30,507 40,061 70 13,076 3,020 1,862 17,958 3,307 49,303 70,568 PATCO CONSTRUCTION /s/ Patricia M. Mobus Signs Page 10a TECHNICAL ABILITY AND EXPERIENCE REFERENCES The undersigned submits herewith a statement of the work of similar character to that proposed herein which he has performed and successfully completed. Year Person Completed For Whom Performed (Detail) to Contact Telephone No. 1969 City of Cerritos - Bloomfield Avenue Improvements Ref; Wallace Crenshaw, Engineer - 213 -865 -5204 Contract 08- 130904, Euclid Street, Chino Ref: Stan Griffith, Res. Engr. - 714- 627 -3593 1969 California Highway Department (Sub to Smith Electric) Contract 07- 169924 - Pacific Coast Highway at Topanga Canyon Blvd. and at Bel Air Bay Club (Malibu) 213- 620 -3920 213- 749 -7246 PATCO CONSTRUCTION PAGE 11 C O N T R A C T THIS AGREEWNT, MADE AND ENTERED INTO THIS 1x DAY OF Ad40'e , 19#)70, BY AND BETWEEN THE CITY OF NEWPORT BEACH, CALIFORNIA, HEREINAFTER DESIGNATED AS THE CITY, PARTY OF THE FIRST PART, AND PATCO CONSTRUCTION HEREINAFTER DESIGNATED AS THE CONTRACTOR, PARTY OF THE SECOND PART. WITNESSEITH: THAT THE PARTIES HERETO DO MUTUALLY AGREE AS FOLLOWS; 1. FOR AND IN CONSIDERATION OF THE PAYMENTS AND AGREEMENTS HEREINAFTER MENTIONED TO BE MADE AND PERFORMED BY THE CITY, THE CONTRACTOR AGREES WITH THE CITY TO FURNISH ALL MATERIALS AND LABOR FOR THE CONSTRUCTION OF PACIFIC COAST HIGHWAY WIDENING AT JAMBOREE ROAD (C -1105) AND TO PERFORM AND COMPLETE IN A GOOD AND WORKMANLIKE MANNER ALL THE WORK PERTAINING THERETO SHOWN ON THE PLANS AND SPECIFICATIONS THEREFOR; TO FURNISH AT H13 OWN PROPER COST AND EXPENSE ALL TOOLS, EQUIPMENT, LABOR, AND MATERIALS NECESSARY THEREFOR, (EX- CEPT SUCH MATERIALS$ IF ANY, AS IN THE SAID SPECIFICATIONS ARE STIPULATED TO BE FUR- NISHED BY THE CITY), AND TO DO EVERYTHING REQUIRED BY.THIS.AOREEMENT AND THE SAID PLANS AND SPECIFICATIONS. Z. FOR FURNISHING ALL SAJO MATERIALS AND LABOR, TOOLS AND EQUIPMENT, AND DOING ALL THE WORK CONTEMPLATED AND EMBRACED IN THIS AGREEMENT, ALSO FOR ALL LOW AND DAMAGE ARISING OUT OF THE NATURE OF THE WORK AFORESAID, OR FROM THE ACTION OF THE ELEMENTS, OR FROM ANY UNFORESEEN DIFFICULTIES WHICH MAY ARISE OR BE ENCOUNTERED IN THE PROSECU- TION OF'THE WORK UNTIL ITS ACCEPTANCE BY THE CITY, AMC) FOR ALL RISKS OF EVERY DE- SCRIPTION CONNECTED WITH THE WORK; ALSO,, FOR ALL EXPENSES INCURRED BY OR 1N.CONSE- QUENCE OF THE SUSPENSION OR DISCONTINUANCE OF WORK, EXCEPT SUCH AS IN SAID SPECIFI- CATIONS ARE EXPRESSLY STIPULATED TO BE BORNE BY THE CITY; AND' FOR WELL AND FAITHFULLY COMPLETING THE WORK AND THE WHOLE THEREOF,.IN THE MANNER SHOWN AND DESCRIBED IN THE SAID PLANS AND SPECIFICATIONS, THE CITY WILL PAY AND THE CONTRACTOR SHALL RECEIVE IN FULL COMPENSATION THEREFORE THE LUMP SUM PRICE, OR IF THE 010 IS ON THE UNIT PRICE BASIS, THE TOTAL PRICE FOR THE SEVERAL ITEMS FURNISHED PURSUANT TO THE SPECIFICATIONS, NAMED IN THE BIDDING SHEET OF THE PROPOSAL, AS THE CASE MAY BE. 3. THE CITY HEREBY PROMISES AND AGREES WITH THE SAID CONTRACTOR TO EMPLOY, AND D OES:HEREBY EMPLOY THE SAID CONTRACTOR TO PROVIDE THE MATERIALS AND TO DO THE WORK ACCORDING TO THE TERMS AND CONDITIONS HEREIN CONTAINED AND REFERRED TO FOR THE PRICE AFORESAID, AND HEREBY CONTRACTS TO PAY THE SAME AT THE TIME, IN THE MANNER, AND UPON THE CONDITIONS SET FORTH IN THE SPECIFICATIONS; AND THE SAID PARTIES FOR THEMSELVES, THEIR HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS AND ASSIGNS, 00 HEREBY AGREE TO THE FULL PERFORMANCE OF THE COVENANTS HEREIN CONTAINED. 4. THE NOTICE TO BIDDERS, INSTRUCTIONS TO BIDDERS, CONTRACTORS PROPOSAL, AND THE PLANS AND SPECIFICATIONS, AND ALL AMENDMENTS THEREOF, WHEN APPROVED BY THE PAR- TIES HERETO, OR WHEN REQUIRED BY THE CITY IN ACCORDANCE WITH THE PROVISIONS OF THE PLANS,AND SPECIFICATIONS, ARE HEREBY INCORPORATED IN AND MADE PART OF,TNIS AGREEMENT. ..,.. _ ...... ,,. �: _,.mac. ..:.. • PAGES 12 5• PURSUANT TO THE LABOR CODE OF THE STATE OF CALIFORNIA, THE CITY COUNCIL HAS ASCERTAINED THE GENERAL PREVAILING RATES OF PER DIEM WAGES FOR EACH CRAFT OR TYPE OF WORKMAN NEEDED TO EXECUTE THE CONTRACT AND A SCHEDULE CONTAINING SUCH INFORMATION IS INCLUDED IN THE NOTICE INVITING BIDS AND IS INCORPORATED BY REFERENCE HEREIN. 6. THE CONTRACTOR SHALL ASSUME THE DEFENSE OF AND INDEMNIFY AND SAVE HARMLESS THE C ITYS THE DIRECTOR OF PUBLIC WORKS., AND THEIR OFFICERS AND EMPLOYEES, FROM ALL CLAIMS, LOSSI DAMAGE, INJURY., AND LIABILITY OF EVERY KINDS NATURE, AND DESCRIPTIONS, DIRECTLY OR INDIRECTLY ARISING FROMTHE PERFORMANCE OF THE CONTRACT OR WORK, REGARDLESS OF RESPONSI- BILITY FOR NEGLIGENCE; AND FROM ANY AND ALL CLAIMSO LOSS., DAMAGE, INJURYS AND LIABILI,TY9 HOWSOEVER THE SAME MAY BE CAUSEDO RESULTING DIRECTLY MR INDIRECTLY FROM THE NATURE OF THE WORK COVERED BY THE CONTRACTS REGARDLESS OF RESPONSIBILITY FOR NEGLIGENCE. IN WITNESS WHEREOF THE PARTIES HERETO HAVE CAUSED THIS CONTRACT TO BE EXECUTED THE DAY AND YEAR FIRST ABOVE WRITTEN. CITY �OF NEWPORT BEACH# CALIFORNIA BY= �) �Q9 x,fl�mcin>xi.\!X MAYOR ATTEST: CITY CLERK PA?'CO C0ivS7-1E'0c7710N CONTRACTOR BY:nGi%'/ A 7J� TITLE BY: 0n: TITLE APPROVED AS TO FORM: %-;p S CITY ATTORNEY z . to L FORM KWF -202 0 El V �IX City of Newport Beach 3300 W. Newport Blvd. Newport Beach, CA 92660 Attn: Mr. B. Nolan, City srA-m DP cAupo a 770 -E- 77199 MPARTAMNT OF ► AM VORO 'Na..._........ri, DMSION OF HIGHWAYS I REC,rlvf � POBLIc ro, °rrs FFr OF•Pv% NFWp �T SE �. CNIF ACy ` PERMIT Los Angeles California January 270 19 ?� J ' In compliance with your request December 15,___1969and. subject to all the terms, conditions and restrictions written below or printed as general or special provisions on any part of this form PERasssssoxss HEREBY GRwNTEnro perform street widening, signal modification kd restriping work in accordance with Cooperative Agreement #2437, .thin the Division of Highways' R/W for the intersection of Pacific ,ast Highway, Ora- 001 -17.4, and Jamboree Rd. as shown on the attached ,ans.. All work shall be performed in accordance with the plans ,ecifications and terms of the Cooperative Agreement. ould the Division of Highways? representative find work in progress •ior to his notification, he shall stop said work for a period not less{ an the.remainder of that working day. te attached'Signal and Roadside Improvements sheets are part of this xmit . it striping work, call Mr. 0. Alexander, Supt., SU4 Shop, 72 hours in: Nance of work; Phohe 213- 723 -1273. attention is.directed to General Provisions 2, 3, 5 and 45 on this form. NThis permit is to be strictly construed and no work other than that specifically mentioned above is authorized hereby. This permit . shall be void unless the work herein contemplated shall have been completed. before April 2T, 19 70 0ra- 001 -17.4 DEPARTMENT OF PUBLIC WORYS �!JAC.nm DIVISION C ,, FdIGHWAYS' Ilcc: JAL SANTA ANA GRAF HUSEBY HEWES A. il`l'Llr SIGN SHOP M11" J)i - S l.rict I:np1n08D r.rrr e L GENERAL PROVISIONS r c 1. Definition. This permit is issued under Chapter ) of Division 1 of the Streets and Highways Code. The term encroach- ment is used in this permit as defined in the said Chapter ) of said code. Except n otherwise provided foe public ageneits and franchise holders, this permit is revertible on five days notice. 2. Acceptance of Provisions. It is understood and agreed by the Permitter that the doing of any work under this permit shall constitute an acceptance of the provisions. ). No Prectdrnt Est,bbibrd. This permit is granted with the understanding that this action is not to be considered as establishing any precedent on the question of the expediency of permitting any certain kind of encroachment m be erected within right of way of State highways. _ 4. Notice Prior to Starring Work. Bc(ure starting work on which an inspector is required, or whenever stated on the face of this permit, the Permitter shall notify the Diltrict Engineer or other designated employ" of the district in which the work is to be done. Such notice shall he given at least three days in advance of the date work is to begin. f. Keep Permit on for Work. This permit shall be kept at the site of the work and must be shown to any representative of the Grantor or any law enforcement officer on demand. 6. Permits from Wee Agencies. The party or parties to whom this permit is issued shall, whenever the same is required by law; secure the written order or consent to any work hereunder from the Public Utilities Commission of the State of California, or any other public board having jurisdiction, and this permit shall be suspended in operation unless and until such order or consent is obtained.. - 7. Protection of Traffic. Adequate provision shall be made for the protection of the traveling public, Barricades shall be placed with red lights at night, also flagmen employed, all as may be required by the particular work in program. , S. Minimum Interference With Traffic. All work shall be planned and carried out so that there w'iB be the lent pmsible inconvenience to the traveling public except for the specific work permitted. a 9. Storage of btatcrid. No material shall be stored within eight (t) face from the edge of paveuent or treveld way or within the shoulder line where the shoulders are wider than eight fact. 10. Clean Up Rigbi of Way. Upon completion of the work all brush. timber, scraps and material &hall be sestirdy removed and the right of way left in as presentable condition as before work startod. 11. Standards of Conserarilon. All work shall conform to recognized standards of construction. 12. Supervision of Grantor. All the work shall be done subject to the supervision d, and to the satisfaction of, the grantor. U. Future Mating of Installation. It is understood by the Permitter that whenever construction, reconstruction or maintenance work an the highway may require, the installation provided for herein shall, upon request of the Grantor, be immediately moved by, and at the sole expense of, the Permitter. 14. Expense of Inspection. On work whicli requires the presence of an employ" of the Grantor as inspector, the salary, travel. ing expense and other incidrnal expense of such im-Action during the work shall be paid by the Permitt" upon presentation of a bill t therefor. - is. Liability for Damages. The Permitter is responsible for all liability for personal injury or property damage which' ' may an" out of work herein permitted, or which may arise out of failure on the permittee's part to perform hisnabligarioen under this ` permit in respect to maintenance. In the event any claim of such liability is made against the State of California, or any department - officer, or employee thereof. Permitter shall defend, indemnify and hold them and each of them harmless from such claim. This permit shall not be effective for any purpose unless and until the above named permitter files with the Grantor, a surety bond in the form and amount required by said Grantor, unless specifically exempted on the face hereof. The requirement that a bond be filed does not apply in the event _ the permitter is a governmental board which derives its revenue by taxation. 16. Making Repairs. if the Grantor shall so elect, repairs to paving which has been disturbed shall be made by employee . . Of the Grantor and the expenses thereof shall be borne by the Permitt", who shall purchase and deliver as the read the materials • n "wary for said work as directed by the Grantor. All payments to laborers, inspectors, etc., employed by said Grantor for or on account of the work herein curniemplated, shall be made by said permitter forthwith on receive of written orders, pay rail, or vouchers approved by Grantor. Or the Grantor may elect to require a deposit before starting repairs, in an amount sufficient to cover the estimated cost thereof. The Grantor will give reasonable notice of its election to make such repairs. If the Grantor does not so elect, the permitter shall make such repairs promptly. in every case the Permitter shall be responsible for restoring any portion of the highway which has been excavated Or otherwise disturbed to its farmer condition as nearly as may be possible except where the Grantor elects to make repairs to paving as above provided in this paragraph and except where provision to the contrary is made in the typewritten portion of the permit. 17. Care of Drainage. If the work herein contemplated shall interfere with the established drainsge, ample provision shall be made by the Peemitter to provide for it as may be directed by the Grantor. it. Submit Location Plan.' Upon completion of underground or surface work of - consequence, the Permitt" shall furnish plan to the Grantors District Office showing location and details. 19. Maintenance. The Permitter agrees by the acceptance of this permit to exercise reasonable care to maintain properly any encroachment placed by it in the highway and to exercise reasonable care in inspecting for and immediately repairing and making good any injury to any portion of the highway which occurs as a result of the maimmnance of the encroachment in the highway er n a - result of the work done under this permit, including any and all injury to the highway which ufosdd rest bare Owerred had axh work. . not been done or such encroachment not placed therein. PIPES, CONDUITS, GAS PUMPS, ETC 20. Crossing Roadway. Service and other small diameter pipes shall be jacked or otherwise forced underneath pavement without disturbing same. Pavemmc or roadway shall not be cut unless specifically, permitted can the fan hereof. Service, pips will not be permitted inside of metal culvert pipes used as drainage structures. 21. Lmif Exravafroa. No excavation is to be made clean than tan (10) feet from the edge of the pavement acept es may be specified. 22. Tunnneling• No tunneling will be permitted except on major work u may be specifically see forth on the face hereef. 2). Depth of Piper. There shall be a minimum of thirty (10) inches of cover over all pipes or conduits, except " may be specified. - 24. Batijlling• All backfilling is to be moistened as necessary and thoroughly hand tamped, there being net lea than case amps to each shoveler. Wheneww required by the grantor, a trench crossing the roadway shall be backfilld with gravel or crushed rock. 21. Preserve Striating Material. Whenever a gravel or crushed nick surface is trenched, such rsturs) shall be placed at one side and when backfilling is carted the rock-material shall be replaced to its Original pedtimu 26. Malefahs Surface, The PormitaO shall maintain the surface over $ racmres placed baemdic as brag u necessary. Al. Piper Alessi; Roadway. Pipes and Utilities paralleling the pavmsmt shall be hatattd at the dktaoas [cans eatbd way and at suck depth as specificdly directed 0n the face harof. Cutting of tea term will not be permitted. . �f s 1 'a • '0 ` V. POLES, WIRES, CABLES AND OVERHEAD STRUCTURES 29. Loralion Pole Linn, etc. Pole lines shall be located one franc from the property line unleu otherwise specified on the face hereof. 29. Public Utilities Commission Orden. All clearances and type of construction shall be in accordance with the applicable orders of the Public Utilities Commission of the State of California. )0. Permission Isom Property Oumtn. Whenever necessary to secure permission from shuttle$ property owners, teach authority must be secured by the Permitter prior to starting work. 31. Clearance of Trees. Poles must be of such height as to permit Clarence over a tree 40 fact in bright. where quick growing tree art in place. At locations where slow growing teen art in place, normal construction atomized may be followed at the option of the pole line company, with provision to ultimately clear a 40 -foot tree. 3z. Guy Wires. No guy wises ace to be attached to tests except on specific authority zed in, tso event &hill they be to attached as to girdle the tree or interfere with its growth. Guy wires shall be kept at a minimum elevation of six fen above the ground whenever an directed. 33. Clearing Around Potts. The Permittee shall remove and keep clear all vegetation from within a radius of at inert fin fen of the poles. 34. Painting or Visibility Strips. All poles are to be painted for a distance of six fen above the ground using white lad and oil or aluminum paint or in lieu thereof, when toles bave creosoted butts, wood, metal or other approved type of visibility strip may be placed. Wood strips are to be Douglas fir 1" x 3 —5' long placed on 6" centers about the base of pole and painted with white lead and tail or aluminum paint. If metal strips are used such strips maybe placed either vertically or horianntally. Paint is to be renewed u often as may be required to maintain 3 satisfactory covering. If not painted when installed or renewed u the grantor may consider necessary, the right is reserved to have this painting done and the Permitter hereby agree to bar the core thereof under the tumor of this permit. Polo shat is am p--as a possible traffic hoard will be given consideration for seemnioa fees than nvida, ape -tines wants ad pension nnspsnisd by senimoe ao. os to Pala leutioa, GQman is strains. an. The gnoem', dechitn will be As. to this naafi. 35. Remove Ofd Pa /at, Guys end Stubs. The entire length of such timbers shall be reoved from the ground and the holds baekfilld and thoroughly tamped.. . m PLANTING TREES 36. Location and Species. The location and kind of sects to be planted shall be specified on the face of this permit. 37. Plluling and Mairdeneuee Cod. The Permits" must hear the cat of planting the tests. The arrangement as to mainttnance of the treat shall be specifically set forth on the face of the permit. In particular eases arrangements may be made for the Grantor to do this work upon deposit of a certain sum for each seat which is to be planted. The Grantor reserves the right to assume the maintenance or to decline to do w as conditions justify. 3a. Group Planting. The cat of group plantings and similat special work which may be agreed upon with the Grantor shall be borne by the Permitter. Land for such plantings shall be secured in f" by the Permitter and turned over to the State. Planting$ for parking and picnic grounds will not be considered in this connection. REMOVAL OR TRIMMING OF ROADSIDE TREES 39. Removal of Trees. When permit is granted for removal of a tree as an iodeptttskst operatimo a as a pan of other work, the entire stump shall be taken out for a depth of at least two fen blow the ground surface. 40. Clearing the Site. All timber and debris thall'be removed from the right of way. The hole left by the stump eba6 be baekfdled and thoroughly ramped and the sin left in a presentable condition. 41. Trimming o/ Trees. in general, only light trimming of branches two inches or less in diameter will be permitted and only when specifically an stated on the face hereof. The shapeliness of the test must be preserved. 42. Inspeelion. If the permit requires inspection by the Grantor during progress of the work the eat of inspection shall be borne by the Permitter. No charge will be made for occasional routine inspection. Road Approaches, Connecting Pavements and Minor Work 43. Grades deal Spedfsawtimrs. Grades and types of construction shall be m derailed by plus or sated on the taw of this permit 44. gor7ov and Wage. Only such hotrow and wants will be permitted dead within the Bra seat forth an, aka face of this permit. 45. Mhsor Word. Grading down of small banks, small ditches, placing of dwningy old school dmibv sire verb shall be &*warned by the gunnel provisions and as dnaild m An fans hereof. Signs 46. Chastener of Signs. The minimum clearance from the sidewalk shall he twelve fat _ Railroad Crossings 47. Safety and Convenience. The future safety and eenvemiente of ties tavchog public shall be give eery tomideratin in the location and type of constructim . 4e. Mee$ Higbvay Grade. The grade and epeteknadsm of the tracts meet oasfsrm an rho wade of the highway at point of Crating. 49. Widih of Pavhq, The assassins shad W pLnited or paved m my W specified se tie fen of chi permit for the had roadway add shoulder width. `,. .. an, ass. me.r s.sa ass Q ew Walki oti ` MAIIiTENANCE - PERMITS SPECIAL PROVISIONS (ROADSIDE IMPROVEMENTS) TO BE ATTACHED TO AND MADE A PART OF PERMIT NO. 770 -B- 771995 I. INSPECTION REQUIREMENTS It is imperative that the permittee notify the following State Inspector at least 48 hours prior to starting any worle under this permit. State Inspector: F._ Hug eby_ phone .714- 542 -4739 between R and- _9-asm._only _ or if no answer p one between SfO0 a.m. and -4:00 pm. Ail inspection costs incurred incidental to this work shall be borne by the permittee. All work shall be performed during the working hours regularly assigned to'Division of Highways Employees. II. CONSTRUCTION REQUIREMENTS Unless otherwise detailed and authorized on the face of this permit, all work shall be done in accordance with the Division of Highways Standard Specifications dated July 1964, and the following special provisions: (Only items pertaining to the applicable construction work will apply.) Sidewalk shall be constructed with Class "A" Portland Cement Cone \ four (4) inches in depth except at commercial driveways where six ch depths respectively, will be required. / Back dge of sidewalk shall be placed on the right -of -way 1.X e. The fi hed grade of sidewalk shall have a cross fall of /4 inch per foot. Concrete shall be scored in accordance with the Standard Sp ifications or so that scoring will match adjoining existing conc te. B. P.C.C. sidewalk, d veways, shall be constructed using a minimum of 4" of Class A P.C. over 4" of pea gravel or sand subbase. The 4" of sand subbase y be waived Fte ed the native soil has a sand equivalent value o 0% as detd by California Test .Method 217F or as determine y the S ighway Repr esentative. C. Concrete curbs and nutters sha grades or, in conformance with grade. (State Standard type and alignment of portions c Division of Highways riWzt of city or county involve . lix constructed to authorized plan is ng curb for alignment and urb and utter is required.) Grade urb -retur lying outside the way must have the approval of the Prior to the consteuction of new curbs, the permittee shall relocate surfac ,arlob structions (such as v% ility pole's�,trees, etc.) to locations ck of the proposed curb, also continuation of curb line w hin the following limits: Fifty,(50) feet back from beg ing of curb construction and one hundred and fifty (150) et beyond the end of curb construction for safe traffic move nt. Removal or relocation of surface obstructions shall do without expense to the State. (OVER) 7 -MP -610 JAN 6Q Rev. February 24, 1970 TO: CITY COUNCIL By I.3 r� Cou,aCIL FROM: Public Works Department Lir� ' unCt! SUBJECT: PACIFIC COAST HIGHWAY WIDENING AT JAMBOREE ROAD C -1105 RECOMMENDATION: Adopt a resolution awarding the contract to Patco Construction for $18,500.50 and authorizing the Mayor and City Clerk to execute the contract. DISCUSSION: E - 3 (A) Seven bids for the construction contract were received and opened in the office of the City Clerk at 10:00 A.M. on February 17, 1970. Patco Construction, Corona del Mar $ 18,500.50 E. L. White, Garden Grove 20,317.50 R. W. McClellan, Costa Mesa 21,159.82 Lynam -Wood Company, Corona del Mar 21,597.00 Sully- Miller, Orange 21,793.00 Griffith Company, Santa Ana 24,905.00 Handley Construction, Santa Ana 25,627.00 The low bid was 7% below the engineer's estimate of $19,870. Although Patco Construction has not previously done work for the City of Newport Beach, a check of the references supplied indicates that the firm is well qualified. The owner was formerly associated with another local paving contractor and has worked on City contracts while in that capacity. This project will provide for the widening of Pacific Coast Highway to allow for the installation of two left turning lanes from the Coast Highway onto northbound Jamboree Road. This improvement will result in a shorter stopping time for the through traffic on the Coast Highway and still permit a large left turning movement onto Jamboree Road. The work will be funded 50% from City Gas Tax Funds and 50% by the State Division of Highways. The estimated date of completion is June 1, 1970. 1 � vlin Director 1W 1W CITY OF NEWPORT BEACH CITY ATTORNEY Department T0: City Clerk DATE: February 19, 1970 FROM: City Attorney SUBJECT: Resolution awarding a contract for Pacific Coast Highway widening at Jamboree Road, contract No. C -1105 Forwarded are copies of a resolution in connection with the above subject. It is understood that this matter has been placed on the Council agenda for the meeting of February 24, 1970. THS:eg Att. cc: City Manager Public Works Director _- TULLY . SE UR City Attorney m ! I e IN 1 N i m � -{ 1 O 11h y 3� U �I m Cl) zo— z >ri m> Z- cn z wo-ir -c n — mF�ip A N C 3 3 n i PACIFIC COAST HIGHWAY WIDENING AT JAMBOREE ROAD CONTRACT NO. C1105 PROPOSAL To the City Council City of Newport Beach 3300 West Newport Boulevard Newport Beach, California 92660 Gentlemen: The undersigned declares that he has carefully examined the location of the work, has read the Notice Inviting Bids, has examined the Plans and Special Provisions, and hereby proposes to furnish all materials and do all the work required to complete Contract No. C1105 in accordance with the Plans and Specifications, and will take in full payment therefor the following unit prices for each item complete in place, to wit: Item Quantity Item Description Unit Total No. and Unit Unit Price Written in Words Price Price 1. Lump Sum Clearing and Grubbing @ —,hree Yhnrjarrd_ jl"j mae Dollars / and Six dalIPM = Cents Lump Sum $ $ p,? G.00 ✓ 2.• 1,200 Tons Aggregate Base @ Dollars and Aghry -six Cents $ Per Ton 3. 350 Tons Asphalt Concrete Type B Dollars and fi_t -re�en Cents ✓ Per Ton $ C/• 6 y $ 33 POVX* P/iTCO CdVSTdfJfTfoN • Proposal 2 of 3 Item Quantity Item Description Unit Total No, and Unit Unit Price Written in Words Price Price 4. Lump Sum Construct Traffic Island @ •Three h".wde d Dollars and fvf/y de//ars Cents Lump Sum 5. 2 Ea. Adjust Frame and Cover to Grade @ One htd"d. -ed _Dollars and Fiy de//arr -_ Cents $ lSo,00 $ 300,00 Each 6. 2 Ea. Adjust Gate Valve Cover & Riser to Grade @ 61" dollars Dollars and Cents Each $ 6,0.00 $ /00.00 7. 2,500 L.F. Remove Existing Painted Traffic Striping @ Dollars and ��r c�xrs Cents $ / o $ x50. o0 Per Lineal Foot 8. 440 L.F. Remove Existing Thermo - Plastic Traffic Striping @ Dollars and Cents i- er Lineal Foot $ o $ S"8.00 9. 17 Ea. Remove Existing Thermo- Plastic Traffic Letters @ Dollars and Cents Each $ fo. oo $ /70-00 v 10. Lump Sum Modify, Relocate and Improve Existing Traffic Signal System @ jj!2;-- ollars and fcsao A"Pt4reA dollars- Cents Lump Sum $ ,C . S. $ 6.100.00 Proposal 3 of 3 TOTAL PRICE WRITTEN IN WORDS TOTAL x-lihrccK, AhocAs'and, firma hcdmdred. Dollars and t �!tri ¢crc %s Cents _- P*TGO C~J- f' uf7ioN .rc2 Jasiwirie, CL H. .SY9 -oo� T U% Page 2 ALL BIDS ARE TO .BE COMPUTED ON THE BASIS OF THE GIVEN ESTIMATED QUANTITIES OF WORK, AS INDICATED IN THIS PROPOSAL, TIMES THE UNIT PRICE AS SUBMITTED BY THE BIDDER. IN CASE OF A DISCREPONCY BETWEEN WORDS AND FIGURES, THE WORDS SHALL PREVAIL. IN CASE OF AN ERROR IN THE EXTENSION OF A UNIT PRICE, THE CORRECTED EXTENSION SHALL BE CALCULATED AND THE BIDS WILL BE COMPUTED AS INDICATED ABOVE AND COMPARED ON THE BASIS OF THE CORRECTED TOTALS. THE ESTIMATED QUANTIT.tES OF WORK INDICATED IN THIS PROPOSAL ARE APPROXIMATE ONLY, BEING GIVEN SOLELY AS A BASIS FOR COMPARISON OF BIDS. .. THE UNDERSIGNED HAS CHECKED CAREFULLY ALL OF THE ABOVE FIGURES AND UNDERSTANDS THAT THE CITY WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS ON THE PART OF THE UNDERSIGNED IN MAKING UP THIS BID. THE UNDERSIGNED AGREES THAT IN CASE OF DEFAULT IN EXECUTING THE REQUIRED CONTRACT WITH NECE33ARY BONDS WITHIN TEN '(10) DAYS, NOT INCLUDING SUNDAY, AFTER HAVING RECEIVED NOTICE THAT THE CONTRACT 13 READY FOR 31GNATUREp THE PROCEEDS OF CHECK OR BOND ACCOMPANY- ING THIS BID SHALL BECOME THE PROPERTY OF THE CITY OF NEWPORT BEACH. LICENSED IN ACCORDANCE WITH THE STATUTES OF THE STATE OF CALIFORNIA'PROVIDIN.G FOR 'THE REGISTRATION OF CONTRACTORS, LICENSE NO. -?;SG SSC. CLASSIFICATION C —/2 ACCOMPANYING THIS PROPOSAL IS L3 /-o a0/vb CASH, CERTIFIED CHECK, CA3NIER'3 CHECK OR IN AN AMOUNT NOT LESS THAN 10 PERCENT OF THE TOTAL BID PRICE. THE UNDERSIGNED 13 AWARE OF THE PROVISIONS OF SECTION 3700 OF THE LABOR CODE WHICH REQUIRE EVERY EMPLOYER TO BE INSURED AGAINST LIABILITY FOR WORKMEN 13 COMPENSATION OR TO ,. .UNDERTAKE SELF - INSURANCE IN ACCORDANCE WITH THE PROVISIONS OF THAT CODEj AND AGREES TO COMPLY WITH SUCH PROVISIONS BEFORE COMMENCING THE PERFORMANCE OF THE WORK OF THIS CONTRACT. 5H9 -oo/7 PHONE NUMBER /7, / 9 70 DATE (_r,2 20A5- A1164c CpAl 4- c.2l) / A'TCO Co^�/.ST.-_UcT /ON BIDDERS NAME %S AL) AUTHORIZED SI SURE AUTHORIZED SIGNATURE CO- PF��r/YB/ESH/ P TYPE OF ORGANIZATION (INDIVIDUAL, CORPORATION, CO- PARTNERSHIP) LIST BELOW NAMES OF PRESIDENT, SECRETARY, TREASURER AND MANAGER -IF A CORPORATION, AND NAMES OF ALL CO- PARTNERS IF A COPARTNERSHIP: FieA/vk H. P/9r/e /c /q M• Mot3us PAGE 3 DESIGNATION OF SUB - CONTRACTORS THE UNDERSIGNED CERTIFIES THAT HE HAS USED THE SUB -BIDS OF THE FOLLOWING LISTED CONTRACTORS IN MAKING UP HIS DID AND THAT THE SUB - CONTRACTORS LISTED WILL BE USED FOR THE WORK FOR WHICH THEY BIDS SUBJECT TO THE APPROVAL OF THE CITY ENGINEERS AND IN ACCORDANCE 'WITH THE APPLICABLE PROVISIONS OF THE SPECIFICATIONS. NO CHANGE MAY BE MADE IN THESE SUB - CONTRACTORS EXCEPT UPON THE PRIOR APPROVAL OF THE ENGINEER. ITEM OF WORK SUB - CONTRACTOR ADDRESS I. iL TSM /0 - 5M/7/4 E1.5crA /C SuPpAV /o79a fCNo7T ,S r,'?."yraIV 9068o 3e 4. 5e 6. 7e 8. 9e I�e 11. 12, .Y PATOO (f6/y57- ,oeuGT 1o1v BIDDDEER'3 NAME' AUTHORIZED SIGNATURE TypE OF ORGANIZATION!: (INDIVIDUAL, CO- PARTMENSHIP OR CORP) So3 tJR5" /NE COjeo"A MAm, 9.?lo .mss ADDRESS PAGE 4 BIDDER'S BOND TO ACCOMPANY PROPOSAL KNOW ALL MEN BY THESE PRESENTS, THAT WE, PATCO CONSTRUCTION AS ►RINC.I ►AL, AND INSURANCE COMPANY OF NORTH AMERICA AS SURETY, ARE HELD AND FIRMLYBOUND UNTO THE CITY OF NEWPORT BEACH, CALIFORNIA, IN THE SUM OF Thr<a Thousand E No/100 -------- _j,000.00 �� LAWFUL MONEY OF THE UNITED STATES FOR THE PAYMENT OF WHICH SUN WELL AND TRULY TO BE MADE, WE BIND OURSELVES, JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENTS. THE CONDIT-ION OF THE FOREGOING OBLIGATION IS SUCH, THAT IF THE PROPOSAL OF THE ABOVE BOUNDEN_ PRINCIPAL FOR THE CONSTRUCTION OF, Pacific Coast Highway Widenin at IN THE CITY OF NEWPORT BEACH, IS ACCEPTED BY THE CITY COUNCIL OF-'SAID fTYj AND 6F THE ABOVE BOUNDEN PRINCIPAL SHALL DULY ENTER INTO AND EXECUTE _A CONTRACT FOR SUCH CONSTRUC- TION AND SHALL EXECUTE AND DELIVER THE TWO (2) BONDS DESCRIBED IN THE "NOTicr INVITING BIDS" WITHIN TEN (1) ` / (NOT NOT INCLU0It10s, SSTURDA'Y AND SUNDAY ; FOIE DATE OF THE MAILglftd OF A MOT ICE TO THE ABOVE BOUNDEN PRINCIPAL -.BY AND FROM *AID CITX OF NEWPORT BEACH THAT SAID CONTRACT IS READY FOR E- XECUTION, THEN THIS OBLFG'ATION' -SHALL BECOME MULL AND VOID; OTHERWISE IT BE AND REM&.4N IN FULL FORCE AND EFFECT, AND THE AMOUNT. SPECIFIED HER£I�N- SHALL BE FORFEITED TO THE SAID CITY. IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN INDIVIDUAL, IT IS AGREED THAT THE DEATH OF ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE .SURETY FROM ITS OBLIGATIONS UNDER THIS BOND. IN WITNESS WHEREOF, WE HEREUNTO SET OUR HANDS AND SEALS THIS 17th DAY OF February I I9 --ZL. CORPORATE SEAL (IF CORPORATION) (ATTACH ACKNOWLEDGEMENT OF ATTORNEY IN FACT) PATCO CONSTRUCTION PRINCIPAL TITLE.,Richard A. Annese, Attorney -.in -Fact q STATE OF CALIFORNIA SS. COUNTY OF angp Or this 17th day of February —in theyear 1970 before me M a r c i a r r. a r r i c n n a Notary Public in and for the STATE OF CALIFORNIA personally appeared R i chard A. A n n e s e known to me to be the person whose name is subscribed to the within instru- ment as the Attorney -in -Fact of the INSURANCE COMPANY OF NORTH ff1101N1 4gnwWi= ledged to me that he subscribed the name of the INSOffAt ,I&OMPA Y OF NORTH AMERICA thereto as surety and his n{liH I IPAL F; ICE I RIVIA = nAn . /ti, /VU/IIVV i .i M audf State of Co fornis �..,. PRINCIPAL OFFICE IN E ORANGE COUNTY My Commisson Expires Jan. 19, 1973 Notary Public in and for the • NON - COLLUSION AFFIDAVIT 0 PAGE 9 THE BIDDERS BY ITS OFFICERS AND AGENTS OR REPRESENTATIVES PRESENT AT THE TIME OF FILING THIS BID., BEING DULY SWORN ON THEIR OATHS SAYS THAT NEITHER THEY NOR ANY OF THEME HAVE IN ANY WAYI DIRECTLY OR INDIRECTLY? ENTERED INTO ANY ARRANGEMENT OR AGREEMENT WITH ANY OTHER BIDDERS OR WITH ANY PUBLIC OFFICER OF SUCH CITY OF NEWPORT BEACH WHEREBY SUCH AFFIANT OR AFFIANTS OR EITHER OR THEME HAS PAID OR IS TO PAY TO SUCH BIDDER OR PUBLIC OFFICER ANY SUM OF MONEY, OR HAS GIVEN OR IS TO GIVE TO SUCH OTHER BIDDER OR PUBLIC OFFICER ANYTHING OF VALUE WHATEVER OR SUCH AFFIANT OR AF- F:IANTS OR EITHER OF THEM HAS NOT DIRECTLY DR INDIRECTLY, ENTERED INTO ANY ARRANGE- MENT OR AGREEMENT WITH ANY OTHER BIDDER OR- BIDDERS. WHICH TENDS TO OR DOES LESSEN OR DESTROY FREE COMPETITION I'N THE 'LETT'ING OF THE CONTRACT SOUGHT FOR BY THE AT- TACHED BIDS; THAT NO BID HAS BEEN ACCEPTED FROM ANY SUBCONTRACTOR OR MATERI'ALMAN THROUGH ANY BID DEPOSITORY, THE BYLAWSj RULES OR REGULATIONS OF WHICH PROHIBIT OR PREVENT THE CONTRACTOR FROM CONSIDERING ANY BID FROM ANY SUBCONTRACTOR OR MATERIAL - MAN WHICH IS NOT PROCESSED THROUGH SAID BID DEPOSITORY, OR WHICH PREVENT ANY SUB- CONTRACTOR OR MATERIALMAN FROM BIDDING PO ANY CONTRACTOR WHO DOES NOT USE THE FACILITIES OF OR ACCEPT BIDS FROM OR THROUGH SUCH BID DEPOSITORY) THAT NO INDUCE- MENT OR ANY FORM OR CHARACTER OTHER THAN THAT WHICH APPEARS UPON :'THE FACE OF THE BID WILL BE SUGGESTEDp OFFERED, PAID, OR DELIVERED TO ANY PERSON WHOMSOEVER TO INFLUENCE -THE ACCEPTANCE OF THE SAID BID OR AWARDING OF THE CONTRACT, NOR. ;HAS.THIS BIDDER ANY AGREEMENT OR UNDERSTANDING OF ANY'.KI.ND WNATSOEVER3 WITH ANY PERSON WHOMSOEVER TO PAY) DELIVER TO, .OR SHARE WITH ANY- OTHER PERSON I.N ANY WAY OR MANNER) ANY OF THE PROCEEDS OF THE CONTRACTS SHOUGH:T BY THIS BID. PfiTco C61vST/EucTioA4 _ .502 cJASHiNE' Co,e vni,o De's- M n le 9262-T SUBSCRIBED AND SWORN TO BEFORE ME BY I, P,p.eTN EI'2� THIS .BAY OF • . MY COMMISSION EXPIRES: y w,amissiun Wires July 511973 NOTARY PUBLIC DORIS F. SHJIN •': NOTARY PUBLIC CA PRINCIPAL OFFICLOS ANGELES CO Page 10 STATEMENT OF FINANCIAL RESPONSIBILITY The undersigned submits herewith a statement of his financial responsibility. gsseTs G'A5 H ev2 88 `]COTS IeEGElVoga4E 45714 E2 %OTAL CURRENT 30,So7 f/x e,D gSSE75 �, pb/ TOTAL /gSSS75 el 0, 5-r. 91 L /R(3 // - /T /ES ACCTS PFaYAQLE %RXES PAYg.C3LE 3, OMO GO/VTALCTS PAYRO1-6 /942 CURRENT X/,qa /7, 967 ZOA/G %Eiem CoN?RAcT- J}uE 13FTE2 / Y6H2 3.,3o7 NeT WoaTH Al 9, 303 "TOTAL kogaiL /7 /ES d cAP/TAt- ry0,,5(P 9 PATGO �O NS'T�E' UGT /O/V Signed CCO- Pg.@TNE2� Page 10a TECHNICAL ABILITY AND EXPERIENCE REFERENCES The undersigned submits herewith a statement of the work of similar character to that proposed herein which he has performed and successfully completed. Year Person Completed For Whom Performed (Detail) to Contact Telephone No. /769 45-1-r%l OF CE/@ie /TOS- 13400yFiELD AV6 1"OOAQUE'1'f6FAfrS REF: WA< -t-RCc erWnshace- -, CO/V7-A19QT OF- /305EQ40 ,EucD S y C/{ /NO i@6F• ff.'px Gr/ {j , %('es. En$r - 7 /�f- -X2 7-3593 /969 e'#9A1F HOCr1 -jWAV AEPT Sub S ilk E /�c7ri�i CONT2°AC7- 07- /699 .2j4 - AT 7yOi9 yGA C91vyoN lScyb Hnrn AT OEI- 09/4 6,9Y c.u[3 /c (IYf�A-/Oy /c'EF• ROW C% GcorVa dOhxseny M1JUNrar iiekef -f 9/3 -C�20 -3910 .?13 - %19- 7 .2'/ a PFaTCa Co.�/sTie u cTio/V Signed ( O - PARTNE�e hb N y a � � n � y n � b � � o X a� o� p V v v O n x n 0 h �SQ a R n 2 M F/ Q b s C J Q k,;. THS:ajr 9/18/68 (6) CONTRACT FOR ENGINEERING SELV CES. (Pacific _oast n4bway _. en ug e.Boad) THIS AGREEMENT is made and entered into this 30th day of So*ta:�or .,-,1968, by and between.WiLLIANSON AND. ,SM29D. CIVIL ENGINEERS, a corporation, herein referred to as "Engineer ", and the CITY OF NEWPORT BEACH, a municipal corporation, herein referred to as "City "; W I T N E S S E T H T WHEREAS, City proposes to, construct certain street and i signal improvements -of Pacific. Coast Highway at Jamboree Road as "a set out in the invitation to submit a proposal to. perform engineering services, dated August 30, 1968, and CNB Drawing R- 5095 -S; and j WHEREAS, Engineer has submitted a proposal.to perform: the necessary engineering services in connection.with said improvements; NOW, THEREFORE, City and Engineer for the consideration hereinafter named agree as follows: 1. City engages Engineer to furnish the services herein- after mentioned, at and for the compensation herein stipulated, and Engineer accepts said engagement upon the terms hereinafter set forth. 2. Engineer shall: (a) Undertake a preliminary investigation including discussions with all parties involved:in the project. In particular, determine the State Division of Highways requirements for structural section, pavement removal, an Encroachment Permit and the signalization of the subject intersection. `3 �l i . � J 3 (b) Make field surveys necessary for design. (c) Prepare detailed plans and specifications for the project. Plans shall be prepared on standard sheets to be furnished by the City. Specifications shall be in typed form suitable for use in soliciting competitive bids. (d) Prepare quantity and cost estimates for the Project. review. (e) Submit plans to State for approval and (f) Prepare and submit the required State Encroachment Permit. (g) Prepare the contract proposal in typed form suitable for inclusion in the bidding documents. (h) Provide consultation as may be required from time to time by the Public Works Department until construction is completed. (i) Check shop drawings and make minor revisions of plans and specifications necessary to accommodate changed conditions discovered during construction. (j) Prepare legal descriptions and sketches of additional right of way required. 3. City shall provide Engineer with the following: (a) Linen sheets for the preparation of plans. (b) Existing field survey data. (c) Sub - surface investigation if determined necessary by the State Division of Highways. (d) Consultation as needed to accomplish the project. 4. original drawings, reports, notes, maps and other documents shall become the property of the City and may be reproduced as deemed necessary by the Public Works Director. -2- 5. City reserves the right to terminate this agreement at any time by giving Engineer three (3) days prior written notice in the United States mails, postage prepaid, and addressed to Engineer's business office. In the event that City terminates this agreement, it shall reimburse Engineer on the basis of his standard fee schedule contained in his proposal dated September 11, 1968, for all work done up to the effective date of the termination. 6. All plans, specifications and other documents for the project shall be completed to the satisfaction of the Public Works Director and delivered to him within sixty (60) calendar days following execution of this agreement. 7. In consideration of the performance of the above described engineering services, City agrees to pay Engineer an amount based upon the standard fee schedule contained in Engineer's proposal dated September 11, 1968, but in no event shall said amount be greater than $2,900. In the event of a change in the scope of the work or if the completion of the project is after August 1, 1969, the prior written approval of the Public Works Director will be required to increase the maximum fee. The amount to be paid Engineer shall be payable as follows: (a) Monthly partial payments, each payment to be the amount earned as determined by the fee schedule. The sum of the monthly partial payments shall not exceed ninety per cent (90 %) of the above maximum fee. (b) The balance of the total amount to be paid upon acceptance of the construction work by the City Council, but in any event not later than eighteen (18) months after the signing of the plans by the Public Works Director. -3- In addition, City shall reimburse Engineer for the. actual cost of reproduction of. copies of said p1aRe 8+eiicaEions and related documents, and filing fees, checking fees and other related costs authorized by the Public Works Director and 3 advanced by Engineer. 8. Engineer shall indemnify and save harmless the.City, . and its officers and employees, from all damage and liability arising from any errors, omissions, or negligence in Engineer`s.,' performance of this agreement or from the engineering .wotk and services herein provided. IN WITNESS WHEREOF,.the parties have :executed this TO: FINANCE DIRECTOR FROM: City Clerk SUBJECT: Contract No. 1105 I)ATE Decmiber 19 , 1968 Description of Contract l}4eering Services (PCH WAmning of Jamboree Rd. Authorized by dOR0M= Staff audtorieed, adopted on September 10, 1988 Effective date of Contract September 30, 1968 Contract with V LLIAMBOi'1 AND SaMM, CIVIL II83INEERS Address 1535 E. let St Santa Ana, California Amount of Contract Nut mmm than 84,900.00 City Clerk ih Att: TO: CITY COUNCIL FROM: Public Works Department Jj September 10, 1968 91Z SUBJECT: WIDENING OF PACIFIC COAST HIGHWAY AT JAMBOREE ROAD, C -1105 RECOMMENDATION: Authorize the staff to retain the consulting engineering firm of Williamson & Schmid for preparation of plans and specifications for the subject project. DISCUSSION: 3�1 7 Included in the current capital projects budget is $13,500 of Gas Tax Funds for the widening of Pacific Coast Highway at Jamboree Road. At the time of budget preparation it was contemplated that the plans would be prepared by the City. However, a recent analysis of the capital projects schedule and the departmental workload indicates that it will be impossible to meet the desired early spring construction schedule if the plans are to be prepared by the City. This fact is partly due to the current existence of two vacant drafting positions in the Public Works Department; and partly due to a number of unscheduled work requests. A proposal has been obtained from the consulting engineering firm of Williamson and Schmid of Santa Ana to perform the necessary engineering services; consisting of topo- graphic surveys, preparation of plans and specifications for the street widening and for the traffic signal modifications which will be needed, consultation with the State Division of Highways to determine their encroachment permit requirements, preparation of the permit application, checking of shop drawings and consultation during construction,'and preparation of drawings and legal descriptions for the additional right of way required. The fee will be based on their standard hourly rates, with a maximum of $2,900. The firm of Williamson and Schmid is experienced in the.type of work involved, recently having completed similar designs in Garden Grove and in unincorporated Orange County area. They have also satisfactorily performed other engineering work for the City, most recently.the preparation of the plans for the current Irvine /Tustin widening project. Sufficient unappropriated surplus is available in the Gas Tax Fund to finance the additional cost of the engineering work. However, if the hiring of the consulting engineer is approved, it is proposed to finance the cost out of the present budget appro- priation; and to process any necessary budget amendment at a later date when bids are received and the total project cost definitely established. aph Devlin, lic WWks Director ldg /a -G 0 0 1 January .119 1971 TO: CITY COUNCIL 73 A FROM: Public Works Department -� SUBJECT: COAST HIGHWAY WIDENING AT JAMBOREE AD (C -1105) RECOMMENDATION: Approve a budget amendment to the Gas Tax Fund in the amount of $814.50. DISCUSSION: The construction of the subject project was completed April 20, 1970 and excess . funds were returned to surplus at.the end of the fiscal year. The State Division of Highways provided several signs and the necessary pavement striping for the subject project. The cooperative agreement with the state, executed on July 14, 1969, provided for the city to pay for 50% of the state's signing and striping costs. The state has already paid its 50% share of the construction costs. The city's share of the costs incurred by the state is $814.50. Sufficient funds are available in the Gas Tax Fund to cover this expenditure. t b ph e ic, r Director ldg APPROVED EY CITY CC�fVCiL DATE JAN 11 7970 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. Final 91 FOR PERIOD ENDING tune 15 1970 '• Widening of Pacific Coast HjghwA)fAt BUDGET NO. 19 -33A6 -052 CONTRACT NO. 1105 ITEM NO. CONTRACT ITEM CONTRACT PRICE PERCENT COMPLETE AMOUNT EARNED ORIGINAL CONTRACT EXTRAS TO DATE CONTRACT TO DATE AMOUNT EARNED $19,10 46 S nd.Payment to: LESS 10% RETENTION LESS PREVIOUS PAYMENTS 18,180.43 .. Patco Construction AMOUNT DUE THIS REQUEST 925.03 428 Orchid Avenue Corona del Mar, CA 92625 1 HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. SIGNED SIGNED ENGINEER CONTRACTOR BY CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 1 (F) FOR PERIOD ENDI PROJECT: BUDGET NO. See below CONTRACT.NO. ITEM NO. CONTRACT ITEM CONTRACT PRICE TERCENV COMPtETE AMOUNT EARNED 1. Clearing and grubbing 39026.00 LS 100% $ 39026.00 2. Aggregate base 3.86/Ton 1253.33 Tons 4.837.85 3. Asphalt Concrete 9.67 /Ton 402.98 Tons 39896.81 4. Construct traffic island 350.00 LS 100% 350.00 5. Adjust manhold 150.00 EA 1 Each 150.00 6. Adjust valve box 50.00 EA 1 Eaek 50.00 7. Remove painted striping 0.10 LF 2552 LF 255.20 8. Remove thermoplastic striping 0.20 LF 848 LF 169.60 9. Remove thermoplastic letters 10.00 EA 17 EA 170.00 10. Modify traffic signal system 69200.00 LS 1009 6.200.00 19,105.46 Budget No. 19- 3386 - 052 :g090, Z 25 -3386 -052: # &71 090, Zz- ORIGINAL CONTRACT $ 180500.50 EXTRAS TO DATE -- CONTRACT TO DATE 180500.50 AMOUNT EARNED 19.105.46 LESS I# RETENTION 925.03 LESS PREVIOUS PAYMENTS -- AMOUNT DUE THis REQUEST 15180.43 Send payment to: Patco Construction 502 Jasmine Avenue Corona del Mar, California I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CO / SIGNED , SIGNED I,;,-ENGIN ER CONT BY C TAT F U F AI T WILLIAMSON and SCHMID CIVIL ENGINEERS 1838 EAST FIRST STREET SANTA ANA. CALIFORNIA 92701 (AREA CODE 714) 547 -3986 April 29, 1970 our Job No. 68157 F 1 . City of Newport Beach 3300 Newport Blvd. Newport Beach, California 92660 LAttn: Mr. Don Webb $290.OQ1 RETAIN THIS COPY FOR YOUR RECORDS. Refs Purchase order No. 9675, Agreement for Engineering Services in Connection with the Widening of Jamboree Roads Work to 1/25/70: Total Nock to Date $3.298.50 (over) Total Amt. of Contract $2e 00.00 Plus Blueprints, Xerox and Aerial Photos 124.� Prev. Billed 90%ts s.. WON 10% Retention of $2,900.00 - $290.00 jq- 3306 -vS2- �LzC30, o� WILLIAMSON AND SCHMIO (714) 547.3986 PAID BY CHECK NO. F L I ns c m c ry I *WILLIAMSON and SCHMID • CIVIL ENGINEERS 1838 EAST FIRST STREET SANTA ANA, CALIFORNIA 92701 (AREA CODE 714) 547 -3966 November 25, 1969 Our Job 68157 City of Newport Beach 3300 Newport Boulevard Newport Beach. Calif. 92660 Attention: Don W*bb RETAIN THIS COPY FOR YOUR RECORDS. 7 J $517.33 68157 R*fernee: Purchase Order 9675 Agreement for Engineering Services in connection with widening of Jamboree Road- work from August 5. 1969 to November 16, 1969: Total Amount of Contract $2.900.00: Total work to date $3.341.16 �� less blueprints, xerox & aerial photo's 4 3.21 .50 -_ Over -316.50 n96O.00 Previously billed - 2.349.12 90% of balance 550.88 $495.79 Blueprints 20.19 Xerox 1.35 r� `,l TOM AmouNT DUE....... $517.33 (/� I/�/:pVt A� O Lw 19 — 3 386. -0 T 2 WILLIAMSON AND SCHMID (714) 547.3986 PAID EY CHECK NO. STAT EM E.NT WILLIAMSM and SCHMID 1696 EAS* FIRST STREET SANTA ANA. CALIFORNIA 92701 (AREA CODE 714) 647 -6721 Augtwt S. 2969 our job lb, omm I- -1 City As 7o lart 8m 33M swepart saaiimmmoa Asrport 3WAcA. Cal3iA020 la 93M Lllttat tto wom x,.217.33 RETAIN THIS COPY FOR YOUR RECORDS. sox S 2369. 12 ..................�i2.13+t.21 atuepsiala ..................... ".07 76 !soot .......................... .80 Aerial B�otca ................. m`��. f. A 91cow mount on .............. 42.217.33 t WILLIAMSON wN0 BCHMIU (714) 647 -8721 - PAID ST CHECK NO. ��r -= Do CITY OF . NE1HF!! AN3�.iC WORKS p y �W rma 7•oc'/if -,� -- w.afhar ;J� _ ..ConlracMr `�•Q rG�ll "7 �"' - on Job Men on Job Nature, Q Locafion of Inspection f F a� if IWJF-71 Ti. AJ i 3T v^rTCH' - /3-70 - 41A7-ACAP rd OA � �- T SrH - �us� 6rjr rfANs� . ti Romark. Plaiu for N"t Day's Work ..��/ /7i`/ X44 C 7'Wle hVle F. G, Inspsefw's Signsfur� r.: �i� Nature, Quantity, and Location of osf= t,. T J3 T a! /! //V/0 Pfg !OR1 Atl&Al ,;0 &�� P014efl-i-T" .r:,vc ; !cI Rw"rkg F = :.:.Plans far. Next Days Wank e_ j - Y" �t t —0 E r Conlraetor� Opment on Job ZS_ >.. '..: .. J Job_ Nature, Qua" R r IV a4 -,OL 76 7-0 -1� �-144ip am ZZE Remarlm 0 ffAI2 -:0 A01;V^q d 7 9r -t e 6 I-OP, 14,ew ox P6ns for NW , DWs Ww k-- �Vof- . . . . . . . . ..... — 2.'7 -7a kdw !$.Signa iwe spe ❑ Pmllminor tests prior toe.ardorcontract. COUNTY OF ORANGE ROAD DEPARTMENT Id B WT. SAND RETAINEDLti Material Testing Seetien TEST NO. C— 3 / r p 3,.50 D FIELD NO. ® Control tests on materiels nctually entering into works. RELATIVE COMPACTION ` °NT "° aR Iw.O. OR 1i O.OR AMFP1 �3 — If contract, use contract item DATE REPTD. 76 PROJECT AGENCY L RESIDENT ENGINEER (INSPECTOR) Goo 6d.. .. CONTRACTOR P# -rc-O SEND REPORT TO: CONSTRUCTION El AGENCY ®. MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION- C04,5T N. w.v RT LT OF OL STA '17 r'-4- 521 REPRESENTING LIMITS TYPE MATERIAL - .4,9. DEPTH 102 TO l/9 " BELOW FINISHED GRADE DATF _4-Z -- 7 D TESTED BY: � o7i IN PLACE DENSITY A INITIAL WT. TEST SAND LAB__ B WT. SAND RETAINEDLti _- C WT. SAND 3,.50 D _USED _ TEST SAND_DENSITY 3 E _ VOLUME SAND USED F VOLUME CONE +RING DRY WT. — a G VOLUME TEST HOLE HIWT. EXC. SAMPLE +TARE L - I TARE WEIGHT -�,.- J WET T. C. SAMPLE -- K WET DENSITY IN PLACE WET DENSITY L DRY DENSITY IN PLACE_ METHOD A MOISTURE SAMPLE _ WET WT. FIELD LAB__ DRY WT. 3 4 `' MOIST. MI 4.qQ N SP. GR. ROCK WET WT. ROCK - DRY WT. ROCK__ WET WT. — a Q DRY WT. — a a TOTAL DRY WT. ", ROCK ,1 % MOISTURE CONDITION OF MOLD - - _ CORR.MAX.DENSITY REMARKS: Test Method Calif. 216 -F • rr ^bcAC�� B- 140 y METHOD A i� B ❑ SUMMARY RECORD WHOLE NUMBERS N OPT. PLACE DENSITY h; MOISTURE RC = % TENT. RC = % SPECIFICATION: NL_% WILL BE MADE AT END OF MONTH By RESIDENT ENGINEER (CITY ENGR.) MATERIALS EN°IN R 1301 t -83.1 RELATIVE COMPACTION j MAXIMUM DENSITY RATHOLE DATA MOLD N0. 1 PL4 C, C.2 3 4 01 INITIAL WT. SPECIMEN cj Qp P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. a R ,1 % MOISTURE CONDITION OF MOLD - - S - -�. HT. COMPACTED SPECIMEN /.O 1 /O. ZZ- -- * WET DENSITY V DRY DENSITY / .7 CO NV. FACTOR =0.592 FACTOR x Q = /410, >¢ VOLUMES, C.F. C= A— B E= C+ D UNIT CONE +UNIT G =E - F K = J =G CONE - L= K_(100 -, +N) Q= 0_(100 % +N) SM. RING .014_3 .1810 R = (P -Q) - Q V = FACTOR x Q- S LG. RING .0302 1 .1969 REMARKS: Test Method Calif. 216 -F • rr ^bcAC�� B- 140 y METHOD A i� B ❑ SUMMARY RECORD WHOLE NUMBERS N OPT. PLACE DENSITY h; MOISTURE RC = % TENT. RC = % SPECIFICATION: NL_% WILL BE MADE AT END OF MONTH By RESIDENT ENGINEER (CITY ENGR.) MATERIALS EN°IN R 1301 t -83.1 RELATIVE COMPACTION j ❑ Preliminv tests prior COUNTY OF ORANGE to award o contract. • ROAD DEPARTMENT Material Testing Section TEST NO. C- FIELD NO. m Control tests °° RELATIVE COMPACTION f ° °' °R P 0, OR AHpp) entering netually y� 41 anferinp info works. DATE REPTD. • If contract, use contract item PROJECT C— AGENCY C1 w[tre DwO i RESIDEN14ENGINEER (INSPECTOR) CdNTRACTOR P*rc.o SEND REPORT TO: CONSTRUCTION ❑ , GErsicv Q MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION f OAaST r,0.»V RT LT OF CL STA REPRESENTING LIMITS TYPE MATERIAL AAA- DEPT1�H � .O. TO /D BELOW FINISHED GRADE � DATE :Z --r -'7 ID TESTED BY: IP"n: IN PLACE DENSITY A INITIAL WT. TEST SAND p S B WT. SAND RETAINED -�2 2 C WT. SAND USED — D TEST SAND DENSITY / E VOLUME SAND USED WET WT. — e F _ VOLUME CO NE; RING /Ri2Q G VOLUME TEST HOLE 'r HIWT. EXC. SAMPLE I TARE WEIGHT am -,_ J WET WT. EXC. SAMPLE #i4is- , LK WET DENSITY IN PLACE_ L DRY DENSITY IN PLACE _ METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET VJT. 1 2 DRY WT. 4 — MOIST. M N SP. GR. ROCK WET WT. ROCK -p— DRY WT. ROCK WET WT. — e WET WT. AT COMPACTION DRY WT. — n3 TOTAL DRY WT. % ROCK DRY WT. COMP. SPEC. CORR. MAX .DENSITY REMARKS: Test Method Calif. 276•F i • i B- 140 r METHOD A ®' B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE p p RC =- 1_—.___ TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH a By �[!/ �[�fF/OwG,t 1 RESIDENT ENGINEER (CITY ENGR.) MATERIALS ENGI ER t .. Hall -es.l RELATIVE COMPACTION - -_� - MAXIMUM DENSITY RATHOLE DATA MOLD N0. 1 2 3 4 O INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S _ HT. COMPACTED SPECIMEN T WET DENSITY VI DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C= D UNIT CONE +UNIT G= E- F K= J+ G CONE .1667 - L =K +(100`:. +N) Q =O +(100 17,+N) SM. RING .014_3 .1810 R = (P -Q) . Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 276•F i • i B- 140 r METHOD A ®' B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE p p RC =- 1_—.___ TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH a By �[!/ �[�fF/OwG,t 1 RESIDENT ENGINEER (CITY ENGR.) MATERIALS ENGI ER t .. Hall -es.l RELATIVE COMPACTION - -_� - b Preliminary tests COUNTY OF ORANGE INITIAL WT. TEST SAND prior 1 to award of contract. B WT. SAND RETAINED 7 ROAD DEPARTMENT If %Q S Material Testing Section TEST NO. H� C. — 3P) 0/s-3 E Control tests on RELATIVE COMPACTION O3 R ""b"' (P.O. F; .00R AN1F materials actually G VOLUME TEST HOLE entering into works. ! H DATE REPT D. ! • {f contract, use contract item ! PROJECT C- AGENCY -A/ _- LJ ?o.ZT RESIDENT ENGINEER (INSPECTOR) CONTRACTOR P-& T-? o SEND REPORT TO: CONSTRUCTION ❑ AocersiC11f MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION C .., a � 14 W _ DRY DENSITY IN PLACE RT LT OF q, STA REPRESENTING LIMITS TYPE MATERIAL 4•B • DEPTH ,ern TO a BELOW FINISHED GRADE ! DATE '_I_-20 TESTED BY: �� �-7�2_ IN PLACE DENSITY A INITIAL WT. TEST SAND aS B WT. SAND RETAINED 7 C _ WT. SAND USED_�3 S D TEST SAND DENSITY 0/s-3 E _ VOLUME SAND USED TOTAL DRY WT. F VOLUME CONE + RING -1 1/.Ria G VOLUME TEST HOLE , H WT. EXC. SAMPLE +TARE y S-- I TARE WEIGHT .31_- J WET WT. EXC. SAMPLE^ K WET DENSITY IN PLACE /Alp--Oct L _ DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE �- FIELD LA8 WET WT. - --{-- 0� - _-' -- DRY WT`86a. MOIST. --LM N SP. GR. ROCK 2 WET WT. ROCK ..�- DRY WT. ROCK INITIAL WT. SPECIMEN WE WT. - e DRY WT. - 33 TOTAL DRY WT. WET WT. AT COMPACTION % ROCK CORR.MAX.DENSITY REMARKS: I Test Method Calif. 216 -F I a� 1140 y METHOD A {o B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE RC = TENT. RC = % SPECIFICATION: NL_ %a ❑ BILLING WILL BE MADE AT END OF MONTH RESIDENT ENGINEER (CITY ENGRJ MATERIALS EN G ER F301143.1 RELATIVE COMPACTION MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 1 4 O INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE _ CONDITION OF MOLD__ _ COMPACTED SPECIMEN - _ T WET DENSITY VI DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C+ D I UNIT CONE +UNIT G =E - F K =J +G CONE _.1667 1 - L =K +(100- +N) Q =O+ (1007 „ +N) SM. RING .0143 1 .1810 R = (P -Q) + Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: I Test Method Calif. 216 -F I a� 1140 y METHOD A {o B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE RC = TENT. RC = % SPECIFICATION: NL_ %a ❑ BILLING WILL BE MADE AT END OF MONTH RESIDENT ENGINEER (CITY ENGRJ MATERIALS EN G ER F301143.1 RELATIVE COMPACTION 1 ❑ Preliminary tests prior COUNTY OF ORANGE _ INITIAL WT. TEST SAND to sword of contract. ROAD DEPARTMENT NO. N Material Testing Section TEST C— X019 - D FIELD -NO. g teals al RELATIVE COMPACTION W.O. OR NO. OR P.O. R P materials matsrialz actually F entering into works. .� VOLUME TEST HOLE • I contract, use contract item - DATE KEPT . PROJECT_ C- / /�� AGENCY ' `ONTRACTOR - A - RESIDENT ENGINEER (INSPECTOR) TTi-_U SEND REPORT TO: CONSTRUCTION 11 AGENCY ❑ MAINTENANCE ❑ SUBO. E) PERMITS E) LOCATION l'��TT //�<.�l /j /, RT LT OF rL STA —'- REPRESENTING LIMITS TYPE MATERIAL _N -S- DE PTjH, �>' TO -. 2-S7 BELOW FINISHED GRADE DATE - TESTED BY: /d. IN PLACE DENSITY A _ INITIAL WT. TEST SAND S B WT. SAND RETAINED N C WT. SAND USED WET WT. ROCK D TEST SAND_DENSITY s i - ,- E VOLUME SAND US_ ED - _ ,_� F VOLUME CONE + RING G VOLUME TEST HOLE / HIWT. EXC. SMAPLE I TARE WEIGHT _ .��-- .1 WET WT. EXC. SAMPLE .Od K WET DENSITY IN PLACE ___ /j /, L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE -�_ — FIELD LAB WET WT.— _— ___ —_— DRY WT. MOIST. tM. N SP. GR. ROCK 4 WET WT. ROCK INITIAL WT. SPECIMEN DRY WT. ROCK 2,400 WET WT. - 3 a DRY WT...- a WET WT. AT COMPACTION TOTAL DRY WT. `, ROCK CORR.MAX. DENS] TY DRY WT. COMP. SPEC._ REMARKS: Test Method Calif. 216 -F ". %J/ i it I B- 140 METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /3/ / a MOISTURE IX RC = % TENT. RC = % SPECIFICATION: NL_% oil l G WILL BE MADE AT END OF MONTH W e a 0 Y ,•�> RESIDENT ENGINEER (CITY ENGR.) MATERIALS VEER r301143.1 RELATIVE COMPACTION MAXIMUM DENSITY RATHOLE DATA -2A P 3 4 01 INITIAL WT. SPECIMEN 2- 406 2,400 P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC._ R % MOISTURE _ CONDITION OF MOLD _j 6 S HT. COMPACTED SPECIMEN /d. T WET DENSITY 9 fg. 1 V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT GONE +UNIT G =E - F K = J +G CONE .1667 - L= K=(t 00" +N) Q =O= (100 % +N) SM. RING .0143 A810 R = (P -Q) = Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F ". %J/ i it I B- 140 METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /3/ / a MOISTURE IX RC = % TENT. RC = % SPECIFICATION: NL_% oil l G WILL BE MADE AT END OF MONTH W e a 0 Y ,•�> RESIDENT ENGINEER (CITY ENGR.) MATERIALS VEER r301143.1 RELATIVE COMPACTION " ❑ Preliminary tests prior COUNTY OF ORANGE to award a1 contract. ROAD DEPARTMENT _ Material Testing Section TEST NO. C- FIELD NO. ® Control taste on RELATIVE COMPACTION (OOTOR P.O. OR AHFPt materlalti oclUally A d� entering into works. • DATE REP r If contract, use contract item PROJECT C - AGENCY- RESIDENT ENGINEER (INSPECTOR) ONTRACTOR /tic =0 SEND REPORT TO: CONSTRUCTION ❑ AGENCY 0 MAINTENANCE ❑ SUBO. ❑ PERMITS ❑ LOCATION _i9/✓ �O�S7 /�GJ %f .RT LT OF STA REPRESENTING LIMITS TYPE MATERIAL- d15 DEPTH TO �S� BELOW FINISHED GRADE DATE- 2-3 /- %U TESTED BY: ef�- IN PLACE DENSITY A _ INITIAL WT. TEST SAND LA8 B WT. SAND RETAINED _ ,�_ ' C WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND_ DENSITY____ N E VOLUME SAND USED WET WT. ROCK F _ VOLUME CONE + RING G VOLUME TEST HOLE 3 6 H WT. EXC. SAMPLE + TARE I TARE WEIGHT /o J WET WT. EXC. SAMPLE / K WET DENSITY IN PLACE CONDITION OF MOLD L _ DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LA8 WET WT. 3 DRY WT. 01 INITIAL WT. SPECIMEN ", MOIST. M N SP. GR. ROCK P WET WT. ROCK DRY WT. ROCK WET WT. - 3 Q DRY WT. - e TOTAL DRY WT. a ROCK R CORR.MAX.DENSITY 'FI�L1J REMARKS: lest Method Calif. 216+ • i B- A METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY IZ MOISTURE A� /D 0 t RC = 95 TENT. RC = % Hf�P�ITyOA,' SPECIFICATION: NL —% X41 19"IA? BILLING WILL BE MADE AT END OF MONTH RESIDENT ENGINEER (CITY ENGR.) MATERIALS ENGfJgEER F3011.83.1 RELATIVE COMPACTION (/ i i i i MAXIMUM DENSITY RATHOLE DATA • MOLD NO. 3 4 01 INITIAL WT. SPECIMEN 4O0 P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE 'FI�L1J ^3.rj /e _ CONDITION OF MOLD O £ S/y day S _ HT. COMPACTED SPECIMEN .7 p, -] T WET DENSITY 1 1115. V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C -: D I UNIT CONE UNIT G =E - F K = J _ G CONE - L = K + (100 -1 +N) Q = 0 _ (100 %, + N) SM. RING _.1667 .0143 .1610 R = (P —Q) _ Q V = FACTOR x Q + S LG. RING 0302 .1969 REMARKS: lest Method Calif. 216+ • i B- A METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY IZ MOISTURE A� /D 0 t RC = 95 TENT. RC = % Hf�P�ITyOA,' SPECIFICATION: NL —% X41 19"IA? BILLING WILL BE MADE AT END OF MONTH RESIDENT ENGINEER (CITY ENGR.) MATERIALS ENGfJgEER F3011.83.1 RELATIVE COMPACTION (/ i i i i ❑ Preliminary tests Prior COUNTY OF ORANGE WT. SAND RETAINED to award of contract. • ROAD DEPARTMENT • 70 2t�?• .Z S Material Testing Section TEST NO. C — O E FIELD NO: - -` %` ®Control tests on RELATIVE COMPACTION WET WT. ROCK G VOLUME TEST HOLE w ,TOR o Oq AHFPI materials actually IWT. EXC. S +TARE DRY WT. - a I TARE WEIGHT 7 y, entering into works. I. K L • If contract, 64 contract item DATE REPTD. PROJECT e45 7- ,'14W A.., . AU�ENCY.. G / RESIDENT ENGINEER (INSPECTOR) 8131111o.1/ CONTRACTOR 7:• "•� SEND REPORT TO: CONSTRUCTION ❑ AGENCY ® MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION tom' -•�f 92 /E.P FIT LT OF (L STA 7r REPRESENTING LIMITS CONV. FACTOR =0.592 FACTOR x Q = TYPE MATERIAL DEPTH / % TOL �� BELOW FINISHED GRADE DATE 2-22-26 TESTED BY: UNIT CONE +UNIT IN PLACE DENSITY A INIT_ IAL WT. TEST SAND - B WT. SAND RETAINED LAB C WT. SAND USED 2t�?• .Z S D TEST SAND TY O E _DENSI VOLUME SAND USED N F VOLUME CONE + RING WET WT. ROCK G VOLUME TEST HOLE ) (a 5 HAMPLE IWT. EXC. S +TARE DRY WT. - a I TARE WEIGHT J WET WT. EXC. SAMPLE --t3 K L WET DENSITY IN PLACE -- DRY DENSITY IN PLACE --1a:- METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. likk J DRY WT. 4 O MOIST_ I M� —J N SP. GR. ROCK WET WT. ROCK WET WT. AT COMPACTION DRY WT. ROCK a WET WT. -- .' DRY WT. - a _ DRY WT. COMP. SPEC. TOTAL DRY WT. ROCK __ CORR.MAX.OENSITY %MOISTURE CONDITION OF MOLD HT. COMPACTED SPECIMEN REMARKS: Test Method Calif. 216•F c� tJFV��o�P� \E.I 1140 C rani ■ion soon ■S�01I Al1•01I C��I ' ■1 on1 METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 2 MOISTURE RC= TENT. RC = % SPECIFICATION: NL_% NG WILL BE MADE AT END OF MONTH By .,a RESIDENT ENGINEER (CITY ENGR.) MATERIALS EyfNEER 1301143.1 RELATIVE COMPACTION . MAXIMUM DENSITY RATHOLE DATA 0� MOLD N0. likk 3 4 O INITIAL WT. SPECIMEN Z ZS.s� P WET WT. AT COMPACTION 2 q p D a Q _ DRY WT. COMP. SPEC. R S %MOISTURE CONDITION OF MOLD HT. COMPACTED SPECIMEN T WET DENSITY G G VI DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C- D UNIT CONE +UNIT G =E - F K =J =G CONE - L = K - (100-,; +N) Q = 0 + (100 �; + N) SM. RING .0143 .1810 R = (P -Q) - Q V = FACTOR x Q . S LG. RING 1 .0302 1 .1969 REMARKS: Test Method Calif. 216•F c� tJFV��o�P� \E.I 1140 C rani ■ion soon ■S�01I Al1•01I C��I ' ■1 on1 METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 2 MOISTURE RC= TENT. RC = % SPECIFICATION: NL_% NG WILL BE MADE AT END OF MONTH By .,a RESIDENT ENGINEER (CITY ENGR.) MATERIALS EyfNEER 1301143.1 RELATIVE COMPACTION . ❑Preliminary tests prior to aword at contract. • Control tests on zi materiels actually entering into works. COUNTY OF ORANGE ROAD DEPARTMENT • Material Testing Sectiea FIELD C- /0�5 FIElO N — O� RELATIVE COMPACTION w OTOR P.OROR AHFPI • — — If contract, use con DATE REPTO. troct.ttem PROJECT ra41S7' +. iIK _ AGENCY C- /Alz�e. PeOtx'T CC AC.Fd RESIDENT ENGINEER (INSPECTOR) k? /X 5 --4z CONTRACTOR PA ZIL C2 SEND REPORT TO: CONSTRUCTION ❑ OUTAGEXW SIDE ® MAINTENANCE ❑ SUBO. C1 PERMITS El LOCATION. r'c�Arr -itri Knor'cE .J!/ RT LT OF (L STA REPRESENTING LIMITS 1 TYPE MATERIAL —7—.4 DEPTH 4�;; TO ' -T BELOW FINISHED GRADE DATE _3 - 2,. - `> TESTED BY: IN PLACE DENSITY A _ INITIAL WT. TEST SAND LAB B WT. SAND RETAINED N C WT. SAND USED ain.l -:�� D TEST SAND DE_NSfTY_ g/� E F _ VOLUME SAND USED_ VOLUME CONE + RING 13 G VOLUME TEST HOLE H WT. EXC. SAMPLE +TARE �' I TARE WEIGHT , J WET WT. EXC. SAMPLE R K WET DENSITY IN PLACE _ t (, SOL L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE + I FIELD LAB WET WT. DRY WT. MOIST. -� M N SP. GR. ROCK 4 WET WT. ROCK INITIAL WT. SPECIMEN DRY WT. ROCK WET WT, DRY WT, sT - d WET WT. AT COMPACTION TOTAL DRY WT. 'Y, ROCK CORR.MAX.DENSITY _ DRY WT. COMP. SPEC. REMARKS: Test Method Calif. 216 -F I i B- 140 I METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT'. PLACE DENSITY. MOISTURE � gO Ou r Rc = 99 TENT. RC = % SPECIFICATION: NL_% BILLING WILL BE MADE AT END OF MONTH i J i 9 i �I 1�. I i BY�sJ MATERIALS ENGINEER RESIDENT ENGINEER (CITY ENGR ) .301,_,3.1 RELATIVE 4 COMPACTION MAXIMUM DENSITY RATHOLE DATA Is MOLD Nz7 C, C. 1 C,C. 2 3 1 4 O INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q _ DRY WT. COMP. SPEC. R %MOISTURE ' — CONDITION OF MOLD__ Q� BI!. s /uncYer S HT. COMPACTED SPECIMEN , p T WET DENSITY /4.0. ' /4e1. V ) DRY DENSITY I ' CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- 8 E= C- D UNIT CONE +UNIT G =E - F K = J - G CONE .1667 - L= K +(IDOT: +N) Q =0 +(100'7, +N) ; ING..�-_0143 .1810 R = (P -Q) _ Q V = FACTOR x Q.s S,• LGF RING .0302. .1969 REMARKS: Test Method Calif. 216 -F I i B- 140 I METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT'. PLACE DENSITY. MOISTURE � gO Ou r Rc = 99 TENT. RC = % SPECIFICATION: NL_% BILLING WILL BE MADE AT END OF MONTH i J i 9 i �I 1�. I i BY�sJ MATERIALS ENGINEER RESIDENT ENGINEER (CITY ENGR ) .301,_,3.1 RELATIVE 4 COMPACTION Preliminar testa P' COUNTY OF ORANGE y nor to award of contract. • ROAD DEPARTMENT • 70 �•1 Material Testing Section TEST NO. C— ,P S FIELD NO. p caNT. NO.OR � � - Rif Control Wefts on IW.O. OR P.O. OR AHFPJ CV materials actually RELATIVE COMPACTION entering into works. J`�"'� i .'?�' ) C. DATE REPTD. a7— 70 If contract, use contract item 1.. PROJECT _C-DA-ST .CL k9 G- /! S AGENCY C-/iYE e..1 OD A> r .rcc. 1 RESIDENT ENGINEER (INSPECTOR) Zejrj W i. ONTRACTOR P- -4iC. n SEND REPORT TO: CONSTRUCTION ❑ ni cerscv ® MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION r.C�N'LfV , /7" An X�'E 6 °'Z._ RT LT OF 4, STA 2 AR 2 REPRESENTING LIMITS 1 ' TYPE MATERIAL ' / DEPTH ;72 TO BELOW FINISHED GRADE DATE TESTED BY: e IN PLACE DENSITY A _ INITIAL WT. TEST SAND LAB B WT. SAND RETAINED / C1 — WT. SAND USED p.;) D TEST SAN D_OENSITY' s'� El VOLUME SAND USED WET WT. ROCK F VOLUME CONE +RING G -VOLUME TEST HOLE DRY WT. - i H WT. EXC. SAMPLE + TgRE ,� — I TARE WEIGHT CORR.MAX. DENSITY J WET WT. EXC. SAMPLE ( — K WET DENSITY IN PLACE L _ DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE FIELD LAB WET WT. 3 _ 4 DRY WT. INITIAL WT. SPECIMEN p.;) i MOIST. M I N SP. GR. ROCK WET WT, AT COMPACTION WET WT. ROCK DRY F. ROCK WET WT. - DRY WT. COMP. SPEC. DRY WT. - i TOTAL DRY WT. %, ROCK % MOISTURE CORR.MAX. DENSITY MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 M 2 yvip 3 _ 4 INITIAL WT. SPECIMEN p.;) -0 P WET WT, AT COMPACTION .od Q DRY WT. COMP. SPEC. R % MOISTURE - CONDITION OF MOLD___ GfoSG S T. COMPACTED SPECIMEN i mil] T WET DENSITY I V1 DRY DENSITY ' CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E - F K = J > G CONE - L = K (100":: +N) Q = 0 -r (100 %, + N) SM. RING .01 _.16q02�T9—:69�: R = (P -Q) _ Q V = FACTOR x Q _ S LG. RING 03 REMARKS: Test Method Calif. 216 -F • B- 140 y METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY t` MOISTURE ° o RC = 90? % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH ,j BY r) L 'agpW O✓s 8y B�' l RESIDENT ENGINEER (CITY ENGR.) MATERIALS ENGINEER .,011_,3.1 RELATIVE COMPACTION u x n R. Q ki i m 0 -I Zoe 0 fn m cn z l�l CO 0-d rr M 1� a 3 9 INII�1 � I� I� INq�Aq�ll� All III, m b� IN i �II��I�NI i m 0 -I Zoe 0 fn m cn z l�l CO 0-d rr M 1� a 3 9 m0-1 zo- 041;; 2;0 ri mD m c-) ;o -i�(n z wo -Arp- <> Ezh m m D p1 Z U) c 3 D .Z7 -G 0 502 JASMINE CORONA DEL MAR CALIFORNIA 92625 Naroh 20, 1970 ~ A r City of Newport Beach Office of the City.Clerk W ° a w 5500 Rest Newport Blvd* Newport Neash, California w Re$ Contrast 6.U05. ?&sifts Coast & Jamboree a� Gent lemon. a This is to savise that Paton Construction bas been granted a supplemental soalraeter lieense in the slassifloation 5C.39 for Highway Improvements and Parking lot Isprovements, effeotive immediately.• This is & mores honsive license than the C42 wader whioh we applied for the &bows awarded seala tract• we felt that this letter should be ands a part of the original sontrast file tbrmouuogh yomr of flee and Is lleonsso No* 956869 Our fiemains sthe some AM 0"096 both above.montionsd types of work• okarttfiteirois� ient to the p»blio wrls deppsrtm norhirflo PXA ✓ eot Pnblie Works Dept Tory truly yowa, PATCO CONSTRUCTION. trisia Nobns. Partasp 0 502 JASMINE CORONA DEL MAR CALIFORNIA 92625 WORK SCH ®IILE PACIFIC COAST HIGHWAY & JAMBOREE ROAD CITY OF NEWPORT BEACH - CONTRACT C1105 2) Sawcut join 3) Excavate A. C. removals 5 8 Lower manholes & water valve boxes Excavate earth 6). Compact subgrade 7) Place aggregate base Week March 30 - April 4 3) Compact subgrade 2) Place aggregate base 3) True ditches 4) Place A. Co Week A ril 6.11 omp ete all stripe removals 2 Facilitate Highway Department re- striping 3 Smith Electric move -in 4 Break out existing island week A r11 13.18 $iat ccomplete underground 2) Smith install new equipment Week April 20.25 ----11 Reset manholes & valve boxes 2 Construct new monolithic island 3) Repave old island area Patch around manholes & valve boxes Pave ditches flDress slopes and ditches Finish roadway Submitted by — 4' Frank o u , Partner Distribution on V_bb, City Newport Beach Pat Dunnigan, City Newport Beach Don Robinson, City Newport Beach Al Huesby, California Highway Department i A CERTIFICATE OF INSURANCE #13 �� � A GENERAL BUIL PHILADELPHIA, PA. 19105 GENERAL ACCIDENT THE C q FIRE & LIFE ❑ PENNSYLVANIA AL RE RPOTOMAC ASSURANCE INSURANC INSURANCE COMPANY ❑ INSURCSO RP AT ON, This is to certify to: CITY OF NEWPORT BEACH 3300 W NEWPORT BEACH Address NEWPORT BEACH, CALIP0RNIA that the company indicated above by the letter X has issued the followingcribed policies: Name of Insured PATM CONM=TIDN 502 JASMINE Address CORONA DEL MAR. CALIFU)BI(IA POLICY NUMBER KIND OF INSURANCE LIMITS - - EFFECTIVE DATE EXPIRATION DATE • Workmen's Compensation and Employers' Liability • Public Liability Each Person Each Occurrence Aggregate GLA 39- 089 -03 Bodily Injury $ 250 ,000. $ 500,000. $ 500,000. 5 -1 -70 5 -1 -71 Property Damage x x x x $ 100,000. $- 100000, * Automobile Liability GLA 39- 089 -03 Bodily Injury $ 250 5000. $ 5005000. x x x x 5 -1 -70 5 -1 -71 Property Damage x x x x $ 100 000, x x x x * Form Amount Burglary $ * Plate Glass "Absence of an entry in these spaces means that insurance is not afforded with respect to the coverages opposite thereto. "Policy is effective and expires at 12:01 A.M„ standard time at the address of the named insured as stated herein. Description of Operations Covered: PACIFIC COAST HIGHWAY WIDENING AT JAMBOREE ROAD IT IS UNDERSTOOD AND AGREED THAT THE POLICY TO WHICH THIS CERTIFICATE REFERS TO MAY NOT BE CANCELLED9 MATERIALLY CHANGEDit NOR THE POLICY ALLOWED TO LAPSE UNTIL (10) TEN DAYS AFTER RECEIPT BY THE CITY CLERK OF THE CITY OF NEWPORT BEACHo CITY HALLS NEWPORT BEACHv CALIFORNIA9 OF A REGISTERED WRM'TEN.NOTICE OF CANCELLA- TI1DN OR REDACTION IN COVERAGE. This Certificate of Insurance neither affirmatively nor negatively amends, extends or alters the coverage afforded by the policy orpolicies described herein, and is issued subject to the exclusions, conditions and other terms of the insurance afforded under the policy or policies hereinbefore mentioned. Issued of LOS ANGELES, CALIF- o Date 4 -24 -70 SO CALIF BR A#aij`s�td Ago it FORM G•4142 REV. 9/69 PACIFIC COAST HIGHWAY WIDENING AT JAMBOREE ROAD CONTRACT NO. C1105 PROPOSAL To the City Council City of Newport Beach 3300 West Newport Boulevard Newport Beach, California 92660 Gentlemen: The undersigned declares that he has carefully examined the location of the work, has read the Notice Inviting Bids, has examined the Plans and Special Provisions, and hereby proposes to furnish all materials and do all the work required to complete Contract No. C1105 in accordance with the Plans and Specifications, and will take in full payment therefor the following unit prices for each item complete in place, to wit: Item Quantity Item Description Unit Total 1 No, and Unit Unit Price Written in Words Price Price 1. Lump Sum `. Clearing and Grubbing @ Three Thousand Twenty SixDollars and Cents Lump Sum $ $ 3026.00 2. 1,200 Tons Aggregate Base @ Three Dollars and Eighty -six Cents $ 3.86 S Per Ton 3. 350 Tons Asphalt Concrete Type B @ Nine Dollars and Sixty -seven Cents 9.67 3384.50 Per Ton Patco Construction d::oposai 2 o; 3 Item Quantity Item, Description Unit Total No. and Unit Unit Price Written in Words Price Price 4 Lump Sum Construct Traffic Island @ _Three Hundred Fifty Dollars and Cents Lump Sum $ L.S. $ 350.00 5. 2 Ea. Adjust Frame and Cover to Grade @ One Hundred Fifty Dollars and Cents Each $ 150.00 $ 300.00. 6. 2 Ea. Adjust Gate Valve Cover & Riser to Grade @ Fifty dnllars Dollars and Cents Each $ 5n_n0 $ lnn_nn { 7. 2,500 L.F. Remove Existing Painted Traffic Striping @ Dollars and Ten cents Cents $ .10 $ 250.00 Per Lineal Foot 8. 440 L.F. Remove Existing Thermo- Plastic Traffic Striping @ Dollars and Twenty Cents -- _E�ggy -eak - -- Cents Per Lineal Foot $ .20 $ 88.00 9. 17 Ea. Remove Existing Thermo - Plastic Traffic Letters @ Ten dollars Dollars and Cents Each $ 10.00 $ 170.00 10. Lump Sum Modify, Relocate and Improve Existing Traffic Signal System @ Six thousand Dollars and Two hundred dollars Cents Lump Sum $ L.S. M. �.Qposa� 3 of 3 .TOTAL PRICE WRITTEN IN WORDS TOTAL —Eighteen thousand five hundred — Dollars and fifty cents Cents 18,500-50 Patco Construction bUZ Jasmine Corona del Mar 549-0017 Page 2 ALL BIDS ARE TO BE COMPUTED ON THE BASIS OF THE GIVEN ESTIMATED QUANTITIES OF WORKS AS INDICATED IN THIS PROPOSAL, TIMES THE UNIT PRICE AS SUBMITTED BY THE BIDDER. IN CASE OF A DISCREPANCY BETWEEN WORDS AND FIGURES, THE WORDS SHALL PREVAIL. IN CASE OF AN ERROR IN THE EXTENSION OF A UNIT PRICE., THE CORRECTED EXTENSION SHALL BE CALCULATED AND THE BIDS WILL BE COMPUTED AS INDICATED ABOVE AND COMPARED ON THE BASIS Of TME•CORRECTED TOTALS. THE ESTIMATED QUANTITIES OF WORK INDICATED IN THIS PROPOSAL ARE APPROXIMATE ONLY BEING GIVEN SOLELY AS A BASIS FOR COMPARISON OF 0103. THE UNDERSIGNED HAS CHECKED CAREFULLY ALL OF THE ABOVE FIGURES AND UNDERSTANDS THAT THE CITY WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS ON THE PART OF THE UNDERSIGNED IN MAKING UP THIS BID. THE UNDERSIGNED AGREES THAT IN CASE OF DEFAULT IN EXECUTING THE REQUIRED CONTRACT WITH NECESSARY BONDS WITHIN TEN (10) DAYS NOT INCLUDING SUNDAYS AFTER HAVING RECEIVED NOTICE THAT THE CONTRACT IS READY FOR SIGNATURES THE PROCEEDS OF CHECK OR BOND A000MPANT- ING THIS BID SHALL BECOME THE PROPERTY Of THE CITY OF NEWPORT BEACH. LICENSED IN ACCORDANCE WITH THE STATUTES OF THE STATE OF CALIFORNIA 'PROVIDING FOR OTNE REGISTRATION OF CONTRACTORS LICENSE N0. 256556 CLASSIF,CATISN C-12 ACCOMPANYING THIS PROPOSAL IS kCASHp CERTIFIED CHECK., CASMIER13 CHECK OR IN AN AMOUNT NOT LESS THAN 10 PERCENT OF THE TOTAL BID PRICE. ' THE UNDERSIGNED 18 AWARE OF THE PROVISIONS Of SECTION 3700 OF THE LABOR CODE WHICH REQUIRE EVERY EMPLOYER TO BE INSURED AGAINST LIABILITY FOR WORKMENl3 COMPENSATION OR TO UNDERTAKE SELF - INSURANCE IN ACCORDANCE WITH THE PROVISIONS Of THAT COOEj AMC AGREES TO COMPLY WITH SUCH PROVISIONS BEFORE COMMENCING THE PERFORMANCE OF THE WORK OF THIS CONTRACT• 549 -0017 PHONE NUMBER Feb. 17, 1970 DATE I � (502 Jasmine, CDM 92625) PATCO CONSTRUCTION tDOER'S NAME (SEAL) /s/ Frank H. Mobus AUTHORIZED SIGNATURE /s/ Patricia M. Mobus _ AUTHORIZED SIGNATURE Co- partnership _ TYPE OF ORGANIZATION '(I'NDIVIDUAL, CORPORATIONS CO- PARTNERSNIP) LIST BELOW NAMES OF PRESIDENTS SECRETARTp 'TREASURER AND MANAQER IF A CORPORATION AND NAMES OF ALL CO- PARTNERS IF A CO�-PARTNERSMIPI , Frank H. Mobus Patricia M. Mobus DESIGNATION OF SUBCONTRACTORS PAS 3 THE UNDERSIGNED CERTIFIES THAT HE HAS UOtD.TME SUB -BIOS OF THE FOLLOWING LISTED CONTRACTORS IN MAKING UP HIS BID.AND THAT THE SUB - CONTRACTORS LISTED WILL BE USED FOR THE WORK FOR WHICH'THEY BIDS SUBJECT TO THE APPROVAL Of THE CITY ENGINEERS AND IN ACCORDANCE.MITH THE APPLICABLE PROVISIONS OF THE SPECIFICATIONS. NO CHANGE MAY BE MADE IN THESE SUB - CONTRACTORS EXCEPT UPON .'THE PRIOR APPROVAL OF THE ENGINEER. ITEM OF WORK SUB - CONTRACTOR ADDRESS 1. Item 10 - Smith Electric Supply, 10792 Knott, Stanton 90680 . 2• 3• 5• 6. 8 d Igo i 3 II• 1 I2• Patco Construction 81 omlR NAME Frank H Mob s AUTHORISED StONATURE Co- PirtnershiD TMC OF OROARIIATtON:: (INDIVIDUALS COQPARTNERSMIP OR CORP) 502 Jasmine Corona del Mar, 92625 ADDRESS KNOW ALL MEN BY THESE PRESENTS, THAT WE, PATCO CONSTRUCTION , AS PRINCIPAL, - AND INSURANCE COMPANY OF NORTH AMERICA , AS SURETY, ARE HELD AND FIRMIYBOUNO UNTO THE CITY OF NEWPORT BEACH, CALIFORNIA, IN THE SUM OF Three Thousand and No/100 -------- DOLLARS 3,000.00 �, LAWFUL MONEY OF THE UNITED STATES FOR THE PAYMENT OF WHICH SUM WELL AND TRULY TO BE MADE, WE BIND OURSELVES, - JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENTS. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH, THAT IF THE PROPOSAL OF THE ABOVE BOUNDEN PRINCIPAL. FOR THE CONSTRUCTION OF - Pacific Coast Highway Widening at Jamboree Road - Contract #C -1105 IN THE CITY OF NEWPORT BEACH, 13 ACCEPTED BY -YHE CITY COUNCIL OK SAID CITY, AND IF THE ABOVE BOUNDEN. PRINCIPAL SHALL DULY ENTER INTO AND EXECUTE A CONTRACT FOR SUCH CON3TRUC- TIGN AND SMALL TEN DAYS (NOT LX�I� %E DELIVER INCLUORN6 SATURDAYS DESCRIBED )_ IN THE "NOTICE OF THE NO BIDS" WITH MAIL111%. OF A,NOTICE TO THE ABOVE BOUNDEN PRINCIPAL. BY. AND FROM SAID CITY OF NEWPORT BEACH THAT SAID CONTRACT IS READY FOR EXECUTION, THEN THIS OBLIGATION SHALL BECOME NULL AND VOID; OTHERWISE IT BE AND REM&AW IN FULL FORCE AND EFFECT, AND THE AMOUNT SPECIFIED HEREIN.SHALL BE FORFEITED TO THE SAID CITY. IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED.EXECUTED THIS BOND AS AN INDIVIDUAL, IT IS AGREED THAT THE DEATH OF ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FRO" .ITS OBLIGATIONS UNDER THIS BOND. IN WITNESS WHEREOF, WE HEREUNTO SET *UR HANDS AND 'SEALS THIS 17th ' DAY OF February 19 -jQ_. CORPORATE SEAL (.IF CORPORATION,) ATTACH ACKNOWLEDGEMENT OF ATTORNEY IN FACT)- PATCO CONSTRUCTION PRINCIPAL _ /s/ Patricia M. Mobus Co- partner. PAGE g LABOR AND MATERIAL BOND KNOW ALL'MEN BY THESE PRESENTS, THAT WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACHS STATE OF CALIFORNIA BY MOTION ADOPTED February 24, 1970 HAS AWARDED TO PATCO CONSTRUCTION , HEREINAFTER DESIGNATED AS THE "PRINCIPAL ", A CONTRACT FOR PACIFIC COAST HIGHWAY WIDENING AT JAMBOREE ROAD - CONTRACT #C -1105 IN TOE CITY OF NEWPORT BEACH!,, IN STR "1 CT CONFORMITY WITH THE DRSIM.INOS.AND SPECIFI- CATIONS AND OTHER CONTRACT DOCUMENTS ON FILE IN THE OFFICE OF THE CITY.CLERK. WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID.CONTRACT AND. THE TERMS THEREOF REQUIRE THE FURNISHING OF A BOND WITH SAID CONTRACTS:PROVIDING THAT IF SAID PRINCIPAL OR ANY OF HIS OR ITS SUBCONTRACTORS,SHALL FAIL TO PAT FOR ! ANY MATERIALSS PROVISIONS, PROVENDER, OR OTHER SUPPLIES OR TEAMS USED IN, UPON.S, FORS J OR ABOUT THE PERFORMANCE OF THE WORK AGREED TO BE DONE, OR FAR ANY WORK OR LABOR !3 DONE THEREOM'-OF ANY KINDO.THE SURETY OM,TM:IS'0BONO WILL PAY THE SAME- TO'THE EXTENT 3 HEREINAFTER SET FORTHS n�% I NOW, THEREFORE, WE jy7Y_n ( Ch5TYL:Gl'Cel �a { AS PRINCIPAL, HEREINAFTER DE31QNATED AS THE CONTRACTOR AND LNSURANCE COMPANY OF NORTH AMERICA -' AS SURETY, ARE HELD FIRMLY fBOUND / UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF .. �illf 'l1L�U` .�v UY ff�U� r4 Y4 DOLLARS SAID SUM BEING ONE -HALF OF THE ESTIMATED AMOUNT PAYABLE BY THE CITY OF NEWPORT BEACH UNDER THE TERMS OF THE CONTRACT, FOR WHICH PAYMENT WELL AND TRULY TO BE MADE WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND ADMINISTRATORS, SUCCESSORS OR AlSIGNSy JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENTS, THE CONDITION OF THIS OBLIGATION IS SUCH, THAT IF THE PERSON OR HIS SUBCON- TRACTORS, FAIL TO PAY FOR ANY MATERIALS, PROVISIONS] PROVENDER, OR OTHER SUPPLI£SJ' OR TEAMS, USED IN, UPON, FOR, OR ABOUT THE PERFORMANCE OF THE WORK CONTRACTED TO BE DOMES OR FOR ANY OTHER WORK OR LABOR THEREON OF ANY KIND, OR FOR AMOUNTS DUE UNDER THE UNEMPLOYMENT INSURANCE CODE WITH RESPECT TO SUCH WORK OR LABORS THAT THE SURETY OR SURETIES WILL PAY FOR THE SAME, IN AN AMOUNT NOT EXCEEDING THE SUM SPECI- FIED IN THE BOND, AND ALSO, IN CASE SUIT tS BROUGHT UPON THE :BOND$.A REA3014ABLE ATTORNEYS FEE, TO BE FIXED BY THE COURT# AS REQUIRED BY,TNE PROVISIONS OF SECTION 4204 OF THE GOVERNMENT 000E OF THE STATE. 'OF EAtIFORNIA* PAGE 6 ,LABOR AND MATERIAL BOND - CONTINUED) THIS BOND SMALL INURE TO THE BENEFIT OF ANY AND ALL PERSONS, COMPANIES, AND CORPOR- ATION ENTITLED TO FILE CLAIMS UNDER SECTION 1192.1 OF THE CODE OF CIVIL PROCEDURE SO AS TO GIVE A RIGHT OF ACTION TO THEM OR THEIR ASSIGNS IN ANY SUIT BROUGHT UPON THI3 BOND, AS REQUIRED BY THE PROVISIONS OF SECTION 4205 or THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA. AND THE SAID SURETY, FOR VALUE RECEIVED, HERESY STIPULATES AND AGREES THAT NO CHANGE, EXTENSION OF TIMED ALTERATIONS OR ADDITIONS TO THE TERMS OF THE CONTRACT OR TO THE WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS ACCOMPANYING THE SAME SHALL • IN ANY WISE AFFECT ITS OBLIGATIONS ON THIS BONDS AND IT DOES HEREBY WAIVE NOTICE OF ANY SUCH CHANGES EXTENSION OF TIME, ALTERATIONS OR ADDITIONS TO'THE TERMS OF THE .CONTRACTOR OR TO THE WORK OR TO THE, SPECIFICATIONS. IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN INDIVIDUAL, IT 13 AGREED THAT THE DEATH OF ANY SUCH PRINCIPAL SMALL NOT EXONERATE THE SURETY FROM ITS OBLIGATIONS UNDER.TNIS BOND. IN WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCI AL AND . SURETY ABOVE NAMED, ON THE ' DAY OF N% r. • 19 . PATCO CoNSTl�UGT /6N (.SEAL i. (SEAL) (SEAL) CONTRACTOR Cc- PiiRTiver'e- �S (SEAL) ERIC MOORE - Attorney- in -Fac! (SEAL) SURETY APPROVED AS TO FORM: 04TY ATftRMEY THIS BOND WAS APPROVED BY THE CITY COUNCIL Of THE CITY Of NEWPORT BEACH BY MOTION ON DATE '4 ATTESTS ITY 1ERK 0 T 4 STATE OF CALIFORNIA SS. COUNTY OF—ORANGE On this 3rd day of Marnh in the year •uuuu�uuuueeeeeeueuoeuei I' JANE STOKES NOTARY PUBLIC CALIFORNIA PRINCIPAL OFFICE IN _. ORANGE COUNTY My Commission Expires June 27, 1973 before me 1.?ane Stokes , a Notary Public in and for the STATE OF CALIFORNIA personally appeared Eric Moore known to me to be the person whose name is subscribed to the within instru- ment as the Attorney -in -Fact of the INSURANCE COMPANY OF NORTH AMERICA, and acknowledged to me that he subscribed the name of the INSURANCE COMPANY OF NORTH AMERICA thereto as surety and his own name as Attorney -in -Fact. A n Plb. In V.S.A. -si=— Notary Public u kn Ar the_State of CWbrdo PERFORMANCE BOND i KNOW ALL MEN BY THESE PRESENTS, THAT WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED February 24, 1970 HAS AWARDED To PATCO CONSTRUCTION .HEREINAFTER DESIGNATED AS THE "PRINCIPAL", .A CONTRACT FOR PACIFIC COAST HIGHWAY WIDENING AT JAMBOREE ROAD - CONTRACT #C -1105 IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFI- CATIONS AND OTHER CONTRACT DOCUMENTS NOW ON FILE IN THE OFFICE OF THE CITY CLERK OF THE CITY OF NEWPORT BEACH.. WHEREAS, SAID PRINCIPAL HAS EXECUTED OR 13 ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF REQUIRE THE FURNISHING A BOND FOR THE FAITHFUL PERFORMANCE OF. } SAID CONTRACT;; l NOW, THEREFORE, WE, �aTtn l 1 ?nsYu C-n en ! AS PRINCIPAL, HEREINAFTER DESIGNATED, AS THE "CONTRACTOR", AND INSURANCt COMPANY OF NORTH AMERICA s AS SURETY, ARE MELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUN OF �j c. L"j, 71a1d,.1,drfj, F'Frlj k 2 /7QQ DOLLARS ;j SAID SUM BEING EQUAL TO 50% OF THE ESTIMATED AMOUNT OF THE CONTRACT, TO BE: PAID TO THE SAID CITY OR ITS CERTAIN ATTORNEY, ITS SUCCESSORS, AND ASSIGNS; FOR.WHICH PAY - 1 MENT, WELL AND TRULY TO BE MADE, WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND AD- MINISTRATORS, SUCCESSORS OR ASSIGNS, JOINTLY AND.SEVERALLY, FIRMLY BE THESE PRE- SENTS. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT IF THE ABOVE BOUNDEN PRINCIPAL, HIS 1 OR ITS HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS, OR ASSIGNSy SHALL IN ALL THINGS STAND TO AND ABIDE BY, AND WELL AND TRULY KEEP ANO PERFORM THE COVENANTS, CONDITIONS AND AGREEMENTS IN THE SAID CONTRACT AND ANY ALTERATION THEREOF MADE AS THEREIN PRO. VIDEO ON HIS OR THEIR PART, TO-BE KEPT AND PERFORMED AT THE TIME AND IN THE MANNER THEREIN SPECIFIED, AND IN ALL RESPECTS ACCORDING TO THEIR TRUE INTENt,.AND 14CAMINGS AND SHALL INDEMNIFY AND SAVE HARMLESS THE CITY OF NEWPORT BEACH, ITS'OFFICERS AND AGENTS, AS THEREIN STIPULATED, THEN THIS OBLIGATION SHALL BECOME NULL AND VOID; i .OTHERWISE IT SHALL REMAIN IN FULL FORCE AND VIRTUE. PAOc 8 (PERFORMANCE BOND CONTINUED) AND SAID SURETY, FOR VALUE RECEIVEOp HEREBY STIPULATES AND AGREES THAT NO CHANGE EXTENSION OF TIMES ALTERATION OR ADDITION TO THE TERMS OF THE CONTRACT OR TO THE WORK TO'SE PERFORMED THEREUNDER OR THE SPECIFICATIONS ACCOMPANYING THE SAME SHALL IN ANY WISE AFFECT ITS OBLIGATIONS ON THIS BONDS AND IT DOES HEREBY WAIVE NOTICE OF ANY CHANGES EXTENSION OF TIMES ALTERATION OR ADDITION TO THE TERMS OF THE CON4. TRACT OR TO THE WORK OR TO THE SPECIFICATIONS. IN THE EVENT THAT ANY PRINCIPAL A80VE NAMED EXECUTED THIS BOND AS AN INDIVIDUAL$ IT 15 AGREED THAT THE DEATH ON ANY.SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM ITS OBLIGATIONS UNDER THIS BOND. IN WITNESS WHEREOFp THIS INSTRUMEN HAS BEEN DULY EXECUTED BY THE PRINCIPAL AND SURETY ABOVE NAMED ON THE .'�r DAY OF I� • 196 A97 -000 CC01V- 57-.eUGT 10A1 (SEAL) fW"'(SCAL) CONTRACTOR CO- PARTNE.C. INSURANCE COMPANY OF NORTH AMERtCA (SEAL) �! TT (SEAL) ERIC MOOR ? %Tlney -in -Fact' APPROVED AS TO FORM: CITY ATTORNEY ' +� STATE OF CALIFORNIA SS. COUNTY OF ORANGE .. .. /vv uuveu•• u u e v o m v¢ e v v v v v ve ee v c v ea I. JANE STOKES NOTARY PUBLIC- CALIFORNIA PRINCIPAL OFFICE IN ORANGE COUNTY My Commission Expires June 27, 1973 On this 3rd] day of March in the year 197f) before me —3 •?ane Stokes a Notary Public in and for the STATE OF CALIFORNIA personally appeared Eric Moore known to me to be the person whose name is subscribed to the within instru- ment as the Attorney -in -Fact of the INSURANCE COMPANY OF NORTH AMERICA, and acknowledged to me that he subscribed the name of the INSURANCE COMPANY OF NORTH AMERICA thereto as surety and his own name as Attorney -in -Fact. A 112 ►– Notary Public d or the State of California - ,SB -726c Printed In U.S.A. PAGE 9 NON- COLLUSION AFFIDAVIT THE BIDDERS BY ITS OFFICERS AND AGENTS OR REPRESENTATIVES PRESENT AT THE TIME Or FILING THIS BID, BEING DULY SWORN ON THEIR OATHS SAYS THAT'NE.ITHER THEY NOR ANY OF THEME HAVE,IN ANY WAYS DIRECTLY OR INDIRECTLY ENTERED INTO ANY ARRANGEMENT OR AGREEMENT WITH ANY OTHER SIODERO OR WITH ANY PUBLIC OFFICER OF SUCH CITY OF NEWPORT BEACH WHEREBY SUCH AFFIANT OR AFFIANTS OR EITHER OR TNEMq HAS PAID OR IS TO PAY TO SUCH BIDDER OR PUBLIC OFFICER ANY SUM OF MONEY, OR HAS GIVEN OR IS TO GIVE TO SUCH OTHER BIDDER OR PUBLIC OFFICER ANYTHING Of VALUE WHATEVER, OR SUCH AFFIANT OR AF- F.IANTS.OR EITHER OF THEM HAS NOT DIRECTLY OR - INDIRECTLYo ENTERED INTO ANY ARRANGE- MENT OR AGREEMENT WITH ANY OTHER BIDDER OR BIDDERS WHICH TENDS TO OR DOES LESSEN OR DESTROY FREE COMPETITION IN TH£ LETTING OF THE CONTRACT SOUGHT FOR BY THE AT- TACHED BIDS; THAT NO B10 HAS BEEN ACCEPTED FROM ANY SUBCONTRACTOR OR MATERIALNAN THROUGH ANY BID DEPOSITORY, THE BYLAWSO RULES OR - REGULATIONS OF WHICH PROHIBIT OR PREVENT THE CONTRACTOR FROM CONSIDERING ANY 810 FROM ANY SUBCONTRACTOR OR MATERIAL- ' MAN WHICH 13 NOT PROCESSED THROUGH SAID BID DEPO I SITORYp OR WHICH PREVENT ANY'SUB- CONTRACTOR OR MATERIALMAN FROM BIDDING TO ANY CONTRACTOR WHO DOES NOT USE THE FACILITIES OF OR ACCEPT BIDS FROM OR THROUGH SUCH 810 DEPOSITORY; THAT NO INDUCE- . MENT OR ANY FORM OR CHARACTER OTHER THAN THAT WHICH APPEARS UPON:'THE FACE OF THE BID WILL BE SUGGESTED OFFEREDy PAII)p OR DELIVERED TO ANY PERSON WHON30EVER TO ' INFLUENCE•TNE ACCEPTANCE or THE SAID BID OR 'AWARDING Of THE CONTRACT; NOR HAS THIS BIDDER ANY AGREEMENT OR UNDERSTANDING OF ANY KIND WHATSOEVE'Ri WITN,ANY PERSON WHOM30EVER.'TO PAYS DELIVER TO/ OR SHARE WITH ANY'OTHER PERSON IN ANY WAY. On. NANNtRp.' ANY OF THE PROCEEDS OF THE CONTRACTS 3H00014T BY THIS 810. PATCOtCONSTRUCTION /s/ Patricia Mobus 1 502 Jasmine I. Corona del Mar 92625 SUBSCRIBED AND SWORN TO BEFORE NE BY•'. (CD- Dartner) THIS 16th OAY or Feb. 196x70 . MY COMMISSION.EXPIRESS My commission expires Ju1d 5. 1973--- -,1 NOTARY PUBLIC.I "FOR ORIGINAWEE CITY CLERK'S FILE COPY" Page 10 STATEMENT OF FINANCIAL RESPONSIBILITY The undersigned submits herewith a statement of his financial responsibility. ASSETS Cash 6,288 Accounts Receivable 21,928 Other 2,291 Total Current 30,507 Fixed Assets 40,061 Total Assets 70,568 LIABILITIES I Accounts Payable 13,076 Taxes Payable 3,020 Contracts Payable 1,862 Current Liabilities, 17.958 Long Term Contract - due after 1 year— 3,307 Net Worth 49,303 TOTAL LIABILITIES AND CAPITAL 70,568 1 PATCO CONSTRUCTION /s/ Patricia M. Mobus Signed (Co- partner) I Page l0a TECHNICAL ABILITY AND EXPERIENCE REFERENCES The undersigned submits herewith a statement of the work of similar character to that proposed herein which he has performed and successfully completed. l i Year Person Completed For Whom Performed (Detail) to Contact Telephone No. 1969 City of Cerritos - Bloomfield Avenue Improvements Ref: Wallace Crenshaw, Engineer - 213 -865 -5204 1g6q California Highway Department Contract 08- 130904, Euclid Street, Chino Ref: Stan Griffith, Res. Engr. - 714- 627 -3593 1969 California Highway Department (Sub to Smith Electric)° Contract 07- 169924 - Pacific Coast Highway at Topanga Canyon Blvd. and at Bel Air Bay Club (Malibu) Ref_ Roy Coley, George Johnson. Junior Riekert 213- 620 -3920 213 -749 -7246 /I/, PATCO CONSTRUCTION j j i PAGE 11 C O N T R A C T THIS AGREEMENT, MADE AND ENTERED INTO THIS Aiw oAY OF BY AND BETWEEN THE CITY OF NEWPORT BEACH, CALIFORNIA, HEREINAFTER DESIGNATED AS THE CITY, PARTY OF THE FIRST PART, AND PATCO CONSTRUCTION HEREINAFTER DESIGNATED AS THE CONTRACTOR, PARTY OF THE SECOND PART. . WITNESSEITH: THAT THE PARTIES HERETO DO MUTUALLY AGREE AS FOLLOWS; .1.: FOR AND IN CONSIDERATION OF THE PAYMENTS AND AGREEMENTS HEREINAFTER MENTIONED TO BE MADE AND PERFORMED BY THE CITY, THE CONTRACTOR AGREES WIT" THE CITY TO FURNISH ALL MATERIALS AND LABOR FOR THE CONSTRUCTION OF PACIFIC COAST HIGHWAY WIDENING AT JAMBOREE ROAD (C -1105) AND TO PERFORM AND COMPLETE IN A GOOD AND WORKMANLIKE MANNER ALL THE WORK PERTAINING THERETO SHOWN ON THE PLANS AND SPECIFICATIONS THEREFOR; TO FURNISH AT H13 OWN PROPER COST AND EXPENSE ALL TOOLS, EQUIPMENT, LABOR, AND MATERIALS NECE33ARY THEREFOR, (EX- CEPT SUCH MATERIALS, IF ANY, AS IN THE SAID SPECIFICATIONS ARE, STI'PULATEO TO BE FUR - N13HED BY THE CITY), AND TO DO EVERYTHING REQUIRED BY THIS.AOREEMENT AND THE SAID ; PLANS AND SPECIFICATIONS..1 Z. FOR FURNISHING ALL SAID MATERIALS AND LABOR, TOOLS AND EQUIPMENT, AND DOING ALL THE WORK CONTEMPLATED AND EMBRACED IN THIS AGREEMENT, ALSO FOR ALL LOSBAND DAMAGE ARISING OUT OF THE NATURE OF THE WORK AFORESAID, OR FROM THE ACTION OF THE ELEMENTS, OR FROM ANY UNFORESEEN DIFFICULTIES WHICH MAY ARISE OR BE ENCOUNTERED IN THE PROSECU- TION OF THE WORK UNTIL ITS ACCEPTANCE BY THE CITY, AND FOR ALL RISKS OF EVERY DE- SCRIPTION CONNECTED WITH THE WORK; ALSO, FOR ALL EXPENSES INCURRED BY OR IN.CONSE- QUENCE OF THE SUSPENSION OR DISCONTINUANCE OF WORK, EXCEPT SUCH AS IN SAID SPECIFI- CATIONS ARE EXPRESSLY STIPULATED TO BE BORNE BY THE CITY; AND FOR WELL AND FAITHFULLY COMPLETING THE WORK AND THE WHOLE THEREOF,.IN THE MANNER SHOWN AND DESCRIBED IN THE SAID PLANS AND SPECIFICATIONS, THE CITY WILL PAY AND THE CONTRACTOR SHALL RECEIVE IN FULL COMPENSATION THEREFORE THE LUMP SUM PRICE, OR IF THE BID 13 ON THE UNIT PRICE BA313, THE TOTAL PRICE FOR THE SEVERAL ITEMS FURNISHED PURSUANT TO THE SPECIFICATIONS, NAMED IN THE BIDDING SHEET OF THE PROPOSAL, AS THE CASE MAY BE. 3. THE CITY HEREBY PROMISES AND AGREES WITH THE SAID CONTRACTOR TO EMPLOY, AND OOES:HEREBY EMPLOY THE SAID CONTRACTOR TO PROVIDE THE MATERIALS AND TO DO THE WORK ACCORDING TO THE TERMS AND CONDITIONS HEREIN CONTAINED AND REFERRED TO FOR THE PRICE JJJ AFORESAID, AND HEREBY CONTRACTS TO PAY THE SAME AT THE TIME, IN THE MANNER, AND UPON THE CONDITIONS SET FORTH IN THE SPECIFICATIONS; AND THE SAID PARTIES FOR THEM3ELVE3, THEIR HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS AND ASSIGNS, 00 HEREBY AGREE TO . THE FULL PERFORMANCE OF THE COVENANTS HEREIN CONTAINED, 4. THE NOTICE TO BIDDERS, INSTRUCTIONS TO BIDDER3, CONTRACTORS PROPOSAL, AND THE PLANS AND SPECIFICATIONS, AND ALL AMENDNENTS THEREOF, WHEN APPROVED BY THE PAR- TIES HERETO, OR WHEN REQUIRED BY THE CITY IN ACCORDANCE WITH THE PROVISIONS OF THE PLANS AND SPECIFICATIONS, ARE MEREST INCORPORATED IN AND MADE PART OF THIS AGREEMENT. 2/IM • • PAGE IZ ` 5• PURSUANT TO THE LABOR CODE OF THE STATE OF CALIFORNIAO THE CITY COUNCIL HAS ASCERTAINED THC GENERAL PREVAILING RATES OF PER DIEM WAGES FOR EACH CRAFT OR TYPE OF WORKMAN NEEDED TO EXECUTE THE CONTRACT AND A SCHEDULE CONTAINING SUCH INFORMATION Is INCLUDED IN THE NOTICE INVITING BIDS AND IS INCORPORATED BY REFERENCE HERE.IN. 6. THE CONTRACTOR SHALL ASSUME THE DEFENSE OF AND INDEMNIFY AND SAVE HARMLESS THE CITY.. THE DIRECTOR OF PUBLIC WORKS., AND THEIR OFFICERS AND EMPLOYEESO FROM ALL CLAIMSS LOSS.9 DAMAGES IN.JURY2 AND LIABILITY OF EVERY KINDS NATURES AND DESCRIPTIONS DIRECTLY OR INDIRECTLY ARISING FROMTHE PERFORMANCE OF THE CONTRACT OR WORKS REGARDLESS OF RESPONSI- BILITY FOR NEGLIGENCE AND FROM ANY AND ALL CLAIMSp LOSS, DAMAGES IMJURYp AND LIABILITY HOWSOEVER THE SAME MAY BE CAUSEDS RESULTING DIRECTLY OR INDIRECTLY FROM THE NATURE OF THE WORK COVERED BY THE CONTRACTS REGARDLESS OF RESPONSIBILITY FOR NEGLIGENCE* ' IN WITNESS WHEREOF, THE PARTIES HERETO HAVE CAUSED THIS CONTRACT TO BE EXECUTED THE DAY AND YEAR FIRST ABOVE WRITTEN* ATTEST: CITY CL ER 1, 1 A' \} 11.1 .. �" 1 I RI PA-TCO CO/VS7-R U C T /0/V CONTRACTOR BY: Go - PA�-riv62 >t - TITLE . 40 - Pf3RT/VE/2, TITLE APPROVED AS ��!T��/O FORM: CITY ATTORNEY r To L FORM HM.P.202 • �IX �' City of Newport Beach 3300 it. Newport Blvd. Newport Beach, CA 92660 Attn: Mr. B. Nolan, City SCATL DF CALIFORNIA =?"TLRNT OF )LACK WORM DIVISION OF HIGHWAYS y ��erlvFn � PUBLIC 'JO,gl�S CIT NFPlp- OF CiCI BEACy, v° igr . 770- E- 77199P j PERMIT Los Angeles _,California January 27, .19 70 Rett�hitiee' J ' In compliance with your request of December 15, _19 69a„d subject to all the terms, conditions and restrictions written below or printed as general o}'. special provisions on any part of this form PmumsioxisHEREBYGaAxTEDTo perform street widening.. signal modification and restriping work in accordance with Cooperative Agreement #2437, within the Division of Highways' R/W for the intersection of Pacific Coast Highway, Ora- 001 -17.4, and Jamboree Rd. as shown on the attached { Plans.. All work shall be performed in accordance with the plans.' . specifications and terms of the Cooperative Agreement. Should the Division of Highways' representative find work in progress prior.to his notification, he shall stop said work for a period not less' than the remainder of that working day. i ' 1 The attached'Signal and Roadside Improvements sheets are part of this 3 permit. For striping work, call Mr. 0. Alexander, Supt., Stgn.Shop, 72 hours in::1 advance of work; Phohe 213 - 723 -1273• attention is. directed to Generai Provisions 21, 3, .5 and 0 on this form. This permit is to be strictly construed and no work other than that s0ecifscalfy mentioned above is authorized hereby. This Permit shall be void unless the work herein contemplated shall have bean completed before April 27, 19 70 a -001-17.4 - DEPARTMENT op PUBLIC WOR$$ �4:nm JAL SANTA ANA GRAF HOBBY HEWES SIGH, SHOP DIVISIONIT C'?' HIGHWAYS' A. ?1't1.ZE DoLiu�y 1)i;.6rict Ln -inOi •.7 i ..,_...... - -... -- GENERAL PROVISIONS I. Definition. This permit is issued under Chapter 3 of Division I of the Sisal and Higbways Code, The term encroach. _. meat is used in this permit as defined in the said Chapter 3 of said soda Erupt u or6erwise provided !nr public agencies and frasachfw solders, [bu permit is rerucable on five days entice. 2. Acceptance of Provisions. It is understood and agreed by the terminus that the doing d er this permit shall constitute an acceptance of the provisions. any wa(k und 3. No Peteedeat Established. This permit is granted with the understanding that this action it not to be considered as publishing any precedent on the question of the expediency of permitting any certain kind of encroachment to be ereend within right of way of State highways. 4. Notice Prior to Starting Work. Before starting work on which an inspector is squired, or whenever stated on the fate of this permit, the Permitter shall ratify the District Engineer or other designated employ" of the district in which the work is to be done. Such notice shall be given at Itast three days in advance of the date work is to begin. L Keep Permit on the Work. This permit shall be kept at the site of the work and must be shown to any representative of the Grantor or any law enforcement officer on demand. 6. Permits from Other Agencies. The party or parties to whom this permit is issued shall, whenever the tame is required by Illy, "curt the written order or consent to any work hereunder from the Public Utilities Commission of the State of California, or any . other public board having jurisdiction, and this permit shall be suspended in operation unless and until such order K council is obtained. 7. Protection of Traffic. Adequate provision shall he made for the protection of the traveling public. Barricades shall be placed with red lights at night, also flagmen employed, all as may be required by the particular work in progress. 3. Minimum Inter /tree" With Tragic. All work shall be planned and "tried out an that the" win be the lest possible inconvenience to the traveling public except for the specific work permitted. 9. Storage of Materiat. No material shall be noted within eight (g) fact from the within the shoulder line where the shoulders are wider than eight Jere edge of pavement of traveled way or 1 0. Clean Up Right of Way. Upon completion of the work, all brush• timber, scraps and material shall be entirely removed and the right of way left in as Presentable condition u before work started. I I. Standards of Construction. All work shall California to recognized standards of construction 12. S6prrl*ion of Grantor. All the work shall be done subject to the supervision of, and to the satisfaction of, the grantor, 1). Palmer Moving of Imfallstiou. It is understood by the Permitter that whenever construction, reconstruction or maintenance work on the highway may require• the installation provided for herein shall, upon request of the Grantor, be immdiste[y )coved by, and at the sole expense of, the Permitter. 14. E.vpense o/ Inspection. On work which requires the presence of an employ" of the Grantor as in, tor, the salary, travel- ins upense and other incidental expense of such ins,- ection during the work shall be paid by the Pe t therefor. smitten upon presentation of bill 11. liability for Damages. The Permitter is responsible for all liability for personal injury or property damage which' may arise out of work herein permitted, or which may arise out of failure on the Permitter 's part to perform hfs,eb[igatiom under this Permit in respect to maintenance. In the event any tlayn of such liability is made against the State of California, or any department, officer, or employee thereof, Permitter shall defend, indemnify and hold them and rich of them harmless from such claim. This permit shall ewe be effective for any purpose unless and until the above named Permitt" files with the Grantor, a surety bond in the form and amount required by said Grantor, unless specifically exempted on the face hereof. The requirement that a bond be filed does not apply in the treat the Permitter is a governments[ board which derives its revenue by taxation. ., 16.• Making Repairs. If the Grantor shall so elect. repairs in paving which has been disturbed shall be made by employee of the Grantor and the expenses thereof shall be borne by the Permitter, who shall purchase and deliver on the road the materials ...- . • necessary for said work as directed by the Grantor. All payments to laborers, inspectors, etc., employed by said Grantor for or on account of the work herein contemplated, shall be made by said Permittee forthwith on receipt of written orders, pay rolls or vouchers approved by Grantor. Or the Grantor may elect to require a deposit before starting repairs, in an amount sufficient to corer the estimated cost thereof. The Grantor will give reasonable notice of its election to make such repairs. If the Grantor does not in elect. the Permitter shall make such repairs promptly. In every case the Permitter shall be responsible for restoring any portion of the highway which has been excavated or otherwise disturbed to its former condition as nearly as may be possible except when the Grantor elect, to make repairs to paring as above provided in this paragraph and except whereprovision to the contrary is made in the typewritten portion of the peimit. 17. Carr of Drainage. If the work herein contemplated shall interfere with the established drainage, ample provision shall be made by the Permitter to provide for it as may be directed by the Grantor. '' •' 18. Submit Lon ioh'PLn. Upon completion of underground of surfacd work of consequence, she Permit in shall furnish' plan to the Grantor's District Office showing location and details. 19. Maintenance. The Permittee agrees by the acceptance of this permit to exercise reasonable eau to maintain properly any encroachment placed by it in the highway and to exercise reasonable care in inspecting for and immediately repairing and making . good any injury to any portion of the highway which Occurs es a result of the maintenance of the encroachment in the highway or u a result of the work done under this permit, including any and all injury to the highway which ttou[d net have occurred had such work . rose been dale or such encroachment not placed therein. PIPES, CONDUITS, GAS PUMPS, ETC. 20. Crossing Roadway. Service and other small diameter pipes shall be jacked or otherwise forced underneath pavement without disturbing same. Pavement or roadway shall not be cut unless specifically permitted an the face heated, $twisqk pipes will not be permitted inside of metal culvert pipes used as drainage structures. 21. Limit Excavetion No excavation is to be made closer than con (10) fare from the edge of the pavement sanest u may be spxified. 22. Tunneling- No tunneling will be permitted except on major work as may be specifically act forth on the face herenf. i- 23. I)tpfd -at Pipes. There shall be a minimum of thirty, ()0) inches of coyer wee all pipes o conduits, except u may be specified. 24. Backfilliag. All backfilling is to be moistened u necessary and thoroughly hand tamped, there being not Ins than ale camper to each shovel". Whenever required by the grantor, a trench crossing the roadway shall be backfilled with gravel or crushed ruck. 23. Preserve Surfacing Material. Whenever a gravel or crushed rock urine is trenched, such nuteriel ahell be placed as nos side and when backfilling u started the rock•materul shall be replaced to in original position. 26. Manakin Surface. The Permitts, shall maintain the rurface over rann, aces placed lermunder u Toni u somosary. . 27. Prior Ailing Ruefully. Pip" sad utilities Ps"Beling the pavement 11611 be located at the distaed from tnvebed way: Bed u met depth u sP"sfiedly directed on she face hereof. Cutting of «p root, will swot be petndegd, .. . _ . of . l i t ' i . •t a �.. �1 POLES, WIRES, CABLES AND OVERHEAD STRUCTURES — 21. Location Pole Linn, etc. Pole line shall be located am foe from the property line unless otherwise specified on the • fate hereof. 29. Public Utilities Commisriom Orders. All clearances and type of construction shall be in accordance with the spp4able orders of the Public Utilities Commission of the State of California 30. Permission from Property Oanten. Whenever naemary to secum permiuloa from abutting property owners, such authority must be secured by the Permitter print to starting work. _ it. clearance of Trees. Poles must be of such height as so permit cleanest over a true 40 fact in height, what quick ' growing tree are in place. At locations where slow growing um are in place, normal co, traction standard may be followed at 96 option of the pole line company, with provision to ultimately clear a 40 -foe tree. - J2. Guy Wirer. No guy wires are to be attached to trm except on specific authority and in no event shall they be p " attached a to girdle the trio or interfere with in growth. Guy wires shall be kept at a minimum elevation of six fert above the Scanned whenever an directed. '• 33. Clearing Around Polo. The Permitter, shall remove and keep clear all vegetation from within a radius of at last fie feet of the pots. 34. Painting or Visibility Strips. All poles are to be painted for a distance of six feet above the ground using white lead - and oil or aluminum paint or in lieu thereof, when pole, have crewoted butts, wood, metal or other approved type of visibility strip, may be placed. Wood strips us to be Dougla fit 1" x 3 —5' long placed on 6" centers about the base of pole and painted with white lead and oil or aluminum paint. if metal strips an wed such strips may be placed either vertically or horizontally. Paint is to be renewed a often a may be required to maintain a'satisfactory covering. If not painted when imalled of renewed as the grantor may consider summary. the right is reserved to have this painting done and the Permitter hereby agrm to bear the cat thereof units the sersm of this permit. • Palm t6t 4. am 'mm" a penibl, mat. bad vat be tie., etulde..tba fa, aata ptiw taw tka.a rmi'6 a wee. -Hume wears of t Pwmiuse a,anpaal.d by sense, dace a a $alt lmad". did.reaa is devadw. me. TW taamel dstishm will M 6.d 1e. sW agate. - 35. Remove Old Poln, Gnyi and Stabs. The entire length of such timbers shall be temuved from the ground and the hd� •. j - beckfdled and thoroughly tamped. PLANTING TREES 36. Location nd Species. The location and kind of trees to be planted shall be specified on the face of this permit. 37. Planting and Miinlemanre Cost. The Permitter must bear the cost of planting the tom. The arrangement as to - maintenance of the tree shall be specifically set forth on the face of the permit. In particular ease arrangements may be made fee the Grantor to do this work upon deposit of a certain sum for each era which is to be planted. The Grantor reserves the right to assume the maintenance or to decline to do m at conditions justify. 38. Group Planting. The core of group plantings and similar special work which may be agreed upon with the Grantor . shall be borne by the Permitter. Land for such plantings shall lie secured in fee by the Permittee and turned over to the State. planting for puking and picnic grounds will not be considered in this connection. REMOVAL OR TRIMMING OF ROADSIDE TREES .. 39. Remoswl of Trees. When permic is granted foe removal of a cra u an independent operation a as a Put ed other week, the entire stump shall be taken out for a depth of at least two fees blow the ground murtme, 40. Clearing eke Site. All timber and debris shall Tr, removed from the tight of way. The belt hie by the stump @ball be bakfilled and thoroughly ramped and the site kit in a presentable condition. 41. Trimming of Trees. In general, only light trimming of branches two inches or Ion in diameter will be permitted and only when specifically an stated on the face hereof. The shapeliness of the test . must be preserved. 42. l msprdioa. if the permit require inspection by the Grantor during progress of the work the eon of inspection shelf be _ borne by the Permittm. No charge will be made for occasional routine inspection. Road Approaches, Connecting Pavements and Minor Work _ 43. Grain and SpedAcolioes. Grade and types of construction shall be a demiled by place ew stated 4a the faa of this permiu . " 44. Borrow ad Wale. Only, such borrow and wute will be permitted and within the limits m an forth on the face of this permit. 45. Minor Wo.L Grading down of small bank$, small ditches, plating of awmiegtr mead Other aseilr Selmer wsrk they � 7 be goes med by the seeaerel provi wow and as detailed en that face hued. a , Signs 46 Clearance of Signs. The minimum clearance from the sidewalk shall be twelve Ism, Railroad Crossings 47. Safely and Companlma. The future safety and convenience of the tnveliog public shall be Sim may comweradass in the location and type of eo wruetioa • 48. Merl Higbaswy Grde, The grade and supudention of the track smut oonfomm a also grade of tin highway as point of erasing. .. 49. -Widlb of Psauba& The ceasing shall be pkeked of Dewed m My be mead sea the La of shim peer& few the fdl ill $adway mead shoddy width. snv.wa.awe.wvwwAw► ,; MAIki ENANCE - PERMITS SPECIAL PROVISIONS (ROADSIDE IMPROVEMENTS) TO BE ATTACHED TO AND MADE A PART OF PERMIT NO. 770 -E- 771995 I. INSPECTION REQUIREMENTS It is imperative that the permittee notify the following State Inspector at least 48 hours prior to starting any work under this permit. State Inspector: F_ Huseby phone.714- 542 -4739 between R and Q a.m. only or if no answer phone between t3: 00 a.m. A11 inspection costs incurred incidental to this work shall be borne by the permittee. All work shall be performed during the working hours regularly assigned to Division of Highways Employees. .II. CONSTRUCTION REQUIREMENTS Unless otherwise detailed and authorized on the face of this permit, all work shall be done in accordance with the Division of Highways Standard Specifications dated July 1964, and the following special provisions: \ (only items pertaining to the applicable construction work will apply.) Sidewalk shall be constructed with Class "A" Portland Cement Concret .four (4) inches in depth except at commercial driveways where six ch depths respectively, will be required. Back dge of sidewalk shall be placed on the right -of -way 1 e. The PI hed grade of sidewalk shall have a cross fall of /4 inch per foot. Concrete shall be scored in accordance with the Standard Sp ifications or so that scoring will match - adjoining existing cone te. B. P.C.C. sidewalk, d veways, shall be constructed using a minimum of 4" of Class A P.C. over 4" of pea gravel'or sand subbase. The 4" of sand subbase y be waived prov ed the native soil has a sand equivalent value o 0% as deterpfhed by California Test Method 217F or as determine y the S to Highway Representative. 0. Concrete curbs and gutters shallN grades or, in conformance with grade. (State Standard type urb and alignment of portions curb Division of Highways ri of way city or county involy constructed to authorized plan ng curb for alignment and d utter is required.) Grade tur lying outside the st hav`�,the approval of the Prior to the cons uction of new curbs, the permittee shall relocate surfac obstructions (such as u':ility poles�,trees, etc..:), . to locations ck of the proposed curb, also continuation of ; curb line w hin the following limits: Fifty, (50) feet back from be ing of curb construction and one hundred and fifty I (150) et beyond the end of curb construction for safe traffic movep6int. Removal or relocation of surface obstructions shall do without expense to the State. (OVER) i -MP -610 AN 69 Rev.. -.: j C I T5` • NEWPORT BEACH - PUBLIC WORKS d1RTMENT CONTRACTORS CHECK-OUT LIST � �7 lb: �L PROJEC1 �F /�l/ (�' __ WDRKO7NaMDAYS 97 C,'I /OS DEPOSIT REQUIRED I - EM6INEER's ESTIMATE NO. NAME AND ADDRESS PHONE DEPOSIT I REMARKS " OC.V D�" �t/Lc t r Fn cz) -CV9 -00 /7 C�i(C 21 W, r°0 9�6 zs �v -a- 70 w d� C- lS/ corr. to, jar e � 5l , a 70 C 4207 Willimet Ave - Los An Pss- EaTif : 90039 yll ��t7 245 -6778 E�C°OND < 1 TE ry - eK� /�3y,Z�•S So. LvES TE,j.tJ. V/1i9%,�il/�► 3.2 /-35SD � l�l 1 re I ,2- /o -'7v CITY ` NEWPORT BEACH - PUBLEC WORKS IRTMENT CONTRACTORS CHECK-OUT LEST PCH WIDENING @ JAMBOREE Bib OPEN INo PROJECT WORKING DAYS C -1105 DEPOSIT REQUIRED ENGINEER'S ESTIMATE / SZI%) NO. NAME AND ADDRESS = PHONE DEPOSIT REMARKS Stei ny and Company 9 0 00 w 221 Ardmore 1. Los Angeles, Calif sent 1 -28 -70 Smith c Supply 10792 Knott Stanton, California 90680 2. Sully- Miller Contracting Co. P.O.Box 432 3 Orange, Califonria 92669 Griffith Co. P.O.Box 395 4 Costa Mesa, California 92627 Coxco, Inc. P.O.Drawer C= 5 Stanton, California 90680 R.J.Noble Company 6 P.O.Box 620 Orange, Californ is 92669 E.L.White 12311 Chapman Ave Garden Grove, Calif. 92640 Orange County Builder's Assn 8 1530 E. Edinger Avenue Suite 3 Santa Galif. 92796 — > — Marc Construction 9 P.O. Box EA Garden Grove, Calif. 92640 E.D. Johnson 10 P.O.Box 29 Anaheim, Calif. 92803 .w. o ge 1535 E. Edinger 11 Santa Ana, Calif 92705 Daily Construction 448 S HIll Suite 818 12 L.A. Calif 90013 Lynam -Wood 2333 E. Coast Highway 13 CDM. Calif. 92625 's MR CITY OF NEWPORT BEACH DEMAND FOR PAYMENT Demand i " Address BILL Nn ismy n7 In the amount of $pl&_5n Date January 4. 1971 ITEM OF EXPENDITURE BUDGET # AMOUNT . Approved For Payment: I TOTAL $814.50 Approved: r Finance Director STATE OF CALIFORNIA — BUSINESS AND TRA0 RTATION AGENCY RONALD REAGAN, Governor DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS DISTRICT 7, P.O. BOX 2304, LOS ANGELES 90054 MAO -2904 December 1, 1970 Bill No.: 35042 -D7 Amount: $ 814.50 Permit: 770 -E- 771995 City of Newport Beach, 3300 West Newport Beach Blvd. Newport Beach, California 92660 Attn.: Mr. Don Weib Gentlemen: Per recent conversation with Mr. L. Lewis of this office please find enclosed our revised bill in the amount of $ 814,50, being one -half of the total cost incurred. Please feel free to contact us if any further information is required in bringing this matter to an early close. Very truly yours, J.R. WELLS District Accounting Officer *�5w I.L.T. Eller w /encl em PLEASE MAKE CHECK PAYABLE TO BILL - r � DIwISI w OF%'HIGHWAYS STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORK Mail Check to DIV'I'SION OF HIGHWAYS:;' SHOW -BILL NUMBER - - ON REMIMANCE _ DISTRICT 7' sox 2204 ` - N PAID IN PERSON PAY AT: TERMINAL ANNEX 120 S. SprinS Strmt LOS AROELES. CALIFORNIA 00094 i' LM AnS.ln, Calif. goo 12 - . - -' AxrA eons rlv- +►e -i.w r JDATEJ.. City of Newport Beach 330 West Newport Boulevard Newport Beach, Cl 92660 L `: J Attn.t Mr. Don Webb. i Costs incurred by Division:of Highways TrAffic Signal 162.02 Lab in connection with Encroachment Permit No. 770 -$- 77.995. dated January 27, 1970. Costs by Division of Highways sign Maintenance Shop `: 1.466.97 in connection with above pewit.;. : 1,628.99 Locationt Intersectioa ftaifie Coast Higbnrar and JambNr " a Revised biiiinst Deeoember: 1, 1970 Agency,.partiaipation '50% total' 814.,80 it 7 i'. . 1 e' i E' Of H1N OR .liONREN ;. earsevrn*�ncuO. -ws � PWOMAM 04 0:. h¢r lrotitlad to anlwrdance wltk -.th.e terms and conditions of the a lwve_ �arransltraEme . eaa " . il 6e mae as soon as p! T>h 8t7gm T A'At�t b�- -9a�"a `:%t DrtY ed to the time of ��';MOk�licd to aeaTrdans4 wlth''lAe terms -_ +4tw atdtYe m' y t71ak ;UW'.S+Naaes tn7i�` �:. �e mfntwtied 8bov@ dnt:to Dtpremlom A -bdt 4a! t4B pYemntm earned. ktl Tic i'tgdE of EalMe{}aEidn 1nt be ioTWardetl In dUe-Cdu[ia.- _.. . ... - YA4jW ks"5 ngtlfieil in .he. terms and'xonAtEidna.gE 1* anovr ilnumlad -,QQ r �fak ypta 1n5urai vetN+ aGanAs i _.. Z'. PLEASE MAKE CHECK PAYABLE TO DIVISION OF HIGHWAYS Mua Check to SHOW BILL NUMBER ON REMITTANCE;' IF PAID IN,PERSON PAY AT: 120 S. Spring Street Los Angeles, Calif. 90012 BILL 'STATE OF CALIFORNIA AIR DEPARTMENT OF PUBLIC WORKS -. DIVIS10N OF HIGHWAYS -- DISTRICT 7 BOX 2304 TERMINAL ANNEX LOS ANGELES. CALIFORNIA 90054 AREA Co.E 213 - 620 -2901 97, Cit of N QDATE� --------- -- Nevembnr.l6.,- 19.70.. Y ewport Beach 3300 West Newport Boulevard i Newport Beach, Gi 92660 Costs incurred,by:,Division of Highways Traffic 3i 1 $ 162.02 Lab in connection with Encroachment Permit No. 770-E- M99% dated January 27, 1970• Costs by Division of Highways Sign Maintenance Shop 1"66. in connection with above permit. Locations Intersection Pacific Coast Highway and Jamb"** '��I4,50 Ill C? '•- � C _ :J ' 513 CITY OF NEWPORT BEACH 3300 W. Newport Blvd. California Date ... ... ... ...... Juaa. -M,-- ....1970. sraa =-.Q1d10M` . w.....- at wa.1,- Vka.. Div of ni*omyo c/o J. t. Vella. Distriet Accounting Officer 10 8as 2VA - Tarniaal Annex tom *qptm, i0attfor"t 900% Atts T. Lids 3010 MMMUIMC, C0UT1GCn= MNMMM, and Construction costa fo`, Coast itiomy Videming, at JA M10M low (COff"m M0. 1105) Ad ' 00. 2437 for 07 -OU -1 17,4, s rioted July id, 1969. Construction Cost (Paid to IPAT00 Conattmetiom Company) 19,105.46 Daaigp tagisasring at M 4,203.20 Construction Eaginesriag mad Costtaat Ad=inimtration 1,267.98 Haterial Tasting (taid to Ormsgs County) 1,41 SUN IBM AT 4 U.3U.75 cc aagtarrohrion."st. 25 -807 Please mah Mk payable to City of Newport Beach. Direct all correspondence to Finance Director, City of Newport Beach, 3300 N. Newport Blvd., Newport Beach, Calif. NB -607 o ,; �, ;; ,, � - -� -- -__ r -� -- _ _ i LL. Mail to: City of Newport Bea* 608 uov 9179 PAU 847 city Hall j 3300 Newport Blvd. RECORDED AT REQUEST OF Newport Beach, Calif. MY or n[ OUCH i IN OFFICIAL L RECORDS DS OF NOTICE OF COMPLETION ORANGE COUNTY, CALIF. i PUBLIC WORKS 9:05 AM MAY 1 1970 FREE C4 J. WYLIE CARLYLE, County Rewriter To All Laborers and Material Men and to Every Other Person Interested: YOU WILL PLEASE TAKE NOTICE that on April 20, 1970 the Public Works project consisting of Pacific Coast Highway Widening at Jamboree Road C -1105 ` on which was the contras was the surety, was apleted.: CITY F NEWPORT BEACH ASST; Public Works Director VERIFICATION I, the undersigned, say: I am the�IPublic Works Director of the City of Newport Beach; the foregoing Notice of Completion is true of my own knowledge. I declare under penalty of perjury that the foregoing is true and correct. Executed on April 29. 1970 at Newport Beach, California. v VERIFICATION OF CITY CLERK I, the undersigned, say: I am the: City Clerk of the City of Newport Beach; the City Council of said City one r;t 27 1270 accepted the above described work as completed and ordered that a Notice of Completion be filed. I declared under penalty of perjury that the foregoing is true and correct. I `I is a 3 s J{ a k; i s r: 1 r I jIi �.l TO: FINANCE DIRECTOR FROM: Public Works Department 0 July 16, 1970 SUBJECT: DESIG`1 ENGINEERING, CONSTRUCTION ENGINEERING, AND CONSTRUCTION COSTS FOR COAST HIGHWAY WIDENING AT JAMBOREE ROAD (CONTRACT NO. 1105) The following is a statement of costs for the subject project showing the State Division of Highways' share of costs as provided for in District Agreement Wo. 2437 for 07 -ORA -1 17.4, executed July 14, 1969. Construction Cost )Paid to Patco Construction Company) Design Engineering at 22% Construction Engineering and Contract Administration F1a�'EN'iwis TiES-1-C� � Total Cost State Share at 50% Please bill the State for $12,283.02. Oon Webb Project Engineer DL'W /bg 19,105.46 4,203.20 1,267.38 toy.47 ]27288.92 i 2� Z. 7,5 • Flo CITY OF NEWPORT BEACH Laboratory Analysis for April 1970 EL PASEO STORM DRAIN Concrete cylinders 4 tests 5.50 es. 22.00 Test No. 70 -181 thru. 184 22.00 EL PASE9 STORM DRAIN Concrete cylinders 4 tests �3 5.50 ea. 22.00 Test No. 70 -177 thru 180 22.00 HOAG HOSPITAL WATERLINE Field Time 1 man 3 hrs. �9 8.25 hr. 24.75 Relative Compaction "B" 1 tsst & 19.80 ea. 19.80 Tentative Compaction 3 tests a 11.85 ea. 35.55 Test No. 70 -C -1947 thru 1950 80.10 HOAG HOSPITAL EX ENSION 24" MAIN Field Time 2 men 1 hr. 6 16.50 hr. 16.50 Tentative Compaction 2 tests 4 11.85 ea. 23.70 Test No. 70-C -1877 & 1878 40.20 HOAG HOSPITAL - TRACT NO. 5851 Field Time 1 man 2 hrs. ® 8.25 hr. 16.50 Relative Compaction "B" 2 tests . 19.80 es. 39.60 / Test No. 70 -C -1691 & 1692 56.10 TRACT N0. 6996 Concrete cylinders 4 tests .9 5.50 ea. 22.00 / Test No. 70- 191 thru 194 22.00 BIG CANYON Field Time (1 man) 2 bra. 3 8.25 br. 16.50 r Relative Compaction "B" 1 test 3 19.80 ea. 19.80 Test No. 70- C-199i 36.30 (continued on page 2) Page 2. Field Time (1 man) 1 br. @ 8.25 bay. 8.25 Relative Compaction "B" 1 test @ 19.80 ea. 19.80 Test No. 70 -C -1294 CITY OF NEWPORT BEACH C -110 Laboratory A=Iysie for April 1970 Field Time (1 man) 2 bra. @ 8.25 hr. 16.50 Relative Compaction "A" 1 test BIG CANYON 'WATER MAIN 23.65 H 0 2 tests @ 3.36 ea. 6.60 Field Time 1 man) 2 hrs. 9 8.25 br. ( Tentative Compaction 1 test �5 11.85 ea. Test No. 70 -C -1468 2 tests a 11.85 ea. 23.70 Test No. 70 -C -1593 & 1594 12" "WATER MAIN FORD ROAD County General Overbead Field Time 1 man 2 bra. 8.25 hr. Relative Compaction "B" 1 test ® 19.80 ea. Test No. 70 -C -1506 FORD ROAD WATER MAIN Field Time 1 man) 2 bra. @ 8.25 hr. Relative Compaction "B" 1 teat 6 - 19.80 ea. Tentative Compaction 1 test 3 11.85 ea. Test No. 70 -C -1345 & 1346 FAJ 16.50 11.85 28.35 16.50 19.80 36.30 16.50 19.80 11.85 48.15 C -1105 Field Time (1 man) 1 hr. �g 8.25 br. 8.25 Relative Compaction "B" 1 test @ 19.80 ea. 19.80 Test No. 70 -C -1352 C -1106 Field Time (1 man) 1 br. @ 8.25 bay. 8.25 Relative Compaction "B" 1 test @ 19.80 ea. 19.80 Test No. 70 -C -1294 C -110 Field Time (1 man) 2 bra. @ 8.25 hr. 16.50 Relative Compaction "A" 1 test @ 23.65 ea. 23.65 H 0 2 tests @ 3.36 ea. 6.60 2 Test No. 70 -C -1378 thru 1380 STORM DRAIN RELOCATION PMUM #1396 Field Time 2 men 1 br. @ 16.50 br. 16.50 Tentative Compaction 2 tests a 11.85 ea. 23.70 Test No. 70 -C -1593 & 1594 County General Overbead Z. sp- '6 Z. l9- 3386 -orZ : /Oy, `/7 28.05 28.05 46.75 40.20 255.85 16.48 $272.33 1 LJ April 27, 1970 TO: CITY COUNCIL J FROM: Public Works Director SUBJECT: ACCEPTANCE OF PACIFIC COAST HIGHWAY WIDENING AT JAMBOREE ROAD C -1105 RECOMMENDATIONS: 1. Accept the work. 2. Authorize the City Clerk to file a Notice of Completion. 3. Authorize the City Clerk to release the bonds 35 days after Notice of Completion has been filed. DISCUSSION: The contract for"the widening of Pacific Coast Highway at Jamboree Road has been completed to the satisfaction of the Public Works Department. The bid price was: $18,500.50 Amount of unit price items constructed: $19,105.46 Amount of change orders: None Total Contract cost: $19,105.46 Amount budgeted in Account #19- 3386 -052: and #25- 3386 -052 $23,500.00 One half of the cost will be paid by the State Division of Highways. The City's share will be paid from Gas Tax funds. The contractor is Patco Construction of Corona del Mar, California. The contract date of completion was June 16, 1970. Work was completed on April 20, 1970. 1. eph Devlin lic ks Director APPR� aILD C( CI I ° COUNCIL DATE APR 2 7 1970 A C-ftos- CITY OF NEWPORT. BEACH CALIFORNIA City Hall 3300 W. Newport Blvd. Area Code 714 673 -2110 February 27, 1970 Patco Construction 502 Jasmine Corona del Mar, California 92625 SUBJECT: PACIFIC COAST HIGHWAY WIDENING AT JAMBOREE ROAD, C -1105 Gentlemen: Enclosed are four copies of the Contract Documents for the construction of the subject project. Action awarding this contract to you was taken by the City Council on February 24, 1970. It will be necessary for you to execute the Labor and Material Bond, Performance Bond, and the Contract. The date of the Contract is to be left blank, and it will be filled in when the City executes the agreement. The value of each Bond is to be 50% of the amount of the bid. The contract documents will be distributed as follows: (1) City Clerk, (2) Public Works Department, (3) Contractor, (4) Bonding Company. In addition to the above documents, please submit certificates for Public Liability and Property Damage Insurance and Workmen's Compensation Insurance. THE FOLLOWING INSURANCE REQUIREMENTS MUST BE STRICTLY FOLLOWED: 1. The City of Newport Beach is to be named as an additional assured on the Public Liability and Property Damage Insurance. 2. The limit of the insurance shall be as follows: A. Limit of liability for injury or accidental death: .Each person $250,000.00 Each accident 500,000.00 Aggregate products 500,000.00 B. Limit of liability for property damage: Each accident $100,000.00 Aggregate protective 500,000.00 Aggregate products 500,000.00 Aggregate contractual 500,000.00 IF I i Page 2. 3. The Policies shall be endorsed as follows: "It is hereby understood and agreed that the Policy to which this certificate refers may not be cancelled, materially changed, nor the policy allowed to lapse until ten (10) days after receipt by the City Clerk of the City of Newport Beach, City Hall, Newport Beach, California, of a registered written notice of such cancel- lation or reduction in coverage." The specifications require that all of the above documents be executed and returned to the City within 10 days after they have been mailed to you. Very truly yogrs, Don L. Webb Project Engineer DLW /ldg CC: General Accident Insurance Group Eric Moore and Associates 633 E. Chapman Orange, California 92667 i 4 C-1105 Handley construction 216 N. Clara Street Santa Ant California 92725 �r March 2o 1970 Subject: Pacific Coast H114 4idening at bad. C-1105 sentlement, This is to INferm you that Pa traction of Corona del "air submitted the low -Ibid of $18.500 fomff subject, project. We wish to the A you for submitting a W hopo you will 4'. � Od continue your interest in future projects for"OO'City Of Newport Beach. Very truly yours. 4 Don L. Webb Project Engineer DLW/SM CC. El.L. White R.W.McClellan Lynam-Wood Sully-Miller Griffith Co. r to February 24, 1970 TO: CITY COUNCIL FROM: Public Works Department SUBJECT: PACIFIC COAST HIGHWAY WIDENING AT JAMBOREE ROAD C -1105 RECOMMENDATION: Adopt a resolution awarding the contract to Patco Construction for $18,500.50 and authorizing the Mayor and City Clerk to' execute the contract. DISCUSSION: t•3(Z) Seven bids for the construction contract were received and opened in the office of the City Clerk at 10:00 A.M. on February 17, 1970. Patco Construction, Corona del Mar $ 18,500.50 E. L. White., Garden Grove 20,317.50 R. W. McClellan, Costa Mesa 21,159.82 Lynam -Wood Company, Corona del Mar 21,597.00 Sully- Miller, Orange 21,793.00 Griffith Company, Santa Ana 24,905.00 Handley Construction, Santa Ana 25,627.00 The low bid was 7% below the engineer's estimate of $19,870. Although Patco Construction has not previously done work for the City of Newport Beach, a check of the references supplied indicates that the firm is well qualified. The owner was formerly associated with another local paving contractor and has worked on City contracts while in that capacity. This project will provide for the widening of Pacific Coast Highway to allow for the installation of two left turning lanes from the Coast Highway onto northbound Jamboree Road. This improvement will result in a shorter stopping time for the through traffic on the Coast Highway and still permit a large left turning movement onto Jamboree Road. The work will be funded 50% from City Gas Tax Funds and 50% by the State Division of Highways. The estimated date of completion is June 1, 1970. 1 Alin Director APPROVED BY CITY COUNCIL FEB 24 1970 DATE I 0 0 January 26, 1970 TO: CITY COUNCIL FROM: Public Works Department E-5 SUBJECT: PACIFIC COAST HIGHWAY WIDENING AT JAMBOREE ROAD (C -1105) RECOMMENDATIONS: 1. Approve the plans and specifications. 2. Authorize the City Clerk to advertise for bids to be opened at 10:00 A.M., February 17, 1970. DISCUSSION: This project will provide for the widening of Pacific Coast Highway to allow for the installation of two left turning lanes from the Coast Highway onto Jamboree Road northbound: This improvement will result in a shorter stopping time for the through traffic on the Coast Highway and still permit a large left turning movement onto Jamboree Road. The estimated contract cost is $19,500.00. The project will be funded one -half by City Gas Tax Funds and one -half by the State Division of Highways. The plans were prepared by- Williamson and Schmid Engineers of Santa Ana. The estimated date of com- pletion is June 1, 1970. l eph T. evlin lic W r s Director W /ldg APPROVED BY CITY COUNCIL DATE JAN 26 1970 W FORM HM -P -202 a r s L 46 srera or CnLvoxru 770 -E- 771995 VUeRrhM1rr or PUBLIC TOM No._--- _- --__ -- DIVISION OF HIGHWAYS ENCRQKHMENT PERMIT To City of Newport Beach 3300 W. Newport Blvd. Newport Beach, CA 92660 Attn: Mr. B. Nolan, City i y RECEI)C/ pUBIIC WFEF NITV pg X CILIF. EA t9r. J Los Angeles California January 27, '19-12 In compliance with your request of ----- December 15--------- 19 69 and subject to all the terms, conditions and restrictions written below or printed as general or special provisions on any part of this form PERMISSION is HEREBY GRANTED To perform street Widening, signal modification Ld restriping work in accordance with Cooperative Agreement #2437, .thin the Division of Highways' R/W for the intersection of Pacific past Highway.. Ora- 001 -17.4, and Jamboree Rd. as shown on the attached .ans.. All work shall be performed in accordance with the plans, iecifications and terms of the Cooperative Agreement. d the Division of Highways' representative find work in progress to his notification, he shall stop said work for a period not less the remainder of that working day. attached'Signal and Roadside Improvements sheets are part of this pit. striping work, call Mr. 0. Alexander, Supt., SXgn Shop, 72 hours in nee of work; Phone 213 - 723 -1273. ial attention is directed to General Provisions 2, 3, 5 and 6 ted on this form. This permit is to be strictly construed and no work other than that specifically mentioned above is authorized hereby. This permit shall be void unless the work herein contemplated shall have been completed before -- - ----- - --- April a- 001 -17.4 C:nm : JAL SANTA ANA GRAF HUSEBY HEWES . SIGN SHOP DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS A. C. PTPITTE y MAINTENANCE. - PERMITS SPECIAL PROVISIONS (ROADSIDE IMPROVEMENTS) i TO BE ATTACHED TO AND MADE A PART OF PERMIT NO. 770 -E- 771995 I. INSPECTION REQUIREMENTS It is imperative that the permittee notify the following State Inspector at least 48 hours prior to starting any work under this permit. State Inspector: F HuAeby phone.714- 542-4739 between R anti a-m. only _or if no answer phone between�00 a.m. and �� p.m. All inspection costs incurred incidental to this work shall be borne by the permittee. All work shall be performed during the working hours regularly assigned to Division of Highways Employees. II. CONSTRUCTION REQUIREMENTS Unless otherwise detailed and authorized on the face of this permit, all work shall be done in accordance with the Division of Highways Standard Specifications dated July 1964, and the following special provisions: (Only items pertaining to the applicable construction work will apply.) A. Sidewalk shall be constructed with Class "A" Portland Cement Concrete four (4) inches in depth except at commercial driveways where six (6) inch depths respectively, will be required. Back edge of sidewalk shall be placed on the right -of -way line. The finished grade of sidewalk shall have a cross fall of 1/4 inch per foot. Concrete shall be scored in accordance with the Standard Specifications or so that scoring will match adjoining existing concrete. B. P.C.C. sidewalk, driveways, shall be constructed using a minimum of 4" of Class A P.C.C. over 4" of pea gravel or sand subbase. The 4" of sand subbase may be waived provided the native soil has a sand equivalent value of 30% as determined by California Test Method 217F or as determined by the State Highway Representative. C. Concrete curbs and gutters shall be constructed grades or, in conformance with existing curb fo grade. (State Standard type curb and gutter is and alignment of portions of curb- returns lying Division of Highways right of way must have the city or county involved. to authorized plan alignment and required.) Grade outside the approval of the Prior to the construction of new curbs, the permittee shall relocate surface obstructions (such as utility poles, trees, etc.) to locations back of the proposed curb, also continuation of curb line within the following limits: Fifty (50) feet back from beginning of curb construction and one hundred and fifty (150) feet beyond the end of curb construction for safe traffic movement. Removal or relocation of surface obstructions shall be done without expense to the State. 7 -MP -610 JAN 69 Rev. (OVER) a i r POLES, WIRES, CABLES AND OVERHEAD STRUCTURES 28. Location Pole lines, etc. Pole lines shall be located one foot from the property line unless otherwise specified on the face hereof. 29. Public Utilities Commission Orders. All clearances and type of construction shall be in scwrdana with the applicable orders of the Public Utilities Commission of the State of California. 30. Permission from Property Owners. Whenever neceuary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starting work. 31. Clearance of Trees. Poles most be of such height as m permit eletranoe over a tree 40 feet in height, where quick growing trees are in place. At locations where slow growing tree are in plus, normal construction standard may be followed at the option of the pole line company, with provision to ultimately clear a 40 -foot tree. 32. Guy Wires. No guy wires are to be attached to trees except m specific authority and in no neat shall they be an attached as to girdle the test or interfere with its growth. Guy wires shall be kept at a minimum elevation of six feet above the ground whenever so directed. 33. Clearing Around Poles. The Permittee shall remove and keep elm all vegetation from within a radios of at least fin feet of the polo. 34. Painting or Visibility Strips. All poles are to be painted for a distance of six feet above the ground using white lead and oil or aluminum paint or in lieu thereof, when role have cremoted butts, wood, metal or other approved type of visibility strip may be placed. Wood strips are to be Douglas fir 1" x 3 —3' long placed on 6" centers about the bee of pole and painted with white lad and oil or aluminum paint. If metal strips an wed such strips maybe placed either vertically or horizontally. Paint is to be renewed as often as may be required to maintain a satisfactory covering. If ssdt painted when installed or renewed as the granter may consider necessary, the right is reserved to have this painting done and the Permitter hereby agrees to bass the cat thereof under the tuts of this permit. Polar that do not prams a seeable tru is hazard will be given consideration for exemption from thaw provisions upa welrves requns of Pemirtes accompanied by perrinmt data as to polo location, difin. in aleatim, arc. The gattewl decieian will be fiwf in this regard. $5. Remove Old Poles, Guys and Stubs. The entire length of such timbers shall be removed item the ground and the holes backfilld and thoroughly camped. PLANTING TREES 36. Location and Species. The location and kind of trees to be planted shall be specified on the face of this permit. 37. Planting and Maintenance Cost. The Permitter must bear the cost of planting the trees. The arrangement as to maintenance of the trees shall be specifically set forth on the face of the permit. In particular taus arrangements may be made for the Grantor to do this work upon deposit of a certain sum for each tree which is to be planted. The Grantor reserves the right to assume the maintenance or to decline to do so as conditions justify. 38. Group Planting. The cost of group plantings and similar special work which may be agreed upon with the Grantor shall be borne by the Permittee. Land for such plantings shall be secured in fee by the Permitter and turned over to the State. Plantings for parking and picnic grounds will not be considered in this connection. REMOVAL OR TRIMMING OF ROADSIDE TREES 39. Removal of Treat. When permit is grand for removal of a tree u en independent operation or as a pan of other work, the entire stump shall be taken out for a depth of at last two feet blow the ground surface. 40. Clearing the Site. All timber and debris shall be removed from the right of way. The hole left by the stump shall be backfilld and thoroughly tamped and the site left in a presentable condition. 41. Trimming of Trees In general, only light trimming of branches two inches or less in diameter will be permitted and only when specifically so stated on the face hereof. The shapeliness of the wee must be preserved. 42. Inspection. If the permit requires inspection by the Grantor during progress of the work the cost of inspection shall be borne by the Permitter. No charge will be made for occasional routine inspection. Road Approaches, Connecting Pavements and Minor 'Work 43. Grander and Speelficetic ns. Grades and types of construction shall be u detailed by plans or stated era the face of this permit. 44. Borrow and Tate. Only such borrow, and waste will be permitted and within the limits se see forth on the face of this permit. 43. Minor Work. Grading down of small banks, small ditches, placing of awnings, and other similar minor work shall be governed by the general provisions and as detailed on the face hereof. Signs 46. Clarence of Sight. The minimum clearance from the sidewalk shall be twelve fat. Railroad Crossings 47. Safety and Convenience. The future safety and convenience, of the traveling public aball be given every consideration in the location and type of construction. 48. Meet Highway Grade. The grade and superelevation of the track must conform m the grade of the highway at point of crossing. 49. Width of Paving. The crossing shall be planked or paved u may be specified on the face of this permit for the full roadway and shoulder width. EIT. aria. aaaaa -am r -ea Is. nary 1 y MAINTENANC9 - PERMITS SPECIAL PROVISIONS FOR ENCROACHMENT PERMIT NO. 770 -E- 771995 HIGHWAY FACILITIES: THE PERNITTEE SHALL NOTIFY THE DIVISION OF HIGHWAYS' SIGNAL LABORATORY AT 213 - 723-1373, AT LEAST 72 HOURS IN ADVANCE OF ANY EXCAVATION WITHIN 500' OF A SIGNALIZED INTERSECTION OR IN THE VICINITY OF STATE LIGHTING FACILITIES. THE PERMITTEE AND /OR HIS CONTRACTOR ASSUME THE RESPONSIBILITY FOR THE PAYMENT OF ALL COSTS INCURRED BY THE STATE IN REPAIRING FACILITIES DAMAGED DURING CONSTRUCTION. REQUESTS FOR RELOCATION OF,FACILITIES FOR THE CONTRACTOR'S CONVENIENCE MUST BE MADE IN WRITING WITH THE CONTRACTOR ASSUMING COSTS. 7-e -650 DEC .:68 -- i C -1105 See Contract File for Traffic Signal Plan — Pacific Coast Highway at Jamboree Road f I THE IRVINE COMPANY NEWPORT FINANCIAL PLAZA. 550 NEWPORT CENTER DRIVE • NEWPORT BEACH, CALIFORNIA 92660 • (714) 644 -3011 I July 31, 1969 ' I _v •r�; City of Newport Beach p�B f�f�VfD 3300 Newport Boulevard Newport Beach, California 92669 ur! 1968b.:—; Attention Mr. Donald L. Webb NEwpo8r 01? Y CA(lfSEACH Subject: Pacific Highway Widening at Jamboree Road Gentlemen: Enclosed are the executed originals of two easements which will soften the existing deceleration lane at the northeast corner (Mobil Oil Station) and northwest corner (Shell Oil Station) of Jamboree Road and Coast Highway. Very truly yours, Colin A. Relf Real Property Coordinator CAR /cjz Encls. 0 July 28. 1969 State of California Division of Highways, District 7 P.O. Box 2304, Terminal Annex Los Angeles, California 90054 Attention: Mr. B. H. Clark Subject: East Coast Highway at Jamboree Road 07 -GRA -1 17.4, Agreement No. 2437 Gentlemen: The City has scheduled August 19 as the date at which we hope to begin advertising for bids for the channelization and modification of the traffic signal system at the intersection of East Coast Highway and Jamboree [toad. This advertising date would enable construction to begin by mid - September. The plans and specifications for the project are substantially complete except for the traffic signal modification plans being prepared by your office. These plans, along with a sample of the special provisions you will require, are needed by August 11 to allow us time to prepare final plans and specifications by August 19. Your assistance in helping us to meet the proposed schedule would be greatly appreciated. Very truly yours, Benjamin B. Nolan Assistant Public Works Director DLW /ldg CC: Williamson and Schmid r July 24, 1969 Traffic Department State of California Division of Highwa, s, District 7 P.O.Box 2304 Los Angeles, California Attention: Mr. A.K.Goldin - District Traffic Engineer Subjecg: Pacific Coast Highway Widening at Jamboree Toad (07 -ORA -1 17.4) District Agreement No. 2437 Dear Mr. Goldin: Enclosed are the original and two copies of the subject agreement and two copies of the resolution by the City Council authorizing approval of the agreement. These documents were approved at the July 14, 1969 City Council meeting. Please return one fully executed copy of the agreement for our files Very truly yours, `TIC Donald L. Webb Project Engineer DLW /em Enclosures 2304, LOS ANGELES 90054 June 16, 1969 7 -Ora -1 17.4 07371 - 512 - -- 0 -1609 Mr. Joseph T. Devlin Director of Public Works City of Newport Beach 3300 West Newport Boulevard Newport Beach, California Attention Ms. Laura Lagios City Clerk Dear Mr. Devlin: Reference is made to proposed modification of signals, lighting and road construction at the intersection of East Coast Highway and Jamboree Road. Attached are the original and six copies of a City -State Participation Agreement No. 2437 covering costs. Please sign the original and two copies of this agreement. When the agreement is executed on behalf of the City, please return the original and two copies of the agreement and two certified copies of the resolution by the City Council authorizing approval of the agreement. After signature of the District Engineer, one copy of the fully executed agreement will be returned for your files. IML:lp Attachs. Very truly yours, e5�� 4ed�_ A. K. GOLDIN District Traffic Engineer Traffic Department RECEIVED \'i\ PUBLIC WORKS 9 JUN 19 3969 6 - CITY OF NEWPORT BEACH, CALIF. STATE OF CALIFORNIA — TRANSPORTATION AGENCY RONALD REAGAN, Governor DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS DISTRICT 7, P. O. BOX 2304, LOS ANGELES 90054 June 16, 1969 7 -Ora -1 17.4 07371 - 512 - -- 0 -1609 Mr. Joseph T. Devlin Director of Public Works City of Newport Beach 3300 West Newport Boulevard Newport Beach, California Attention Ms. Laura Lagios City Clerk Dear Mr. Devlin: Reference is made to proposed modification of signals, lighting and road construction at the intersection of East Coast Highway and Jamboree Road. Attached are the original and six copies of a City -State Participation Agreement No. 2437 covering costs. Please sign the original and two copies of this agreement. When the agreement is executed on behalf of the City, please return the original and two copies of the agreement and two certified copies of the resolution by the City Council authorizing approval of the agreement. After signature of the District Engineer, one copy of the fully executed agreement will be returned for your files. IML:lp Attachs. Very truly yours, e5�� 4ed�_ A. K. GOLDIN District Traffic Engineer Traffic Department RECEIVED \'i\ PUBLIC WORKS 9 JUN 19 3969 6 - CITY OF NEWPORT BEACH, CALIF. 0 TO: CITY COUNCIL FROM: Public Works Department 46 July 14, 1969 E -3(0) SUBJECT: COOPERATIVE FINANCING AGREEMENT FOR THE WIDENING OF PACIFIC COAST HIGHWAY AT JAMBOREE ROAD RECOMMENDATION: Adopt a resolution authorizing the Mayor and the City Clerk to execute the subject agreement with the State of California. DISCUSSION: This project was rebudgeted from FY1968 -69 to FY1969 -70 in an effort to secure State participation in the project. The State has studied the project and has classified it as a safety improvement to Pacific Coast Highway. The subject cooperative financing agreement provides for the State to pay for one -half of the design engineering costs, construction costs,and construction engineering costs- .,up to a maximum of $13,000. The preliminary cost estimate for the construction of the project is $20,000. The City's portion of construction costs will come from Gas Tax Funds. Ten thousand six hundred dollars has been included in the 1969 -70 proposed Capital Improvement Projects for the City's share of the work. eph T Devlin lic rks Director ldg 4ppRo�ze D DgTF / n C11'li 1. 196 101/k/ 07-0ra-1 17.4 07371 - 504062 Coast !UghW&y at ja,-,,,Lorte Road District Agreement No. 2437 TITS AGR� MENT, MADL AND U2i-'E; ED INTO T115 DAY OF 19 BY AND Cify ")F c"IEWPOWZ BBAC)i body politic and a municipal corporation of the State of California, hereinafter referred to as 'CITY" A-'D STAT� 1 .1 jF CALIF%X:t.IIA acting by and through its Business and Transportation Aqlency, Department of Ilublic Works, Division of LUghways, hereinafter referred to as I :rif:ReA 5TAT.1 and CITY contemplate modification of traffic control signal aysta:r., safety lighting and c:e.=,nnelisation at the ii,tarsection of Jamboree Road with :stater SA ,hway Route 1 Gast Coagt Hi- ~hway) , all of which is situate i withir. the City of Newport and desire to specify Leer -ir_ the tend an <i con-iitinns under which sail work is to be accomplished, .financed and -Inaintainei. ,,Ai, '. o-LRi P-ol , , in consideration of the covenants and conditions herein contained, the parties hereto agree as follows CITY AGREES: (1) To modify the traffic control signal systen, safety lif:htia^ and ch<annelization and construct the roadwork hereinuef.ore :.entionec, throunti construction by contract with construction contractor licensed by the State of �;alifornia, sail contract to be carries' out in accordance with laws governing CITY with reference to the character of the work to be crone thereunder, any' to be complete:: in conformity withh plans and specifications of CITY or STATE, ansa to the satisfaction of and subject to the approval of STA`i'r'. -2- . • i (2) To bear CI Y'S share (2/4) of design engineerin- costs, construction engineering costs, and construction costs required to complete -the work referred to herein, such share to be a sum nearing the same proportion to the total cost of work referred to herein as the number of legs of highways under jurisdiction of CITY at the intersection involved bears to the total number of legs of highways at such intersection. (3) To reimburse STAT:: for (�I V S proportionate share of the cost of :maintenance and operation of sai3 traffic control signal systeua and safety lighting, such share to be c?etermined in the manner provided in that Agreement for r %aintenance of State highways within the CITY which is in effect at the time said costs are incurred, or if no such agreement exists, such share to be a sum bearing the same proportion to the Cotal cost of maintenance and operation of said traffic control si:,nal system and safety lighting as the number of lags of highways under jurisdiction of the CI'T'Y bears to the total number of legs of highways at such intersection. -3- SZCTIO,q 11 (1) i'n s?a to ITy, promptly upon rendition "v of a sstate?:',ant therefore, ST T IS share (2/4) of the ...sign engineerizi7 costs, construction engineering costs, and construction costa rec;uiree, to co,plete the work referred to herein, such share to De a sum bsarin, the same proportion to the total cost of work rererrec_ to herein as tiae number of legs of higitwa fs �zn,ter jurisdiction of ST.'ATzs at the intersection involved, rears to the total number of logo of highways at such intersection. it is estimated that SI'A' share is $13,000. The actual amount of ';TAT,?'. share will be determined after the work is completed, but in no =:vent shall TA':`: , r share exceed $$13,000 unless otherwise provide, in a subsequent agreerent between CrlY and : -tate. (2) To maintain and operate the entire traffic control signal system. e=aid safety lightinr, as installed. ShITTOJ III 1. It is loutually understood and artreec' (1) That design engineering costs, including all overhead charges attributed to design engineerin, are to -4- I be 22 `percent of constr+otion costs of the work referre " to herein. (2) That cbli�ations of STATE under terms of this Agreement axe to tha allocation of funds by the California .i ihway Commi9sion ' (3) itt neither STATE nor n; y officer or vaployee thereof shall be responsible for any damage or ?-lability occurring by reason of anything done or onitted to be done by CITY under or in connection with any work, authority or jnr.isdiction deleratsa! to C.17Y unde'r t: is Asareelrent. T_t is also understood and a•rci�,O that, pursuant to government Cnde Section 895.4 CITY shall fully inie!-nify and hold State ha wless from any liability is -1posed for injure (as defined by Government Coda Section 810.8) occurrin' -1 by reason of anything uona or omitted to be done by CI,rY under or in connection wit?: any work, authority or jurisdiction c'.elecxated to CITY uneer this Atfreenstnt. (4) ghat neither CITY nor anv officer or er,rloyee; thereof, is responsible for any darane or liability or- curring by reason of anything :tone or or,:itteo to be kgone by under or in connection with any work, authority or jurisdiction not delegated to CITY undor this 3 roa- '.iert. it is also understood and agreenI" that, pursuant to . -overn -vnt Code :action 895.4, :?TMI'I, shall fully indemnify and hold CITY -5- 0 0 1 r_ harmless from any liabili%y imposed for injury (as defined by Government Code Section M.8) occurrirn;r by reason of anything dons or omittea to be 4one by 5' AT& under or in connection with any work, authority cr iurisdir_ti-n not delegated to CITY under this agreement. (5) That, should any portion of the project be finance8 with Federal Funds or State Gas r4x Funds all applicable procedures and policies relating to the use of such funds shall apply notwithstanding other provisions of this agreement. 1'i WIT iiZS ii ll>Irt : {SFr the parties hereto have caused this Agreement to be executed by thesir, rnspeetive officers, duly authorized, the provisions of which .Alreemenr_ are effective as of the uay, month and year first hereii, above written. ._6_ STATE. OF CALIFORNIA CITY OF !4':TWPORT BEACH Department of Public UTorks Division of or J. A. LrGARRA State tate t .-iglhway 1-n(jineer By Drit:rl:cTtl-n4l veer - -7- Attest: C�.ty Clerk Approves; as to Form and "-'roceJure - City Attorney WILLIAMSON and SCHMID CIVIL "GINEERB 1595 EAST FIRST STREET SANTA ANA, CALIFORNIA 52701 PHONE 547 -45721 July 11, 1969 City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 Gentlemen: !1 ti_. 1 -$ Due to the wage and benefit increases which were necessary for our employees, and the pending increases under the union contract for the surveyors which will become effective August 1, 1969, it will be necessary to revise our standard fee schedule. Effective August 1, 1969, all work not covered by previous agreements will be performed at the standard hourly rates listed on the enclosed schedule dated August 1, 1969. All work being performed under proposals submitted prior to this date will be billed on the basis of those proposals until the work is completed unless the proposal provided for rate increases. Sincerely yours, WILLIAMSON and SCHMID Bob W. Williamson :u STRUCTURES HYDRAULICS • SURVEYING • LAND PLANNING • HIGHWAY CONSULTANTS ,� WILLIAMSON and SCHMID CIVIL 2NCINEER2 1526 EAST FIRST STREET SANTA ANA. CALIFORNIA 92701 H1ox2 847.18721 STANDARD HOURLY RATES Effective August 1, 1969 to July 31, 1970 Blueprints at Cost, Plus 25% STRUCTURES • HYDRAULICS SURVEYING LAND PLANNING HIGHWAY CONSULTANTS'. ,: Hour Principal Engineer $24.00 Design Engineer $16.00 Assistant Engineer $14.00 Draftsman $12.00 Secretary $5.00 4 -Man Survey Party $45.00 3 -Man Survey Party $38.00 2 -Man Survey Party $30.00 Blueprints at Cost, Plus 25% STRUCTURES • HYDRAULICS SURVEYING LAND PLANNING HIGHWAY CONSULTANTS'. ,: Williamson and Schmid 1635 E. First Street, mr, wflit "M -W SubJeett Paciflo'coost Videsing at Jamboree Road Gentlemen: This cWIvw my"Ohope conv" too of June no the cowletion, of 1 0 the Cher design at orl 't Jim that with, =01. pr State The completion do% -0 Saar eftimsering services, agreement wilt: bo, extended to 30 Caleader days tram July i. 1969. A camp rativo financing agreamamt With the State will be SO-_ witted to Ihs� CiVr Council foricansiderstion on July 14# IM The State me "r"d to finance one-half of go construction sed.0 engineering cut's for tho. project, Very truly your&# Donald WGU Project Engineer �i!ic &:g;:. . CI rQ tST R:L;.�:iARTEIiS CO!'Y ' {.!2zr t.'I; " -- June 9;' 1969 ,. - i' "IC r PG3,_,E Ain- I u•na una .. K_ Y yU+ ppyy��'- - .. FTd'Lt::a�..!•.E +£-1:Yia�CCSV'Af rVIT.- DATE- - INITIATING SOURCE s 07 -ora-1 1 .4 ' - LI -ACC DEk, S IL ANCF. (_ LI [ITV tPAtf:C ENDS " Li- DISTN ICT VRAFFIC ENGR ❑ COUNTY -ENGR ':01STRICT x COUNTY ROUTES - POSTMILE LIMITS - ❑ D15TR ICT MAINT, ENGR q- ❑ PRIVATE CITIZEN -.East :Coc:st T:Sligh-way at Jamboree Road - .❑ HIGHWAY PATROL LI GROUP OR ORGANIZAT :ON . - .: ❑ CITY POLOE.DEPT - -m- r- ty F. ng�'„ —^ LOCATION V C-, tv' of Newport Beach T- 16C9 -F NAME AND ORGANIZATION - - TRAFFIC FILE NO. ,:TRAFFIC FILE DATE 3300. W. Newport � Blvd., Newport Beach J,W,GrahaYn /B.r.Ctitter REAR END OTHER - - STREET ANO CITY -.' '� - _. - INVE3TIGATEO BY 25 p 12.-- 12 -68., "0371 9o4o62 CONTACT, 6v:. ❑ TELEPHONE ,- - .-5955001 tl INTERVIEW M LETTER 1 DATE' ' " - TY PE .INVESTIGATION INDICATED NO LANES TYPE FACILITY AREA FED'; AID SYSf "'SPEED ZONE AVERAGE DAILY TRAFFIC 3. 373000 -' $1 SIGNAL SIGN ❑ 2 -LANE -X C-CONVENTIONAL ❑ A -RURAL DE i -FAP ❑.25 ❑ 55 STATE HWY - CHANKELIZATION ❑ GUIDE . ❑: 3 -LANE ❑ O- DIVIDEO. U`URBAN ❑ 2 -FAS ❑ 30 U 6 - RAMP`'; -- Cl LIGHTING - Cl WARNING Z -4 -LANE CI E- EXPAESSMAY El 3-INTERSTATE ❑ 35 0 65 CROSS ST _' GUARD RAIL ffi REGULATORY 1-3 6 -LANE ❑ F- FREEWAY ❑ R -STA FE ❑- AO - CI 70 RECONSTRUCTION ❑ PARKING ❑ . 8 -LANE ❑ _S -CITY COUPLET - ❑ A5- ❑ ITRI PI IG 1❑ _ter ❑ -LANE In 50 10 T,C f -1 .. 'rl 6n (]T ❑ -BLAME - - TIME FROM - 1- 6 7T012- 3176 11CARS: ACCIDENT SUMMARY POST MILE: -FROM -17.32- TO 1753 . NUMBER OF ACCIDENTS INVOLVEMENT - LIGHT NO. PERSONS - -TYPE OF ACCIDENT - - - PREVALENT YEAR TOYAL FATAL INJURY Ip0 SINGLE ECNICLE MULTI- ECHICLE PEp. "- O<Y LIGHT DARN KILLED INJURED NIT O.1. ANGLE .APP. TURN REAR END OTHER TYPE, OF AC[10ENT 1967 25 0 16 9 1 24 - 3. 7 0 27 1 3 3. 18 - 1968 22 1 to 11 4 1- - 13 c 1 20 4 3 2 13 -. TOTAL 47 1 26 20 5 42 _ 31 16 1 47 5 6 5 31 - R.E. . AAAA YEARLY AVG, - - - EXISTING CONDITIONS (See attached .sheets - - A,warrant sheet is not needed for this type project. TYPE IMPROVEMENT RECOMMENDED - DETAILED RECOMMENDATION AND REMARKS ❑ I.- NEW SIGNALS .D9 f 10 - RECONSTRUCTION - 2 - MOOIFIEO SIGNALS ° 11 - SIGNS AND OR STRIPES (See attached sheets ) ❑ 3 - NEW SIG. W: CYANN (1 12 - MEDIAN BARRIERS - - - ❑ A - MOO. SIG. WICNANN. ❑ 13 - EDGE STRIPES - - UN 1 0.1969 JUN ❑ 5 - FLASHING SIGNALS ❑ 14 - RR XING PROTECTION - 'I - Dates Date: - ❑ 6 - SAFETY LIGHTING ❑ 15 - _ `: 7 DELINEATION — - - ❑ B- GQARO RAIL b M f Approved T, X 9 - CHANNELIZATION ❑ 20. NO ACTION MO COMMENTS T. :. LA'. . - VCR !A rov0rr'S? N�- ifr[�eTVitstc:tioG i:e"r.+i. H. AYANIAN3 District Engineer; EXISTING COND MONS East Coast Highway is a four -lane, east -west oriented State highway. The northeast and northwest corners of East Coast Highway at Jamboree Road have been recently, widened .under encroachment permit and a mandatory right - turn lane has been striped for westbound vehicles.. Channel ization for left -turn movements are provided for both east -. bound-And westbound vehicles on East Coast Highway. Sight distance, as noted in previous investigations, is restricted for oncoming Jamboree Road traffic at this intersection. It is due to the existing vertical curves on both legs of Jamboree Road and the relatively high crown of East Coast Highway. Accidents at this location are predominantly of the rear- { end type involving both east - and westbound vehicles on East Coast Highway. These rear -end accidents are attributed to congestion, inclement weather, driver defects and the obstruction of through traffic by the backup of vehicles waiting to turn left on East Coast Highway. DETAILED RECMDMIDATION AND RE14ARKS As a result of a field investigation and an eight -hour manual traffic count, we concur with the recommendation of City of Newport Beach that restriping, signing, road widening and the relocating of an existing si;;nal island ,. on the west leg of East Coast Highway be done to provide for a double left -turn pocket lane for eastbound vehicles, This will eliminate the frequent backup o£.traffic from the existing left -turn pocket,. as observed, and reduce the number of.rear -end type accidents.; A cantilever sign, with-two.R59R's facing eastbound vehicles, to be installed in the median island on the west leg of East Coast Highway is also recommended. Additional restriping revision and roadwork widening is to be done on the east leg of East Coast Highways as propose@ by ,City of Newport`Beach, to extend the existing I mandatory right -turn lane in order to expedite and relieve existing traffic. .eor+.gestion through the intersection during peak hours. y ��. .. �B A y N E C ron L :> . -512 & MAR 67 Rev i% ,^ hNr d p `t I Y t AM PEAK PM PEAK TOTAL Z 9 /1 9 /Z. IEAST CogTSj •BS6 A" 19)U34t5,ig, Q /boa 7/ N 49, o . 3681 5 50 0 - awl wa•/66hsmowrs- L4w/cr 7 L%EOARTAI!"r . DIRECTIONAL - _ d. V TRAFFIC COUNT 9 s PAST C64 SJ 'k p :. A dAicrero eEE E?i� - -- o INTfRSECT1ON iVFwf'v.E'l BEAtlI 7uErA4y z8 6g -i DATE - - i4ie�_�wa�_- 23�3�- �'' --• --- et► T3a B ------ --- ----- PEAK PEDESTRIANS l' N6UF -- VaNfiYf ., . . TOTAL PEAK -' - - - -- - TRAFFIC REPORT MO, T -' . . -512 & MAR 67 Rev r 5 x� State of California Division of Highways G_�' / V7. P.O. Box 2304, Terminal Annex / Los Angeles California 90054 Attention: Mr. James G. Bell Assistant District Engineer - Traffic Subject: Widening of Pacific Coast Highway at Jamboree Road Gentlemen: Enclosed are the following:. 1. Preliminary Plan No. R- 5095 -5 for widening of Pacific Coast Highway at Jamboree Road. (Blue line and sepia copies.) 2." Profile of Jamboree Road at Pacific Coast .Highway. 3. Profile of Pacific Coast Highway at. Jamboree Road. .. 4. Log of pavement cores taken on Pacific. Coast Highway near Jamboree Road. The enclosed drawings, prepared,by our consulting engineers, Williamson and Schmid, shoe: the proposed improvements plus_ the improve- ments recently completed by the Mobil Oil Company and,the Shell Oil Company. Mr..Bob Will- iamson,,our consultant,:has been in correspondence with Mr. Bert Clark of your office concerning the revision to the traffic signal installation. _. A preiiminary study of the Jamboree Road.and Paci fi c. Coast Highway (PCH) profiles indicates that to obtain an appreciable increase in sight .distance the.PCH crown would have to.be lowered over a foot. :Accomplishment of this would ", nvolve.extersive reconstruction of PCH on both sides.of Jamboree Road: The presence`of the underlying concrete.pavement at a depth of about one foot further complicates...the reconstruction process. TRAFFIC DATA (1) Present ADT (SH) ' 7. .r. (CS) ° Volume Correction Facto: (2) Future ADT (SH) (3) Average ADT (SH) s ° VCF • �) ■ , f ACCIDENT DATA Location PM Limits TOT. FAT. L 2. 3. 4. Total ACCIDENT SUMMARY IN3. PDO SV : MV LT OK PREVALENT TYPE ACCIDENT .3i Time Period of Accident Study t - f G �� i `_3 i No. of years Acc/Year '' S Acc /MV �' 31 for Acc/MVM REDUCTION FACTOR CALCULATION METHOD t =(y7-1 / odJ k" l� .7 Z .cfv7�1 dig /i cC' i fJ' aJ'' 1. Average Reduction Factor % �� -�� 2. Reduced Accident Rate ( Acc/MY less Acc /MVxRF) y� F Base Rate 3. Differential Rate (If positive use Average Reduction Factor -If negative complete the following steps) 3. Existing Accident Rate t' 3 L' less Base Rate ° = �' '� Differential Factor 4. Diff. Factor c'' 2' + Acc. Rate �' 1. - 2 ` % Calculated RF (or IF) (b) - METHOD II Acc/MVM - Statewide accident rate for proposed type of road Acc/MVM - "Expected accident rate after improvement based on engineering analysis of the accidents. 2. Existing Accident Rate Future Accident Rate (Use larger of a or b) Change in accident rate - Difference Acc /MVM Acc /MVM Acc /MVM 3. Change in Acc:; Rate + Exist. Acc: Rate % Calculated RF (or IF) . • AFETY EVALUATION SHEET* SA* PROJECT DATA Date Dist.-Co.- Rte. -P M t � /i IJ "'i f A' �%I %C / LC rL /�'_.G Location /� {l /il ). LJr•L G: -C�f -u 'I Proposed Improvement << %ii f7 �': /�, f, ,�� Length -Cost of Project — Service Life of improvement yrs. No. of Lana Type Roadway Type Median Left`Turn Lana AREA Existing Roadway: Urban Proposed Roadway: 4' ;'" :' ` �'�' °'ci / ' Rural Q TRAFFIC DATA (1) Present ADT (SH) ' 7. .r. (CS) ° Volume Correction Facto: (2) Future ADT (SH) (3) Average ADT (SH) s ° VCF • �) ■ , f ACCIDENT DATA Location PM Limits TOT. FAT. L 2. 3. 4. Total ACCIDENT SUMMARY IN3. PDO SV : MV LT OK PREVALENT TYPE ACCIDENT .3i Time Period of Accident Study t - f G �� i `_3 i No. of years Acc/Year '' S Acc /MV �' 31 for Acc/MVM REDUCTION FACTOR CALCULATION METHOD t =(y7-1 / odJ k" l� .7 Z .cfv7�1 dig /i cC' i fJ' aJ'' 1. Average Reduction Factor % �� -�� 2. Reduced Accident Rate ( Acc/MY less Acc /MVxRF) y� F Base Rate 3. Differential Rate (If positive use Average Reduction Factor -If negative complete the following steps) 3. Existing Accident Rate t' 3 L' less Base Rate ° = �' '� Differential Factor 4. Diff. Factor c'' 2' + Acc. Rate �' 1. - 2 ` % Calculated RF (or IF) (b) - METHOD II Acc/MVM - Statewide accident rate for proposed type of road Acc/MVM - "Expected accident rate after improvement based on engineering analysis of the accidents. 2. Existing Accident Rate Future Accident Rate (Use larger of a or b) Change in accident rate - Difference Acc /MVM Acc /MVM Acc /MVM 3. Change in Acc:; Rate + Exist. Acc: Rate % Calculated RF (or IF) . efly explain how expected accid4Wduction was derived: ACCIDE4T COST CALCULATIONS 1. Estimated Accident Cost with No Improvements ' Siyni It Actual Fatal Injury Injury PDO TOTAL or $70,000 = $ rhtal/4 Injury Expecte d ( -) or 2,300 = Fatal + Injury 27 Difference or PDO rSSIgnificaM y Sev. %7 l� j , //i 2, r '/ J / (oo �% i yz z Accident Costs - Type No. of Accidents Rural Urban. Accident Cost Fatal x $68,000 or $70,000 = $ Injury x 2,600 or 2,300 = Fatal + Injury 27 x or PDO x 900 or 700 All Ace. z or Totals LV3,, Cost /Ace. Total Ace. Cost + Total Ace. $ Before Ace./Yr. 23, !r x VCF /' /' x Life of Impr. 7 x Before Cost /Acc. II. Estimated Accident Cost with Proposed Improvement: Acc/Yr -3 t x VCF /'� 4 x (1.00 - Z` RF) or (1.00 + _ IF) x.Life of Impr. L x Avg. Cost /Acc #f C _. $ 12-1 —� SAFETY'INDEX Estimated Accident Cost With No Improvement $ u/ 1, 'few Estimated Accident Cost With Proposed Improvement = 7 -/ ` '-rK' Difference - Savings = 5' % .Z, (Savings. $ `�C} + Cost of Project 5) x 100 Safety index . SUMMARY Safety Index'"7�J�� Reduction Factor % (or Increase Factor %) Priority Rating A Recommended for Financing from Fund' In Fiscal Year C -1105 See Contract File for Condition & Improvement Diagram East Coast Highway at Jamboree Road C -1105 See Contract File for Collision Diagram East Coast Highway @ Jamboree Road a April 25, 1969 The Ir*tne Company 550 Newport Cent -r Drive Newport Beach, California 92660 Attention: Colin Relf Subject: Pacific Highway Widening at Jamboree Road. Gentlemen: Enclosed are three copies of two street easements needed for the subject project. This project is a continuation of the widening provided when the Shell Oil and Mobil Oil service stations were conctructed at this intersection. Included in this project is the construction of a double left turn lane in southbound direction on Coast Highway. The same condition used on the service station easements have been included in the enclosed easements. If you have any questions concerning the project or easement, please call. Very truly yours. Donald L. Webb Project Engineer DLW /em Att. au 1 $xhibi!' and atthad here ■Nib a part heraof by - Ws 2 rsfaianae, 3 mf ...tea 1%91 T= I$VIM COWAiIY 6 VZAW RCN 7: t - 9 10 Y1 ' 12 < r:. ] 5 QdIOM 09. COA ) on - , 1 vy '3) ,' 19691 bsfara me; dki i a : 17 lotoy' lvblio : in md for srLd''Staft, pax espy paaaesd 18 ..,� kno'm to spa -**.be: tba„� is snd � �.�TZ..�� ifeo�ra;'to slt i� ba tc� r�,f� _,,,, • , - 20 of TIOt i$VIS OOWAUT, the 40"Om tion *at *U*AUd the vit1 21 lns tsva"t on bsftlf : of the" said sotfr►ratr aba aad. asipaswrlsds+id to 22 m chat ouah . sosp!%sation sma"tod tbR saimi. purest to la by -laws . . 23 or a resolattim of its bO"** of diragtois 24 WIMM a hmd and Offiew seal. 25 27 0 . im _. aw Mw Nato 28 29 30 31 32 A. 1. S ,fig F IW .$- D. lie vo SCALE %'� 100' WMLIAMSON and SCHNUD 1 DRAWN BY CIVIL gmalmagns SURVEYED'oy 1835 EAST FIRST STREET v--oR I SANTA ANA. CALIFORNIA CHECKED BY PHOMIL 547-6721 -rwr_ cl" 09 NEWPORT bUc" FIELD SOCK DATE APPROVE* BY 4--7-c t> JOB M s e F tN 2 COUDiTSC M• T�.i � 4 si r a tbiiota" p"lia Ja Md tar -."" state pa 117 5 Mlao` to at to bell. : the . 6 as .. and '- .:, �` ^Q to tit e n 7 0�.::?If6 IRV c. the eorporatioa t'i-y6 � the �rltl 8 'stsWasrtt of Cis ; 04 saki oorpo7ctioay a91t1idY to 9 ,Itd . ma .thy carp tta,on Guam � t;� �' p+Nrsuast to >its by -lean ":. 10 or a rosellItU :. of its boars +lissetors .. 11 , . 1w chagd and vffielal to i 12 .. • , 13 14 ", r. 15 : 17 19 20 . , 21 22 23 .' 24 .25:' 26 � .. 27 28 31 ' ., l i O Y �tl 47 A# �o r ; &O Vie . J M U 0' ry i SCALE 1 "a %OU DRAWN SY V4111AMSON and WHWD , �•`� ; STREET. S NIGWWb"-( SURVEYED'BY 1075 CAST FIRST STREET E J sF tAr- Wr FOR SANTA ANA, CALIFORNIA CNECKEO SY MON. 517.0751 'uE Cm OF NEWPORT amw FIELD BOCK DATE APPROVED ST JOB N0. WILLIAMSON and SCHMID CIVIL ENGINEERS ISSS EAST FIRST STREET SANTA ANA, CALIFORNIA 92701 PHONE 547.8721 Mr. Benjamin B. Nolan, Assistant Director of Public Works City of Newport Beach 3300 W. Newport Boulevard Newport Beach, California 92660. Attention: Mr. Don Webb Dear Mr. Nolan: RECEIVES '. PUBLIC WORKS APR 1 P, 1969 CITY OF NEWPORT BEACH, CALIF, Re: Pacific Coast Highway & Jamboree Intersection; Our Job No. 68 -157 Enclosed are three copies of the two legal descriptions for the necessary dedication of additional rights of way along the northerly side of Pacific Coast Highway and westerly of Jamboree Road. It is assumed that you will prepare the necessary deeds and have them executed by The Irvine Company for acquisition of the needed rights of way to provide for the improvements on Pacific Coast Highway. If you have need of additional copies or desire further information, please contact me. Sincerely yours, WILLIAMSON and SCHMID Bob W. Williamson BWW:kal Enclosures $TRUCTURES HYDRAULIC$ $,9- RVEYING LAND PLANNING HIGHWAY CONSULTANTS WILLIAMSON and SCHMID CIVIL MOIN[[SS 1570 EAST FIRST STR2hT SANTA ANA, CALIFORNIA 92701 PNONs 547.4721 68 -157 4 -7 -69 Legal Description For Dedication of Additional Width For Coast Highway Easterly of Jamboree An easement for street and highway purposes over that portion of Block 94 of Irvine's Subdivision, in the City of Newport Beach, County of Orange, State of California, per map of said Irvine's Subdivision recorded in Book 1, Page 88 of Miscellaneous Record Maps, records of said County, described as follows: Beginning at the Northeast corner of the land described in the deed to the City of Newport Beach recorded March 28, 1968, in Book 8555, Page 839 of Official Records, records of said County; thence, along the Easterly line of said land, South 12° 35' 39" West 10.77 feet to the Northerly line of Coast Highway 100 feet wide as described in the deed to the State of California recorded May 20, 1931 in Book 487, Page 3 of said Official Records; thence, along said Northerly line, South 785 33' 07" East 540.00 feet; thence North 775 24' 32" West 539.89 feet to the point of beginning. Subject to covenants, conditions, reservations, restrictions, rights of way and easements, if any, of record. $TRUCTURES HYDRAULICS...- SURVEYING • -LAN0. ►LANN CONS 0 C)`5 Y ,r•• ',« �C Dl N � CC \ h •f ro Z~ Nq 4. 6 a 'N' /'�` cr l7 SCALE NVMLl"SON and SCBlGD Y DRAWN SY CIVIL ENGINEER. ST REE 1 S �IGUWIa� �•� SURVEYED'BY 1035 EAST FIRST STREET E ASEMENT FOR SANTA ANA, CALIFORNIA CHECKED BY !NONE 547-6721 TuE Cl-N OF NEWPORT BEACW FIELD Soot A►IIIOVEO sY DATE Q. N J08 N0. cL L,S 32�G Co _. - — =_ T WILLIAMSON and SCHMID CIVIL ENOINEERE 1530 GOT FIRST STREET SANTA ANA, CALIFORNIA 92701 hmCNE 5+7.0721 68 -157 4 -8 -69 Legal Description For Dedication of Additional Width For Coast Highway Westerly of Jamboree An easement for street and highway purposes over that portion of Block 94 of Irvine's Subdivision in the City of Newport Beach, County of Orange, State of California, per map of said Irvine's Subdivision recorded in Book 1, Page 88 of Miscellaneous Record Maps, records of said County, and that portion of Palisades Road abandoned per resolution of the Orange County Board of Supervisors recorded in Book 4534, Page 467 of Official Records, records of said Orange County, described as follows: Beginning at the Northwest corner of the land described in the deed to the City of Newport Beach recorded March 28, 1968 in Book 8555, Page 831 of Official Records,.records of said County; thence, along the Westerly line of said land, South 11° 26' 53" West 12.31 feet to the Northerly line of Coast Highway 100.00 feet wide as described in the deed to the State of California recorded May 20, 1931 in Book 487, Page 3 of said Official Records; thence, along said Northerly line, North 780 33' 07" West 613.41 feet; thence South 790 42' 05" East 613.53 feet to the point of beginning. Subject to covenants, conditions, reservations, restrictions, rights of way and easements, if any, of record. STRUCTURES •HYDRAULICS.• SURVEYING • LAND ►LANNIN6 •:NI�.M,�,��,CGN,S�LTAN7�.� -' .. .._ ._. - \ /1 v X41 \ ' a y� ) y N Vy [b h / 0' 0 N b e M 0 n� NVMLIAMSON and SCBlGD CIVIL aNOINanw 1533 EAST FIRST STREET SANTA ANA. CALIFORNIA FNON[ 547.572: STREET 4J I G 1-1 W hY E /JSEMENT FOR THE CITY OF NEWPORT 5Ehc%A SCALE 0- boo' °RAWN a•N( SUNVEYED'BY CHECKED BY flElo BOOK _ .N January 9s 1969 1 State ©f California Division of Highways P.O. Box 2304. Tominal Anna Los Angeles, California 90054 Attention: sir. James B. Bell Assistant District Engineer - Traffic Subjoat: Widening of Pacific Coast Highway at Jamboree Road 6axtlems": Enclosed are the followings 1. Preliminary Plan so. 440964 for widening of Pacific Coast Highway,st Jamboree Read. (Blue line am sepia copies.) .3 Y. Profile of Jamboree Road at Pacific Coast Highway. 3. Profile of Pacific Coast Highway at Jamboree Read. 4. Lop of pavement cores taken on Pacific Cant Highway near Jamboree Road. The enclosed drawings. prepared by our consulting angineerss Williamson am Sesaido show the p, ed improvements gin the iopvm manes'recontly Completed by the s I oil Carpagy.and the $bell iiil Company. Hr. Bob Williamson, our consultants has been in aarraopondence with Hr. Bert Clark of your office concerning the revisien.to the traffic signal installation. A preliminary study. of the Jamboree Road and Pacific Coast Highway (PCH) profiles indicates that to obtain an appreciable increno in sight distance the POI crown would have to be lowered over a feet. Accoeplishment of this would involve extensive rtcenstruction of PCH on both sides of Jamboree Road. The presence of the underlying concrete pavement at.a depth of about one foot farther complicates the racaxstructien process. M P. Page 2 January 9. 1969 Subject: Widening of Pacific Coast Highway at Jamboree Road A major reconstruction project is not considered to be economically justified at this time because this intersection will probably be recon- structed in the next five to seven years when the Pacific Coast Freeway (Route 1 Freeway) is constructed. However, we will include lowering the crown of PCH in the widening project if your studies indicate that it is advantageous to do the work at this time and if the.$tate wishes to finance the design and construction involved. The plans for the proposed widening project are onsentially com- plete except for the revisions to the traffic.signals being studied by your office. To avoid undue interruption of the heavy summwI beach traffic at -this major intersection, we would like to begin construction on the widening project by April 1, 1969 and complete construction btm June 18:1969. Any questions concerning the project can be directed to Mr. Don Webb of this. office or Mr. B. W. Williamson. our consultant. Very truly yours. amin B. Nolan Assistant Public Works Director BBN /idg CCs Mr. B. W. Wilitamen Enc. PUBLIC WORKS DEPARTMENT LGMJL: 1. Handle MIME1 Review & Comment 2. C� 6. Prep. Written Report 3. Read 7. Prepare Reply 4. File 8. Post on Atlas Map �s LGMJL: 1. Handle 5. Review & Comment 2. See P.W.D. 6. Prep. Written Report 3. Read 7. Prepare Reply 4. File 8. Post on Atlas Map _MARKS: Im W A W 11 I, j / ' STATE OF CALIFORNIA — TRANSPORTATION AANCY RONALD REAGAN, Governor DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS DISTRICT 7, P.O. BOX 1304, LOS ANGELES 90054 RFCFIVFD DEC 3 C 1968 PUBLIC V�'Gn� T. Mr. Joseph T. Devlin Director of Public Works City of Newport Beach 3300 W. Newport Blvd. Newport Beach, California Attention Mr. Benjamin B. Nolan City Engineer Dear Mr. Devlin: December 20, 1968 7 -ora -1 17.4 T -1609 ,w Ref: Your letter 12/12/68 We will investigate traffic conditions at the intersection of Pacific Coast Highway and Jamboree Road to determine justification of State participation in the City's proposed improvement. One problem which exists at this location is restricted sight distance to motorists entering Pacific Coast Highway from Jamboree Road due to the high crown on Pacific Coast Highway across the intersection. Mr. Jaffe of your office has indi- cated that this crown may be cut down as part of the proposed roadway improvements. Please submit transparencies and prints of your proposed plans, to include all details as to roadway widening, traffic signal and channelization modification and grade changes in the road- way crown for use in our investigation. You will be advised of the results upon completion of our study. Very truly yours, AMES G. BELL Asst Engineer Traffic Department JWG:ew wig January 9, 1969 State of California Division of Highways P.O. Box 2304, Terminal Annex Los Angeles, California 90054 Attention: Mr. James G. Bell Assistant District Engineer - Traffic Subject: Widening of Pacific Coast Highway at Jamboree Road Gentlemen: Enclosed are the following: 1. Preliminary Plan No. R- 5095 -S for widening of Pacific Coast Highway at Jamboree Road. (Blue line and sepia copies.) 2. Profile of Jamboree Road at Pacific Coast Highway. 3. Profile of Pacific Coast Highway at Jamboree Road. 4. Log of pavement cores taken on Pacific Coast Highway near Jamboree Road. The enclosed drawings, prepared by our consulting engineers, Williamson and Schmid, show the proposed improvements plus the improve- ments recently completed by the Mobil Oil Company and the Shell Oil Company. Mr. Bob Williamson, our consultant. has been in correspondence with Mr. Bert Clark of your office concerning the revision to the traffic signal installation. A preliminary study of the Jamboree Road and Pacific Coast Highway (PCH) profiles indicates that to obtain an appreciable increase in sight distance the PCH crown would have to be lowered over a foot. Accomplishment of this would involve extensive reconstruction of PCH on both sides of Jamboree Road. The presence of the underlying concrete pavement at a depth of about one foot further complicates the reconstruction process. is a 0 i Page 2 January 9, 1969 Subject: Widening of Pacific Coast Highway at Jamboree Road A major reconstruction project is not considered to be economically justified at this time because this intersection will probably be recon- structed in the next five to seven years when the Pacific Coast Freeway (Route 1 Freeway) is constructed. However, we will include lowering the crown of PCH in the widening project if your studies indicate that it is advantageous to do the work at this time and if the State wishes to finance the design and construction involved. The plans for the proposed widening project are essentially com- plete except for the revisions to the traffic signals being studied by your office. To avoid undue interruption of the heavy summer beach traffic at this major intersection, we would like to begin construction on the widening project by April 1, 1969 and complete construction by June 1, 1969. Any questions concerning the project can be directed to Mr. Don Webb of this office or Mr. B. W. Williamson, our consultant. Very truly yours, Ben amin B. Nolan Assistant Public Works Director BBN /ldg CC: Mr. B. W. Williamson Enc. Mr. T. R. Lammers Deputy District Engineer State of California Division of Highways P.O. Box 23040 Terminal Annex Los Angeles, California 90054 0 December 12, 1968 Attention: Mr. James G. Bell, Assistant District Engineer - Traffic Subject: Widening of Pacific Coast Highway at Jamboree Road Gentlemen: The City of Newport Beach has included in this year's budget funds for the widening of Pacific Coast Highway at Jamboree Road. The purpose of the project is to provide two left tirn lanes for eastbound traffic on Pacific Coast Highway. The construction of an additional left turn, lane will allow fir a longer phase time for through traffic, and still permit a large left turning movement onto Jamboree Road. Also, this addition would provide sufficient storage capacity to eliminate the frequent backup of waiting vehicles into the through traffic lane on Coast Highway. Accidents at this location have been attributed to the obstruction of a through traffic lane by vehicles waiting to turn left. Construction of these improvements will improve the flow of traffic and also result in a safer intersection. It is requested that the State participate in the funding of the project on the basis that the above mentioned improvements will increase the operating safety and the capacity of Pacific Coast Highway at Jamboree Road. A cost estimate of the project follows: Paving Signing Striping (includes removal) Relocate Traffic Signal Construction Total Engineering Inspection and Administration Total Cost of Subject Project Proposed participation in funding of project: City - 50% State - 50% Total $ 7,500 1,600 190000 3 000 Sts , 000 2,900 1 600 317!900 $ 8,750 8 750 December 12, 1968 Page 2 Subject. Widening of Pacific Coast Highway at Jamboree Road Improvements constructed by other parties: Mobil Oil Company $14,000 Shell Oil Company 14,000 Engineering for the proposed project will be completed in January, 1969, with construction scheduled to start in March or April. State participation in this much needed project would be appreciated. Very truly yours, Benjamin B. Nolan City Engineer DLW /1 dg 0 A. S. KOCH ROAD COMMISSIONER AND COUNTY SURVEYOR O L. MCCONVILLE R. V. WISE ASST. ROAD COMMISWOX ER DEPUTY COUNTY' OUNTY PURVEYOR AND SURVEYOR W.L. ZAUN T.P. O'BRIEN OIVIS'.. ENOINEER� OPERATIONS REFUSE DISPOSAL ENGINEER GE M. 1. STORM DONIS BARRETT DIVISION ENGINEER - ENGINEERING ADMINISTRATIVE SERVICES OFFICER TELEPHONE: 1334.9456 AREA CODE 714 ROAD DEPARTMENT ENGINEERING BUILDING 400 WEST 13TH STREET SANTA CALIFORNIA 02701 RE C F IV 4 D November 4, 1968 Mr. Joseph T. Devlin Public Yorks Director City of Newport Beach 3300 Y. Newport Blvd. Newport Beach, California 92660 Dear Sir: NOV 21 1968 PUBUC WOKS DUPT, In accordance with your letter dated October 17, 19689 corings were conducted on Pacific Coast Highway at the intersection of Jamboree Road, the results of which are herewith submitted. Location 115' T /c /l Jamboree, c/1 Pacific Coast Highway 115' E/c /l Jamboree, 121 N 1c 11 Pacific Coast Highway 127' Y /c /l Jamboree, c/1 Pacific Coast Highway Structural Section 6 "AC /5q "AB /PCC euP-S 3 6 "AC /7 "AB/PCC Go e_ 2 6 "AC /8 "AB/PCc 3.P-F- ) The thickness of the concrete pavement was not determined. Should any questions arise concerning this report, please contact the Orange County Materials Engineer. Very truly yours, A. S. KOCH Road Commissioner & County Surveyor BY: Y. L. ZAUN Division Engineer -- Operations YLZ:HJ%:bt - _ .. .«.�. hrt _ -,... -_ 'tJwei<:3.>s.F..: _ -_. .a���:.�a➢m-t.aia 14f r �i'. F To L FoRm HM -P -202 a awn o} wuouaw 84 ' DIVISION OF M. GHWAYS '. ENCROACHMENT PERMIT RFrF ED 2 1968 City of Newport Beach OCT Z IaOa Angeles California __ 3300 W. Newport Blvd .p ` s ''' Newport Beach, Califd -, ORKS`DEPL petober 21 68 Attn: Mr. B. Nolan _-.. - - -- '- -- - -- -19 — Pe mittee In compliance with your request of subject to all the terms, conditions and "' kifion Special provisions on any part of this form I Oct. - �5'- - -1968 and r written below or printed as general or Ptamisioxis HEREBY GsuxTm .ro.,core 8" diameter holes in the existing A.C. surface paving within tfi6.%vision of Highways' R/W at the intersection of Pacific Coast Highway ;tea- 001 - 17.43, and Jamboree Rd. at the three locations shown on the attached Plan dated 10= 15 -68. Two lanes for traffic shall be maintained in each direction at all times ?; All work shall be performed between the hours of 9 a.m. and 11:30 a.m. Thursday, October 24, 1968. During the coring operations, the westbovind, left -turn pocket maybe closed to traffic using pedestal -type barricades. The necessary con- struction signs, including C21R, CiR and C18R.shall be erected by the permittee prior to starting work. The holes shall be backfilled with sand and_permanebt pavement repairs shall consist of 4" AC over 8" Ab. Should the Division of Highways' representative find work in.progress . prior to his notification, he shall stop said work for a period not less than the remainder of that working day. The attached Substructures and Signal sheets are part of this permit. Special attention is directed to General Provisions 2, 3, 5 and 6 printed on this form. This permit is to be strictly construed and no work other than that sbecifically mentioned above is authorized hereby. This permit shall be void unless the work herein contemplated shall have been completedbefore__lL �? a.m., Oct. 24, 19. 68 Ora -001-17.43 JTP:nm cc: JAL SANTA ANA HEWES DEPARTMENT OF PUBLIC WORKS J)TSION OF HIGHWAYS J.H.MILLER HUSEBY .A. L HIMELIIOCH MAINTENANCE - PERMITP GENERAL TERMS AND CONDITIONS ATTACHED AS PART OF ENCROACHMENT PERMIT NO 768 -E- 769849 1. Inspection costs for work covered by this permit shall be charged to the Permittee. 2. All work requiring inspection shall be performed during the working hours assigned to employees of the Division of Highways. 3. All work shall be done in accordance with the Division of Highways Standard Specifications dated July 1964 to the satisfaction of Mr. E. Huseby , who must be notified at least 48 hours before the start of work by phoning 714 - 542 -4739 between 8 & 9 a.m. only If no answer call between 8 :00 A.M. and 4:00 P.M. 7 -MP -609 APR. 65 Rev SPECIAL PROVISIONS FOR ENCROACHMENT PERMIT NO,768 -E- 769849 HIGHWAY FACILITIES: THE PERMITTEE SHALL NOTIFY THE DIVISION OF HIGHWAYS' SIGNAL LABORATORY AT 213 -723 -1373, AT LEAST 72 HOURS IN ADVANCE OF ANY EXCAVATION WITHIN 500' OF A SIGNALIZED INTERSECTION OR IN THE VICINITY OF STATE LIGHTING FACILITIES. THE PERMITTEE AND /OR HIS CONTRACTOR ASSUME THE RESPONSIBILITY FOR THE PAYMENT OF ALL COSTS INCURRED BY THE STATE IN REPAIRING FACILITIES DAMAGED DURING CONSTRUCTION, REQUESTS FOR RELOCATION OF FACILITIES FOR THE CONTRACTOR'S CONVENIENCE MUST BE MADE IN WRITING WITH THE CONTRACTOR ASSUMING COSTS, VII -EP- SIG -100 Rev. 10 -29 -64 108 -2000 POLES, WIRES, CABLES AND OVERHEAD STRUCTURES 29. Location Pao lines, eta Pole limn shall be located cons foot from the property line unless aherwin specified on rise face hereof. 29. Public Utilities Commission Orden. AD ckarantva amd_sype of construction shall be in accordance with the applicable orders of the Public Utilities Commission of the Sun of Californu, cy; 30. Permission prom Property Owners. Wheanet '41kick secure Permission from abutting property owrsen, such authority must be secured by the Permittn prior m starring week. ' 31. Cfearanee of Traver. Polak most be of suah - m permit cinraxe over a tea 40 Poet u height, when gtdek growing trees are in place. At locations when slow growmg are in placer normal can truction standard may be followed a the option of the pole line company, with provision as ultimately clear a 40 -foot tree. 32. Guy Wirer. No guy wicn an to be attached to trees except an specific authority and in an went shill they be as attached as to girdle the tree or interfere with its growth. Guy wire shall be kept at a minimum elevation of six fort above the ground whenever an directed. - 33. Clearing Around Poles. The Permitter shill remove end keep clear all vegetation from within a radius of at lent five fen of the poles. 34. Painting or Visfbilify Strips. AR��;dpo,,les an to be painted for a distance of six fen above the ground using whin lead and oil or aluminum paint or in lien thevaf, when on have extracted h, wood, aortal or other approved type of visibility strips may be placed, Wood strips are to be Uensln fir 3" x 3 —JS' long placed on 6" carton about the ban of pole end painted with whin lead and oil or aluminum paint. If meal strips an used such strips may be plead either vertically or horizontally. Paint is to be renewed a often as may be required to maintain a satisfactory covering. If not painted when installed or maewd or the grantor may consider necessary, the right is reserved to have this painting done end the Permitter baehy agrees to bass the cat thereof tender the tam of this permit. Pal. that do not preaat a porrib6 tra&c barred will be tilY't emdeena{om for saayeeian from than 'data opoo wrineas rks mat oe Pssmitte a"nwpaofd by prriwnt dm . to pate loudoo, diHsrexe is M. Thee pastor'. daddm will be Hwt l this ratu4 33. Remove Old Pates, Guys and Stubs. The entire 1 a - h of such timber, shall be,raooved from the ground and the holes backfilled and thoroughly tamped. PLANTING TREES 36. Location and Species. The location and kind of trees to be planted shall be specified on the face of this permit. A. Planting and Maintenance Cost. The Permitter must bear the core of planting the teen. The arrangement as to maintenance of the trees shall be specifically set forth on the face of the permit. In particular casts arrangements may be made for the Grantor to do this work upon deposit of a certain sum for each tree which is to be planted. The Grantor reserves the right to assume the maintenance or to decline to do so as conditions justify. 38. Group Planting. The cost of group plantings and similar special work which may be agreed upon with the Grantor shall be borne by the Permitter. Land for such plantings shall be secured in fee by the Permitter and turned over to the State. Plantings for parking and picnic grounds will not be considered in this connection. REMOVAL OR TRIMMING OF ROADSIDE TREES 39. Removed of Tarn• Whom permit is granted for removed of a tree u an independent operation or n a part of other work, the entire stump dull he taim out for a depth of at Ieast two fat blow the ground surface 40. Clearing the Sion - All timber and debris shall be removed from the right of way. The hole left by the amp +hall be - backfilled and thoroughly tamped end the fire left in a preseouble condition. 41. Trimming of Trees. In general, only light trimming of branches two inches or less in diameter will be permitted and - only when specifically so stated on the face hereof. The shapeliness of the tree must be preserved. 42. Inspection. If the permit requires inspection by the Grantor during progress of the work the core of inspection shall be borne by the Permitter, No charge will be made for occasional routine inspection. Road APProacbes, Connecting Pavements and Minor Work 43. Green end Spec*c1h1ss. Grdn and typo of construction shell be as detailed by plans or sated an the face of this permit. 44. Berrow and Wale. Only suck borrow and wane will be permitted and within the limits as set forth on the fern of this permit. 43. Mksor Work. Grading down of smll banks, =all ditches, placing of awnings, and other similar minor work shill be governed by the general provisions and u detailed an the face hereof. Signs 46. Moranre of Signs. The minimum clearance from the sidewalk shall be twelve feet. Railroad Crossings 47. Solely and Contaminate. The future safety and convenience of the coding public shall be given every consideration in the location and type of comtruetin.. 42. Most Highway Grade. The grade and mperdevatin of the track mesa conform of the grade of she highway a point Of crossing. 49. Width of Paving. The crossing shall be plackd or paved a may be specified an the face of this permit fa the full roadway and should" width. ear. sue, saaeee -coat n -ere seas � ow WILLIAMSON and,.§&MiD CIVIL ENGINEERS ARO LAND 'jtjjv EYORS MAMMOTH LAKES, CALIF. 93546 BOX 1038 MAMMOTH CENTER PHONE (714) 934 -2720 . Mr. Jame @. Bell Assift=t District Engineer Califon. Division of Hiqbwa$W. P. 0. BOX 23"t Terainal AM" Leos Angelw oslifornia 90,154 Attention: tar. Burt Clark Dear sir$ as$ Traffic Signal Plait •^- Pacific coast Highway 0 Jamboree Bond; Our Job No. 0 Reference is safe to our telephone conversation of Tuesday, XQvgwber 19. 1968, ooaceernim the plats for the Ralocati" Of the westerly island traffic signal on Pacific Coaet l gbmw. Enclosed herewith are 1OPCovemenit plans for widening Picifict threat Bi.9bway easterly 404 westerly of the recently installed iaWrpvements by the service stations an the northerly side of Peeific Coeet tiigb W on D each Bide of Jaapbotcee Road. Our improve M tt plan shows the papposed location for the men► traffic island. Also =0104ed is. ex .proposed revision to the existing traffic striping Whiab has bos* prepared per our preliminary plan previously submitted to your office. You indicated in our telephone.conveXuation that your office would prepare the revision to the traffic signal installation. YBecause of the existing congestion at this intersection, an city Of gewport Beach is desirous of heaving the double left -tic pocket lane installed at the earliest possible date. It in zegsgtsd that the plans for the revision of the traffic signal be pr"ared as quickly as possible so that we may include them in a contraot for imptovem"t of the intersection. Thank you for your cooperation. Sincerely, WILLIANSM and SCOUD Bob W. Williaet on . NMskal amclosures Ref"Ono'01 07 -0=U", xtoute 1. (tile Poet) 18.5 cc$ Mr. Don Webb, City of Newport Beach,/ SU RYE YLNG .HYD R,AULI;CS STRV.CT,URES LAND, PLANNING •'- ,H1eKWAY :,CON5ULTAp1T5 0 a October 17, 1968 Orange County (load Department 400 West Eighth Street Santa Ana, California Attention: Mr. H. Krizan, Soil & Material Engineer Subject: Pavement Cores at the Intersection of Pacific Coast Highway and Jamboree Road. Dear Sir: This is to confirm my conversation with Mr. Gleeson, requestinn that your division core the pavement at the three locations shown on the attached drawing, the cores are to determine the thickness of asphalt overlay over the concrete pavement. The City has applied to the Division of Highway for a permit to do the subject work between 9:00 and 11:30 A. A., Thursday, October 24, 1968. Very truly yours, '/(J' & I Don Webb Co- operative Projects Engineer DW /em Encloxures: � � R�CElVED WILLIAMSON and SCHMID CIVIL ENGINEENB (XT 1 , -/�� L l% � /!0 1595 EAST FIRST STREET SANTA ANA, CALIFORNIA 92701 0 PHONE 547 -5721 jar October 15, 1968 City of Newport Beach Department of Public Works Mr. Ben Nolan, Director 3300 Newport Boulevard Newport Beach, California 92660 Attention: Mr, Don Webb Re: Jamboree Rd. & East Coast Highway; Our Job No. 68 -157 Dear Mr. Nolan: Enclosed for your review is my study of the sight distance on Jamboree Road at its intersection with East Coast Highway. Two solutions should be considered. One would be lowering the crown on East Coast Highway approximately .7 feet which would give an approx- imate length of vertical curve on Jamboree Road of 240 feet, which would provide a site distance of 200 feet, or a safe non - passing speed of 30 miles per hour. The second solution would be the lower- ing of the crown on East Coast Highway about .2 feet and raising the grade on Jamboree Road a maximum of .4 feet northerly of East Coast Highway and ,2 feet southerly of East Coast Highway. This would pro- vide a 200 -foot vertical curve with a sight distance of approximately 180 feet, providing a safe non - passing speed of 27 miles per hour. Also enclosed is a profile of East Coast Highway which indicates that the intersection of Jamboree Road is at the crest of a vertical curve, and lowering the grade on East Coast Highway would not be detrimental to the profile of East Coast Highway. Per our telephone conversation, the fact that reinforced concrete may underlie the existing pavement should be considered in the economics of how the sight distance is improved at this intersection. Also enclosed is a copy of our letter to the Division of Highways concerning this intersection for your files. If you have any questions, don't hesitate to call. Sincerely yours, WILLIAMSON and SCHMID Bob W. Williamson B��Wnnw:kal SfAT4ff SeS HYDRAULICS • SURVEYING • LAND PLANNING • HIGHWAY CONSULTANTS 9%18% (6) MrW-14P M a THIS AGREEMENT is made and entered into this znth _ day of September . 1%8, by and between WILLIAMSON AND 8CIUM CIVIL ENGINEERS, a corporation, herein referred to as "Engineer ", and the CITY Of IHMORT BEACH, a municipal corporation, herein referred to as "City "; 11111 S S E T H: WHEREAS, City proposes to construct certain street said signal Improvements of pacific Coast Highway at Jamboree Bead as set out in the invitation to submit a proposal to perform engineering services, dated August 30, 19680 and CNB Drawing R- 5095 -8; and WHEREAS, Engineer has submitted a proposal to perform the necessary engineering services in connection with said improvements; NOW, THEREFORE, City and Engineer for the consideration hereinafter named agree as follows: 1. City engages Engineer to furnish the services herein- after mentioned, at and for the compensation herein stipulated, and Engineer accepts said engagement upon the terms hereinafter set forth. 2. Engineer shall: (a) Undertake a preliminary investigation including discussions with all parties involved in the project. In particular, determine the State Division of Highways requirements :.or structural section, pavement removal, an Encroacbmwat Permit and the signalization of the subject intersection. J ,. I 0 (b) Make field surveys necessary for design. (c) Prepare detailed plans and specifications for the project. Plans shall be prepared on standard sheets to be furnished by the City. Specifications shall be in typed foss suitable for use in soliciting competitive bids. (d) Prepare quantity -and cost estimates for the Project. (e) Submit plans to State for approval and review. (f) Prepare and submit the required State Snaroachment Permit. (g) Prepare the contract proposal in typed form suitable for inclusion in the bidding documents. (h) Provide consultation as may be required from time to time by the Public Works Department until construction is completed. (i) Check shop drawings and make minor revisions of plans and specifications necessary to accommodate changed conditions discovered during construction. (j) Prepare legal descriptions and sketches of additional right of way required. 3. City shall provide Engineer with the following: (a) Linen sheets for the preparation of plans. (b) Existing field survey data. (a) Sub- surface investigation if determined necessary by the State Division of Highways. (d) Consultation as needed to accomplish the project. 4. Original drawings, reports, notes, naps and other documents shall become the property of the City and may be reproduced as deemed necessary by the Public Works Director. -2- V i 5. City reserves tb/..right to terminate this agreement at any time by giving giieer three (3) ..Prior written notice in the United Stat4 mails, postaga prepaid, and addressed to Engineer's business office, In the event that City terminates this agreement, it shall reimburse Engineer on the basis of his standard fee schedule contained'" his proposal dated September 11, 194 ='for all work done up to the effective date of the termination. 6. All plans, specifications and other doevA mts for the project shall be completed to the satisfaction of the Public Works Director and delivered to him within sixty (60) calendar days following execution of this agreement. 7. In consideration of the performance of the above described engineering services, City agrees to pay Engineer an amount based upon the standard fee schedule contained in Engineer's proposal dated September 11, 1969, but in no :event shall said amount be greater than $2,900. In the event of a change in the scope of the work or if the completion of the project is after August 1, 1969, the prior written approval of the Public Works Director will be required to increase the maximum fee. The amount to be paid Engineer shall be payable as follows: (a) Monthly partial payments, each payment to be the amount earned as determined by the fee schedule. The sum of the monthly partial payments shall not exceed ninety per cent (901) of the above maxim= fee. (b) The balance of the total amount to be paid upon acceptance of the construction work by the City Council, but in any event not later then eighteen (18) months after the signing of the plans by the Public Works Director. -3- M In addition, City shall reiaburse Sagineor for the actual coat of reproduction of *"Sao of said plans, specifications and related documents, and filing fees., checking fees and other related costs authorized by the Public Works Director and advanced by Engineer. 8. Engineer shall indemnify and save harmless the City, and its officers and employees, from all damage and liability arising from any errors, omissions, or negligence in Engineer's performance of this agreement or from the engineering work and services herein provided. IN WITNESS WHEREOF, the parties have executed this agreement as of the day and year first hereinabove written. APPROVED AS TO FORM: T� � u y e City Attorne CITY OF NEWPORT H v -... Hy °` ity'Maainager CITY iRLLIANSON AND S SZQ,D CIVIL ENGINES By ice. i C %' g'. �:....._ is Attest: 40 a Its <w,'CA 12Z] ,A ENGINEER (Execution of this agreement by the City Manager authorized by City Council on September 10, 1968) -4- September 23, 1968 Williamson and Schmid 1535 E. 1st Street Santa Ana, California Attn: Mr. B. W. Williamson Subject: PACIFIC COAST HIGHWAY WIDENING AT JAMBOREE ROAD Dear Mr. Williamson: Enclosed are five copies of the contract for engineering services for the subject project. If the conditions on the contract are acceptable to you, please execute all five copies and return them to this office at your earliest convenience. Very truly yours, Don Webb Project Engineer DW /meh Att. WILLIAMSON and SCHMID CIVIL ENGINEERS 1535 EAST FIRST STREET SANTA ANA, CALIFORNIA 92701 PHONE 547 -6721 September 11, 1968 R CE1VED` City of Newport Beach �g68 3300 Newport Boulevard SEP 12 City Hall Newport Beach, California 92660 PUBLIC ytJpRKS UEPT. Attention: Mr. Benjamin Nolan, City Engineer Subject: Proposal necessar, permits, contract Jamboree Dear Sir: for engineering services to provide the I plans, specifications, encroachment and other things necessary to let a for widening Pacific Coast Highway at Road. We are pleased to submit the following proposal for engineering services as invited in your letter of August 30, 1968. 1. Perform preliminary investigations; contact all agencies affected; determine State Division of Highways require- ments with reference to widening, signalization revisions and structural section. 2. Provide field surveys necessary for design, 3. Provide detailed plans on standard sheets furnished by the City. Provide specifications typed in suitable form,for use in soliciting competitive bids. 4. Provide quantity and cost estimatey for the project. 5. Submit plans and specifications and encroachment permit to State Division of Highways for review, approval and issuance of permit. 6. Prepare a contract proposal typed in suitable form for inclusion into bidding documents. 7. Provide necessary consultation as required until project is constructed. S. Provide checking of shop drawings, minor revisions to plans and specifications as necessary to accomodate STRUCTURES • HYDRAULICS • SURVEYING LAND PLANNING • HIGHWAY CONSULTANTS City of Newport Beach September 11, 1968 Page Two actual conditions discovered during construction. 9. Provide legal descriptions and sketches of additional right -of -way required. The City will provide the following: 1. Linen sheets for preparation of plans. 2. Sub - surface investigation if determined necessary by the State Division of Highways. 3. Consultation as needed to accomodate the work. The scope of the work involves relocating the traffic signal and island within Coast Highway westerly of Jamboree Road; investigation and possible lowering of the center part of the intersection to provide better sight distance along Jamboree Road; widening of Coast Highway along the northerly side approximately 800 feet each side of the inter- section; traffic paint striping of left turn lanes and lane striping; and road -side ditching and grading as necessary. Our estimated cost is based on our understanding that no curb and gutter, drainage structures or capping of existing pavement will be constructed as a part of this project. The total cost of all the work described above shall be billed to the City at our existing hourly rate schedule, included herein, with a maximum not to exceed $2,900.00 provided the work is completed before August 1, 1969, at which time we anticipate a revision in our standard hourly rates. We will complete the drawings and specifications for submission to the State Division of Highways within thirty (30) days after your authorization to proceed. Sincerely yours, WILLIAMSON and SCHMID Bob W. Williamson BWW:kal Enclosure 11�i' ' •'a 'a�� i. . Blueprints at Cost, plus 25% STRUCTURES HYDRAULICS SURVEYING LAND PLANNING HIGHWAY AN ILLIAMSON and SCHMID CIVIL ENGINEERS 1535 EAST FIRST STREET SANTA ANA, CALIFORNIA 92701 PHONE 547.6721 STANDARD HOURLY RATES Effective August 1; 1968 to July 31, 1969 Hour Principal Engineer $20.00 Design Engineer 15.00 Assistant Engineer 13.00 Draftsman 11.00 Secretary 5.00 4-Man Survey Party 42.00 3-Man Survey Party 35.00 2-Man. Survey Party 28.00 Blueprints at Cost, plus 25% STRUCTURES HYDRAULICS SURVEYING LAND PLANNING HIGHWAY AN September 10,1968 TO: CITY COUNCIL A FROM: Public Works Department SUBJECT: WIDENING OF PACIFIC COAST HIGHWAY AT.JAM80REE ROAD, C -1105 RECOMMENDATION: Authorize the staff to retain the consulting engineering firm of Williamson & Schmid for preparation of plans and specifications for the subject project. DISCUSSION: Included in the current capital projects budget is $13,500 of Gas Tax Funds for the widening of Pacific Coast Highway at Jamboree Road. At the time of budget preparation it was contemplated that the plans would be prepared by the City.. However, a recent analysis of the capital projects schedule and the departmental workload indicates that it will be impossible to meet the desired early spring construction schedule if the plans are to be prepared by the City. This fact is partly due to the current existence of two vacant drafting positions in the Public Works Department; and partly due to a number of unscheduled work requests: A proposal has been obtained from the consulting engineering firm of Williamson and Schmid of Santa Ana to perform the necessary engineering services; consisting of topo- graphic surveys, preparation of plans and specifications for the street widening and for the traffic signal modifications which will be needed, consultation with the State Division of Highways to determine their encroachment permit requirements, preparation of the permit application, checking of shop drawings and consultation during construction,'and preparation of drawings and legal descriptions for the additional right, of way required. The fee will be based on their standard hourly rates, with a maximum of $2,900. The firm of Williamson and Schmid is experienced in the type of work involved, recently having completed similar designs in Garden Grove and in unincorporated Orange County area. They have also satisfactorily performed other engineering work for the City, most recently the preparation of the plans for the current Irvine/Tustin-widening project. Sufficient unappropriated surplus is available in the Gas Tax fund to finance the additional cost of the engineering work. However, if the hiring of the consulting engineer is approved, it is proposed to finance the cost out of the present budget appro- priation; and to process any necessary budget amendment at a later date when bids are received and the total project cost definitely established. in d rector APPROVED BY CITY COUNCIL DATE SEP f 0 f9S8 C August 30, 1963 Williamson and Schmid 1535 East First St. Santa Ana, California Attention: Mr. B. W. Williamson :uoject: Widening Pacific Coast Highway at Jamboree Road Dear Sir: The City has included the subject improvement in 1968 -69 Capital Projects Budget. The estimated cost is $15,000. The yen • 1. 2. 3. oral scope of the project is as follows: Widen Pacific Coast Highway at Jamboree Road to accommodate ':wo east bound left turn lanes. If possible lower the crown in PCH to increase the sight distance on Jamboree Road. Reconstruct medians as necessary. 4. Extend the tapers constructed in conjunction with the new service stations on either side of Jamboree Road. (See braving No. R- 5120 -S and Resub No. 242, Street Improvement Drawing). 5. Modify the traffic signals as necessary for the addition of the two left turn lanes. The enclosed drawing gives a preliminary concept of the above described project but is not necessarily the best solution. You are invited to submit a proposal for providing the engineering services necessary for the project. These services would include: 1. Preliminary investigation including discussions with all parties involved in the Project. In particular, determine the State Division of Highways requirements for structural section, paver, +ent removal, an Encroachment Permit and the signalization of the • subject intersection. 2. Field Surveys necessary for design. 3. Preparation of detailed plans and specifications for the Project. Plans shall be prepared on standard sheets to be furnished by the City. Specifications shall be in typed form suitable for use in soliciting competitive bids. August 30, 1968 • Page 2 4. Preparation of quantity and cost estimates for the Project. yj of 5. Submit plans to State for approval and review. 6. Preparation and submittal of the required State Encroachment Permit. 7. Preparation of the contract proposal in typed form suitable for inclusion in the bidding documents. 8. Consultation as may be required from time to time until construction is completed. 9. Checking of shop drawings and any minor revisions of plans and speci- fications necessary to accomodate changed conditions discovered during construction. 10. Preparation of legal descriptionSs7 and sketchfes) df additional right -of -way is required. When plans and specification are submitted to this office for review, it will be assumed that they have been checked for accuracy and completeness and that a • review for concept is all that is necessary. We would like to begin construction on this project at the earliest possible date. Since State approvals may delay the project it will be necessary for the plans and specifications to be prepared as rapidly as can be scheduled. Your propo&4:J. should be based on your standard hourly charges with a stipulated maximum fee`. `Indicate',the estimated date for completion of plans and specifications.,fp /00 /OtOoA tO If the proposal could be submitted by September 5 1968 it would be possible to aw*Pd---a.;:mai*act.oA September 10, 1968 If you have any questions, please contact myself or Don Webb, 'Project Engineer. Very truly yours, Ben B. Nolan Asst. Public Works Director OW-1 M /meh • 0 HOLMs TAIT AI:D •`•5 "sOC1ATC.`: NORTH WILSHIRE AVENUE ANAHEIM CALIFORNIA ATTENTIOW MR. VINCENT L. TUCK 0 FEBRUARY 16, 1967 SUBJECT: MOBIL UIL STATION AT JAMBOREE ROAD AND EAST COAST HIGHWAY GENTLE14EX- THE FOLLOWING ARE COMML%vTS FROM THE FUBLIC WORKS DEPARTMENT WITH REFERENCE TO YOUR LETTER OF JANUARY 27, 1967, AND ACCOMPAIIYING SKETCH REGARDING THE SUBJECT DEVELOPMENT+ SHEET 11, ITEM NO. I SEWER CONNECTIONS ARE $15 EACH IN CITY CONNECTION FE£ TO COUNTY TRUNK THROUGH CITY APPLICATION 18 INCLUDED IN DISTRICT j5 FEE. SHEET 3, ITEM NO. Is D— THE STREET EA3EMEHT DE4ICHiPT1ON3 AND 8j"N 14n 1;KETCHE3 ONALL DE PREPARED BY THE PRIVATE ENGINEER. SHEET 3, ITEM NO. 4. 3— MAXIMUM CUT BETWEEN TOP OF "X" FOR COMMERCIAL DRIVEWAYS IS SHEET 3, ITEM N0. 40 o. MAINTAIN CUT 5' CLAAR OF CURB RETURN • i PAGE 2 SKEET 3# ITEM No. 5 STREET LIGHTING WILL SE ACQUIRED$ #Y*CET TREES AMA LANDSCAPING SHALL BE APPROVED BY CITY PARRS# ftACNES# AND RECREATION DIRECTOR. SHEET 3# ITEM No. b - CITY WILL NOT PAY FDA PAVING AOJACCNT TO OEVLOPKKT (101 PARKWAY, 2/ CURB AND GUTTER# 181 OR PAVIN&)I HOWEVER# $SLANG' CONSTRUCTION AND ANY TRAFFIC SIGNAL H4DIFICATIfN1 WORK WILL BE FINANCED SY CITY. ALSOD PLEASE *OTC ADDITIONAL. 01140R CORRECTIONS ON YOUR DRAWINOI OATBO JANUARY is ?$j 1957. ATTACHEO IS A PRINT OF OUI$ ORAAWM q NO. R- �15-S# DEPtCT:*O THE PROPOSED WI"NIMQ OF TNEMAST COAST HIGNWAY AT JAMBOREE ROAD WHICH IS SEINO SENT to GOTH YKL: IRVINE COMPANY AM TKE DIVISION OF NIGNWGTS FOR APPROVAL. VERY TINILY YOURS# MICNACL J. ANOERSAM 7UOD$VISION GNGINEER CCI PLANNING DEPARTMENT BUILDING AND SAFETY DEPT, 14JA 7 NAJ ATT. 1 t RECrillrh JAN 27 1967 ENDING DESIGN ?` 280 N. ILSHIRE AVE. PU6�C WORKS �iLf�T• ANAHEIM, CALIF. PHONE 776 -9770 City of Newport Beach 3300 Newport Boulevard Newport Beach, California Attn: Planning Department Building Department Engineering Department Gentlemen: File Ref. No. MO 148A We are doing a study of the property shown on the enclosed blueline of our preliminary survey. Our client proposes to construct a service station on this site. Our field representatives obtained the information contained on the enclosed site information form. We would like, at this time, to get some of this information verified in writing before proceeding with our plans. The items we would like your department to verify are: Planning Department,. Items 1 through 6 inclusive, Sheets 1 and 2 Building Department, Items 1 through 6 inclusive. Sheets 1 and 2 Engineering Department, Items 1 through 10 inclusive, Sheet 3 only Since the above items are vital to our planning, we respectfully request your written verification or correction thereof. This can be done by merely marking on our form and returning it in the enclosed self- addressed r . st9mped envelope. We feel that by getting this information verified at this time we will save your department and ourselves a great deal of time in bringing this project to a smooth and satisfactory completion. Encl. I \ Very truly yours, Vincent L. Tock r � }{U1mL, Il�.i�' —atui A,stocia�PS• SITE INFORMATION MO 148A December 16, 1966 LOCATION: Northeast corner of Pacific Coast Highway and Jamboree Road , City of Newport Beach County of Orange , state off California BUILDING DEPARTMENT: By _ NG C (C� Phone 673 -2110 1. Authority over construction _ City . , Code U. B_ C_ _ year 1964 2. Special construction requirements None 3. Fire zone is .2. UTILITIES: Yard drains aro not required. 1. Sewer service available from City of New Dort Beach Phone 673 -2110 Address Connection charges W1 5 skc� nts none Cesspool and septic tanks are not permitted Remarks FywSting m. ain w ild haVe to ti t ded For local io of main see surtrey„ 2. \�: t-*O O'1►J wort - pfd (cp� f/G' iU J\040 r- Ull1 ft) IN ?XL mf0ry Water service available from L4 Af Newport R_eac _ Phone 673 -2110 Address Water meter charges 1 ' _ $102.50 Installation Existing water pressure 75 _+ P. S. 1. Is a pressure regulator required nn Other Charges J1Dne Assessments none 3. Power Company: ague Address' 77 2 Ea Name of Power Consultant Phone 536 -8831 Ext. 4. Telephone Company: Faeifit Telephone Phone 548 -1101 Address 17Qjj Orangp., Cnsta Mesa Contact for relocations, etc. Ext. 5. Gas Add PERMITS: Governing agencies for permits are as follows: :NI�Ullrt•AIIgOUIUUAaI9gJJIdIP qlJ` . .7F���JIr • I� I Sheet 1 x V PLANNING DEPARTMENT: 8yflarlf9- l^- immPt7tt�n -- Phone 673 -2110 1. Zoning information a. Existing zoning is unclassified . A service station lsir permitted. b, A (zone change, variance, etc.1 *ilea Permit will be required. Requirements �"_,i —a a li tie c. Adjoining property is zonerlmGlaeeified to the''Nnrth &linrlaeaifiedto the Fact d. A, Vne wall not required. Type of construction Location and limits of wall: 2. Development Requirements. a. Special architectural requirements are enforced by They are rend architertto meet with lrvina emmpanv Rent b. Landscaping is required. Explanation-PeLUIZA Permit raview Ifl C. 3. Division of Land a. This site is a division of a larger parcel. The following is required to develop the proposed 4. Setbacks on Parifir Cnarf Hoghwny on lamhores ROid a. Pump Islands * feet from P- �.- * feet from P I b. Buildings * feet from P. L. 'k feet from P.L. c. Canopys (over -hang; * feet from P- L- * feet from P- L- d. Sfgns (free stand. * feet from P- L- * feet from P- L- e. Signs (attached) * — feet from P- L- 'r feet from P- L- y f. Rear Yard * feet. Side yard * feet's g. Fo encroachment into any of the o ljse Permit aonroval. above setbacks, the following is requiredAA11 °etha -ire per rnnditinne S. Sign Information �... a. Maximum height is # feet. Maximum square footage is # S. F. b. 5 Maximum projection over property or setback line is ' @ 16' high . c. Other sign restrictions ItAll setbacks per Use Permit .6. Specfal Wormation or agquitemenfs: Iryirig Qoaipany io0igatpd plans for a 14rge gntrance planter UNDERGROUND STORAGE TANKS (GASOLINE 1. Max, size of ranks is unllmrrpo 2. Min. distance between ranks Is 1 .feet. 3. Min. distance to buildings is 7 0 feet. 4. Min. distance to property line is, 10 feet, S. Min, size of vent lines is 211 inches. 6. Min, cover over tanks Is. 3 .feet, 7, Delivery restrictions are no off ste deliveries- kt 8. Will tanks need (coat.. saddles, strapping, wrapping, cathodic protections, erc:'`j.; `�-.i_ nonp n Sheet 2 4. Commercial Driveway Requirements i a. Governing agency on _ lamhnr ,Rnad is City ; on PaCifIC Coast HW_ is .;t3tp_ b, Max. Width (Bottom X) 2-51' �g . feet. Transition (X) 3 t eorC gt LUY16 c; Driveways cannot encroach into c,rbretumTD ! d, A maximum of ° of frontage may be used. Mir' e. A minimum of feet of full height curb Is requy ired between driveways, f. The distance drives must be (min) from adjacent property lines is a feet. g. The driveway _-N ZA merge with adjacent alley. h. New sidewalks and drives should be constructed to within of property line. i. Other requirements full sidewalk - 5, In addition to the above, the following improvements will b req ud {at t isCfime: none vec ! i ,�j ;16 ?The_j;Ij3[ _will participate financially in the nbo�equ rcmcnts o this extent, Jiit"ill pay for paying,-Nb 1` �;, DatarI to h! work d out at a later date A fOiS `t 7. A state encroachment permit % ]S required on Pacific Coast Highway 8. The bench mark used for this sus ev is to description: Std; Disk at Pacifi( y /9. for 1J. Special information or requirements `I1VV%)A..F V- v „•- % Sheet; I ELEV. of ?L1C ti C4ti5 DEPA R't?.:E \T: B City Engineer. Phone 673 -2110 pl a 1, Right of Way. ^ a, On par'fir f nagt H1hm;1y! the existing right of way is %, 5C from C. L. � ;j The ultimate right of. way is Vdrl@S from C. L. / Dedication quired at this time b. On Jamboree Road The existing right of way is from C. L. The ultimate fight of way from C. L. s. Dedication not required at this time ✓ c. Ultimate comer dedication of a 251 radius is required. at this time d.. If dedication is required, the deeds will be prepared b � ,l 2. Off Site. Requirements: a, perm nt off site improvements arP required at this time - b. Temporary off site improvements rannnt -- be constructed . c. A design plan i$ required. By p•isr°t° Engineer 3. Curb Locations and Requirements a. on Pacific Coast High_ wa_y Curbs exist at none from C. L. Ultimate location is 1 fl t fmm Hit - P 1 from C. L. RE /Construction i -required at this time b. On Jamboree Road Curbs exist at Mae from C. L. Ultimate location is 513 from C. L. RE /Construction iS required at this time c. The curb return radius: existing 35( ultimate 3 11 at nPw Ineatinn RE /Construction is required at this time 4. Commercial Driveway Requirements i a. Governing agency on _ lamhnr ,Rnad is City ; on PaCifIC Coast HW_ is .;t3tp_ b, Max. Width (Bottom X) 2-51' �g . feet. Transition (X) 3 t eorC gt LUY16 c; Driveways cannot encroach into c,rbretumTD ! d, A maximum of ° of frontage may be used. Mir' e. A minimum of feet of full height curb Is requy ired between driveways, f. The distance drives must be (min) from adjacent property lines is a feet. g. The driveway _-N ZA merge with adjacent alley. h. New sidewalks and drives should be constructed to within of property line. i. Other requirements full sidewalk - 5, In addition to the above, the following improvements will b req ud {at t isCfime: none vec ! i ,�j ;16 ?The_j;Ij3[ _will participate financially in the nbo�equ rcmcnts o this extent, Jiit"ill pay for paying,-Nb 1` �;, DatarI to h! work d out at a later date A fOiS `t 7. A state encroachment permit % ]S required on Pacific Coast Highway 8. The bench mark used for this sus ev is to description: Std; Disk at Pacifi( y /9. for 1J. Special information or requirements `I1VV%)A..F V- v „•- % Sheet; I ELEV. of I I *I �o t lk o CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W /DEN AIG *04C/F /C COAST k .47' JAMBOREE .90140 0 0 1' 1 0� 1 V I 1 Z Q 1 Z. �o t lk o CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W /DEN AIG *04C/F /C COAST k .47' JAMBOREE .90140 0 h 9 1 1 �o t lk o CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W /DEN AIG *04C/F /C COAST k .47' JAMBOREE .90140 DRAWN M.N.N DATE iz -s -GG APPROVED ASST. PUBLIC WORKS DIRECTOR R.E. NO. 12806 DRAWING NIX R• S08 -` 9 V I m Z Q 1 I a a DRAWN M.N.N DATE iz -s -GG APPROVED ASST. PUBLIC WORKS DIRECTOR R.E. NO. 12806 DRAWING NIX R• S08 -` C -1105 v See Contract File for Jamboree Road Profiles 72-�nq d cojea rC. !cL IOU I v 2 s 79,45-, x.83 79<17 79:63 110 -7 "79.3 3 30 79•6 ©� ?g. 7q .� 7904 y 40 79,2, -7-7 78,43 SO 78•6o 754 7S<o� � 31 ;;7g?•Z� 6d 78,0 . mac} 77. (o 4a ::I .% 7717.64 - 70 77,4 ,,19 77• 77.34 X30 76 8 . o t 76, S p C) © 2 t0O 754 o . i x S ) w i "� t 7 - IN i n tL SU } t C i n J _ b ti I ON C -1105 See Contract File for Centerline Intersection - Coast Highway and Jamboree Road