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HomeMy WebLinkAboutAGMT - Noble Company, R.J (Citywide Street Resurfacing) • S CITY OF SEAL BEACH, CALIFORNIA SPECIFICATIONS FOR CITY WIDE STREET PAVEMENT RESURFACING PROJECT #673 • • • TABLE OF CONTENTS SECTION TITLE PAGE Notice Inviting Bids Al 2 Proposal B1 - B3 3 Contract Agreement & Insurance C - C6 4 General conditions D1 - D13 5 Special Provisions El - E19 Description of Bid Items E6 - E19 • • SECTION 1 0 NOTICE INVITING BIDS FOR CITY WIDE STREET PAVEMENT RESURFACING SEAL BEACH PROJECT #673 Sealed bids marked "City Wide Street Pavement Resurfacing", Project #673, will be received by the City Clerk at the City Administration Building, 211 8th Street, Seal Beach, CA 90740, until 2:00 p.m., on Wednesday, September 18, 1996, whereupon they will be publicly opened. The plans specifications and contract documents may be obtained at the Engineering Department, 211 8th Street, Seal Beach, CA 90740, upon payment of$ 30.00 for each set. There will be an additional charge for mailing ($ 5.00). There will be no refund for return of these documents and return is not required. In conformance with Section 37931 of the Government Code, all bids shall be presented under sealed cover on the proposal form provided and accompanied by one of the following forms of bidder's security. A. Cash, or b. Cashier's Check made payable to the City of Seal Beach, or C. Certified Check made payable to the City of Seal Beach, or D. Bidder's bond executed by an accredited surety insurer, made payable to the City of Seal Beach. The security shall be in an amount equal to at least ten percent (10%) of the amount of bid. A bid shall not be considered unless one of the forms of bidder's security is enclosed therewith. A Surety bond for payment of labor and materials will be required in the amount of one- hundred percent (100%) of the total contract price and a Faithful Performance bond in the amount of one-hundred percent (100%) of the estimated total contract price will be required at the time of signing the contract agreement. The City Council reserves the right to reject any and all bids and to waive any informality in any bid received not affected by law. The award, if awarded, shall be made within 45 days of the bid opening. Pursuant to the California Labor Code, the Director of Industrial Relations has determined the general prevailing rate of wages applicable to public work contracts to be performed within the City of Seal Beach and said determination is on file with the City Clerk. C ,..., - • e t ;sum Public Works Director Date • A-I • • SECTION 2 PROPOSAL To the City Council City of Seal Beach Seal Beach, CA 90740 Councilmembers: The undersigned declares that he has carefully examined the location of proposed work, and he has examined the specifications, plans and contract documents and hereby agrees to furnish all labor, materials, equipment, tools, transportation and services to do all work required for City Wide Street Pavement Resurfacing, Project #673, for the City of Seal Beach, in the City of Seal Beach, California, in strict conformity with the plan and specifications at the following price by the City Engineer. SCHEDULE OF WORK ITEMS Approx. Unit Total Item Quantity Description 1 500 S.F. Excavation @ THREE DOLLARS & THIRTY CENTS per S.F. $ 3.30 $ 1,650.00 2 3.0 C.Y. Miscellaneous Concrete Work @ SEVEN HUNDRED DOLLARS Perkeffs & NO CENTS $ 700.00 $ 2,100.00 3 680,000 S.F. Cold Plane A.C. Pavement @ NINE & ONE HALF CENTS per S.F. $ .095 $64,600.00 4 2,240 Tons Asphalt concrete pavement overlay @ THIRTY ONE DOLLARS & NO CENTS per ton $ 31.00 $69,440.00 5 2,870 Tons Asphalt-Rubber Hot Mix (ARHM) Overlay @ FORTY NINE DOLLt ton. $ 49.50 $142,065.00 & FIFTY CENTS B-1 • • • 6 34 Tons Aggregate Base @ TWENTY DOLLARS & SEVENTY_ FIVE CENTS perton. $ 20.75 $ 705.50 7 56 Each Adjust Manhole Frames & Covers to Grade @ ONE HUNDRED SEVENTY DOLLARS & NO CENTSpereach. $ 170.00 $ 9,520.00 8 55 Each Adjust water valve boxes to grade @ ONE HUNDRED FORTY FIVE DOLLARS & NO per each. $ 145.00 $ 7,975.00 CENTS 9 Lump Sum Traffic Stripes & Markings @ SEVEN THOUSAND FIFTY DOLLARS & NO CENTSper lump sum $ 7,050.00 $ 7,050.00 10 1830 Each Reflective Pavement Markers @ TWO DOLLARS & FIFTEEN CElSeach. $ 2.15 $ 3,934.50 TOTAL SUM OF BID IN WORDS TOTAL IN FIGURES THREE HUNDRED NINE THOUSAND, FORTY DOLLARS & NO CENTS $ 309,040.00 Note: In case of discrepancy between words and figures, the words shall prevail. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * B-2 • • • The undersigned, if awarded the contract, intends to subcontract certain portions of said contract in accordance with the following schedule. NAME OF SUBCONTRACTOR LOCATION OF OFFICE PORTION OF WORK TO BE SUBCONTRACTED RAMIREZ CONSTRUCTION, INC. 18199 East Valley B.vd. ADJUST MANHOLES & 818-854-2034 La Puente, CA. 91744 WATER VALVES #683241 SILVIA CONSTRUCTION, INC. 9007 Center Avenue COLD PLANE 909-481-8118 Rancho Cucamonga, CA. 91730 #568194 TRAFFIC OPERATIONS 216 Roby Way STRIPING 909-865-2935 Pomona, CA. 91767 #376858 illThe undersigned bidder hereby represents as follows: That this bid is made without connection with any person, firm or corporation making a bid for the same work, and is in all respects fair, and without collusion or fraud. R. J. NOBLE COMPANY SEPTEMBER 18, 1996 Company Na e Date A-121735 A jl Signat re/Title Contractor's License# JIM GRACE, VICE PRESIDENT/GENERAL MANAGER 15505 E. Lincoln Avenue Orange, CA. 82856 714-637-1550 Business Address Telephone# P.O. BOX 620, ORANGE, CA. 92856 Receipt of Addendum No's. are hereby acknowledged B-3 S CHUB•ROUP OF INSURANE COMPANIES .-.. Uk -.,HUBS 15 Mountain View Road, P O. Box 1615. \Wren. New Jersey 070614615 FEDERAL INSURANCE COMPANY BID BOND Bond No. 81370102-I Amount S 10% OF BID Know All Men By These Presents, That we, R.J. NOBLE COMPANY • (hereinafter called the Principal), as Principal, and the FEDERAL INSURANCE COMPANY, Warren, New Jersey, a corporation duly organized under the laws of the State of Indiana, (hereinafter called the Surety), as Surety, are held and firmly bound unto CITY OF SEAL BEACH (hereinafter called the Obligee), in the sum of TEN PERCENT OF THE AMOUNT OF THE BID Dollars (S 10% OF BID ), for the payment of which we, the said Principal and the said Surety, bind ourselves, .ur heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. Sealed with our seals and dated this 10th day of SEPTEMBER A. D. nineteen hundred and 96 WHEREAS, the Principal has submitted a bid, dated SEPTEMBER 18 for CITYWIDE STREET RESURFACE NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is SUCH, that if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the Obligee in accordance with such bid and give bond with good and sufficient surety for the faithful performance of such contract, or in the event of the failure of the Principal to enter into such contract and give such bond, if the Principal shall pay to the Obligee the dif- - . ference, not to exceed the penalty hereof, between the amount specified in said bid and the amount for which the Obligee may legally contract with another party to perform the work covered by said bid, if the latter amount be in excess of the former, then this obligation shall be null and void, otherwise to remain in full force and effect. R.J. NOBLE COMPANY ,� cipal By: PAUL H. CLEARY, JR, RESIDENT 0 FEDERAL INSURANCE COMPANY By: _-■ MI r HAEL D. TON ii TTORNEY-IN- p CT I I STATE OF CALIFORNIA SS. COUNTY OF / RIVEERSIDE On q--I0 440 , before me, ROSEMARY STANDLEY PERSONALLY APPEARED MICHAEL D. STONG personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowl- edged to me that he/she/they executed the same in his/ her/their authorized capacity(ies), and that by his/her/ ni,e ROSEMARY STANDLEY their signature(s) on the instrument the person(s), or the COMPU #1090462 CALIFORNIA entity upon behalf of which the person(s) acted, executed a 0::k:;.9 NOTARY PUBLIC• Al1FOR N the instrument. RIVERSIDE COUNTY jt mT My Came.Exiires June 7.2000 Ilt WITNESS my hand and official seal. • ��' ( f This area for Official Notarial Seal Signature Y�,11.f_J.. L.t_./11ULa J OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT Li INDIVIDUAL ❑ CORPORATE OFFICER TITLE OR TYPE OF DOCUMENT TITLE(S) PARTNER(S) ❑ LIMITED ❑ GENERAL ATTORNEY-IN-FACT NUMBER OF PAGES TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER:_ DATE OF DOCUMENT O SIGNER IS REPRESENTING: NAME OF PERSON(S)OR ENTITYIIES) SIGNER(S) OTHER THAN NAMED ABOVE ID-081 Rev.6/94 ALL-PURPOSE ACKNOWLEDGEMENT • • POWER OF ATTORNEY FEDERAL INSURANCE COMPANY ATTN: SURETY DEPARTMENT 15 Mountain View Road, Warren, NJ 07059 Telephone: (908) 903-2000 Fax No.: (908) 903-3656 Know all Men by these Presents,That FEDERAL INSURANCE COMPANY,an Indiana Corporation,has constituted and appointed,and does hereby constitute and appoint Michael D. Stong, Rosemary Standley, Susan C. Monteon and Shawn Blume of Riverside, California each its true and lawfulAttomey-in-Fact to execute under such designation in its name and to affix its corporate seal to and deliver for and on its behalf as surety thereon or otherwise, bonds of any of the following classes,to-wit: 1. Bonds and Undertakings(other than Bail Bonds)filed in any suit, matter or proceeding in any Court,or filed with any Sheriff or Magistrate,for the doing or not doing of anything specified in such Bond or Undertaking. 2. Surety bonds to the United States of America or any agency thereof, including those required or permitted under the laws or regulations relating to Customs or Internal Revenue; License and Permit Bonds or other indemnity bonds under the laws,ordinances or regulations of any State,City,Town,Village,Board or other body or organization,public or private;bonds to Transportation Companies,Lost Instrument Bonds;Lease Bonds,Workers'Compensation Bonds, Miscellaneous Surety Bonds and bonds on behalf of Notaries Public, Sheriffs, Deputy Sheriffs and similar public officials. 3. Bonds on behalf of contractors in connection with bids, proposals or contracts. In Witness Whereof,the said FEDERAL INSURANCE COMPANY has,pursuant to its By-Laws,caused these presents to be signed by its Vice President and Assistant Secretary and its corporate seal to be hereto affixed this 10th da prri"Ay, er 19 95 •.. t?Seat,F. • • FEDERAL INSURANCE COMPANY BY 21114r.if -4• � • yr, Kenneth C.Wendel Gerardo G. Mauriz Assistant Secretary Vice President STATE OF NEW JERSEY , ss. County of Somerset f On this 10th day of November 19 95, before me personally came Kenneth C. Wendel to me known and by me known to beAssistant Secretary of FEDERAL INSURANCE COMPANY,the corporation described in and which executed the foregoing Power of Attorney,and the said Kenneth C.Wendel being by me duly sworn, did depose and say that he is Assistant Secretary of FEDERAL INSURANCE COMPANY and knows the corporate seal thereof; that the seal affixed to the foregoing Power of Attorney is such corporate seal and was thereto affixed by authority of the By-Laws of said Company,and that he signed said Power of Attorney asAssistant Secretary of said Company by like authority;and that he is acquainted with Gerardo G.Mauriz and knows him to be the Vice President of said Company,and that the signature of said Gerardo G. Mauriz subscribed to said Power of Attorney is in the genuine handwriting of said Gerardo G. Mauriz and was thereto subscribed by authority of said By- Laws and in deponent's presence. Notarial Seal Acknowledged and Sworn to before me on the date above written.? Ahrota:i / Notary Public O IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE WRITE TO US AT THE ADDRESS LISTED ABOVE. Fmm 15-10-0134(Ray.9-94)GENERAL -'----- —I SANDRA ,!. Notary Pub is S r -_ No Commission Expi;ce ' • • • - CERTIFICATION STATE OF NEW JERSEY County of Somerset f ss. I, the undersigned, Assistant Secretary of FEDERAL INSURANCE COMPANY, do hereby certify that the following is a true excerpt from the By-Laws of the said Company as adopted by its Board of Directors and that this By-Law is in full force and effect. 'ARTICLE XVIII. Section 2.All bonds, undertakings,contracts and other instruments other than as above for and on behalf of the Company which it is authorized by law or its charter to execute,may and shall be executed in the name and on behalf of the Company either by the Chairman or the Vice Chairman or the President or a Vice President,jointly with the Secretary or an Assistant Secretary, under their respective designations,except that any one or more officers or attorneys-in-fact designated in any resolution of the Board of Directors or the Executive Committee, or in any power of attorney executed as provided for in Section 3 below, may execute any such bond, undertaking or other obligation as provided in such resolution or power of attorney. Section 3.All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the-Company, either by the Chairman or the Vice Chairman or the President or a Vice President or an Assistant Vice President,jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved,printed or lithographed. The signature of each of the following officers: Chairman,Vice Chair- man, President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signa- ture and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached.' I further certify that said FEDERAL INSURANCE COMPANY is duly licensed to transact fidelity and surety business in each the States of the United States of America, District of Columbia, Puerto Rico, and each of the Provinces of Canada with exception of Prince Edward Island; and is also duly licensed to become sole surety on bonds, undertakings, etc., permitted or required by the law. I, the undersigned Assistant Secretary of FEDERAL INSURANCE COMPANY, do hereby certify that the foregoing Power of Attorney is in full force and effect. Given under my hand and the seal of said Company at Warren, N.J.,thisl0 day of , 19 9 • Corpor... ' 1 Assistant Secretary • • W ' t • Y I • • State Of CALIFORNIA RIGHT THUMBPRINT(Optional) County of ORANGE • 3 On 9/12/96 before me, M. A. GROSKOPF 2 O . IDATEI (NAME/TITLE OF OFfICER.i.e.JANE DOE.NOTARY PUBLIC') a • personally appeared PAUL H. CLEARY, JR. , PRESIDENT OF INAMEIS)OF SIGNERISII R. J. NOBLE COMPANY CAPACITY CLAIMED BY SIGNERISI ❑INDIVIDUALIST (CORPORATE EN personally known to me -OR- ❑ proved to me on the OFFICERISI ITf51 basis of satisfactory OPARTNERIS) OLIMITED evidence to be the °GENERAL person(s) whose name(s) ❑ATTORNEY IN FACT Is/are subscribed to the ❑TRUSTEE'S) within instrument and OGUARDIAN/CONSERVATOR acknowledged to me that ❑OTHER: • he/she/they executed the same in his/her/their , M. A. GROSKOPF authorized capacity(ies), SIGNER IS REPRESENTING: m COMM. #986488 < yI F ;. p and that by his/her/their (Name a/Persanls7 or Enthylias) tt 4:21 NOTARY PUBLIC-CALIFORNIA m `iT ORANGE COUNTY or signature(s) on the R. J. NOBLE COMPANY :,, =mnl. Expires April 21, 1997 instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the • instrument. RIGHT THUMBPRINT(Optional) . Witness my hand and offi ial seal. 8 I (SEAL/ c 0 . 'SIGNATURE OF Ns ARV,/ CAPACITY CLAIMED BY SIGNER'S) • 0 INDIVIDUAL IS) °CORPORATE ATTENTION NOTARY • OFFICER(S) The information requested below and in the column to the right is OPTIONAL. ITITam Recording of this document is not required by law and is also optional. It could, however, prevent fraudulent attachment of this certificate to any 0PARTNER(S) °LIMITED unauthorized document. °GENERAL °ATTORNEY IN FACT THIS CERTIFICATE Title or Type of Document °TRUSTEE'S) MUST BE ATTACHED OGUARDIAN/CONSERVATOR TO THE DOCUMENT Number of Pages Date of Document - DOTHER: DESCRIBED AT RIGHT: Signerls)Other Than Named Above SIGNER IS REPRESENTING: (Name of Person(s)or Entity(ies) WOLCOTTS FORM 63240 Rev.3-94(price clan 8-2A) ©1994 WOLCOTTS FORMS.INC. - ALL PURPOSE ACKNOWLEDGMENT WITH SIGNER CAPACITY/REPRESENTATION/TWO FINGERPRINTS lIiIIIIIIIHHIIlI 7 67775 63240 B • . u, 1 :LLATIDN: Snout • any of the above descr bed policies be cancel ed o{xttxer axredrsa,d before the expiration date thereof, the issuing company shall provide 3D days ' Oadvance notice to the below-named cer_ificate .holder t4xxx&Afl nnIxraiax 4''D ADDRESS OF CERTIFICATE HOLDER City of Seal Beach DATE ISSUED 10-4-96 City Hall--211 Eighth Street Seal Beach, CA 90740-6329 -�_ By uthbd rized Represent tine I-'�' iTF:ACT HO. Project 673 City Wide Street Pavement Resurfacing ription of operations/locations vehicles : All operations perforred for the City of :1 Beach by or on behalf of the named insured in connection with City Wide Street Pavement Resurfacing (Insert description of-work or projects 10E : This certificate or verificeti.on of insurance is not an insurance policy anC does -not 7-en, extend or alter the coverace afforded by the policies listed herein. Notwithstanding rev requirerent, term, or condition of any contract or other document with respect to which •his certificate or verification of insurance may be issued or may pertain,' The insurance .fforded by the policies described herein is subject to all the terns, exclusions and onditions of such policies , O . • • • C-4 ' CALIFORNIA ALL-PURPOt ACKNOWLEDGMENT • re- 0 0` State of California 0 County of Orange S S A October 4 , 1996 before me, Susan G. Surrell, Notary Public A Date Name and Title of Officer(e.g.,"Jane Doe,Notary Public') 0 11 personally appeared Leonard E. Ziminsky A Name(s)of Signer(s) S XI personally known to me–OR–Pi • • c- - -- : - a,-.- . -: '- :: :-• - ---- obetheperson 0 A whose namert is/'subscribed to the within instrumen 1 A and acknowledged to me that he/sue/tt executed the Asame in his/h /tr authorized capacity(, and that b A A his/hX/fl ,1r signaturey,��,(� on the instrument the person(, SUSAN G,SURRgy or the entity upon behalf of which the person) acted, A COMM.!1060742 § executed the instrument. 8 _ t Notary Public–California ORANGE COUNTY il j_ _ ' My Comm.Expires MAv31.1999 % WITNESS my hand and official seal. - ....0" _ _ --_ A0 —' /--- / S 0 Signature of No ary Public N`1 OPTIONAL o 1 Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent 1 fraudulent removal and reattachment of this form to another document �\ Description of Attached Document o Title or Type of Document: O SDocument Date: Number of Pages: A Signer(s) Other Than Named Above: A 1 Capacity(ies) Claimed by Signer(s) o 1 Signer's Name: Signer's Name: 0 So ❑ Individual ❑ Individual 0 ❑ Corporate Officer ❑ Corporate Officer O 1 Title(s): Title(s): O 0 ❑ Partner—❑ Limited ❑ General ❑ Partner—❑ Limited ❑ General 0 A El Attorney-in-Fact ❑ Attorney-in-Fact ❑ O Trustee ❑ Trustee ❑ Guardian or Conservator RIGHT SIGNER NT RIGHT THUMBPRINT 0 OF SIGNER El or Conservator OF SIGNER ❑ Other: Top of thumb here ❑ Other: TH f hb h ASigner Is Representing: Signer Is Representing: 1 V. ®1994 National Notary Association•8236 Remmel Ave.,P.O.Box 7184•Canoga Park,CA 91309-7184 Prod.No.5907 Reorder:Call Toll-Free 1-800-876-6827 , 411 Lill yr btAL otALH :OR3EVZNT - -- ' COMM:RW.11$ GENF JL LIABILITY Qt is agreed that: 1 . With respect to such insurance as is afforded by the policy for Comrattexzta General Liability, the City of Seal Beach, its officorf: .nd erployees are additional insureds but only with respect to liability arising a `. of operations perforred by or on behalf of the hared insured in connection with the c. ritra:t designated below or acts and omissions of the City of Seal Beach in connrc;ion with its general supervision of such operations. The insurance afforded said addit:anal insured shall apply as prirrary insurance and no other insurance maintained h; the City of Seal Beach will be called upon to contribute with insurance provided by this policy, Z. The policy includes the following provision: "The insurance afforded by the policy c:°lies separately to each insured a_ainst whom claim is lade or suit is brought, € : t with respect to the limits of the company's liability". . The insurance afforded by the policy for Con;.- ctual Liability Insurance (subject to the terms , conditions and exclusions applicr.. ` . •-o such insurance) includes liability assured by the named insured under the indemnification or hold harmless provision con- tained in the written contract, designated h ;, , between the named insured and the City of Seal Beach. 4. With respect to such insurance as is afforded .by this policy, the exclusions, if any, 0 pertaining to the explosion hazard, collapse hazard and underground property hazard (Corrcnly referred to as "XCU" hazards) are deleted. 5. The limits of liability under this endorsement for the additional insured named in paragraph I of this endorsement shall be the lirits indicated below for either Multiple Limits or Single Limit, whichever is indicated by the letter X in the appropriate box. ( ) Multiple Lirits ' Bodily Injury Liability c each occurrence Property Dare Liability $ each occurrence aggregate • ( x ) Single Lirit Bodily Injury Liability $ 1,000,000 each occurrence . Property Damage Liability 1 2,000,000 aggregate Combined • The applicable limit of the coroany`s liability for the insurance afforded for contractual_ liability shall be reduced by any araunt paid as d+,:eges under this endorsement in behalf of the additional insureds. limits of liability is stated in this endorsement shall not increase the total liability the Corpany for all damages as the result of any one occurrence in excess of the limits of liability stated in the policy as applicable to CJ:rprehensive General Liability Insurance. The policy will not be cancelled by the Company until after thirty (3D) days written notice has been received by the CITY OF SEAL EFA.CH, • • Sheet 2 of 2 Ilk Designated Contract, endorsement is effective October 1 , 1996 at 12:01 a.m. and forms a part of Policy No. PKG1055582743 Named XM Ured R. J. Noble Company Endorsement No. TBD one of Insurance Company Transamerica Ins. Co. Countersigned by A < Authori - • Represents ve Address 1800 East Imperial Hwy. Address 2030 Main Street, ite 1101 City Brea, CA 92621 City Irvine, CA 92714 ?'none No. 714-255-2200 Phone No. 714-756-8500 Date 10-4-96 O • • } • C-5 CALIFORNIA ALL•PURPr4 ACKNOWLEDGMENT • (�f!!!!l!!!!I/!!l!!!/!!!!!!!!!!!!!!!!!!Il!!!fl-/!!I!/l!!!l!l!!!llll-----. , O0State of California _ A County of Orange 1 On October 4, 1996 before me, Susan C. Surrell , Notary Public Date Name and Title of Officer(e.g.,"Jane Doe,Notary Public") personally appeared Leonard E. Ziminsky Name(s)of Signer(s) 1 L personally known to me–OR– - -• e_ _'_ • . _ . __ •• , •r--- o be the personX whose name$ isPa,j subscribed to the within instrument 0 8 and acknowledged to me that he,/t y xecuted the A S same in his/ r/t�Ir authorized capacltv(T$j, and that toy 8 his/1/t lr signature on the instrument the person 0 susnNG•SURRRI or tceu entity upon behalf of which the person( acted, Coat t 1060742 _ Nota c California ado executed the instrument. 1 rnvComm.t; e.ryat.twv WITNESS my hand and official seal. O _� �,< .�_!A_I .- . _�_� 1 Signature of Notary Public 1l,, OPTIONAL 0 Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent `l 1 1 fraudulent removal and reattachment of this form to another document. 1 �o Description of Attached Document ti Title or Type of Document: 0 O 0 A Document Date: Number of Pages: 1 0 Signer(s) Other Than Named Above: 8 O Capacity(ies) Claimed by Signer(s) o Signer's Name: Signer's Name: A ❑ Individual ❑ Individual ❑ Corporate Officer ❑ Corporate Officer A 1 Title(s): Title(s): 0 ❑ Partner—❑ Limited ❑ General ❑ Partner—❑ Limited ❑ General 0 ❑ Attorney-in-Fact ❑ Attorney-in-Fact • ❑ Trustee ❑ Trustee A RIGHT THUMBPRINT RIGHT THUMBPRINT 0 ❑ Guardian or Conservator OF SIGNER El or Conservator OF SIGNER 1 ❑ Other: Top of thumb here ❑ Other: Top of thumb here 11 1 Signer Is Representing: Signer Is Representing: , 0 1 f!l!!!!!!!!/l!l!l!!l/!/!!!!!!!!l!./!l!!!!J!!!!!J!!!!!!!!lllllll!!!!!!tl a 1994 National Notary Association•8236 Remmet Ave.,P.O.Box 7184•Canoga Park,CA 91309-7184 Prod.No.5907 Reorder:Call Toll-Free 1-800-876-6827 f • •and No 8140-67-29 EXECUTED IN TRIPLICATE O FEDERAL INSURANCE COMPANY ( )X) r PACIFIC INDEMNITY COMPANY ( ) PERFORMANCE BOND CALIFORNIA PUBLIC WORK KNOW ALL MEN BY THESE PRESENTS, That we, R.J. NOBLE COMPANY , as Principal, and FEDERAL INSURANCE COMPANY a Corporation organized and existing under the laws of the State of INDIANA and authorized to transact surety business in the State of California, as Surety, are held and firmly bound unto CITY OF SEAL BEACH (hereinafter called the Obligee), in the sum of THREE HUNDRED NINE THOUSAND FORTY AND NO/100 - Dollars ($309,040.00 ), U for the payment whereof well and truly to be made and we each of us bind ourselves, our heirs, executors, ad- ministrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION of the above obligation is such that, Whereas, the above named bounded principal entered into a contract dated SEPTEMBER 30, 19 96 with the said Obligee to do and perform the following work, to wit: CITY WIDE STREET PAVEMENT RESURFACING PROJECT #673 • a copy of which contract is or may be attached hereto, and is hereby referred to and made a part hereof. NOW, THEREFORE, if the above bounden principal shall well and truly perform the work contracted to be per- formed under said contract, then this obligation to be null and void; otherwise to remain in full force and effect. No right of action shall accrue under this bond to or for the use of any person other than the said Obligee. day of OCTOBER 96 SIGNED AND SEALED this 7TH y 19 OR.J .NO:v COMPANY �� PAU // - A•`/ /i/f,ENT FERAL INSURANCE 1. PANY rim a By ./(}-4--&-._e_X\A SUSAN C. MONTEON Attorney-in-fact Form 15-02.139 Rev.SA2XFormerly CI 1141 o • • . State of CALIFORNIA _ RIGHT THUMBPRINT(Optional) 0 County of ORANGE I On OCTOBER 7, 1996before me, M.A. GROSKOPF (DATE) (NAME/TITLE OF OFFICER-i.e.-JANE DOE,NOTARY PUBLIC') a. personally appeared PAUL H. CLEARY, JR. , PRESIDENT INAMEISI OF SIGNERISII CAPACITY CLAIMED BY SIONERIS) OF R. J. NOBLE COMPANY OINDIVIDUA LIS) )ORPORATE Et personally known to me -OR- 111 proved to me on the OFFICER(S) ITITLEaI basis of satisfactory ❑PARTNER'S) ❑LIMITED evidence to be the ❑GENERAL person(s) whose name(s) OATTORNEY IN FACT is/are subscribed to the ❑TRUSTEE'S) within instrument and ❑GUARDIAN/CONSERVATOR acknowledged tome that ❑OTHER: he/she/they executed the same in his/her/their authorized capacity(ies), SIGNER IS REPRESENTING: and that by his/her/their (Name of Personls)or Entitylies) signature(s) on the • R. J. NOBLE COMPANY P Ao. .- or the entity y u uponpon M. A. GROSKOPF I instrumentson(sl, COMM. #986488 < behalf of which the person(s) tt tagll NOTARY PUBLIC-CALIFORNIA w acted, executed the > °"'3 ORANGE COUNTY 4 tdy c.Omm. Expires April 21, 1997 instrument. RIGHT THUMBPRINT(Optional) �w Witness my hand and official seal. . q 0 (SEAL) / --- °o . (SIGN A� OF • • CAPACITY CLAIMED BY SIGNER'S) . ❑IN DIVIDUA LIS) ❑CORPORATE ATTENTION NOTARY OFFICER'S) The information requested below and in the column to the right is OPTIONAL. - IFITLESI Recording of this document is not required by law and is also optional. . It could, however, prevent fraudulent attachment of this certificate to any ❑PARTNER'S) ❑LIMITED unauthorized document. ❑GENERAL ❑ATTORNEY IN FACT . THIS CERTIFICATE Title or Type of Document • OTRUSTEE(5) MUST BE ATTACHED ❑GUARDIAN/CONSERVATOR TO THE DOCUMENT Number of Pages Date of Document ❑OTHER: DESCRIBED AT RIGHT: . Signerls)Other Than Named Above SIGNER IS REPRESENTING: (Name of Personls)or Entityliea) 0 . WOLCOTTS FORM 63240 Rev.3-94(price class 8-2A) ©1994 WOLCOTTS FORMS,INC. ' ALL PURPOSE ACKNOWLEDGMENT WITH SIGNER CAPACITY/REPRESENTATION/TWO FINGERPRINTS . , 1111111111 11111111 1 • • • STATE OF CALIFORNIA SS. OCOUNTY OF RIVERSIDE / On 791 , before me, ROSEMARY STANDLEY PERSONALLY APPEARED SUSAN C. MONTEON • personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowl- edged to me that he/she/they executed the same in his/ her/their authorized capacity(ies), and that by his/her/ their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed ROSEMARY STANDLEY! the instrument. NORMM #10- 914fO6RN iA a'tett►' RIVERSIDE COUNTY WITNESS my hand and official seal. ^n'" Mr Cann.Expires Juror T.2000 r Signature ASPA �r This area for Official Notarial Seal I / O OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ._- INDIVIDUAL - CORPORATE OFFICER TITLE OR TYPE OF DOCUMENT TITLE(S) ❑ PARTNER(S) I I LIMITED ❑ GENERAL ATTORNEY-IN-FACT NUMBER OF PAGES TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: DATE OF DOCUMENT SIGNER IS REPRESENTING: NAME OF PERSON(S)OR ENTITY(IES) SIGNER(S)OTHER THAN NAMED ABOVE ID-081 Rev.6/94 ALL-PURPOSE ACKNOWLEDGEMENT wow CHUBBAROUP OF INSURANCACOMPANIES Nt CHUBS 15 Mountain View Road, P O. Box 1615, Warren. New Jersey 07061-1615 Executed in Triplicate FEDERAL INSURANCE COMPANY PAYMENT BOND Bond No, 8140-67-29 Know All Men By These Presents, That we," R. J. NOBLE COMPANY (hereinafter called the Principal), as Principal, and the FEDERAL INSURANCE COMPANY, Warren, New Jersey, a corporation duly organized under the laws of the State of Indiana, (hereinafter called the Surety), as Surety, are held and firmly bound unto City of Seal Beach (hereinafter called the Obligee), Oie penal sum of Three Hundred Nine Thousand Forty and No/100 Dollars ($ 309,040.00 ), for the payment of which we, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal entered into a certain Contract with the Obligee, dated September 30 , 19 96 , for City Wide Street Pavement Resurfacing, Project #673 in accordance with the terms and conditions of said Contract, which is hereby referred to and made a part hereof as if fully set forth herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal shall pay all lawful claims of sub-contractors, materialmen, or laborers for labor performed or materials furnished directly to the Prin- cipal, in the performance of said Contract, we agreeing that this bond shall be for the benefit of any sub-contractor, materialmen or laborer having a just claim, then this obligation shall be void; otherwise to remain in full force and effect, subject, however to the following condition: No suit or action shall be commenced hereunder by any claimant: a) After the expiration of one (1) year following the date on which Principal ceased work on said Contract, it being understood, however, that if any limitation embodied in this bond is prohibited by any law controlling the construction hereof such limitation shall be deemed to be amended so as to be equal to the minimum Uperiod of limitation permitted by such law. PR W TED Form 15-02-0009(Rev.4-90) (over) M-09601 USA. • • • • b) Other than in a state court of competent jurisdiction in and for the county or other political subdivision of • the state in which the Project, or any part thereof, is situated, or in the United States District Court for the district in which the Project, or any part thereof, is situated, and not elsewhere. Sealed with our seals and dated this 7th day of October 1996 R. J. NOBLE COMPANY Pr n•'pal By: 4.4/- / PAUL H. CLEARY, JR. P_'ESIDENT FEDERAL INSURANCE COMPANY By: C. Susan C. Monteon, Attorney—in—Fact • • • • • • STATE OF CALIFORNIA • SS. COUNTY OF RIVERSIDE On October 7, 1996 , before me, ROSEMARY STANDLEY PERSONALLY APPEARED SUSAN C. MONTEON personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowl- edged to me that he/she/they executed the same in his/ her/their authorized capacity(ies), and that by his/her/ their signature(s) on the instrument the person(s), or the 7 nROSEMARY STANDLEY entity upon behalf of which the person(s) acted, executed m COMM.#1090462 the mSfCUnnent. NOTARY PUBLIC.CALIFORNIA N RIVERSIDE COUNTY {WITNESS my hand and official seal. aMy camm.E June 7.2000 llt Signature This area for Official Notarial Seal OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT INDIVIDUAL CORPORATE OFFICER TITLE OR TYPE OF DOCUMENT TITLE(S) PARTNER(S) ❑ LIMITED ❑ GENERAL - ATTORNEY-IN-FACT NUMBER OF PAGES ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: DATE OF DOCUMENT SIGNER IS REPRESENTING: NAME OF PERSON(S)OR ENTITY(IE$) SIGNER(S) OTHER THAN NAMED ABOVE ID-051 Rev.6/94 ALL-PURPOSE ACKNOWLEDGEMENT • • • • • POWER OF ATTORNEY FEDERAL INSURANCE COMPANY ATTN: SURETY DEPARTMENT 15 Mountain View Road, Warren, NJ 07059 Telephone: (908) 903-2000 Fax No.: (908) 903-3656 Know all Men by these Presents,That FEDERAL INSURANCE COMPANY,an Indiana Corporation,has constituted and appointed,and does hereby constitute and appoint Michael D. Stong, Rosemary Standley, Susan C. Monteon and Shawn Blume of Riverside, California each its true and lawfulAttomey-in-Fact to execute under such designation in its name and to affix its corporate seal to and deliver for and on its behalf as surety thereon or otherwise, bonds of any of the following classes,to-wit: 1. Bonds and Undertakings(other than Bail Bonds)filed in any suit, matter or proceeding in any Court,or filed with any Sheriff or Magistrate,for the doing or not doing of anything specified in such Bond or Undertaking. 2. Surety bonds to the United States of America or any agency thereof, including those required or permitted under the laws or regulations relating to Customs or Internal Revenue; License and Permit Bonds or other indemnity bonds under the laws,ordinances or regulations of any State,City,Town,Village,Board or other body or organization,public or private;bonds to Transportation Companies,Lost Instrument Bonds;Lease Bonds,Workers'Compensation Bonds, Miscellaneous Surety Bonds and bonds on behalf of Notaries Public, Sheriffs, Deputy Sheriffs and similar public officials. . 3. Bonds on behalf of contractors in connection with bids,proposals or contracts. In Witness Whereof,the said FEDERAL INSURANCE COMPANY has,pursuant to its By-Laws,caused these presents to be signed by its Vice President and Assistant Secretary and its corporate seal to be hereto affixed this 10th da -,Drover 19 95 ,a toSea{c a 1 .q FEDERAL INSURANCE COMPANY = y BY � Kenneth C.Wendel Gerardo G. Mauriz Assistant Secretary Vice President STATE OF NEW JERSEY S ss. County of Somerset J On this 10th day of November 19 95, before me personally came Kenneth C.-Wendel to me known and by me known to beAssistant Secretary of FEDERAL INSURANCE COMPANY,the corporation described in and which executed the foregoing Power of Attorney, and the said Kenneth C.Wendel being by me duly sworn,did depose and say that he is Assistant Secretary of FEDERAL INSURANCE COMPANY and knows the corporate seal thereof; that the seal affixed to the foregoing Power of Attorney is such corporate seal and was thereto affixed by authority of the By-Laws of said Company,and that he signed said Power of Attorney asAssistant Secretary of said Company by like authority;and that he is acquainted with Gerardo G.Mauriz and knows him to be the Vice President of said Company, and that the signature of said Gerardo G. Mauriz subscribed to said Power of Attorney is in the genuine handwriting of said Gerardo G. Mauriz and was thereto subscribed by authority of said By- Laws and in deponent's presence. Notarial Seal Acknowledged and Sworn to before me Ah24%-a:/on the date above written:,� // / Notary Public i.„----- U IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE WRITE TO US AT THE ADDRESS LISTED ABOVE. Form 15-10-0134 GENERAL --- SANDRA .l. c.'. Cr'_-..? Notary Pubflc. St::E .-: :.- .. 'S: `' Commission E sI • • 0 CERTIFICATION • STATE OF NEW JERSEY ss. County of Somerset f I, the undersigned, Assistant Secretary of FEDERAL INSURANCE COMPANY, do hereby certify that the following is a true excerpt from the By-Laws of the said Company as adopted by its Board of Directors and that this By-Law is in full force and effect. 'ARTICLE XVIII. Section 2.All bonds,undertakings,contracts and other instruments other than as above for and on behalf of the Company which it is authorized by law or its charter to execute,may and shall be executed in the name and on behalf of the Company either by the Chairman or the Vice Chairman or the President or a Vice President,jointly with the Secretary or an Assistant Secretary, under their respective designations, except that any one or more officers or attorneys-in-fact designated in any resolution of the Board of Directors or the Executive Committee, or in any power of attorney executed as provided for in Section 3 below, may execute any such bond, undertaking or other obligation as provided in such resolution or power of attorney. Section 3.All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman or the Vice Chairman or the President or a Vice President or an Assistant Vice President,jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved,printed or lithographed. The signature of each of the following officers: Chairman,Vice Chair- man, President, any Vice President, any Assistant Vice President,any Secretary,any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signa- ture and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached.° I further certify that said FEDERAL INSURANCE COMPANY is duly licensed to transact fidelity and surety business in each the States of the United States of America, District of Columbia, Puerto Rico, and each of the Provinces of Canada with the exception of Prince Edward Island; and is also duly licensed to become sole surety on bonds, undertakings, etc., permitted or required by the law. I,the undersigned Assistant Secretary of FEDERAL INSURANCE COMPANY, do hereby certify that the foregoing Power of Attorney is in tun force and effect. Given under my hand and the seal of said Company at Warren, N.J.,this day of October 19 96 Corpor... ' ;` `Ya < °''l. Assistant Secretary • f t,v f.� vl :7t • • -• f . •State of CALIFORNIA RIGHT THUMBPRINT(Optional) County Of ORANGE • . r i On 10/16/96 before me, M. A. GROSKOPF • (DATE) (NAME/TITLE OF OFFICER-i.e.•JANE DOE.NOTARY PUBLIC') a personally appeared PAUL H. CLEARY, JR. , PRESIDENT OF INAMEISI OF SIGNERISI) R. J. NOBLE COMPANY CAPACITY CLAIMED BY SIONERIS) ❑INDIVIDUALIST f$CORPORATE Mc personally known to me -OR- ❑ proved to me on the OFFICERIS) alms, basis of satisfactory OPARTNER(S) ❑LIMITED evidence to be the ❑GENERAL • person(s) whose name(s) ❑ATTORNEY IN FACT Is/are subscribed to the °TRUSTEE'S) within instrument and OGUARDIAN/CONSERVATOR • acknowledged to me that ❑OTHER: � he/she/they executed the M. A. GROSKOPF k same in his/her/their • ,��'�o, iVl• authorized ca aclt (les), SIGNER IS REPRESENTING: ,n $ \ COMM. #986488 P Y m s NOTARY PUBLIC-CALIFORNIA Ind and that by his/her/their (Name of Person(s)or Entitoes) GRANCE couNTV signature(s) op • the R. J. NOBLE COMPANY My Eemlin Erplie§April 9;;1997 instrument the person's), or the entity upon behalf . . of. which the person(s) • acted, executed . the RIGHT THUMBPRINT(Optional) instrument. • Witness my hand arid official seal. • . 3 • . . , o (SEAL) • P. • (Sy•TURE OF NOT•R �_ CAPACITY CLAIMED BY SIGNER(S) DINDIVIDUAL(ST ❑CORPORATE ATTENTION NOTARY • OFFICER(S) • The information requested below and in the column to the right is OPTIONAL. UrnEA Recording of this document is not required by law and is also optional. It could, however, prevent fraudulent attachment of this certificate to any - °PARTNER'S) OLIMITED unauthorized document. - - ❑GENERAL DATTORNEY IN FACT THIS CERTIFICATE Title or Type of Document OTRUSTEE(S) MUST BE ATTACHED OGUARDIAN/CONSERVATOR TO THE DOCUMENT Number of Pages Date of Document ❑OTHER: DESCRIBED AT RIGHT: Signer(s)Other Than Named Above SIGNER IS REPRESENTING: • (Name of Persons)or Entitylies) O WOLCOTTS FORM 63240 Rev.3-94(price close 9.20,1 01994 WOLCOTTS FORMS,INC. - ALL PURPOSE ACKNOWLEDGMENT WITH SIGNER CAPACITY/REPRESENTATION/TWO FINGERPRINTS - . - \ l 7 IIIIIIIII 6 IIIIIIIIIIIII` 7775 63240 8 • • POWER OF ATTORNEY if FEDERAL INSURANCE COMPANY . ATTN: SURETY DEPARTMENT 15 Mountain View Road, Warren, NJ 07059 Telephone: (908) 903-2000 Fax No.: (908) 903-3656 Know all Men by these Presents,That FEDERAL INSURANCE COMPANY,an Indiana Corporation,has constituted and appointed,and does hereby constitute and appoint Michael D. Stong, Rosemary Standley, Susan C. Monteon and Shawn Blume of Riverside, California each its true and IawfulAttomey-in-Fact to execute under such designation in its name and to affix its corporate seal to and deliver for and on its behalf as surety thereon or otherwise,bonds of any of the following classes,to-wit: 1. Bonds and Undertakings(other than Bail Bonds)filed in any suit, matter or proceeding in any Court,or filed with any Sheriff or Magistrate,for the doing or not doing of anything specified in such Bond or Undertaking. 2. Surety bonds to the United States of America or any agency thereof, including those required or permitted under the laws or regulations relating to Customs or Internal Revenue; License and Permit Bonds or other indemnity bonds under the laws,ordinances or regulations of any State,City,Town,Village,Board or other body or organization,public or private;bonds to Transportation Companies,Lost Instrument Bonds;Lease Bonds,Workers'Compensation Bonds, Miscellaneous Surety Bonds and bonds on behalf of Notaries Public, Sheriffs, Deputy Sheriffs and similar public officials. 3. Bonds on behalf of contractors in connection with bids,proposals or contracts. In Witness Whereof,the said FEDERAL INSURANCE COMPANY has,pursuant to its By-Laws,caused these presents to be signed by its Vice President and Assistant Secretary and its corporate seal to be hereto affixed this loth da Gdgr, • `er 19 95 •.. -teS0a - ; 3 j FEDERAL INSURANCE COMPANY y BY 7is ---f enneth C.Wendel Gerardo G. Mauriz Assistant Secretary Vice President STATE OF NEW JERSEY 1 ss. County of Somerset f On this 10th day of November 19 95, before me personally came Kenneth C. Wendel to me known and by me known to beAssistant Secretary of FEDERAL INSURANCE COMPANY,the corporation described in and which executed the foregoing Power of Attorney,and the said Kenneth C.Wendel being by me duly sworn,did depose and say that he is Assistant Secretary of FEDERAL INSURANCE COMPANY and knows the corporate seal thereof;that the seal affixed to the foregoing Power of Attorney is such corporate seal and was thereto affixed by authority of the By-Laws of said Company,and that he signed said Power of Attorney asAssistant Secretary of said Company by like authority;and that he is acquainted with Gerardo G.Mauriz and knows him to be the Vice President of said Company, and that the signature of said Gerardo G. Mauriz subscribed to said Power of Attorney is in the genuine handwriting of said Gerardo G. Mauriz and was thereto subscribed by authority of said By- Laws and in deponents presence. Notarial Seal Acknowledged and Sworn to before me on the date above written: .11711//.Gtr 6/1 x4ez2- �-� " ;. Notary Public / O IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE WRITE TO US AT THE ADDRESS LISTED ABOVE. Rom 15160134(Rev.994)GENERAL -- Notary Pubic Sr::', – :.:•.-.,h7.:1:7:, I Na.1' .',.. I Commissionczi.::er.:;r :.__ -1J . s SECTION 4 GENERAL CONDITIONS 0 1. DEFINITIONS Wherever the words defined in this article, or pronouns used in their stead , occur in these specifications or in any.of the contract documents they shall have the meanings here given: A. The word "City" shall mean the City of Seal Beach, California, Party of the First Part. B. The term "City Council" shall mean the City Council of the City of Seal Beach, California. C. The word "Engineer" whenever not quaified, shall mean the City Engineer of the City of Seal teach, California, acting either directly or through his properly authorized agents, each agent acting only within the scope of authority delegated to him. D. The word "Contractor" shall mean the Party of the Second Part entering into contract with the City of Seal Beach, California , for furnishing of materials and the performance of work required by these specifications, and includes his duly authorized agents acting severally within the scope of their authorities. E. The term "Subcontractor" shall mean a secondary contractor who performs at the site of the work some part of the Contractor's obligation under the contract. 2. REFERENCE TO STANDARDS AND PUBLICATIONS Any reference made in these specifications or on the drawing to any specifications , standard, method or publication of any scientific or technical society or other organization shall , in the absence of a specific designation to the contrary, be understood to refer to the specifications, standard, method or publication in effect as of the date the work is advertised for bid. 3. CONTRACT DOCUMENTS • The Notice Inviting Bids, the Proposal , the General Conditions , Special Provisions, the Drawing and all addenda issued by the City with respect to the foregoing prior to the opening of bids, together with the Agreement, constitute the Contract. These contract documents are complementary, and what is called for in any one shall be as binding as if called for in all. The intention of the documents is to require a complete and finished piece of work. The Contractor at his sole cost and expense shall perform all labor and services and shall furnish all materials, tools, equipment, and facilities necessary for the proper execution of the work, with the exception of such items as may be definitely stipulated in the specifications or on the drawing to be furnished by the City. D-1 Anything shown in thdawing and not in the specificns, or in the specifications and no in the drawing, shall be performed by the Contractor as though shown in both the drawing and the specification. 4. AUTHORITY OF THE ENGINEER The Engineer shall give all orders and directions contemplated under the contract; shall determine the adequacy of the Contractor's methods, plant, and appurtenances; shall determine in all cases the amount, quality, acceptability, and fitness of the severe() kinds of work and materials which . are to be paid for; shall determine all questions in relation to said work and the construction thereof; and shall decide in all cases every question which may arise relative to the fulfillment of this contract on the part of the Contractor. However, neither the Engineer nor any representative of the Engineer shall have the authority to authorize extra work or to authorize the deletion of work required under the contract in excess of two thousand dollars ($2,000.00) without prior approval by the City Council . Should any discrepancy appear or any misunderstanding arise as to the import of anything contained in the specifications or drawing, the matter shall be referred to the Engineer, who shall decide the same in accordance with the true intent and meaning as construed by him, Any difference or conflicts which may arise . between the Contractor and any other Contractor also under the superintendence of the Engineer shall be arbitrated by the Engineer. In all cases, the Engineer's decision shall be final . 5. ACCESS TO WORK The Engineer, his agents, and duly authorized representatives of the City, shall at all times and for any purpose have access to the work and the premises used by the Contractor, and the Contractor shall provide safe and proper facilities therefor. 6. LINES, GRADES AND MEASUREMENTS The Contractor shall give forty-eight (48) hours notice in writing when he will require the services of the City Engineer for laying out any portion of the work. He shall dig all stake holes necessary to give lines and grades. The Contractor shall preserve all stakes set for the lines , grades or measurements of the work in their proper places until authorized to remove them by the City Engineer, and any expense incurred in replacing said stakes which the Contractor or his subordinates may have failed to preserve, shall be borne by the Contractor. 7. LEGAL ADDRESS OF CONTRACTOR The address given in the Proposal is hereby designated as the place to which all notices, letter and other communications to the Contractor shall be mailed or delivered. The mailing or delivering to the above named place of any notice, letter, or other communication to the Contractor, shall be deemed sufficient service thereof upon the Contractor. The date of said service shall be the date of such mailing or delivery. Such address may be changed at any time by a written notice signed by the Contractor and delivered to the Engineer. 8. CONTRACTOR'S RESPONSIBILITIES allA. The Contractor shall be responsible for safe, efficient, and adequate 0-2 • methods and equipment during the progress of the work so as to secure the safety of the workmen, the quality of work required and the stipulated rate of progress. It shall be the Contractor's responsibility to perform ' the work strictly in accordance with the Specifications and contract draw- ings or in accordance with modifications of the Specifications and/or con- tract drawings as may be made by the Engineer from time to time in the form of contract change orders. B. The Contractor shall bear all loses resulting to him on account of the amount or character of the work, or from any unforeseen obstructions or difficulties which may be encountered, on account of the weather, floods, or other causes. C. The Contractor shall assume the defense of and indemnify and save harmless the City and its officers and agents from all claims of any kind arising from his own negligence or that of his agents. D. The Contractor shall be responsible for the custody of any material furnished him and for the care and maintenance of all work until its com- pletion and final acceptance by the City Council , and he shall at his own expense, replace damaged or lost material and repair damaged parts of the work, or the same may be done at his expense by the City. E. During the progress of the work, the Contractor shall keep the premises occupied by him in a neat and clean condition, and free from any unsightly accumulation of rubbish. He shall remove from the vicinity of the completed work all plant, building, • rubbish, unused materials, concrete forms, and equipment belonging to him or used under his direction during construction, and in the event of his failure to do so, the same may be removed by the City at the expense of the Contractor. • F. All operations of the Contractor shall be conducted in such a manner as to avoid unnecessary equipment, material and water, together with all labor to keep all parts of the work adequately sprinkled, which, in the opinion of the Engineer, require sprinkling in order to avoid nuisance from dust. 9. INSURANCE AND BONDS A. The Contractor shall not commence work under this contract until he has secured all insurance and bonds required under this section, nor shall he allow any subcontractor to commence work on his subcontract until all similar insurance and bonds required of the subcontractor have been obtained. All insurance issued in compliance with this section shall be issued in the form and by the insurer or insurers, satisfactory to and first approved by the City in writing. Certification of insurance in the amounts required shall be furnished the City by the Contractor prior to the commencement of work. A supplementary Comprehensive General Liability endorsement is required. B. The Contractor shall maintain adequate workmen's compensation insurance under the laws of the State of California for all labor employed by him or by any subcontractors under him who may come within the protection of such workmen's compensation insurance laws. D-3 I C. The Contractor shall maintain public liability insurance with the City as additional named insured to protect said Contractor and including contractual liability against loss from liability imposed by law, for damages on account of bodily injury, including death resulting therefrom, suffered or alleged to have been suffered by any person or persons, other than employees, resulting directly or indirectly from the performance or execution of this contract or any subcontract thereunder, and also to protect said Contractor and the City against loss from liability imposed by law, for damage to any property, caused directly or indirectly by the performance and execution of this contract or of any subcontract thereunder. Said public • liability and property damage insurance shall be maintained by the Contractor - in full force and effect during the entire period of performance under its contract in an amount of not less than one pillion dollars (51 ,000.000.00) per accident, five hundred thousand dollars ($500,000.00) per person lnjureu in any one accident, and in an amount of not less than one hundred thousand dollars ($100,000.00) with respect to any property damage aforesaid. A certificate of insurance shall be placed on file with the City Clerk of the City of Seal Beach which shall provide that said insurance shall not be cancelled without the insurance carrier giving the City thirty 130) days prior written notice. D. The Contractor shall secure with a responsible corporate surety or corporate sureties, satisfactory bonds conditioned upon faithful performance by the Contractor' of all requirements under the contract and upon the payment of claims of materialmen and laborers thereunder. The faithful performance bond shall be in the amount of not less than one hundred per cent (100%) of the contract price. The bond for materialmen and laborers shall be in the amount of not less than one hundred per cent (100%) of the contract price. 10. DRAWINGS AND INFORMATION REQUIRED OF CONTRACTOR A. The Contractor shall, before proceeding with the fabrication or erection of structures or appurtenances, if called for under the contract and required in its execution thereof, furnish the Engineer with information regarding same and shall submit to the Engineer for approval , drawings, specifications, lists and graphs as required under these specifications. Said drawings, specifications, lists, and graphs shall become the property of the City. In the event that the Engineer shall find that the drawings, specifications, lists and graphs as submitted by the Contractor are in accord with acceptable practice and meet the requirements of these specifications, the Engineer will return one set of the drawings and lists with his approval within ten days (10) after their receipt at the Engineer's office; otherwise said drawings will be returned to the Contractor within the said 10 day period with a statement of the points wherein they have been found unsatisfactory in which case the Contractor, at his own expense, shall proceed at once to revise said drawings and lists until they shall be found satisfactory by the Engineer and approved by him. No fabrication shall be done prior to approval of drawings and lists. The Contractor shall have no claim for damages or extension of time on account of any delay due to the revision of drawings as found necessary by the Engineer in order to fulfill the requirements of these specifications; but regardless of such delays, the Contractor shall be liable to the City, as provided in the Detail Specifications, for any failure to complete the work as required by the terms of the contract. Revisions shown on shop drawings shall be 0 considered as changes necessary to meet the requirements of the specifications and shall not be taken as the basis of claims for extra work. 0-4 B. The approval of all drawings by the Engineer shall apply to general design only, and shall in no way relieve the Contractor from responsibility for errors or omissions contained therein; nor shall said approval operate to waive or modify any provision or requirement contained therein; nor shall said approval operate to waive or modify any provision or requirement contained in these specifications. 11. SPECIFICATIONS AND DRAWING • The Contractor shall check all dimensions and quantities on the drawing or bidding sheets bound herein or given to him by the Engineer, and shall notify the Engineer of all errors therein which may be discovered by examining and checking the specifications and drawing. He shall not take advantage of any error or omissions in these specifications, or on the drawing or bidding sheets, as full instructions will be furnished by the Engineer should such error be discovered, and the Contractor shall carry out instructions as if originally specified. In the event of conflicts between the specifications and drawing, the requirements of the specifications shall take precedence over those of the drawings. 12. PERSONAL ATTENTION The Contractor shall give his personal attention to the faithful prosecution of the work, and shall be present in person, or be represented by a duly authorized and competent subordinate on the site of the work, continually during its progress, to receive directions or instructions from the Engineer. Whenever the Contractor is not present on any part of the work where it may be desired to give directions, orders may be given by the Engineer to the superintendent or to a foreman who may have charge of the work. 13. LIQUIDATED DAMAGES • A. The Contractor shall pay to the City for each and every day, including Sundays and legal holidays, that he shall be in default in completing the whole work to be done under this contract, the sum named in the Special Provisions which sum is by the execution of the Agreement mutually agreed upon as liquidated damages which the City will suffer by reason of such default. The City shall have the right to deduct the amount of such damages from any monies due or to become due the Contractor under this contract. B. The Contractor shall not be assessed with liquidated damages for failure to complete the work on time due to causes. for which the Contractor has no control . When such delay is made, a request for an extension of time may be submitted to the Engineer for approval . The Engineer shall determine if a request for an extension of time should be approved or denied. 14. FINAL ESTIMATE AND PAYMENT A. Whenever in the opinion of the Engineer, the Contractor shall have D-5 • completely performed the contract on his part, the Contractor will submit to the Engineer a written statement of the final quantities of contract items for inclusion in the final estimate. B. Upon receipt from the Contractor of written statement of the final quantities, the Engineer shall make in writing, and certify to the City Clerk, an estimate in which he shall state, from actual measurements, the whole amount of work done by the Contractor and the value of such work under and according to the terms of the contract. If, in its discretion, the said City finds that the work has been completed according to the contract, it shall thereupon, by resolution, so find and declare the work to be accepted. C. Within ten (10) days after the date of acceptance of the work, the Engineer shall cause to be filed, on behalf of the City, in the office of the Orange County Recorder, a notice of completion of the work herein agreed to be done by the Contractor. D. Upon expiration of thirty-five (35) days after the filing of such • notice of completion of the work, the City shall pay to the Contractor the amount remaining after deducting from the amount or value stated in the above mentioned estimate all prior payments to the Contractor and all amounts to be kept and retained under the provisions of the contract. E. If the Contractor disagrees with the Engineer's final estimate and within said period of thirty-five (35) days, files a written statement of his claims, the Engineer will issue as a semi-final estimate submitted to 41 the Contractor and the City will , within thirty (30) days pay the sum found due thereon after deducting from the amount or value stated in the first mentioned estimate all prior payments to the Contractor and all amounts to be kept and retained under the provisions of the Contract. The Engineer shall make such revision in the said estimates as he may find to be due and shall then certify in writing to the City Clerk the whole amount and value of the work done by the Contractor under and according to the terms of the contract. The City will pay the amount so found due, after deducting all previous payments, amounts to be retained under the contract and amounts which may be retained in accordance with Sections 13 and 14. F. Monthly progress estimates shall be prepared and submitted by the Contractor to the Engineer. The Engineer shall review the monthly progress estimates and certify to their correctness. The City shall retain ten per cent (10%) of such monthly certified progress estimates of value of work done. The City shall pay to the Contractor ninety per cent (90%) of the monthly certified progress estimates of the value of work done, after deducting therefrom all previous payments. G. All prior estimates upon which partial payments have been made shall be subject to correction in the final estimate. The final estimate and payments made thereunder shall be final and conclusive upon the Contractor. 14 OVERTIME - NO EXTRA COMPENSATION 41 Overtime work (work performed in excess of eight (8) hours in any one calendar day, or work performed on a Sunday or other legal holiday) shall not entitle D-6 the Contractor to any compensation for any contract ITem in addition to that stipulated in the contract for the kind of work performed, even though such overtime work may be required under emergency conditions and may be ordered by • the Engineer in writing. In case of extra work ordered by the Engineer, no additional payment will be made to the Contractor because of the payment by him of overtime wages for such work, unless the use of overtime work in connection with such extra work is specifically ordered in writing by the Engineer, and then only to such extent as extra payment is regularly being made by the Contractor to his men for overtime work of a similar nature in the same locality. 16. LABOR DISCRIMINATION Attention is directed to Section 1735 of the California Labor Code which reads as follows: No discrimination shall be made in the employment of persons on public works because of race, color or religion of such persons and every Contractor for public works violating this section is subject to all penalties imposed for violation of this chapter." 17. MATERIALS, WORKMANSHIP AND TESTS A. The Contractor shall submit samples, specimens, or test pieces of such materials to be furnished or used in the work as the Engineer shall require. All materials must be of the specified quality and equal to an approved sample, if samples have been submitted. The Contractor shall furnish without cost to the City, such quantities of construction materials as may be re- quired for test purposes, and shall place at the Engineer's disposal all available facilities for and cooperate with him in the sampling and testing of all materials and workmanship. All work shall be done and completed in 4$ a thorough, workmanlike manner, notwithstanding any omission from these Specifications or the drawing. B. For convenience in designation in the plans and specifications certain equipment or articles or materials may be designated under a trade name or the name of a manufacturer and his catalog information in order to establish a standard of quality. The use of alternative equipment or an article or material which is of equal quality and of the. required characteristics for the purpose intended will be permitted subject to the approval of the Engineer in accordance with the following requirements: 1 . The burden of proof as the comparative quality and suitability of alternative equipment or articles or materials shall be upon the Contractor and he shall furnish at his own expense, all infor- mation necessary or related thereto as required by the Engineer. 2. The Engineer shall be the sole judge as to the comparative quality and suitability of alternative equipment or articles or materials and his decision shall be final . 18. INSPECTION A. The Contractor shall furnish the Engineer every reasonable facility for ascertaining whether the work is in accordance with the requirements and intention of these specifications. D-7 410 411 B. All materials furnished and all work done under these specifications shall be subject to rigid inspection. Work done in the absence of prescribed 41 inspection may be required to be torn out and replaced under the proper inspection, and the entire cost of tearing out and replacement, including the cost of all materials which may be furnished by the City, and used in the tear out, shall be borne by the Contractor, irrespective of whether the work torn out is found to be defective or not. • C. Work covered up without the authority of the Engineer shall upon order of the Engineer, be uncovered to the extent required, and the Contractor shall similarly bear the entire cost of performing all the work and furnishing all the materials necessary for the removal of the covering and its subsequent replacement, as directed and approved by the Engineer. 19 . DEFECTIVE WORK OR MATERIALS A. The inspection of the work shall not relieve the Contractor of any of his obligations to fulfill his contract as herein prescribed, and defective work shall be made good, and unsuitable materials may be rejected, notwith- standing that such work and materials have been previously inspected by the Engineer and accepted or estimated for payment. If the work, or any part thereof, shall be found defective at any time before the final acceptance of the whole work, the Contractor shall forthwith make good such defect without compensation in a manner satisfactory to the Engineer and shall be charged as provided in the preceding section for any excess material furnished by the City. B. If any materials furnished and brought upon the site by the Contractor for use in the work, or selected for the same by him, shall be condemned by the Engineer as unsuitable or not in conformity with the specifications , the Contractor shall forthwith discard such materials and remove them to a satisfactory distance from the vicinity of the work. C. If the Contractor shall fail or neglect to make ordered repairs of defective work or to remove condemned materials from the work within ten (10) days after the service by the Engineer of an order to do such repair work or remove such materials, the Engineer acting on behalf of the City may make the ordered repairs or remove the condemned materials and deduct the cost thereof from any monies due the Contractor. D. When retesting is required due to failure of materials or workmanship to meet specified requirements, all costs of said retesting, including additional inspection and testing laboratory charges, shall be charged to the Contractor and may be deducted from the contract payments due the Contractor. 20 . PROPERTY RIGHT IN MATERIALS Nothing in this contract shall be construed as vesting in the Contractor any right of property in the materials used after they have been attached or affixed to the work or the soil , or after payment has been made for the value of unused material delivered to the site of the work. All such materials attached or affixed or unused shall become the property of the City. 41 D-8 • I 21 . LAWS AND REGULATIONS A. The Contractor shall keep himself fully informed of all Federal and State Laws, and County Ordinances, and regulations which in any manner affect those engaged or employed on the work, the materials used in the work, or the conduct of the work. If any discrepancy or inconsistency should be discovered in this contract, or in the drawing or specifications herein referred to, in relation to any such law, ordinance or regulations, the Contractor shall forthwith report the same in writing to the Engineer. He shall at all times himself observe and comply with, and shall cause all his agents and employees to observe and comply with all such applicable laws, ordinances and regulations, in effect or which may become effective before completion of this contract. He shall protect and indemnify the City and its officers and agents against any claim or liability arising from or based on the violation of any such laws, ordinance, or regulation, whether by himself or by his employees. B. Except as otherwise explicitly provided in these specifications, all permits and licenses necessary to the prosecution of the work shall be secured by the Contractor at his own expense, and he shall pay all taxes properly assessed against his equipment or property used or required in connection with the work. C. All Federal laws and regulations now imposed by competent authority and relating to any materials required to be furnished under these specifications and work required to be done hereunder shall be deemed to be and hereby are made controlling and part of these specifications. 22. PUBLIC SAFETY During the performance of the work the Contractor shall erect and maintain temporary fences, bridges , railings , and barriers and take all other necessary • precautions and place proper guards for the prevention of accidents. He shall establish and maintain suitable and sufficient lights and other signals and shall indemnify and save harmless the City, its officers, agents and employees from all damages and costs to which they may be put by reason of injury to person or property resulting from the Contractor's negligence or carelessness in the performance of the work, or in guarding the same, or from any improper materials, implements or appliances used in its construction, or by or on account of any act or omission of the Contractor or his agents. 23. TRESPASS • The Contractor shall be responsible for all damages or injury which may be caused on any property by trespass of the Contractor's employees in the course of their employment whether the said trespass was committed with or without the consent or knowledge of the Contractor. 24. SAFETY, SANITARY AND MEDICAL REQUIREMENTS The Contractor shall be responsible, .and his subcontractors, if any, and employees , shall promptly and fully carry out the existing safety, sanitary and medical requirements as may from time to time be prescribed by the Industrial Safety Commission and by County or State Health Departments, to the end that proper work shall be done, and the safety and health of the employees and of the community may be conserved and safeguarded. In case such regulations and D-9 orders are not observed by the Contractor, they may be enforced by the Engineer at the Contractor's expense. 0 25. WATER AND POWER Unless otherwise provided in the Special Provisions, the Contractor shall provide at his own expense, all necessary water and power required for his operations under the contract. 26. MAINTENANCE • The Contractor shall at his own expense make all necessary repairs and replace- ments to remedy in a satisfactory manner any and all defects due to faulty materials or workmanship in the work, or due to disturbance of or damage to existing improvements of the City or of public utilities by the Contractor's operations under the contract and contrary to the specifications, or due to other failure to comply with the specifications, when such defects occur: A. In any part of the surface and above ground work done under the contract, or in existing surface improvements of the City or of public utilities such as pavements, curbs, walks, tracts, poles , wires, walls , stairways, or other surface structures provided that such defect or defects be detected within one year following the date of acceptance of the work. B. In any part of the subsurface work done under contract or in existing subsurface improvements of the City or of public utility companies , such as water facilities, sewers, side sewers, culverts, other drainage structures, pipes, valves, conduits, conductors, or other subsurface structures , provided that such defect or defects in contract work done or disturbance of or damage to said existing subsurface improvements be detected within two years following the date of acceptance of the work. Should the Contractor, after written notification by the City Engineer, fail to remedy promptly any such defect, disturbance or damage occurring as set forth above under A or B, or should the best interest of the City require an immediate remedy without the delay incident to such notification, the City Engineer may cause such repairs, replacements, or other remedy to be made, and the expense so incurred shall be chargeable to, and shall be paid by the Contractor. Provided that such expense so incurred by the Contractor, or incurred by the City and paid by the Contractor, on account of disturbance of or damage to existing improvements of the City or of public utilities occurring as set forth above, shall not exceed an amount equal to ten percent (10%) of the contract cost, of all work to be done under the terms of the Specifications, or such other amount as may be set forth in the Special Provisions, further provided that the liability of the surety on the faithful performance bond, on account of such disturbance of or damage to improvements of the City or of public utilities occurring as set forth above, shall likewise not exceed ten percent (10%) of the contract cost of all work to be done under the terms of the Specifications, or such other amount as may be set forth in the Special Provisions. The foregoing obligations shall be secured by a faithful performance bond in a O form approved by the Engineer in an amount not less than ten percent (10%) of the final contract price, or 52,000.00, whichever is greatest, and shall be delivered to the Engineer prior to final acceptance of the work. D-10 . S Nothing in this subdivision shall be construed as a waiver, or impairment of any of the City's rights under the contract, or of any other recourse 11 provided by law. • 27. LABOR CODE - EMPLOYMENT OF APPRENTICES Attention is directed to the provisions in Sections 1777.5 (Chapter 1411 , Statutes of 196$) and 1777.6 of the Labor Code concerning the employment of apprentices by the Contractor or any subcontractor under him. Section 1777.5, as amended, requires the Contractor or subcontractor employing tradesmen in any apprenticeable occupation to apply to the joint apprenticeship committee nearest the site of the public works project and which administers the apprenticeship program in that trade of apprentices to journeymen that will be used in the performance of the contract. The ratio of apprentices to journeymen in such cases shall not be less than one to five except: A. The unemployment in the area of coverage by the joint apprenticeship committee has exceeded an average of 15 per cent in the 90 days prior to the request for certificate, or B. When the number of apprentices in training in the area exceed a . ratio of one to five, or C. When the trade can show that it is replacing at least 1/30 of its membership through apprenticeship training on an annual basis state or locally, or • D. When the Contractor provides evidence that he employs registered apprentices on all of his contracts on an annual average of not less than one apprentice to eight journeymen. The Contractor is required to make contributions to funds established for the administration of apprenticeship programs if he employs registered apprentices or journeymen in any apprenticeable trade on such contracts and if other contractors on the public works site are making such contributions. The Contractor and any subcontractor under him shall comply with the require- ments of Sections 1777.5 and 1777.6 in the employment of apprentices. Information relative to apprenticeship standard wage schedule, and other requirements may be obtained from the Director of Industrial Relations, ex- officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices. 28. COMPLIANCE WITH LABOR LAWS Contractor agrees to be bound by and to comply with all of the provisions of the Labor Code of the State of California in the performance of all work under this contract. Without limiting the generality of the foregoing, Contractor agrees: A. That not less than the general prevailing rate of per diem wages and the general prevailing rate for holidays and overtime work in the locality for each craft, classification or type of workman needed to execute this agreement as ascertained by the most recent resolution of the City adopted D-11 prior to the execution of this contract by City, shall be paid to all workmen employed on said work by Contractor, or by any subcontractor doing any portion of said work. Contractor shall , as a penalty to City, forfeit twenty-five dollars ($25.00) for each calendar day or portion thereof for each workman paid less than such prevailing rate. (Said resolution is on file with the City Clerk of the City and is incorporated by reference as fully set forth herein. ) B. If, during the progress of the work, City passes a resolution increasing the general prevailing rate of per diem wages and the general prevailing rate for holidays and overtime of work for any craft, classification or type of workman needed to execute this Agreement, City may authorize a change order equaling the amount of the direct cost increase subject to the following conditions: 1. Contractor shall submit evidence satisfactory to City showing the number of hours of work in each craft or trade originally estimated to be required for this work, the number of hours of work in each affected craft or trade used in performance of the work of this contract, and the total dollar amount requested by Contractor as reimbursement for the increased cost of labor remaining to be performed. 2. Contractor shall submit a sworn statement indicating that he will pay the increased rates as set forth in City's resolution. 3. No such reimbursement for increased cost of labor shall be made if such reimbursement violates a wage control established by a governmental agency having jurisdiction. 29. MINORITY SUBCONTRACTORS Contractor agrees to afford minority business enterprises full opportunity to submit bids in response to any invitation made by Contractor for subcontractors, and Contractor will not discriminate against any minority business enterprise on the ground of race, color, or national origin in consideration for an award. 30. TERMINATION - City may terminate this contract at any time for cause, convenience or any other reason, and may suspend or abandon the execution of all or any part of the work by written notice to Contractor. Such termination, suspension or abandon- ment shall be effective as of the dates stated in said written notice. Contractor may terminate this contract upon an unreasonable delay by City in payments to Contractor. An unreasonable delay hereunder shall be presumed to be more than forty-five (45) days without any grounds for withholding such payments pursuant to the provisions of Paragraph 16 hereof. Said termination by Contractor shall be effectuated by service upon the City Clerk of the City of written notice and shall be effective as of the date received by City. 411 0-12 Aik In the event of termination, as provided for herein, Cify shall pay Contractor for all services rendered prior to the effective date of termination. Said payment shall be in full satisfaction of all services rendered prior to the ® effective date of termination, and shall be in full satisfaction of all services rendered hereunder; provided, however, that if said termination should be due to or should constitute breach of contract or default by Contractor, City may withhold or offset the amount of any damages arising from such default or breach of contract. 31. ASSIGNMENT This agreement may not be assigned by Contractor in whole or in part without the prior written consent of City. S 4111 D-13 ak- SECTION 5 SPECIAL PROVISIONS 1. DESCRIPTION OF WORK The Contractor shall furnish all labor, materials, equipment, tools, transportation, services, and incidentals for City Wide Street Pavement Resurfacing to the limits and locations indicated on the plans. The scope of the work includes: traffic control, excavation, compaction,cold plane of the existing A.C. pavement, cleaning, applying hot bituminous coat to existing pavement, constructing asphalt concrete and asphalt-rubber hot mix overlay, and other incidental items of work as indicated on the plans or in the specifications. At the City's option, the project locations/limits may be expanded or reduced to include a portion of the improvement plans. Any change in the project limits and quantities will be the City's option by contract change order after the contract for Project #673 is awarded and signed. 2. STANDARD SPECIFICATIONS The work embraced herein shall be done in accordance with the Standard specifications for Public Works construction (Latest Edition) and these Special Provisions. 3. BEGINNING AND COMPLETION OF THE WORK Within ten (10) days after award of the contract, the Contractor shall execute the contract agreement and return said agreement along with the required bonds and certificates of insurance and endorsements, to the City Hall. The Contractor shall complete the work within the limit of twenty (20) working days from the date of"Notice to Proceed". 4. LIQUIDATED DAMAGES FOR DELAY The Contractor shall, as provided in these Special Provisions, pay to the City as fixed, agreed, and liquidated damages, for each day's delay in the completion of all work beyond the time agreed upon, the amount of One Hundred Dollars ($100.00). 5. CONTRACT DRAWINGS The location of the work, its general nature and extent and the form and detail of the various features are shown on the improvement plans (city Drawing Nos. R-1229-A, R- 1230-A, R-1231-A, R-1232-A , R-1233-Aand R-1234-A) accompanying and made a part of these specifications 6. NORMAL WORKING HOURS Normal working hours shall be 8:00 a.m. to 5:00 p.m., Monday through Friday, excluding City holidays. If the contractor wishes to work at other times, he shall bear the cost of any City effort, such as inspection, surveying, presence of City maintenance personnel, etc., which is required during non-normal working period. Working hours other than above E-1 • • must be approved by the City in advance. Working hours that are disruptive to the surrounding community will not be allowed. 7. PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS The Contractor shall be responsible for the protection of public and private property adjacent to the work and exercise due caution to avoid damage to such property in accordance with Section 7 of the Standard Specifications. The contractor shall repair or replace all existing improvements within the construction area which are not designated for removal, which are damaged or removed as a result of his operation. Repairs and replacement shall be at least equal to existing improvements and shall match them in finish and dimension. All costs to the Contractor for protecting, removing and restoring existing improvements shall be absorbed in his bid. 8. MAINTAINING TRAFFIC AND PUBLIC CONVENIENCE The Contractor shall provide and maintain all necessary flagmen and barricades to provide traffic with as little inconvenience and delay as possible. All temporary construction zone signing and barricades shall be the responsibility of the Contractor. Attention is directed to Section 7-10.1 "Traffic & Access" of the Standard Specifications. Full compensation for conforming to the requirements in this section, not otherwise provided for, shall be considered as included in prices paid for the various contract items of work, and no additional compensation will be allowed therefore. At least five working days prior to commencing work the Contractor shall submit his final construction schedule to the engineer for approval. The schedule shall allow affected people ample"on-street" parking within a reasonable distance from their homes and businesses. Requests for changes in the schedule shall be submitted by the Contractor to the Engineer for approval at least 48 hours prior to the scheduled operations on the streets affected. A STREET SHALL NOT BE SCHEDULED FOR SURFACING ON TRASH PICKUP DAY "TEMPORARY NO PARKING" signs shall be posted at least twenty-four hours, but no more than forty-eight hours in advance of the work. The signs shall be placed no more than 2S0 feet apart on each side of the alleys, streets and parking areas and at shorter intervals if conditions warrant. The Contractor shall provide the signs and will be responsible for adding the dates and hours of closures to the signs. Removal of signs and furnishing and placing of barricades, if necessary, for posting of signs will be provided. All signs shall be removed within forty-eight hours after the effective date. Failure of the Contractor to meet and complete his daily schedule due to conditions under E-2 • • 41 his control, once a street has been posted, and the aforesaid time provisions for changes in the schedule have elapsed, will result in damages being sustained by the Agency. Such damages are and will continue to be, impractical and extremely difficult to determine. For each day the Contractor fails to meet and complete the schedule after posting and after the aforesaid time provision for changes in the schedule have elapsed, the contractor shall pay to the Agency, or have withheld monies due him, the sum of$ 500.00 as liquidated damages. 9. PERMITS AND LICENSES The Contractor shall procure all permits and licenses, pay all charges and fees, and give all notices necessary and incident to the due and lawful prosecution of the work. Bidders must be licensed contractors in accordance with the provisions of Chapter 9, Division 3, as amended, of the Business and Professions Code of the State of California, and must provide their license number. The Contractor and subcontractors will not be required to pay City fees for permits and further will not be required to secure a business license in the City of Seal Beach for the purpose of this contract work. 10. WATER The Contractor shall make his own provisions for obtaining and applying water necessary to perform his work. If the Contractor desires to use available City water, it shall be his responsibility to make arrangements for water purchases by contacting the City. 11. SCHEDULE OF WORK The Contractor shall file with the Engineer within ten (10) days of award of the contract, a schedule of work. The schedule shall outline the various phases of work and the order in which the contractor proposes to carry out the work. The schedule shall be sufficiently detailed to permit ready comparison with actual construction as work progresses. Contractor shall notify this Engineer 48 hours in advance of starting work. 12. SOUND CONTROL REQUIREMENTS The Contractor shall comply with all local sound control and noise level rules, regulations and ordinances which apply to any work performed pursuant to the contract. Each internal combustion engine, used for any purpose on the job or related to the job, shall be equipped with a muffler of a type recommended by the manufacturer. No internal combustion engine shall be operated on the project without said muffler. The noise level from the Contractor's operations, between the hours of 8:00 p.m. and 7:00 a.m., shall not exceed 86 dBA at a distance of 50 feet. This requirement in no way relieves the Contractor from responsibility for complying with local ordinances regulating noise level. 0 E-3 • • Said noise level requirement shall apply to all equipment on the job or related to the job, including but not limited to trucks, transit mixers or transient equipment that may or may not be owned by the Contractor. The use of loud sound signals shall be avoided in favor of light warnings except those required by safety laws for the protection of personnel. Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefore. 13. INSPECTION The Contractor shall recognize the City Engineer of the City of Seal Beach as the project engineer who shall be in charge of and authorize the inspection of the project. The contractor shall provide access at all times to any area of the project for inspection purposes and shall furnish, without cost, any assistance necessary to complete required inspections. A twenty-four hour notice shall be given prior to commencing the project, and during construction, the Contractor shall give due notice, satisfactory to the inspector, of the readiness of any phase of construction to be inspected and shall not proceed without approval. 14. CONDUCT OF CONSTRUCTION OPERATION Construction operations shall be conducted in such a manner as to cause as little inconvenience as possible to the abutting property owners. Convenience access to driveways, houses and buildings along the line of the work shall be maintained. No material or equipment shall be stored where it will interfere with the free and safe passage of public traffic. At the end of each day's work and at other times, when construction operations are suspended for any reason, the Contractor shall remove all equipment and other obstructions from any portion of the roadway open for use by public traffic. All spillage and any excessive dirt or debris resulting from hauling operations, moving of equipment along or across any private or public property or public-traveled way, shall be removed immediately at the contractor's expense. 15. WEATHER Adverse weather conditions shall be cause for suspension of operations when, in the opinion of the Engineer, continuation of operations during such adverse weather would result in unsatisfactory completed work. The Contractor shall expect adverse weather and shall be prepared to take steps necessary to assure a minimum of delay. Immediately following adverse weather, the Contractor shall drain all areas of impounded water and shall take other measures as may be necessary to facilitate a prompt resumption of construction. 16. REPAIR AND REPLACEMENT OF OBSTRUCTIONS Reasonable caution shall be taken to avoid damage to all utilities, and all liability for E-4 • • damage shall be the responsibility of the Contractor. All existing utilities, lights, or other obstructions which are removed, damaged, or destroyed in the course of the work shall be replaced and/or repaired to original condition to the satisfaction of the Engineer by and at the expense of the Contractor. 17. PUBLIC UTILITIES During the course of construction, several public utilities will be encountered. Prior to commencing work, the Contractor shall contact the respective utility companies and determine the exact location of their principal facilities and service crossings. The Contractor shall be responsible for any damage to existing utilities. 18. PUBLIC AND PRIVATE UTILITY JURISDICTIONAL AGENCY UTILITY GOVERNING AGENCY A. Engineering & Inspection City of Seal Beach Sanitary Sewer 211 8th Street Water Seal Beach, Ca. 90740 Street Lights 310 431-2527, ext. 217 B. Electrical Services Southern Calif Edison 12 3/4" fuel Pipeline 714 835-3833 (Hot oil line) 818 372-1212 C. Telephone Services General Telephone Co. 310 437-0111 D. Sanitation Orange County Sanitation 714 962-2411 E. Gas (16" Dia. high pressure) Southern Calif Gas Co. Natural Gas Pipeline 714 529-7070 or 714 529-2889 19. COORDINATION OF WORK It shall be the responsibility of the Contractor to coordinate the work of the various subcontractors and utilities. Contractor shall arrange for all necessary inspections by the City or Utilities involved. Contractor shall be responsible for any delays caused by his failure to arrange for any work or inspection in a timely manner. 20. EQUIPMENT All equipment, tools and machines used shall be subject to approval of the City Engineer as determined by their effectiveness in performance of operations to be accomplished and shall be maintained in a satisfactory working condition while in use. Equipment not meeting these specifications and rejected by the City Engineer shall be removed from the job site and replaced with suitable types. E-5 • • 21. CONTROL OF WATER The Contractor shall provide and maintain at all times during construction ample means and devices with which to promptly remove and properly dispose of all water from any source entering the excavations or other parts of the work. The Contractor shall dispose of the water from the work in a suitable manner without damage to adjacent property. No water shall be drained into work under construction without prior consent of the City. Water shall be disposed of in such a manner as not to be a menace to the public health. Payment for control of water, if required, shall be included in the prices bid for various items of work and no additional compensation will be made therefore. 22. NOTIFICATION TO RESIDENTS AND BUSINESSES If any street or alley is completely closed to traffic for any amount of time, the Contractor shall distribute to each affected residence and business, a written notice stating when construction operations will start and approximately when vehicular accessibility will be restored. This notice must be delivered at least three (3) but no more than five (5) working days before the street or alley is closed. The written notice will be prepared by the City. Errors in distribution, false starts, acts of God, strikes or other alterations of the schedule will require re-notification using an explanatory letter. This letter will also be prepared by the City and distributed by the Contractor. If water is required to be turned off during construction the contractor shall distribute a notice prepared by the City to all affected residences and businesses. 23. PAYMENT Payment for the various items of work shall be as specified in the Standard specifications and as specified herein. It is the intent of these Special Provisions that payment for the items of work included in the bid schedule shall be payment in full for all work shown on the plans or listed in these Special Provisions. E-6 • DESCRIPTION OF BID ITEMS ITEM#1 -EXCAVATION The work included in this item shall consist of supplying all labor, materials, equipment and incidentals for the clearing and grubbing of the project area, removal of existing A.C. and concrete improvements, excavation of native material, and establishing the structural section subgrade as required to construct the improvements as shown on the plans, including, but not limited to sawcutting. All work shall be completed in accordance with the provision of Subsection 300-1 "Clearing and Grubbing,: 300-2 "Unclassified Excavation", 300-4 "Unclassified Fill," 301-1 "Subgrade Preparation"and the following special provisions. MI unsuitable material and all surplus material shall become the property of the Contractor and shall be removed from the project site by the Contractor. The Contractor shall be responsible for repairing or replacing all public or private improvements which are damaged by the Contractor during the Contractor's operation. Sawcutting of existing A.C. and P.C.C. improvements shall be required for all removals. Subgrade must be compacted to a relative compaction of 90%. The final pay quantity for this item shall be the measurement in square footage of the horizontal projection of the work described above as completed. Payment shall be at the unit price shown in the proposal, shall include payment in full for completing all work described above, and no additional compensation shall be made. ITEM#2 -MISCELLANEOUS CONCRETE WORK The work included in this item shall consist of supplying all labor, equipment, materials and incidentals required to construct, replace or repair cross gutter,concrete walk, and curb and gutter to control joints, or score marks as shown or not called-out on the plans including, but not limited to compaction, curing, surface broom and score marks and all other work required and necessary to replace/constrict the PCC cross gutter,walk and curb and gutter complete in place. MI work shall be performed in accordance with the provisions in Subsection 303-5 "Concrete Curbs, Walks, Gutters, Cross Gutters, Driveways and Alley Intersections" of the Standard Specifications and the following special Porvisions. PCC improvements shall be installed on existing compacted native to a thickness as indicated on the plan or as directed by the City Engineer. All unsuitable, and surplus material shall become the property of the Contractor and shall be S E_, • • removed from the project site by the Contractor. PCC shall conform to the provisions of Subsection 201-1 "Portland Cement Concrete" and shall be Class 520-C-2500. Curing compound shall be Type I conforming to the provisions in Subsection 201-4 "Concrete Curing Compound" of the Standard Specifications. Payment for miscellaneous concrete work shall be a cubic yard basis, and shall include payment in full for all work listed above and no additional compensation shall be made. ITEM#3-COLD PLANE AC PAVEMENT(1"DEPTH MAX.) The work included in this item shall consist of supplying all labor, materials, equipment and incidentals required to complete all operations of planning existing asphalt concrete pavement by an approved cold planing machine. As shown on the plans including, but not limited to removal of all debris, dirt and cleaning. All work shall be performed in accordance with Subsection 302-5.2 "Cold Milling Asphalt Concrete Pavement" of the Standard Specifications and the following Special Provisions. The Contractor shall cut a tapered wedge in the existing asphalt, at all gutter edges, median island,join lines, and as otherwise shown on the plan so that the overlay will have an all acceptable join and design depth over the existing pavement. Depth shall be one (1) inch at the edge of the gutter, median curb and join lines tapering to one-half(1/2) inch. Planed material shall become the property of the Contractor and shall be removed and disposed of off-site of the project. The Contractor shall take precautions to protect the pavement that is to remain in place. The planing machine shall be Barber Green RX40 or CMI PR450 or equivalent; self- propelled and be especially designed and built for grinding flexible pavements. The machine shall consist of a 60" minimum width cutting drum with carbide tip teeth. Drum lacing pattern shall result in a grooved surface finish and the drum shall be totally enclosed in a shroud to prevent discharge of any loosened material into adjacent work areas. The machine shall be adjustable as to slope and depth. A dust suppression system with a 700 gallon minimum water storage tank and two high pressure spray bars with spiral nozzles shall be standard equipment. The equipment shall be demonstrated to have been operated successfully on similar work completed prior to the award of this contract. The equipment shall meet or be lower than the standards set by the Air Quality Act of 1969 and amendments thereto for noise and air pollution. Full compensation for furnishing all labor, materials, tools and equipment shall include dust E-8 O • • • control, removal of loosened materials and cleaning and doing all work listed above will be considered as included in the contract price per square foot (s.f) one inch cold planing and no additional compensation will be allowed therefore. ITEM#4 -ASPHALT CONCRETE PAVEMENT The work included in this item shall consist of supplying all labor, materials, equipment, and incidentals required to reconstruct existing A.C. pavement and construct A.C. pavement overlay at the locations and to the thickness as shown on the plan. also included in this item are the application of tack coat traffic control and other incidental items of work as called out on the plan. All work shall be performed in accordance with Subsection 302-5 "Asphalt concrete Pavement" of the Standard Specifications and following Special Provisions. A"tack coat" shall be grade SS-lh emulsified asphalt conforming to the provisions in Subsection 203-3 "Emulsified Asphalt" of the Standard Specifications. Tack coat shall be uniformly applied to all existing pavement surface, all contact surfaces of cold pavement joints, all manholes and all valve boxes prior to placing of A.C. overlay. Prime coat and fog seal shall not be required. The Contractor shall remove all debris, dirt, gravel and pavement markers from existing pavement within the limits of the item of work as shown on the plans, prior to paving. • MI unsuitable and surplus material shall become the property of the Contractor and shall be removed from the project site by the Contractor. Asphalt concrete pavement overlay shall be 1/2" Type III-C3-AR4000 (surface course) and Type III-B2-AR4000 (for Base Course) and shall meet the requirements of Subsection 400- 4, "Asphalt Concrete," of the Standard Specifications and shall conform to the requirements of the Orange County Environmental Management Agency Standard Plan 1805 "Special[ Provisions - Asphalt Concrete." Payment for asphalt concrete shall be measured and paid per ton and shall constitute full compensation for furnishing and placing of materials and completing all work listed above, including but not limited to, installing A.C. pavement, tack coat and traffic control and no additional compensation will be allowed therefore. ITEM#5-ASPHALT-RUBBER HOT MIX (ARHM) OVERLAY The work included in this item shall consist of supplying all labor, materials, equipment and incidentals required to construct asphalt-rubber hot mix overlay, the locations and to the thickness as shown on the plans. Overlay thickness shall be 0.10 foot and varies according to the plan. Also included in this item are cleaning, the application of tack coat, traffic control and the removal of all debris and pavement markers prior to overlay. 411 E-9 • • All work shall be performed in accordance with pertinent provisions of section 600 - "Modified Asphalt's, Pavement and Processes" and the following Special Provisions. Asphalt-rubber shall conform to the requirements of Subsection 600-1 Requirements, 600- 2.1 asphalt-Rubber, 600-2.2 Materials, 600-2.3 Mixing and 600-2.5 Crumb Rubber Modified Asphalt (CRM-HMA) Wet Process of the APWA Standard Specifications except as modified herein. Unless otherwise noted, all modifications shall be in addition to the provisions of those Subsections. 600-2.1 Asphalt-Rubber. Asphalt-Rubber shall be Type B. 600-2.2 Materials. 600-2.2.1 Paving Asphalt. The first sentence of Subsection 600-2.2.1 is hereby deleted and replaced with the following: The asphalt used for asphalt-rubber shall be AR 4000 conforming to Subsection 203-1 of the Standard Specifications. 600-2.2.3 Type B Asphalt-Rubber. Contractor shall submit a complete set of materials of laden tickets for all materials and certified weight tickets for all unused materials remaining after completion of material production. • If natural and scrap tire rubber are premixed, three samples will be required, one mixed, and one each of scrap tire and natural rubber unmixed. 600-2.3 Mixing. 600-2.3.2. Type B Asphalt-Rubber. Contractor shall have available a Haake Viscometer. Contractor shall take viscosity readings at least every hour and minimum one per batch at the point where asphalt-rubber enters the feed to the ARHM plant. Temperature of readings shall be constant at 375 degrees Fahrenheit, or the minimum reaction temperature if operating under Approved Variances, Subsection 600-2.3.2.1. Contractor shall log results including time and temperature, and shall notify the Engineer at the plant 15 minutes prior to each test. Samples shall be taken at a point where the material has not been exposed to material that is not fully isolated from the feed to the ARHM plant during times of normal production. Sample point shall be on a line with continuous circulation from the tank return. Variations of more than 400 Centipoise between viscosities measured at the same approximate time in the reaction cycle shall be considered evidence of non-uniformity of mixture in violation of Subsection 600-2.4 Equipment. Contractor shall take viscosity readings at times as directed by the Engineer when variations approach these levels. E-10 • • If directed by the Engineer, a graph of viscosities shall be prepared as described in • Subsection 600-2.3.2.1 Approved Variances. If the maximum viscosity at the viscosity peak is less than 2800 Centipoises, the process will be deemed a slow reaction and the reaction time shall be revised to 3 hours. This reaction time may be adjusted based on investigation of the finished pavement surface. If the amount of rubber that can be pulled from the surface of the finished pavement in an area 6 inches square is rolled into a ball, and that ball does not exceed 3/16 inch in diameter, the reaction time will be reduced to the time of reaction of the binder used at that area of pavement. The 6 inches square area will be selected by the Engineer in the general area of pavement representative of the quantity of binder being investigated. Once determined, the reaction time will remain fixed for the remainder of the project, unless a ball of rubber exceeding 3/16 inch in diameter can be pulled from the pavement surface as described above, then the reaction time shall again be increased. The Engineer determination shall be final. Variations of more than 200 Centipoise from the nominal smooth curve of the reaction cycle established by the plot of time and viscosity shall be considered evidence of a non- uniform mixture in violation of Subsection 600-2.4 Equipment. Contractor shall prepare a log of weights of asphalt, asphalt modifier, natural rubber, and tire rubber used in each tank of asphalt-rubber produced. The log of weights shall be made available to the Engineer on request. The minimum and maximum field viscosities in Table 600-2.3.2(a) are hereby changed to 1800 and 2400, respectively. The following is hereby added to Subsection 600-2.3.2 Subparagraph 3): The actual rubber content within the + 2 percent as used in this paragraph shall be determined by the Engineer. The first and second sentences of the second paragraph of Subsection 600-2.3.2 are hereby deleted and replaced with the following: The temperature of blended asphalt and modifier shall be between 385 degrees Fahrenheit and 415 degrees Fahrenheit when the CRM is added. The sixth sentence of the second paragraph of Subsection 600-2.3.2 is hereby deleted and replaced with the following: The 30-minute period to react shall be considered the reaction time. The temperature of the combined materials shall be maintained between 385 degrees Fahrenheit minimum and 415 degrees Fahrenheit maximum during the reaction time. Inability to maintain reaction temperatures above specified minimums will be cause to 411 E-11 • • terminate paving operations. Contractor is reminded that if the reaction tank does not have a gas retort heating system capable of raising the temperature of its contents at least 20 degrees per hour, there exists the inherent potential for such below minimum temperatures to become an irreversible condition. Certification was previously provided in the bid that the asphalt rubber hot mix plant owner, the paving subcontractor, and asphalt rubber supplier have been made fully aware of these provisions. The following is hereby added to Subsection 600-2.3.2: Any tank to which asphalt-rubber is transferred must remain completely isolated from the feed to the ARHM plant until the full reaction time has expired. 600-2.3.2.1 Approved Variances. To substitute a different natural rubber which conforms to Table 600-2.2.2 (D), and/or a lower reaction temperature, but still exceeding 360 degrees Fahrenheit, Contractor shall provide readings of time and viscosity at 15- minute intervals, at the constant intended minimum reaction temperature during the first 3 hours of reaction on the first quantity of asphalt-rubber prepared. If the viscosity peaks above 2800 Centipoises and then stabilizes over a period of three readings taken after 1 1/2 hours, the last reading being no more than 150- centipoise less than the first of the three, then data collection may be terminated at that time. A curve of time versus viscosity shall be prepared from this data. If later viscosity readings at the same time relative to beginning of reaction (time of full incorporation of materialAny tank to which asphalt-rubber is transferred must remain completely isolated from the) indicate a deviation of more than 250 fillcentipoise from the time/viscosity curve, complete new replacement data shall be gathered to prepare the same form of time/viscosity curve, complete new replacement data shall be gathered to prepare the same form of time/viscosity curve to replace the previous curve. If the viscosity curve does not peak above 2800 Centipoise, then the provisions of Subsection 600-2.3.2 for slow reaction shall apply. Otherwise, the reaction time shall be the time from full incorporation of material at the intended reaction temperature, until the viscosity reaches a point within 100 centipoise of the viscosity at the last point in time on the viscosity curve. The viscosity curve shall be considered to have a descending slope at the end of the curve. The time/viscosity curve shall determine the reaction time, but in no event shall it be less than 30 minutes. Except for the specific variances provided for in this Subsection 600-2.3.2.1, asphalt-rubber shall conform fully to all other applicable specifications. 600-2.5 Crumb Rubber Modified Hot-Mix Asphalt (CRM-HMA) Wet Process. 600-2.5.1 General. The text 600-2.5.1 is hereby deleted and replaced with the following: E-12 41111 s • CRM-HMA shall be the product of mixing mineral aggregate, asphalt binder, and CRM at a central-mixing plant. 600-2.5.4 composition and Grading. The gradation ranges shown in Table 600-2.5.4 (A) shall be considered the Contract Compliance Range. The Operating Range for the first sieve size below 100 percent passing, shall be the target percentage specified in this Subsection with a tolerance of+ 2.5 percent. If the gradation testing results do not meet the Operating Range requirements but meet the Contract compliance Range, placement of ARHM may be continued for the remainder of the day. However, another day's work shall not be started until tests, or other information, indicate to the satisfaction of the Engineer that the next material to be used in the work will comply with the requirements specified for Operating Range. Target percentage for binder shall be by dry weight of aggregate 8.2 percent for all streets. Except where an operating range is specified, it is the intent of the Specifications that the target percentage be the central value in the Contract Compliance Range. Adjustments shall be made when there is deviation into the margin within 2 percentage points of the maximum or minimum values of the Contract Compliance Range. Target gradation for aggregate shall be based on 98 percent passing 1/2-inch sieve for all streets. ARHM shall be Class ARHM-GG-C. 600-2.5.6 Miscellaneous Requirements. Proportioning shall be performed using an automatic batching system, and the proportioning device shall be automatic to the extent that the only manual operation required for proportioning all materials shall be a single operation of a switch or starter. For drum plants, the system shall run fully automatic with the only input to the AC plant computer being information transmitted automatically from a Corealis mass flow meter on the line of the asphalt-rubber feed to the AC plant. All automatic shutdown features of the AC plant shall be fully functional. 600-2.6 Asphalt rubber Hot Mix - Gap Graded (ARHM-GG) Asphalt Rubber Hot Mix shall conform to specifications for Subsection 600-2.6 Asphalt- Rubber Hot Mix-Gap Graded (ARI IM-GG), of the APWA Standard Specifications except as modified herein. Unless otherwise noted, all modifications shall be in addition to the provisions of those subsections. 600-2.6.1 General. ARHM shall mean ARHM-GG. The following day after the cold milling operation and cleaning and prior to tack-coating the Contractor shall pre-clean all areas by self-propelled power street sweepers. The streets E-13 I must be paved within 24 hours after the milling operation. A"tack-coat" shall be grade SS-1 h emulsified asphalt conforming to the provisions in Subsection 203-3 "Emulsified Asphalt" of the Standard Specifications. Tack coat shall be uniformly applied to all existing pavement surface prior to placing of asphalt rubber overlay, all contact surfaces of cold pavement joints, all manholes and all valve boxes. All PCC surfaces, to be crossed by trucks used to haul ARHM, that are within 500 feet of the work limits shall be covered with sand or other durable covering prior to applying tack coat. Contractor shall have sufficient power brooms on site during all periods of distribution and spreading to provide for cleanup of haul routes and work areas. Power broom shall provide miscellaneous cleanup of ARHM spoils as directed by the Engineer. Power brooms used ahead of paving operations on accepted clean cold planed areas shall only sweep areas that are accepted as clean after cold planing. Power brooms that have swept cold planed areas not accepted as clean shall not enter onto accepted clean cold planed areas. Power brooms used ahead of paving operations shall not be operated more than 60 percent full of sweeping. It is imperative that citizen's complaints be resolved expeditiously. To achieve this, the Engineer's Field Representative will inform the Contractor of the complaint verbally and in 0 writing. The Contractor, in turn, will contact the resident and inform the Field Representative within 24 hours of the action to be taken. 600-2.6.2 Distribution and Spreading. The first sentence of Subsection 600-2.6.2 is hereby deleted and replaced with the following: The ARHM asphalt shall be delivered and dumped directly into the paving machine. Depositing of material on the street will not be permitted. At the time of placement in the paving machine, the temperature of ARHM-GG shall exceed 290 degrees Fahrenheit and be high enough that pavement temperature after two passes with the breakdown roller exceeds 240 degrees Fahrenheit. To avoid picking loose rock in the overlay area, the tires of all trucks must be lightly oiled with soy bean oil or equivalent, but not to the point of runoff. Contractor shall designate staging areas for trucks to switch trailers and perform any clean out necessary. Trucks shall use only designated areas for these purposes. contractor shall spread rock dust blotter at a rate of 4 + 0.5 pounds per square yard within 500 feet leading away from these areas and on a continuous run back to the point where trucks exit and/or enter the area to be paved. The cost of this application will be borne by the Contractor as 411 E-14 included in the unit cost for asphalt-rubber hot mix. alIn order to prevent cold longitudinal joints, if a street is not completed in the same day, only transverse joints will be left open for the next work day. Prior to paving any portion of a Cul-de-Sac bulb, enough material shall be in trucks at the site to complete the Cul-de-Sac bulb. Once the paving machine enters the bulb of the Cul- de-Sac, the paving machine shall not resume paving outside of the bulb until the bulb is completely paved. One shoveling laborer and two raking laborers shall attend the paving machine at all times in the Cul-de-Sac bulbs. Rakers shall perform all necessary raking immediately behind the paving machine. Contractor shall maintain a functioning infrared heat measurement device in close proximity to each paving machine at all times. Contractor shall provide a pavement temperature reading, with an infrared heat measurement instrument, when requested by the Engineer. 600-2.6.3 Rolling. The second sentence of Subsection 600-2.6.3 is hereby deleted and replaced with the following: Two complete passes with the breakdown roller shall be provided. Initial breakdown rolling shall be performed close enough to the paving machine and at a pavement temperature high enough such that the pavement temperature after two passes exceeds 240 degrees Fahrenheit. To ensure optimum quality control, the use of more than one paver must be approved in advance by the Engineer, and will generally require one foreman, one power sweeper, and a full complement of rollers for each paving machine. An extra breakdown roller shall be on site at all times, free of defects. Vibratory rollers shall be rated at 21,000 pound dynamic force. A vibratory roller shall be used for initial breakdown rolling and intermediate rolling. All vibratory rollers shall have an adjustable range of vibration set at low vibration. Intermediate rolling shall be provided such that a total of six passes are performed before pavement temperature drops below 200 degrees Fahrenheit. An additional intermediate roller shall be provided to achieve this result. A finish roller shall be provided in addition to intermediate rolling. 600-2.6.4 Rock Dust Blotter. A rock dust blotter will be required. Rock dust per Subsection 200-1.2 shall be uniformly applied using a mechanical spreader at a rate of approximately three pounds per square yard. The cost of this application will be borne by the Contractor. Contractor shall include in the price for ARHM, the full cost of applying E-IS i • rock dust blotter to all areas of ARHM. The Contractor will be responsible for protecting existing storm drain inlets to ensure that no sand, gravel, rock dust, tack coat, asphalt, or spoils from paving operations enter into storm drain inlets. Asphalt-Rubber Hot Mix will be paid at the contract unit price per ton as shown in the proposal, and shall include payment in full for completing all work listed or described above and no additional compensation shall be made. ITEM #6-AGGREGATE BASE The work included in this item shall consist of supplying all labor, materials, equipment and incidentals to install an aggregate base to a thickness as indicated or not shown on the plans and/but specified herein, including, but not limited to backlit! and base material for A.C. pavement structural sections. All work shall be performed in accordance with the provisions in Subsection 301-1 "Subgrade Preparation," and Subsection 301-2 "Untreated Base" of the Standard Specifications and the following Special Provisions. The untreated base material shall conform to Section 200-2.2 "Crushed Aggregate Base" of 0 the Standard Specifications or Section 26-10.2B of the State of California Department of Transportation Standard Specifications "Class 2 Aggregate Base" 1 1/2" maximum). Base material shall be compacted to a relative compaction of 95%. Payment for this item shall be at the unit price shown in the proposal and shall include payment for all work listed above and no additional compensation shall be made. ITEM#7-ADJUST MANHOLE FRAMES AND COVERS TO GRADE The work included in this item shall consist of supplying all labor, equipment, materials, and incidentals for adjusting manhole frames and covers to finish grade. All work shall be performed in accordance with the provisions in Subsection 301-1.6 "Adjustment of Manhole Frames and Cover Sets to Grade, and Subsection 302-5.8 Manholes" (and other structures) of the Standard Specifications. Concrete shall be Class 560-C-3250 per Section 201-1 of the Standard Specifications. The Contractor shall be responsible for measuring/recording their exact location (tie-out) prior to construction and shall be responsible for relocating each for setting to grade. E-16 O • • All manhole frames and covers may be paved over and later adjusted to grade. After the • pavement has been completed, they shall be set to grade, the removal area shall be filled with a concrete base and a two-inch asphalt concrete/asphalt-rubber hot mix cap. Tack coat shall be required. Payment for this item shall be at the unit price shown in the proposal and shall include payment for all work listed above and no additional compensation shall be made. ITEM#8-ADJUST WATER VALVE BOXES TO GRADE The work included in this item shall consist of supplying all labor, equipment, materials, and incidentals for setting all existing water valve boxes, including frame and cover to finish grade. All water valve boxes and survey monument frame and cover within the limits of asphalt concrete overlay shall be set to grade per City of Seal Beach Standard Plan #106, and the following Special Provisions. Concrete shall be Class 560-C-3250 per Section 201-1 of the Standard Specifications. The Contractor shall be responsible for measuring/recording their exact location (tie-out) prior to construction and shall be responsible for relocating each for setting to grade. Any valve boxes frame and cover or appurtenances destroyed, damaged or lost during construction shall be replaced with new per city of Seal Beach Standard Plan #106. All water valve boxes, frame and cover may be paved over and later adjusted to grade. After the pavement has been completed, they shall be set to grade, the removal area shall be filled with a concrete base and a two-inch asphalt concrete/asphalt rubber hot mix cap. Tack coat shall be required. Payment for this item shall be at the unit price shown in the proposal and shall include payment for all work listed above and no additional compensation shall be made. ITEM#9-TRAFFIC STRIPES AND MARKINGS The work included in this item shall consist of supplying all labor, materials, equipment and incidentals required for the application of all traffic stripes, crosswalk and pavement markings as shown on the plans. All work shall be performed in accordance with Subsection 310-5.6, "Painting Traffic Striping, Pavement Markings, and Curb Markings" of the Standard Specifications and the following Special Provisions. E-17 • • The Contractor shall make or otherwise delineate the street centerline to separate opposing traffic immediately after removing, covering, or obliterating the existing street centerline. Said marking or delineation shall remain in place until permanent striping is installed. Painting shall be manufactured by Bauer Coatings chemical Division or approved equal. Colors shall be white (1039 A9), yellow (1040 A9), or black (11 49) as required. Paint shall be applied in two (2) equal thickness totalling the minimum required wet film thickness indicated in Subsection 310-5.6.5" "Traffic Stripes and Markings", of the Standard Specifications. Reflective glass beads shall be applied to both layers of paint a rate equal to one-half the rate indicated in Subsection 210-1.6.5, "Reflective Material", of the Standard Specifications. Except where otherwise stated, all angle points shown on the striping plans shall be installed using tangent curves with a radius as determined by the Engineer. All traffic lines shall be spotted at five-foot intervals by the Contractor and field-checked by the Engineer prior to painting. Work markings, letters, numerals and symbols shall be in conformance to the State of California Department of Transportation Standards. Payment for traffic stripes and markings shall be paid for at the lump sum amount shown in the proposal and includes payment in full for all items listed in the above item description and Subsection 310-5.6 of the Standard Specifications and no additional compensation will be made. ITEM#10- REFLECTIVE PAVEMENT MARKERS The work included in this item shall consist of supplying all labor, materials, equipment and incidentals required to place raised reflective pavement markers within the project limits. All materials and work shall conform to provisions of the State of California Department of Transportation Standard Specifications (Latest Edition) Section 85 "Pavement Markers" and the following special Provisions. Reflective pavement markers shall conform to the following types: (Type "A") Non-Reflective White Markers (Type "AY") Non-Reflective Yellow Markers (Type "D") 2-Way Yellow Reflective Markers (Type "G") 1-Way clear Reflective Markers Location and distances between markers are as shown on plans and attached details. E-18 Measurement of reflective pavement markers shall be by the total aggregate count of reflective pavement markers which conform to these Specifications in place (regardless of type). Payment for reflective pavement markers shall be at the contract unit price in the proposal and shall constitute full compensation for furnishing and installing reflective pavements markers including all work listed above and no additional compensation shall be made. FOR INFORMATION ONLY The following is an estimate of quantities of the different type of markers required in this bid item. Payment shall be for the total markers only and no additional compensation shall be made for the installation of various types. This is an estimate only. • (Type "A") Non-Reflective White Markers 418 (Type "AY") Non-Reflective Yellow Markers 368 (Type "D") 2-Way Yellow Reflective Markers 880 (Type "G") I-Way Clear Reflective Markers 164 Total Aggregate 1830 E-19 • Traffic Manual MARKINGS 6-23 11 1991 ® Figure 6-1 CENTERLINES - 2 LANE HIGHWAYS FOR SPEED ZONES 40 MPH OR LESS DETAIL 1 POLICY Centerline pattern for use on two-lane streets and 411 I 7' i 17' I 7' I 17' 7' I highways(normally used on local streets and highways). DETAIL 2 48' 181/2'1 7' I 17' 17' 18.1/2'1 Centerline pattern with pavement markers for use on two- 0 = 0 ❑ lane streets and highways. DETAIL 3 (Deleted) DETAIL 4 as' O Alternate to Detail 2. For use at problem locations where 8' i ti' I 16' 1 8' 1 8' It is difficult to place and maintain centerline because of ❑ 0 0 0 O O O ❑ moisture, sand, eta 14'1 14'I FOR SPEED ZONES 45 MPH OR MORE DETAIL 5 as 12' I 36' 12- 1 Centerline pattern for use on two-lane streets and - highways(normally used on local streets and highways). DETAIL 6 4W Centerline pattern with pavement markers for use on two- lane streets and highways. ❑ ❑ ma- DETAIL 7 ae 18' I 12' I 18' Alternate to Detail 6. For use at problem locations where f' It Is difficult to place and maintain centerline because of ❑ 0 0 0 0 O moisture, sand, etc. -' 14'1 LEGEND • 4" Yellow O Two-Way Yellow Reflective Marker ~ Direction of Travel 0 Non-Reflective Yellow Marker NOT TO SCALE • • 6-24 MARKINGS Traffic Manual al11-1991 Figure 6-2 LANELINES - MULTILANE HIGHWAYS FOR SPEED ZONES 4OMPH OR LESS DETAIL. 8 POLICY 4W 7' 17' I 7' I 17' 17' Laneline pattern for use on multilane streets and highways (normally used on local streets and highways). O O O DETAIL 9 48' 8.1/2'I 7' I 17' I 7' I8-1/2' Laneline pattern with pavement markers for use on u 0 0 0 multilane streets and highways. DETAIL 10 48' 8' I 8' I 16' I 8, I 8' Laneline pattern with pavement markers for use on D O O O O O p 0 multilane streets, highways and freeway ramps. 14'I 14'1 OFOR SPEED ZONES 45 MPH OR MORE DETAIL 11 48' Laneline pattern for use on multilane streets and highways 12' 36' 12 I (normally used on local streets and highways). I I ( I DETAIL 12 48' Laneline pattern with pavement markers for use on 18' I 12' I 18' multilane conventional streets and highways. 0 I7 DETAIL 13 48' Laneline pattern with pavement markers for use on State •ffie 18' I IT I 18' I freeways,expressways,freeway ramps,freeway to freeway D O O O O 0 connectors and collector roads. See Detail 14. 14'I DETAIL 14 1Y" 12' , I Laneline pattern with red-clear pavement markers for use 0 0000 3 0000 3 0000 3 on freeways approaching exit ramps. Used with Detail 13, 14"1 raCLEiw YAWN nnnr In a pattern of four red-clear pavement markers, at inter- ' vals as shown. O hrrlrsr 144 In r.1 w�-zr'� \DETAIL 13 if LEGEND ■Illsm 4" White u One-Way Clear Reflective Marker •m.- Direction of Travel ® Red-Clear Reflective Marker NOT TO SCALE 0 Non-Reflective White Marker • • 6-26 MARKINGS Traffic Manual 11-1991 a O Figure 6-4 NO PASSING ZONES - TWO DIRECTION DETAIL 21 POLICY _ Two-direction no-passing pattern for use on two-lane 3" streets and highways(normally used on local streets and highways). See Note 2. DETAIL 22 24' 24' ~ ❑ ❑ ❑ - _ Two direction no-passing pattern with pavement markers 3" for use on two-lane streets and highways.See Note 1 and 2. Oy ❑ ❑ 0 _2. DETAIL 23 24' I 24' O 000000000000_ Alternate to Detail 22. For use with either Detail 4 or 3" Detail 7. ❑ 000000 000000 — 14'14'1 NOTE: 1. Pavement markers In Detail 22 may be placed on the line. 2. A 3" Black Line shall be placed between the 4" Yellow Lines on State highways. It may be placed on streets and highways under local Jurisdiction. O LEGEND ■ 4" fellow ❑ 1Wo-Way Yellow Reflective Marker Direction of Teavel 0 Non-Reflective Yellow Marker NOT TO SCALE • • 6-34 MARKINGS Traffic Manual 6-1992 ® Figure 6-12 MISCELLANEOUS DETAILS, CHANNELIZING, BIKE LANE AND LANE LINE EXTENSIONS DETAIL 38 - Channelizing Line POLICY jr Typical channelizing line for use on Lett-Turn or RightTurn 8"White Une lanes on State highways. Pavement Markers when used 2" should be placed on the through traffic side only.See Sec- 3 0 0 tion 6-02.2. 24' I 24' Through Traffic .-► Jr DETAIL 38A - Channelizing Line 8"White Une Typical channelizing line for use on Lett Turn or Right Turn lanes on local streets and highways. DETAIL 38B - Channelizing Line at Exit Ramps 0 0 0 2.. jr J Typical channelizing line for use on Exit Ramp. See 8" White Une Section 6-02.2. Pavement Markings as shown may also 3 0 0 2" be placed on the line. I 24' I 24' DETAIL 38C - Alternate to Detail 38B 888888 ® 88888 ® 0 I4' 4'I 24' 24' DETAIL 39 - Bike Lane Line jr 6"White The Bike Lane Line is used to mark lanes for the specific Line ? use of bicycles(See CVC 21208 and 21209). See Figures 1 6-23 through 6-26. DETAIL 39A - Bike Lane Intersection Line ,.----N— 200'—N---►r Intersection ❑ 0 ❑ ❑ The Bike Lane Intersection Line may be used to extend the bike lane to or through an intersection.See Figure 6-25. 8' 4.1 -6"White Une rs DETAIL 40 - Lane Line Extension Through Intersections I= = c The Lane Line Extension Through Intersections marking �� 6' is used to extend the lane line through an intersection that 4"White Une might otherwise be confusing to the motorist. DETAIL 40A - Alternate to Detail 40 0 0 0 0 0 0 0 0 0 0 0 4 I K_Non-Reflective White Markers ® LEGEND I I White Line 0 One-Way Clear Reflective Marker •- ' Direction of Travel 0 Non-Reflective White Marker NOT TO SCALE • • i s -J -J LC 0 2 C 0 0 V V 4111 . v I 6.. ,v I 6.. W, '; 6. ---__ O 4 I o BATTER 3 12 - BATTER 3 12 - VI V TA GI i 'Cl - - • LEVEL 11 -LEVEL, .. c°o 1 A1 -6 A2-6 AND AND - A1 -8 A2-8 =j 0 U U1 01 ",f 6 MIN h B : 1 6" 1 W LL °I I O L .-- 3 , - - „ \ , Y.I BATTER 3 12 n V u-BATTER 3 12 U'' LEVEL O ��_ -- --; VSS' —y PAVEMENT A3-6 D1 -6 AND AND A3-8 D1 -8 NOTES: I. ALL DIMENSIONS ARE MEASURED IN INCHES. 2. 'Cr' IS THE LAST NUMBER IN THE DESIGNATION. E J S. SW"IS 24'UNLESS OTHERWISE SPECIFIED. 0 ry 4. TYPES Al, A2,A3 AND CI ARE CONSTRUCTED OF PORTLAND 4-I u 6. CEMENT CONCRETE. -� S. TYPE DI IS CONSTRUCTED OF ASPHALT CONCRETE. 1. _ BATTER 312 6. TYPE CI CURB SHALL BE ANCHORED WITH DOWELS AS SHOWN ° `T u NI .1l OR WITH AN EPDXY APPROVED BY THE ENGINEER. 7. GRADE SHALL BE MEASURED AT CURB LINE AT TOP OF CURB. ��2 //� B. ALL EXPOSED CORNERS CURBS AND GUTTERS TO / i PAVEMENT BE ROUNDED WITH A 1/2'RADIUS. ! •4 DOWEL AT 410C 10' MIN. LENGTH. C1 -6 GROUTED IN PLACE AND C1 -8 OAMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER - STANDARD PLAN JOINT PROMULGATED COMMITTECE CURB AND GUTTER-BARRIER 120-0 1984 • • USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF T i • • -+ 3l1 m � ' m p U 01 6., 1 c 6.. uI _ ..A -- --_ 31 r' I LL v_. BATTER 6:12 1 I VI - I BATTER B 12 4 W 1 / E. I –1 ° LEVEL. - - __ -- _- _ _ _ - -, __ ° . LEVEL C _ I I. B1 -1 I- B2 z ¢ V K ' ,. - R 6-i BAITER B 12 w ' LEVEL °a to . m Li' e z 1 O� L 1 1' O <� I 6• u1 . BATTER B 12 B3 J, m' 0, U u w ® • ~1 1 I / / 7 As..., . -PAVEMENT 3/4"R�i /:% u BATTER\ \ IC' DIN L AT 4', rrs 10' MIN LENGTH, C 2 GROUTED IN PLACE .PAVEMENT - NOTES; D2 I. ALL DIMENSIONS ARE MEASURED IN INCHES 2. 'Cr IS 6' UNLESS OTHERWISE SPECIFIED. 3. VC 12 UNLESS OTHERWISE SPECIFIED. 4. TYPES 61, 62, 63. AND C2 ARE CONSTRUCTED OF PORTLAND CEMENT CONCRETE. 5. TYPE D2 IS CONSTRUCTED OF ASPHALT CONCRETE. 6. TYPE C2 CURB SHALL BE ANCHORED WITH DOWELS AS SHOWN OR WITH AN EPDXY APPROVED BY THE ENGINEER. 7. GRADE SHALL BE MEASURED AT CURB LINE AT TOP OF CURB. S. ALL EXPOSED CORNERS ON PCC CURBS AND GUTTERS TO BE ROUNDED WITH A 'h' RADIUS. A AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER — STANDARD PLAN JOINNTTDCCOOOOPEATVE6COMMITTEE CURB AND GUTTER-MOUNTABLE 121 -0 1984 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 6-1-93 • • I. ' /17 .. . ;.zevAre. ..H.II/ter I )4 • *. . .• •. . I • • • . O.I,• • .'. Z • n tIP--irefletreenteta-nt ' . •• . .. . .• • . :• 0. = At.r reel r A LA..n.Crenra a.r1 I • l\ .... . .. 9 .;:. I ii I 1 I . rf 1 0, 1\ P‘ (t \ © / knjc) I I 1 is. . . I • 92-rnieraleir flei ey/&•/,...,„ . • . ••;•. • . • :• N... des re rid..W.e.,Cr /...'I..- I I h - •• . - • . I i 2 • • •• • I , — -- • _,/... .... - . . -- at-Fr - 7 DRESSE7450"BUTTERFLY VALVE SHALL BE USED ON P L. A N MAIN LINES. A;RiatT coNceire M SacAchve --- —CADMIUM PLAThV r s ie z • ( ..-.-• I •• . . .0 . .I • • * . • , . 0 .4..........-•-.....---f.LO AN 56517 epg-C-3250 - • - EH . in KENNEDY, MUELLER,CLOW LIST /4, •• ".1 - : VALVE SOX• $20005 err RICH SERIES 20, SHALL BE _ SSE: f TR41015VZ4le i/o) USED ON FIRE HYDRANTS. . . , — PAivi t Erre/vs/ow a - Ramx40 SocAS .•.... 64,40 2 N! 6 RE-EARS $977? TN•quer &DCA' re exrevo wockes 4.,/41497/C COArm/$----...,\ 7V 70P OF Mace I- 111 4, I . i I I I ill 1 I r . . • ALL BRONZE /A/TERN46, CLASS 560-C-5250 CONCRETE PAR 75 nvc LUC'h4/6 k . . . 37gtvf Amossrm NUr_ . .• •. .• •• - :- • mane sw-boones•mew - an'-nee. ..- a •- • TYP/CAL SECT/ON il C/TY Of SEAL BEACH _ STANDARD DETAIL 41 ENS/NEEZ/Ns P/V/S/081 flaw,/ Sr itfi! 0417 j-/-65 WATER 6Y5Tem n CV N . o. "". 106 VALVE we. A ii, 0 'cmfcrep p .5VAtir WWI 4/19•41 AP 7" /N 5 7 A L L 4 TVA/ In tart Sr iTY e mita RCE sr SIP TO /2 OAIMITIZ ' - - / • • • • . ti Cast letters 0 Tie-2.from cTi• 2'Irom crr. ' n. raiied %a • O�ANCF\\..H • SURVEYOR i• / ��� set Iron �+ ,�- Se• 1 i t t home a cover O U N 1>1 A•C l�\% 1 : /� TOP COVER DETAIL S --;•• -- .... ' eye concrete collar IOw inlshed street pavement Tie 2'Irom elf. a ` 11�'e min �� 0 re 2 from err. _an � I,' e" `%a►"`\\` r rt NOTE:hole will be filled is t• 't. in.F � A���"� i with grout and marked � . : with an identifying e . .: 6' vurifiad ument by the engineer. w Backftll cloy pipe 14S . with sand. k I �� % lore S 1 It 'yam -� ie • 2.oia, hole , , • lSee Hotel • A . t in • 4.1:11,.; .' Concrete 1 ° , ii. 1 . ,, L ' Mla. 7 T• Mao. SURVEY MONUMENT TYPE NA" • • ORANGE COUNTY ENVIRONMENTAL /�QA ENT • GENCY SW. PLAN Approved . . C A di an, as ere ' 1 405 Adapted: R•a Tr-92. Rimed' . • \SURVEY MONUMENT TYPE IIA" : SHEET I Of Id • Lane > of Q line lane See Note 3 �IQ 010 GG r • • ti p See Note 4 • Curb Fact � • 2. 1.5' I.5' c 5 Set Note 2 Voriesi 3' 3.5.Max. �- (tY p.) (typ.) NOTES I. Standard 10' crosswalk consists of Iwo parallel one foot wide white lines (yellow in a school zone). 2. Ladder bars should be used only where added visibility is needed such as school zones, midblock, or on uncontrolled intersection as determined by the Traffic Engineering Division. 3. One way reflective raised pavement markers shall be used to supplement ladder bar stripes where additional visibility is needed at night, such as a poorly lit Street. Use clear Type G r.p.m, s for a white crosswalk, and yellow Type H for o yellow crosswalk. 4. Intent of longitudinal spacing of ladder bars is to place them along Ione lines and in the center cf lones to ovoid vehicle wheel paths Ladder bars Snail be Continuted _across the entire roadway width, with the lost full bar . ( no partial Oars ) at least 2' tram curb face. 5. For location of crosswalk in intersection see Std . Plan 1119. ORANGE COUNTY ENVIRONMENTAL MANAG MENT AGENCY STD. PLAN Approved - • 14 16 G.A. N /son, irlclor of P✓O/iir Wong,: Adopted! Ref.83-1442, 85- 1 1 4 1 CROSSWALK DETAIL SHEET I of I Y. • • • SECTION 3 • CONTRACT AGREEMENT AND INSURANCE For City Wide Street Pavement Resurfacing, Seal Beach Project #673, in the City of Seal Beach. THIS AGREEMENT, made and entered into this Seventh day of October , 1996, by and between the City of Seal Beach, First Part, and R. J. Noble Company hereinafter designed as the "Contractor," Party of the Second Part. WITNESSETH: That the Parties do hereto mutually agree as follows: ARTICLE I. For and in consideration of the payments and agreements hereinafter mentioned to be made and performed by said City, the Contractor agrees with said City to Resurface Various City Street Pavement with asphalt concrete /asphalt rubber hot mix overlay to the limits and locations indicated on the plans and to perform and complete in a good and workmanlike manner all the work pertaining thereto shown on the drawings and described in the Specifications, therefore, to furnish at his own proper cost and expense all (except those materials expressly noted as to be furnished by the City), and to do everything required by this Agreement and the said Specifications and Drawings. • ARTICLE II. For furnishing all said materials and labor, furnishing and removing all plant, temporary works or structures, tools and equipment and doing all the work contemplated and embraced in this Agreement, also for all loss and damage arising out of the nature of the work aforesaid, or from the action of the elements, or from any unforeseen difficulties which may arise or be encountered in the prosecution of the work until its acceptance by said City, and for all risks of every description connected with the work; also for all expenses incurred by or in consequence of the suspension or discontinuance of work; except such as in the said Specification are expressly stipulated to be borne by the said City and faithfully completing the work and the whole thereof, in the manner shown and described in the said Drawings and Specifications and in accordance with the requirements of the Engineer, said City will pay and the contractor shall receive in full compensation, therefore, the unit prices and the lump sum prices named in the Schedule of Work Items of the Proposal. C -1 • • • • i ' ARTICLE III. The City hereby promises and agrees with said Contractor to employ and • does hereby employ 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 contractors to pay the same, at the time, in the manner and upon the conditions set forth in the Specifications, and that said parties for themselves, their heirs, executors, administrators, successors and assigns, do hereby agree to full performance of the covenants herein contained. ARTICLE IV. The Advertisement for bids, the Proposal, the Specifications, and the Drawings mentioned therein, and all addenda issued by the City with respect to the foregoing prior to the opening of bids, are hereby incorporated in and made a part of this agreement. ARTICLE V. The statement of prevailing wages, appearing in the General Prevailing Wage Rates is hereby specifically referred to and by this reference is made a part of this contract. It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the bid or proposal of said Contractor, then this instrument shall control and nothing herein shall be considered as an acceptance of the said terms of said proposal conflicting herewith. ARTICLE VI. By my signature thereunder, as Contractor, I certify that I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for workmen's compensation or to undertake self - insurance in 411 accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. IN WITNESS WHEREOF: The Parties hereto have caused this contract to be executed the day and year first above written. CITY OF SE BEACH, CALIFORNIA Party of t. a firs e ‘ t i 4 - c���` City Aanager • ' TEST: City erk By R. J A :LE OuP. � % Contractor - Party of the Se • n Part PAUL H. CLEARY JR., PRESIDENT Title P.O. BOX 620, 15505 LINCOLN AVENUE Address ORANGE, CA 92856 • C -2 . .1 . State of CALIFORNIA RIGHT THUMBPRINT (Optional) . . County of ORANGE " • onOCTOBER 7, 1996 _before me, M. A. GROSKOPF - o . • (DATE) INAME/TITLE OF OFFICER- i.e."JANE DOE, NOTARY PUBLIC ") a 2 personally appeared PAUL H. CLEARY JR.; PRESIDENT • INAMEIS) OF SIGNERIS)) - CAPACITY CLAIMED BY SIGNER(S) . OF R. J. NOBLE COMPANY ❑INDIVIDUAL(S) MCORPORATE OFFICER(S) personally known to me -OR- ❑ proved to me on the mass) . • basis of satisfactory ❑ PARTNER(S) ❑LIMITED evidence to be the ❑GENERAL person(s) whose name(s) ❑ATTORNEY IN FACT is /are subscribed to the ❑ TRUSTEE(S) within instrument and ❑GUARDIAN /CONSERVATOR • • acknowledged to me that ❑OTHER: he /she /they executed the same in • his /her /their authorized capacity(ies), SIGNER IS REPRESENTING: ' and that by his /her /their (Name of Person(s) or Entity(ies) signature(s) on the r�`,"`" M. A. GROSKOPF instrument the person(s), R- . _ NORT.F Cf1MPANY ,� COMM. #986488 < or the entity upon behalf • • "• "2� 4 PA NOTARY PUBLIC - CALIFORNIA u of which the person(s) `, r` 't , ORANGE COUNTY w My Comm executed the . Expires April 21, 1997 acted, RIGHT THUMBPRINT (Optional) 0 . .:,..,.., instrument. Witness my hand and official seal. W • . . ; O \ a (SEAL) o • • . ( GN I . CAPACITY CLAIMED BY SIGNERIS) ' ❑INDIVIDUAL(S) ❑CORPORATE ATTENTION NOTARY . OFFICERIS) • • The information requested below and in the column to.the right is OPTIONAL. . (TITLES) Recording of this document is not required by law and is also optional. It could, however, prevent fraudulent attachment of this certificate to any ❑PARTNERIS) ❑LIMITED .unauthorized document. • ❑GENERAL ❑ATTORNEY IN FACT • THIS CERTIFICATE • Title or Type of Document • ❑TRUSTEE(S) MUST BE ATTACHED ❑GUARDIAN /CONSERVATOR . TO THE DOCUMENT Number of Pages Date of Document DOTHER: DESCRIBED AT RIGHT: Signer(s) Other Than Named Above - .. SIGNER IS REPRESENTING: . (Name of Person(s) or Entity(ies) 1 ' . . . . • . . WOLCOTTS FORM 63240 Rev. 3 -84 (price class 8 -2A) 0 1994 WOLCOTTS FORMS, INC. - - ALL PURPOSE ACKNOWLEDGMENT WITH SIGNER CAPACITY /REPRESENTATION/TWO FINGERPRINTS .. ., • III . II IIIlIIIIL l Ili • 7 67775 63240 8