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EXCEL PAVING CO. - 2004-01-20 (2)
PLEASE COMPLETE THIS INFORMATION RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: WHEN RECORDED MAIL TO: CITY OF HUNTINGTON BEACH Attn: Robert A. Martinez P.O. Box 190 — 2000 Main Street Huntington Beach, CA 92648 Recorded in Official Records, County of Orange Tom Daly, Clerk -Recorder !II!►1!!(!lIli!iIIII!I!I!!II!!IIII!!II!IIIIl►1111!I!I!!II!Illll!I1 NO FED 20040003296610430pm 04/19/04 105 21 N12 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SPACE FOR RECORDER'S USE ONLY TITLE OF DOCUMENT: NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN by the City of Huntington Beach, owner in fee, 2000 Main Street, Huntington Beach, CA 92648, that the contract heretofore awarded to Excel Paving Company, Inc. who was the company theredn'fo doing the following work to -wit: PAVING REHABABILITATION AT TRAFFIC SIGNAL LOOPS PROJECT II; CC-1248 That said work was completed March 29, 2004 by said company according to plans and specifications and to the satisfaction of the City Engineer of the City of Huntington Beach and that said work was accepted by the Director of Public Works on March 29, 2004, per City Council Resolution No. 2003-70 adopted October 6, 2003. That upon said contract Federal Insurance Company was surety for the bond given by the said company as required by law. This document is solely for the official business of the City of Huntington Beach, as contemplated under Government Code Section 6103 and should be recorded free of charge. Dated at Huntington Beach, California, this March 31, 2004(/ a, Direcro-rZf Public Wo s or City Engine City of Huntington Beach, California STATE OF CALIFORNIA) County of Orange ) ss: City of Huntington Beach. ) I, the undersigned, say: I am an Agent of the City of Huntington Beach, owner in fee, in the foregoing NOTICE OF COMPLETION. I have read said NOTICE OF COMPLETION and know the contents thereof; the same is true of my knowledge. I declare under penalty of perjury that the foregoing is true and correct, and that said NOTICE OF COMPLETION was duly and regularly ordered to be recorded in the Office of the Count corderOra�ng/e� Count . Dated at Huntington Beach, California, this March 31, 2004. ��uv . -'° Director of Public Works or City Engineer City of Huntington Beach, California THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION (Additional recording fee applies) 00.059-TITLE PAGE (R7/95) • 0 CITY OF HUNTINGTON BEACH IN"I'ERDEPAKTMENTAI. COMMUNICA'NON TO: Patty 17-'sparza, Deputy City Clerk 4 ROM: Sudi Shoja, Construction Manager DATE: June 7, 2004 SUBJECT: MSC418 / CC1248 The Pavement IZeliabilitation at Traffic Signal Loops project started as MSC418 while it was in the design process. After bidding and assignment to construction the project was changed to Cash Contract (CC)] 248. Our early documents in construction refer to both numbers. For example, the bond approvals from the City Attorney's office and the pre -construction meeting minutes reference both numbers. Transition to use the CC 1248 occurs during the construction phase, and the Notice of Completion is tiled under CC 1248. If you have any further questions.. I may be contacted at 536-55 17. SS:jg cc: Robert Martinez r+ • RECEIVED BY: (Name (Date) CITY CLERK RECEIPT COPY 0 Return DUPLICATE to City Clerk's Office after signing/dating CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION TO: Shari Freidenrich, City Treasurer FROM: —�� v_7y i DATE: s SUBJECT: Bond Acceptance I have received the bonds for Aie,/ - E C9 ' (Company Name) Faithful Performance Bond No. Labor and Material Bond No. Monument Bond No. eMaul�to�- oB -rid No. Re: Tract No. CC No.j (� MSC No. Approved Y -a 41 Agenda Item No. (Council Approval Date) City Clerk Vault No. ,/�q_ . __16� 19a46j #27 gJfollowup/bondletter doc CITY OF HUNTINGTON BEACH 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK CONNIE BROCKWAY January 30, 2004 CITY CLERK Palp, Inc., dba Excel Paving Company Attn: Jason Martin 2230 Lemon Avenue Long Beach, CA 90806 Re: Pavement Rehabilitation at Traffic Signal Loops — MSC-418 The City Council awarded the bid to your company for the above referenced project. _ Enclosed is a copy of the executed contract with the City of Huntington Beach. A Declaration of Satisfaction of Claims and a Certificate of Compliance form must be returned to this office after the project is completed but prior to the release of retention funds. In addition, the following item must also be on file, with this office before the City can release any retention funds: A warranty bond guaranteeing the final amount of work and materials for six months. If your performance bond does not include specific wording for a six-month warranty, then a rider or separate bond must be submitted. Should you have any questions or concerns regarding the enclosures or items that must be on file in this office prior to release of retention funds, please call the Public Works Department at 536-5432. Sincerely, 44bckw�ay, City Clerk CB:pe cc: Robert F. Beardsley, Public Works Director Enclosures: Copy of Agreement Copies of insurance/bonds Declaration of Satisfaction Certificate of Compliance g:followup\cashcont\cashcon-letter.doc 1 Talanhona: 714-536-57771 City of Huntington Beach' Department of Public Works 2000 Main Street/P.O. Box 190 Huntington Beach, CA 92648 Subject: Certification of Compliance with Title Vil of the Civil Rights Act and Equal Employment Opportunity Act of 1972 Gentlemen: The undersigned, contractor on: Project No. Title hereby certifies that all laborers, mechanics, apprentices, trainees, watchmen and guards employed by him or by any subcontractor performing work under the contract on the project have been paid wages at rates not less than those required by the contract provisions, and that the work performed by each such laborer, mechanic, apprentice or trainee conformed to the classifications set forth in the contract or training program provisions applicable to the wage rate paid. (Signature and Title) APPROVED AS TO FORM ;samh 1FER WGRATH, CityAtt�ey sutton City Attoeuy 12-/ f /D g:followup\cashcont\cashcon 1.doc procedure #14 �v state: . (Name of Contractor) 1.. I am the general contractor for the City of Huntington Beach, as to the project more :_fully described in the public works contract entitled: # and dated 2. All workers and persons employed, all firms supplying materials, and all subcontractors for the above -mentioned project have been paid in full. 3. The following are either disputed claims, or items in connection with Notices to Withhold, which have been filed under the provisions of the statutes of the State of California: (if none, state "NONE") s declare under penalty of perjury that the foregoing is true and correct. Executed at on this day of (Location) g:followup\cashcont\cashcon2.doc procedure #15 (Signature of Contractor) 20 A PPRO VED AS TO FORM ai:Autylarah VIFER McGRATH, CityAllorney Suttonj2 City Attorney 11/U4/U3 15:13 FAA 848-553 UIJ7U WUUDITCR CU INS SVC INC 10 UU2/Ulu ACORD-_ CERTIFIC OF LIABILITY INSURA OP ID J DATE pwoorrYm s%CBLPl 11 04 03 rRODUCOR THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION The Wooditch Company Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Services, Inc. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1 Park Plaza, #4 00 S ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Irvine CA 93614 D�1� Phone:949-553-9800 Fax: 949-553-0670�/�SC4//Q ,INSURERS AFFORD(NGCOVERAGE NAIC0 INSURED n INSURERA: Virginia Surety Company, Inc. Palpl Inc., dba:��rQ ExcePaving CODapany �N 2230 Lemon Avenue Long Beach CA 90806 I INsuRERe: INSURER c: INSURER 7. INSURER E C*T6Ird;7•IH *1 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT W ITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PfATA1N. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 13 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR INSR TYPE OF INSURANCE POLICY NUMBER DAfp IMWODIYTI DATE MNWONY) LIMITS GENERAL UABILITY EACH OCCURRENCE a 1, 0 0 0, 0 O 0 A % % COMMERCIAL GENERAL LIABILITY CLAMS MADE OCCUR ICG50112000 -�100 10/01/03 11/01/04 PREMISES Eavavence 3501000 MED DIP (Arty one person) 35,000 PERSONAL & ADV INJURY $1, 0 0 0 , 0 0 0 % DEDUCTIBLE 15,000 EA OCC E GENERAL AGGREGATE + 62,000,000 BI/PD GEN1 AGGREG, LIMIT APPLIE ER PRODUCTS • COMPIOP AGO f 2 , 00 0 , 0 0 0 POLICY [X7 P 71 LOC A X AUTOMOBILE X LIABILITY ANY AUTO ICASOII1900 10/01/03 11/01/04 COMBINED SINGLE LIMIT (Ea Seedenq 61,000,000 BODILY INJURY (Forperaan) 3 ALL OWNED AUTOS SCHEDULEOAUTOS BODILY INJURY (Per accident) 3 $ ]( HIRED AUTOS NON -OWNED AUTOS Y V � TO .FOX PROPERTY DAMAGE . (Per accident) f GARAGE LIABILITY ANY AUTO n AUTO ONLY - EA ACCIDENT s THERTHAN EA ACC TO ONLY; AGO f f EXCESSWMBRFLLA LIABILITY 7 OCCUR 11 CLAIMS MAOE r EA H OCCURRENCE i AG REGATE f s f DEDUCTIBLE i RETENTION f A WORKERS COMPENSATION AND EMPLOYERS' LIABILiTT ANY PROPPJEToRmARTNERV=UTIVE OFFICEWMEMBER EXCLUDED? If yes. deser(be under SPECIAL PROVISIONS bdow 1CW50115300 10/15/03 10/31/04 % TORr IMIT3 E.L. EACH ACCIDENT S1,000,000 E.L. DISEASE - EA EMPLOYEE 31,000,000 E.L. DISEASE- POLICY LIMIT 3 1 , 000 , O 0 0 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VENICLES I EXCLU5IONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS *Except 10 Days Notice Of Cancellation for Non -Payment of Premium. BE: Pavement Rehabilitation at Traffic Signal Loops in Various Locations; MSC-418. It is hereby agreed that City of Huntington 9each, its agents, officers, and employees are named as Additional Insureds as respects General Liability and Automobile ***SEE NOTES*** GLAIPS(D)/hVAIPE/WC/X-WE City of Huntington Beach Risk Management Attn: Christi Mendoza 2000 Main Street Huntington Beach CA 92648 ACORD 25 (2001/08) iiusn o 1 I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EVIRATION DATE TNEREOF, THE ISSUING INSURER WILL i1NG411116FM AWL 3 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BI FP ACORD CORPORATION 1999 11/04/03 15:13 FAX 949 553 0670 w00DITCH CO INS SVC INC 10003/010 • IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED,.subject to. the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. 2512001 11/U4/UJ 13:13 FAA 848353- U67V--- tiU —WYU 4lO1U-- per attached endorsements. THIS CERTIFICATE VOIDS AND SUPERSEDES PREVIOUSLY ISSUED CERTIFICATE DATED 10/29/03. 11/U4/U3 15:13 rAd 949 553 U67U WUUDITCH CO INS SVC INC LgO05/010 COMMERCIAL GENERAL LIABILITY POLICY NUMBER: 1CC50112000 INSURED: Palp, lne. dba: Excel Paving Company THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS (FORM B) The endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE Name of Person or Organization: City of Huntington Beach, its agents, officers, and employees RE: Pavement Rehabilitation at Traffic Signal Loops in Various Locations; MSC-418 I (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this indorsement.) WHO IS AN INSURED (Section 11) is amended to include as an insured the person or organization shown in the Schedule, but only is respect to liability arising out of "your work" for that insured by or for you. i CG 2010 11 85 Copyright, Insurance Services Office, Inc., 1984 11/U47UJ 13:14 PAIL F4F 3-" -067V--YUUU1TUW U 1W5VG 1JW �JUuuf ,uIU • IL 12 01 1185 THE ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. POLICY CHANGES POLICY NO. POLICY CHANGES EFFECTIVE COMPANY 1CG50112000 10/01/03 VIRGINIA SURETY COMPANY, INC. NAMED INSURED AUTHORIZED REPRESENTATIVE Pal , Inc., dba: Excel Paving Company Construction Program Group COVERAGE PARTS AFFECTED COMMERCIAL GENERAL LIABILITY Name of Person or Organization: City of Huntington Beach, its agents, officers, and employees RE: Pavement Rehabilitation at Traffic Signal Loops in Various Locations; MSC-418 CHANGES ADDITIONAL INSURED PRIMARY WORDING The following changes are made to Section IV — Commercial General Liability Conditions: The following is added to Condition 4. Other insurance As subparagraph d. Additional Insured; d. Additional Insured Where you have entered into a written contract or agreement to name a person or organization as an insured under this coverage part and that written contract or agreement requires this insurance to be primary and noncontributory, we will not seek contribution from any other insurance unless the "Amendment of Other Insurance Condition' CG 00 55 03 97 endorsement applies. IL1201 GLCPG32 IL 12 01 11 85 Copyright Insurance Services Office, Inc., 1983 Copyright, ISO Commercial Risk Services, Inc 1983 11/VY/VJ La;L% rN3 V4V 004 UID/V _ WUUU11t.t1 t.0 LlVb Svc, irvt. LFJ VU//ULU NAMED INSURED: Palp, Inc. dba Excel Paving Company POLICY NUMBER: ICG50112000 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: City of Huntington Beach, its agents, officers, and employees RE: Pavement Rehabilitation at Traffic Signal Loops in Various Locations; MSC-418 (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the "products -completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above. CG 24 04 10 93 Copyright, Insurance Services Office, Inc., 1992 11/V4/VJ 13:14 tAA V411 003 U01V wuUVI UIL GU INS SVC INL _ ICJ UUtf/UlU VIRGINIA SURETY COMPANY, INC. ADDITIONAL INSURED WHERE REQUIRED UNDER CONTRACT OR AGREEMENT THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. THIS ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE FOLLOWING: BUSINESS AUTO COVERAGE FORM The following is added to Section II - Liability Coverage, A. - Coverage, 1. Who Is An Insured: d. Any person or organization to whom you become obligated to include as an additional insured under this policy, as a result of any contract or agreement you enter into which requires you to furnish insurance to that person or organization of the type provided by this policy, but only with respect to liability arising out of your operations or premises owned by or rented to you. However, the insurance provided will not exceed the lesser of: The coverage or limits of this policy, or 2. The coverage or limits required by said contract or agreement. Name of Person or Organization: City of Huntington Beach, its agents, officers, and employees RE: Pavement Rehabilitation at Traffic Signal Loops in Various Locations; MSC-418 Named Insured Palp, Inc. dba Excel Paving Company Policy Number 1CA50111900 Endorsement No. Policy Period 10/01/03—11/01/04 Endorsement Effective Date: 10/01/03 CA CPG 4 (8103) 11/04/03 15:14 FAX 949 553 0670 WOODITCH CO INS SVC INC g008/O10 VIRGINIA SURETY COMPANY, INC. COMMERCIAL AUTO POLICY NUMBER: 1 CA50111900 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US Named Insured: Palp, Inc. dba Excel Paving Company Effective.Date: 10/01/03 This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM The following is added to Section Iv — Business Auto Conditions, A. — Loss Conditions, 5. — Transfer of rights of Recovery Against Others to Us* However, we will waive any right of recovery we have against any person or organization with whom you have entered into a contract or agreement because of payments we make under this Coverage Form arising out of an "accident" or "loss" if: (1) The "accident" or "loss" is due to operations undertaken in accordance with a written contract existing between you and such person or organization; and (2) The contract or agreement was entered into prior to any "accident" or "loss" No waiver of the right of recovery will directly or indirectly apply to your employees or employees of the person or organization, and we reserve our rights of lien to be reimbursed for any recovery funds obtained by any injured employee. Schedule Name of Person(s) or Organization(s): City of Huntington Beach, its agents, officers, and employees Job Description: CA CPG 5 Pavement Rehabilitation at Traffic Signal Loops in Various Locations; MSC- 418 11/U4/U3 15:14 FAX 949 553 UB7U WUUVITCH CU INS SVC INC - IQUlu/010 C J 0 WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT - CALIFORNIA This endorsement changes the policy to which it is attached effective on inception date of the policy unless a different date is indicated below. (The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective 10/15/03 12:01 AM, forms a part of Policy No. 1 CW50115300 Issued to: Palp, Inc., dba: Excel Paving Company By: Virginia Surety Company, Inc. Premium: Determined at Audit We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule. SCHEDULE: Person or Organization: City of Huntington Beach. its agents. officers, and employees RE: Pavement Rehabilitation at Traffic Signal Loops in Various Locations; MSC-418 WC 04 03 06 (Ed. 4-84) f RECEIVED BY: (Name) (Date) CITY CLERK RECEIPT COPY Return DUPLICATE to City Clerk's Office after signing/dating I. CITY OF HUNTING TON BEACH • INTERDEPARTMENTAL COMMUNICATION TO: Shari Freidenrich, City Treasurer O-L�L--4< FROM: `—e � DATE: c2l - �0 SUBJECT: Bond Acceptance I have received the bonds for C /AJ C Cam- -/� (Company Name) Faithful Performance Bond No. p � = obi 6 Labor and Material Bond No. Monument Bond No. Bond No. Re: Tract No. CC No. MSC No. Approved — Agenda Item No. (Council Approval Date) �v City Clerk Vault No. #27 glfollowup/bondletterAcc. • r, -I ILJ City of Huntington Beach Pavement Rehabilitation at Traffic Signal Loops In Various Locations (MSC # 418) Bond No. 8193-62-80 Premium: $ 900.00 Performance Bond KNOW ALL MEN BY THESE PRESENTS, That we, PALP Inc. dba Excel Paving Company, as Principal, and Federal Insurance Company as Surety, are held and firmly bound unto the City of Huntington Beach, as Obligee, in the penal sum of One hundred eighty seven thousand six hundred and 00/100 Dollars ($187,600.00), lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THE OBLIGATION IS SUCH, That Whereas, the Principal entered into a certain agreement which is hereto attached and made part of hereof, with the Obligee for labor, material, equipment and services, complete per plans, specifications, addenda thereto for the project known as Pavement Rehabilitation at Traffic Signal Loops in Various Locations (MSC #418) NOW, THEREFORE, if the said Principal shall fully indemnify and save harmless the Obligee from all loss, liability, costs, damages, penalty, attorney's fees or expense which Obligee may incur by reason of failure to well and truly keep and perform each, every and all of the terms and conditions of said agreement on the part of the said Principal to be kept and performed, induding, but not limited to, completion within the time specified of all work covered by said agreement, performance of all obligations, and guarantees. It is a condition hereof that any change, alteration, modification or amendment of any nature whatsoever that may be made in the terms of said agreement, any change in the character or scope of the work to be performed, or the method of performance, under said agreement or modification of said agreement or in the time for completion thereof, any change in the manner, time or amount of payment as provided therein, or any change that may be made. in the performance of the work under said agreement by the Principal, assented to by the Obligee, whether made under express agreement or not, may be made without notice to the Surety and without affecting the obligations of the Surety on this bond and without requiring the consent of the Surety, and no such change or changes shall release the Surety from any of its obligations hereunder, the Surety hereby consenting to and waiving notice of any such change, alteration, modification or amendment. It is a further condition hereof that no other than the named Obligee and the successors, administrators, or assigns of the Obligee shall have the right of action under this bond. IN WITNESS WHEREOF, the said Principal and Surety have hereunto set their hands and seal, this 11a' day of December, 2003. PALP Inc. dba Excel Paving Company U.P. BROWN, PRESIDENT Federal Insurance Company Douglas A. Rapp Attorneyin Fact AP OVED A� TO FORvI: �1 J NIFER McGRATH, City Attorney G� CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of LOS ANGELES ss. On f1 — t t-b 3 before me, CELESTE A. GRAHAM, NOTARY PUBLIC Date Name and Title of Officer (e.g.. -Jane Doe, Notary Public") personally appeared PALP INC. DBA EXCEL PAVING COMPANY BY C.P. BROWN PRESIDENT Name(s) of Signer(s) LX personally known to me ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are CELESTE A. GRAHAM subscribed to the within instrument and C0-MM. #1312118 O acknowledged to me that he/she/the executed o>-tLt 9 Y U ` rvOTAaYPusuC CaL)FORN)A o the same in his/her/their authorized LOSANGELESCOUNTY ca acit )es and that b his/her/their My Cornmission Expires July 30, 2CO5 p Y( )' y signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal.. eel Place Notary Seal Above Signature6f Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Number of Pages: t: Top of thumb here 0 1999 National Notary Association • 3350 De Soto Ave.. P.O. Box 2a02 -Chatsworth. Ca 91313-2102 • wwx.nationalrwtar7.org Prod. No. 5907 Reorder. Call Toll -Free 1-800-876-6827 • 0 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of ss. ORANGE On DEC 11 2003 Date personally appeared before me, CHRISTOPHER J. COATS, NOTARY PUBLIC Name and Trtie of officer (e.g., "Jane Doe, Notary Public-) DOUGLAS A. RAPP Name(s) of Signer(s) iZ personally known to me G proved to me on the basis of satisfactory evidence OFFICIAL SEAL CHRISTOPHER J. CO.ArS ®' = NOTARY PUBLIC - CALIFORNIA co = COMMISSION # 1267699 C to ORANGE COUNTY My Commission Exp. July 15, 2004 to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged 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 the instrument. WITNESS my hand and official seal. Place NotarySeal Above Sigrd f ry Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's. Name: ❑ Individual ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: RIGHT THUMBPRINT OF SIGNER O 1999 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth. CA 91313-24C2 " ~.natianalnotary.org Prod. No. 5907 Reorder. Call Toll -Free 1-800-876-6827 Chubb WER Federal Insurance CorW,, Attn: Surety Department )F Vigilant Insurance Conq.--,( 15 Mountain View Road c to Surety ATTORNEY Pacific Indemnity Company Warren, NJ 07069 Know All by These Presents, That FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York corporation, and PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, do each hereby cons#bAe and appoint Douglas A. Rapp or Linda D. Coats of Laguna Hills, California --------------- ---------------------------- each as their true and lawful Attorney -in -Fact. to execute under such designation in their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise,. bonds and undertakings and other writings obligatory in the nature thereof (other than bail bonds) given or executed in the course of business, and any instruments amending or altering the same, and consents to the modification or alteration of any instrument referred to in said bonds or obligations. In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their corporate seals on this 14th day Of May, 2003 Kenneth C. Wendel, Assistant Secre STATE OF NEW JERSEY County of Somerset ss. T. W. Cavanaugh, Vice President On this 14th day of May, 2003 , before me, a Notary Public of New Jersey, personally came Kenneth C. Wendel, to me known to be Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY, the companies which executed the foregoing Power of Attorney, and the said Kenneth C. Wendel, being by me duty sworn, did depose and say that he Is Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY OOMPANY and knows the corporate seats thereof, that the seats affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of the By -Laws of said Companies; and that he signed said Power of Attorney as Assistant Secretary of said Companies by like authority; and that he is acquainted with T. W. Cavanaugh, and knows him to be Vice President of said Companies; and that the signature of T. W. Cavanaugh, subscribed to said Power of Attorney is in the genuine handwriting of T. W. Cavanaugh, and was thereto subscribed by authority of said By -Laws and in deponents presence. NotallotedRICF Karen A. Price Notary Public State of New Jersey Q Je No. 2231647 E W Commission F piro i A0404 Notary Public Extract from the By -Laws of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY: "AIL powers of attorney for and on behalf of the Company may and shalt be executed in the name and on behalf of the Company, either by the 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, 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 signature and facsimile seal shelf be valid and binding upon the Company with respect to any bond or undertaking to which it is attached." 1, Kenneth C. Wendel, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY (the "Companies") do hereby certify that (I) the foregoing extract of the By -Laws of the Companies is true and correct (i7 the Companies are duly licensed and authorized to transact surety business in all 50 of the United .States of America and the District of Columbia and are authorized by the U.S. Treasury Department; further, Federal and Vigilark are licensed in Puerto Rao and the U.S. Virgin Islands, and Federal is licensed in American Samoa, Guam, and each of the Provinces of Canada except Prince Edward Island; and (III) the foregoing Power of Attorney is true, correct and in full force and effect Given under my hand and seals of said Companies at Warren, NJ this �� �►OIAN* !r �htnr AM �trwY0i' 11 th day of December, 2003 Kenneth C. Wende , Assistant Secretary 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 CONTACT US AT ADDRESS LISTED ABOVE, OR BY Telephone (908) 903-3497 Fax (908) 903-3656 e-mail: surety@chubb.com Form 15-10-02258 (Ed. 10-02) CONSENT City of Huntington Beach Pavement Rehabilitation at Traffic Signal Loops In Various Locations (MSC # 418) Bond No. 8193-62-80 Premium Included Payment Bond KNOW ALL MEN BY THESE PRESENTS, That we, PALP Inc. dba Excel Paving Company, as Principal,. and Federal Insurance Company as Surety, are held and firmly bound unto the City of Huntington Beach, as Obligee, in the penal sum of One hundred eighty seven thousand six hundred and 00/100 Dollars ($187,600.00), lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THE OBLIGATION IS SUCH, That Whereas, the Principal entered into a certain agreement which is hereto attached and made part of hereof, with the Obligee for labor, material, equipment and services, complete per plans, specifications, addenda thereto for the project known as Pavement Rehabilitation at Traffic Signal Loops in Various Locations (MSC #418) NOW, THEREFORE, if the Principal shall pay promptly and in full the claims of all persons, firms or corporations, performing labor or furnishing equipment, materials, or supplies incurred in connection with the contract to be performed under said agreement, and shall indemnify and save harmless the Obligee from all loss, liability, costs, damages, penalty, attorney's fees or expenses for all taxes, insurance premiums, and any and all applicable contributions, allowances or other payments or deductions, however termed, required by statute or union labor agreement, including voluntary payment thereof by the Obligee necessary to insure orderly prosecution of work or other items or services used in, upon or for or incurred in connection with the contract to be performed under said agreement, then this obligation shall be of no effect, but otherwise it shall remain in full force and effect. It is a condition hereof that any change, alteration, modification or amendment of any nature whatsoever that may be made in the terms of said agreement, any change in the character or scope of the work to be performed; or the method of performance, under said agreement or modification of said agreement or in the time for completion thereof, any change in the manner, time or amount of payment as provided therein, or any change that may be made in the performance of the work under said agreement by the Principal, assented to by the Obligee, whether made under express agreement or not, may be made without notice to the Surety and without affecting the obligations of the Surety on this bond and without requiring the consent of the Surety, and no such change or changes shall release the Surety from any of its obligations hereunder, the Surety hereby consenting to and waiving notice of any such change, alteration, modification or amendment. Subject to the priority of the named Obligee with respect to recovery up to the penal sum of this bond, persons who have supplied or furnished labor, material, machinery, equipment or supplies to the Principal for the use in the prosecution of the work provided for in said contract shall have direct right of action against said Principal and Surety under this bond. IN WITNESS WHEREOF, the said Principal and Surety have hereunto set their hands and seal, this 11"' day of December, 2003. PALP Inc. dba Excel Paving Company 7. P. BROWN, PRESIDENT Federal Insurance Company Douglas A. Rapp Attorney in Fact APPROVED AS TO FORM: � JGRAT—H-,zlylM J NIFER City Attorney • 0 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of. LOS-ANGELES ss. On 12-11—e 3 before me, CELESTE A. GRAHAM, NOTARY PUBLIC Date Name and Title of Officer (e.g., "Jane Doe, Ncary Public") personally appeared PALP INC. DBA EXCEL PAVING COMPANY BY C.P. BROWN PRESIDENT Name(s) of Signer(s) -X personally known to me ❑ proved to me on the basis of satisfactory evidence CELESTE A. Gi1AHAM o COMM. #`1312118 0 _:. 0 NOTARYFU3 C-CP_:ORNIA a O LOS P1`GELES CXNW My Commission Expires July 30, 2Co5 Place Notary Seal Above to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged 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 the instrument. WIT N SS my hand and offi ia�sal. J� Signature of Notary Public OPTIONAL Though the information below is rot required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited i 1 General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Number of Pages: 0 1999 National Notary Association - 9350 De Solo t e.. P.O. 60.. 24402 - Chasxonh, CA 91313.2402 - wvnv.nationalnotary.org Prod. No. 5907 Reorder: Call Toll -Free 1-800-876-6827 E CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County of. ORANGE On DEC 11 2003 , before me, CHRISTOPHER J. COATS, NOTARY PUBLIC , Date Name and Title of Officer (e.g., "Jane Doe, Notary Publicl personally appeared DOUGLAS A. RAPP Name(s) of Signer(s) LY personally known to me ❑ proved to me on the basis of satisfactory evidence OFFICIAL SEAL CHRISTOPHER J. COATS NOTARY PUBLIC -CALIFORNIA N ® COMMISSION # 1267699 C (n ORANGE COUNTY tity Commission Exp. J,;!Y 15, 2004 to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged 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 the instrument. WITNESS my hand and official seal. Place Notary Seal Above of REtary 1ru 6 is OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed. by Signer Signer's Name: ❑ Individual ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Number of Pages: RIGHT THUMBPRINT OF SIGNER 0 1999 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313.2402 • w AaGonalnotary.org Prod. No. 5907 Reorder. Cal Toll -Free 1.800-876-6827 Chubb ER Federal Insurance Comp Ann: Surety Department )F Vigilant Insurance Comps. , 15 Mountain View Road hues Surety ATTORNEY Pacific Indemnity Company Warren, NJ 07059 Know All by These Presents, That FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York corporation, and PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, do each hereby constitute and appoint Douglas A. Rapp or Linda D. Coats of Laguna Hills, California ------------------------------------------------ each as their true and lawful Attorney -in -Fact to execute under such designation in their names and to affix their corporate seals to and deliver for. and on their behalf as surety thereon or otherwise, bonds and undertakings and other writings obligatory in the nature thereof (other. than bail bonds) given or executed in the course of business, and any instruments amendingor altering the same, and consents to the modification or alteration of any instrument referred to in said bonds or obligations. In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their corporate seals on this 14 th day of May, 2003 "Kenneth C. Wendel, Assistant Secretary' STATE OF NEW JERSEY County of Somerset ss. T. W. Mvanaugh, Vice President On this 14th day of May, 2003 , before me, a Notary Public of New Jersey, personally came Kenneth C. Wendel, to me known to be Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY, the companies which executed the foregoing Power of Attorney, and the said Kenneth C. Wendel, being by me duly swom, did depose and say that he is Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof, that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of the By -Laws of said Companies; and that he signed said Power of Attorney as Assistant Secretary of said Companies by like authority; and that he is acquainted with T. W. Cavanaugh, and knows him to be Vice President of said Companies; and that the signature of T. W. Cavanaugh, subscribed to said Power of Attorney is in the genuine handwriting of T. W. Cavanaugh, and was thereto subscribed by authority of said By -Laws and in deponents presence. p Notari RICE Karen A. Price ,I a OAP•%jW Notary Public State of New Jersey Q� No, 2231647 E W Commission Fx��,oc (�p,-1 nn04 Notary Public Extract from the By -Laws of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY: "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 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, 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 signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached." I, Kenneth C. Wendel, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY (the "Companies) do hereby certify that (i) the foregoing extract of the By -Laws of the Companies is true and correct (ii) the Companies are duly licensed and authorized to transact surety business in all 50 of the United States of America and the District of Columbia and are authorized by the U.S. Treasury Department; further, Federal and Vigilant are licensed in Puerto Rico and the U.S. Virgin Islands, and Federal is licensed in American Samoa, Guam, and each of the Provinces of Canada except Prince Edward Island; and (iii) the foregoing Power of Attorney is true, correct and in full force and effect Given under my hand and seals of said Companies at Warren, NJ this 11 th day of December, 2003 o0 ��,��_4� tljcos �►OIAW' W YO Kenneth C. Wende , Assistant Secretary 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 CONTACT US AT ADDRESS LISTED ABOVE, OR BY Telephone (908) 903-3497 Fax (908) 903-3656 e-mail: surety@chubb.com Form 15-10-0225B (Ed. 10.02) CONSENT 0 This Notice pertains to the following Surety Bond issued by a member insurer of the Chubb Group of Insurance Companies, including Federal Insurance Company, Vigilant Insurance Company and Pacific Indemnity Company. Bond Number. 8193-62-80 POLICYHOLDER DISCLOSURE NOTICE TERRORISM RISK INSURANCE ACT OF 2002 You are hereby notified that pursuant to the Terrorism Risk Insurance Act of 2002 (the "Act") effective November 26, 2002, we are making available to you coverage for losses arising out of certain acts of international terrorism. Terrorism is defined as any act certified by the Secretary of the Treasury, in concurrence with the Secretary of State and the Attorney General of the United States, to be an act of terrorism; to be a violent act or an act that is dangerous to human life, property or infrastructure; to have resulted in damage within the United States, or outside the United States in the case of an air carrier or vessel or the premises of a United States Mission; and to have been committed by an individual or individuals acting on behalf of any foreign person or foreign interest, as part of an effort to coerce the civilian population of the United States or to influence the policy or affect the conduct of the United States Government by coercion. Coverage for acts of terrorism is already included in the captioned Surety Bond. You should know that, effective November 26, 2002, any losses caused by acts of terrorism covered by your Surety Bond will be partially reimbursed by the United States under the formula set forth in the Act. Under this formula, the United States of America pays 90% of covered terrorism losses that exceed the statutorily established deductible to be paid by the insurance company providing the coverage. The portion of your premium that is attributable to coverage for such acts of terrorism is zero, because we could not distinguish (and separately charge for) acts of terrorism from other causes of loss when we calculated your premium. If you have any questions about this notice, please contact your agent or broker. KI ="LJBB CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County. of LOS ANGELES ss. t On before me, CELESTE A. GRAHAM, NOTARY PUBLIC i Dale Name and Title of Officer (e.g.. 'Jane Doe, Notary Public") personally appeared PALP INC. DBA EXCEL PAVING COMPANY BY C.P. BROWN PRESIDENT Name(s) of Signer(s) LXpersonally known to me ❑ 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 A. GRAHAM acknowledged to me that he/she/they executed OCELESTE CONIN-1. #1312118 Oo the same in his/her/their authorized NOTARYFUSI!GCAtiFOh li,� o capacity(ies), and that by his/her/their L�ls =` G___LES COUNTY -' signature(s) on the instrument the person(s), or My Cornm'ssion Expires July 30, 2C05 the entity upon behalf of which the person(s) acted, executed the instrument. WITN SS my hand and official seal. Place Notary Seal Above Sigratu a of Nctary Pu rl —� OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: X� Signer(s) Other Than Named Above: _ "1 Capacity(ies) Claimed. by Signer Signer's Name ❑ Individual y ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator El Other: Signer Is Representing: Top of thumb here 0 1999 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 - Chalsvorh, CA 91313-2402 • vvvvv.natioralnolary.org Prod_ No. 5X7 Reorder: Call Toll -Free 1-600-876-6827 0 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT �? State of California ss. . County of ' LOS ANGELES L On '51 beforeme, Celeste A. Graham Notary Public Date Name and Title of Officer (e.g.. *Jane Doe. Notary Public) personally appeared Carolyn J. Brown, Secretary Palp Inc. DBA Excel Paving Names) of Signerls) Company )U personally known to me ❑ proved to me on the basis of satisfactory evidence CELESTE A. GRAHAM � r �0�.1�1312 �1. # 118 O pis V$ AN [$ CLl;N Y `,ty Commisscn Excires July 3Q, 2C05 to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged 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 the instrument. WIT�tIES my hand and off ial seal. `� ig ature of No ry i - OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: r Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual Top of thumb here �5 ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited General ❑ Attomey-in-Fact ❑ Trustee ❑ Guardian or Corservator ❑ Other: `tS Signer Is Representing: 0 1999 National Notary Assocacon - 9350 :e Soto Ave- P.O. Box 2' <- Chatsworth. CA 91313-2402 - www.nationalnotary.o.g Prod. No. 5907 Reorder. Call Toll -Free 1-800-876-6827 Company Profile • Page 1 of 2 AM D mentrnof Company Profile Insurance FEDERAL INSURANCECOMPANY P.O. BOX 1615 WARREN, NJ 07061-1615 800-252-4670 Agent for Service of Process SCOTT CARROLL, 801 SOUTH FIGUEROA STREET SUITE 2400 LOS ANGELES, CA 90017 Unable to Locate the Agent for Service of Process? Reference Information NAIC #: 20281 NAIC Group #: 0038 California Company ID #:. 0059-6 Date authorized in California: December 18, 1902 License Status: UNLIMITED -NORMAL Company Type: Property & Casualty State of Domicile: INDIANA Lines of Insurance Authorized to Transact The company is authorized to transact business within these lines of insurance. For an explanation of any of these terms, please refer to the glossary. AIRCRAFT AUTOMOBILE BOILER AND MACHINERY BURGLARY COMMON CARRIER LIABILITY CREDIT DISABILITY FIRE LIABILITY MARINE MISCELLANEOUS http://cdinswww.insurance.ca.gov/pls/wu_co_prof/idb_co_prof utl.get_co_prof?p EID=2... 1/28r2004 Company Complaint Information 10!0 Company Enforcement Action Documents Company Performance & Comparison Data Composite Complaint Studies Want More? Help Me Find a Company Representative in My Area Financial Rating Organizations Last Revised - January 06, 2004 05:33 PM Copyright © California Department of Insurance Disclaimer http://cdinswww.insurance.ca.gov/pls/wu_co_prof/idb_co_prof ut1.get_co_proPp_EID=2... 1/28/2004 CITY OF 10,TINGTON BEACH REQUEST FOR LEGAL SERVICES Jennifer McGrath, City Attorney f RLS No. Assn To Date Date: Request made by: Telephone: Department: 1/28/04 David Verone 8471 PUBLIC WORKS INSTRUCTIONS: File request in the City Attorney's Office. Outline reasons for this request and state facts necessary for City Attorney to respond. Please attach all pertinent information and exhibits. TYPE OF LEGAL SERVICES REQUESTED: ❑ Ordinance/Resolution ❑ Opinion ❑ Contract/Agreement (Allow 5-20 working days)* (Allow 20 working days)* (Allow 15-20 working days)* ❑ General Legal ® Document Review Assistance (Ongoing) (Allow 2-10 working days)* * All deadlines are based on the date the City Attorney's Office receives the RLS. This requ a revie ed and approved. nature of D p ent Head COMMENTS Please identify all attachments to this RLS. Please review and approve "As to Form" the following contract documents furnished by Palp Inc dba Excel Paving Company contractor for Pavement Rehabilitation at Traffic Signal Loops in Various Locations in the City of Huntington Beach. Contract and insurance was approved as to form via previous RLS. Project MCS-418 / CC 1248 1. Payment Bond # 8193-62-80 2. Performance Bond # 8193-62-80 Shaded areas for City Attorney's Office use only. This request for Legal Services has been assigned to Attorney extension . His/her secretary is , extension Notes: I Date Completed: RLS BONDS & INS.doc 2/2/2004 1:37 PM 10i CITY OF HUNTINGTON �EA V'�cP� a' MEETING DATE: January 20, 2004 DEPART UMER: PW 04-009 Council/Agency Meeting Held: _a100q Deferred/Continued to: �pproved ❑ Conditionally Approved ❑ Denied City r ignat r Council Meeting Date: January 20, 2004 Department ID Number: PW 04-009 x CITY OF HUNTINGTON BEACH d REQUEST FOR COUNCIL ACTION SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL MEMBERS UBMITTED BY: RAY SILVER, City Administrator 0749op - PREPARED BY:----ROBERT F. BEARDSLEY, Director of Public Works SUBJECT: Award Pavement Rehabilitation at Traffic Signal Loops at.Various Locations .(\ 5 C 4 \% Statement of Issue, Funding Source, Recommended Action, Alternative Action(s), Analysis, Environmental Status, Attachment(s) Statement of Issue: On January 9, 2003, bids were received for Pavement Rehabilitation at Traffic Signal Loops at Various Locations. Staff recommends award to Palp Inc., dba Excel Paving Company, as the lowest responsive and responsible bidder. Funding Source: Measure M funds in the amount of $200,000 were budgeted in Gas Tax Fund, Intersection Pavement Replacement 20790013.82700 in Fiscal Year 2002/03. Recommended Action: 1. Accept the lowest responsive and responsible bid submitted by Palp Inc., in the amount of $187,600.00 for Pavement Rehabilitation at Traffic Signal Loops at Various Locations; MSC-418; and 2. Approve and authorize the Mayor and City Clerk to execute the agreement between the City of Huntington Beach and Palp, Inc, DBA Excel Paving Company for Pavement Rehabilitation at Traffic Signal Loops in Various Locations in the City. Alternative Action(s): Reject all bids and direct staff to readvertise or abandon the project. Analysis: The pavement at traffic signal loops (vehicle detection sensors) throughout the City of Huntington Beach is subject to deterioration due to vehicular traffic, especially truck traffic. The breakdown of the pavement contributes to the eventual malfunction of the signal loops. In order to preserve the integrity of the signal loops, Public Works proposes to G:\R C A\2004\04-009 Jan 20 Kato (Award Pavement Rehabilitation at Traffic Signal Loops).doc 1/5/2004 12:02 PM REQUEST FOR COUNCIL ACAN MEETING DATE: January 20, 2004 DEPARTMENT ID NUMBER: PW 04-009 rehabilitate the pavement at approximately 45 locations. The work should extend the life of the pavement, as well as the life of the signal loops, up to ten years. Due to the high cost of replacement of damaged signal loops, this preventative maintenance would minimize the cost of signal loop failure due to pavement deterioration. Although bids were received last year, the contractor has agreed to provide the services at the proposed rate. The project was delayed due to staffing constraints and scheduling difficulties. Public Works Commission: Review of maintenance projects is not required. Environmental Status: This project is categorically exempt pursuant to the California Environmental Quality Act, Section 1503 (c). Attachment(s): RCA Author: Kato:jg G:\R C A\2004\04-009 Jan 20 Kato (Award Pavement Rehabilitation at Traffic Signal Loops).doc 1/6/2004 3:40 PM a ATTACHMENT #1 AGREEMENT BETWEEN THE CITY OF HUNTINGTON BEACH AND PALP, INC., DBA EXCEL PAVING COMPANY FOR PAVEMENT REHABILITATION AT TRAFFIC SIGNAL LOOPS IN VARIOUS LOCATIONS IN THE CITY- (M$4-418) THIS AGREEMENT ("Agreement") made and entered into this �D TN day of 200�, by and between the City of Huntington Beach, a municipal corporation of the State of California, hereinafter referred to as "CITY," and PALP, INC., dba EXCEL PAVING COMPANY, a California corporation, hereinafter referred to as "CONTRACTOR." WHEREAS, CITY has solicited bids for the services of a contractor for pavement rehabilitation at traffic signal loops in various locations in the City of Huntington Beach hereinafter referred to as 'PROJECT;" and CONTRACTOR has been selected to perform said services, NOW, THEREFORE, in consideration of the promises and agreements hereinafter made and exchanged, the parties covenant and agree as follows: I. SCOPE OF WORK CONTRACTOR shall provide all services as described in the Request for Proposal, undated, and CONTRACTOR's proposal dated January 9, 2003 (hereinafter collectively referred to as Exhibit "A"), which.is attached hereto and incorporated. into this Agreement by this reference. Said services shall sometimes hereinafter be referred to as "PROJECT," and generally consist of excavation, removing asphalt concrete and replacing asphalt concrete, eight inches in depth or one-half inch overlay as directed by the Department of Public Works. 03agrree/street paving maint/9/I5/03 I CONTRACTOR hereby designates Jason Martin, who shall represent it and be its sole contact and agent in all consultations with CITY during the performance of this Agreement. 2. CITY STAFF ASSISTANCE CITY shall assign a staff coordinator to work directly with CONTRACTOR in the performance of this Agreement 3. TERM The term of this Agreement shall be sixty (60) consecutive working days from the commencement of this Agreement, unless CITY exercises its option to renew as set forth herein. 4. COMPENSATION In consideration of the performance of the service described herein, CITY agrees to pay CONTRACTOR a fee not to exceed One Hundred Eighty Seven Thousand Six Hundred Dollars ($187,600) as set forth in the Contract Documents, to be paid as provided in this Agreement. 5. EXTRA WORK In the Event CITY requires additional services not included in Exhibit "A", or changes in the scope of services described in Exhibit "A", CONTRACTOR will undertake such work after receiving written authorization from CITY. Additional compensation for such extra work shall be allowed only if the prior written approval of CITY is obtained. 03agree/street paving maint/9/15/03 2 6. METHOD OF PAYMENT A. Each month CONTRACTOR shall submit an invoice for the work performed during the month previous. Payments shall be full compensation for all labor, materials, equipment, and no additional compensation shall ,be made, except for specific on -call special services. B. In addition to the invoice, CONTRACTOR shall submit to the CITY a monthly report on the working force furnished each day, including: 1) Name of employee; 2) Hours worked; 3) Wages; 4) Fringe benefits. Reports or confirmation that the guaranteed working force was not supplied each day scheduled will result in a reduction of the monthly payments by the wages and fringe benefits of employees short plus overhead and profit percentage. 7. INDEPENDENT CONTRACTOR It is understood and agreed that CONTRACTOR is, and shall be, acting at all times hereunder as an independent contractor and not an employee of CITY. CONTRACTOR shall secure at its own cost and expense, and be responsible for any and all payment of all taxes, social security, state disability insurance compensation, unemployment compensation and other payroll deductions for CONTRACTOR and its officers, agents and employees and all business licenses, if any, in connection with the PROJECT and/or the services performed hereunder. ' 03agree/street paving maint/9/15/03 3 8. ASSIGNMENT AND SUBCONTRACTING This Agreement is a personal service contract and the supervisory work hereunder shall not be delegated by CONTRACTOR to any other person or entity without the consent of CITY. 9. WITHHELD CONTRACT FUNDS, SUBSTITUTION OF SECURITIES At the request and at the sole cost and expense of CONTRACTOR, who shall retain beneficial ownership and receive interest, if any thereon, CITY shall permit the substitution and deposit therewith of securities equivalent to the amount of any monies withheld by CITY to ensure performance under the terms of this Agreement. 10. BONDS Only bonds issued by California admitted sureties will be accepted. CONTRACTOR shall, prior to its performance of this Agreement, furnish the following two (2) bonds approved by the City Attorney: One in the amount of one hundred percent (100%) of the contract price to guarantee the CONTRACTOR's faithful performance of the work, and one in the amount of one hundred percent of the contract price to guarantee payment of all claims for labor and materials furnished. In addition, CONTRACTOR shall submit to CITY a bond in the amount of one hundred percent (100%) of the final contract price, including all change orders, to warrant such performance for a period of one (1) year after CITY's acceptance thereof within ten (10) days of filing of the Notice of Completion. 03agree/street paving maint/9/15/03 4 • L-1 11. INDEMNIFICATION, DEFENSE, HOLD HARMLESS CONTRACTOR hereby agrees to protect, defend, indemnify and hold harmless CITY, its officers, elected or appointed officials, employees, agents, and volunteers from and against any and -all, claims, damages, losses, expenses, judgments, demands defense costs, and consequential damage or liability of any kind or nature, however caused, including those resulting from death or injury to CONTRACTOR's employees and damage to CONTRACTOR's property, arising directly or indirectly out of the obligations or operations herein undertaken by CONTRACTOR, caused in whole or in part by any negligent act or omission of the CONTRACTOR, any subcontractors, anyone directly. or indirectly employed by.any of them or anyone for whose acts any of them may be liable, including but not limited to concurrent active or passive negligence, except where caused by the active negligence, sole negligence, or willful misconduct of the CITY. CONTRACTOR will conduct : all defense at its sole cost and expense and CITY shall approve selection of CONTRACTOR's counsel. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by CONTRACTOR. 12. WORKERS' COMPENSATION AND EMPLOYER'S LIABILITY INSURANCE Pursuant to California Labor Code Section 1861, CONTRACTOR acknowledges awareness of Section 3700 et seq. of this Code, which requires every employer to be insured against liability for workers' compensation; CONTRACTOR 03agree/street paving maint/9/15/03 5 covenants that it will comply with such provisions prior to commencing performance of the work hereunder. CONTRACTOR shall obtain and furnish to City workers' compensation and employer's liability insurance in an amount of not less than the State statutory limits. CONTRACTOR shall require all subcontractors to provide such workers' compensation and employer's liability insurance for all of the subcontractors' employees. CONTRACTOR shall furnish to CITY a certificate of waiver of subrogation under the terms of the workers' compensation and employer's liability insurance and CONTRACTOR shall similarly require all subcontractors to waive subrogation.- 13. INSURANCE In addition to the workers' compensation and employer's liability insurance and CONTRACTOR's covenant to defend, hold harmless and indemnify CITY, CONTRACTOR shall obtain and furnish to CITY, a policy of general public liability insurance, including motor vehicle coverage covering the PROJECT. This policy shall indemnify CONTRACTOR, its officers, employees and agents while acting within the scope of their duties, against any and all claims arising out or in connection with the PROJECT, and shall provide coverage in not less than the following amount: combined single limit bodily injury and property damage, including products/completed operations liability and blanket contractual liability, of One Million Dollars ($1,000,000) per occurrence. If coverage is provided under a form which includes a designated general aggregate limit, the aggregate limit must be no less than One Million Dollars ($1,000,000) for this PROJECT. This policy shall name CITY, its officers, elected or appointed officials, employees, agents, and volunteers as Additional Insureds, and shall specifically 03agree/street paving maint/9/15/03 6 0 provide that any other insurance coverage which may be applicable to the PROJECT shall be deemed excess coverage and that CONTRACTOR's insurance shall be primary. Under no circumstances shall said above -mentioned insurance contain a self -insured retention, or a `deductible" .or any other similar form of -limitation -on the required coverage. 14. CERTIFICATES OF INSURANCE; ADDITIONAL INSURED ENDORSEMENTS Prior to commencing performance of the work hereunder, CONTRACTOR shall furnish to CITY certificates of insurance subject to approval of the City Attorney evidencing the foregoing insurance coverages as required by this Agreement; the certificates shall: 1. provide the name and policy number of each carrier and policy; 2. state that the policy is currently in force; and 3. promise to provide that such policies will not be canceled or modified without thirty (30) days' prior written notice of CITY. CONTRACTOR shall maintain the foregoing insurance coverages in force until the work under this Agreement is fully completed and accepted by CITY. The requirement for carrying the foregoing insurance coverages shall not derogate from the CONTRACTOR's defense, hold harmless and indemnification obligations as set forth under this Agreement. CITY or its representative shall at all times have the right to demand the original or a copy of all the policies of insurance. CONTRACTOR shall pay, in a prompt and timely manner, the premiums on all insurance hereinabove required. 03agree/street paving maint/9/15/03 7 0 • CONTRACTOR shall provide a separate copy of the additional insured endorsement to each of CONTRACTOR's insurance policies, naming CITY, its officers, elected and appointed officials, employees, agents and volunteers as Additional Insureds, to the City Attorney for approval prior to any payment hereunder. 15. DEFAULT AND TERMINATION If CONTRACTOR fails or refuses to prosecute the work hereunder with diligence, or fails to complete the work within the time specified, or is adjudged bankrupt or makes an assignment for the benefit of creditors or becomes insolvent, or violates any provision of this Agreement or the Contract Documents, CITY may give CONTRACTOR notice in writing of its intention to terminate this Agreement. Unless the violation is cured within ten (10) days after such Notice of Intention has been served on CONTRACTOR, CITY may, without prejudice to any -other remedy it may have, terminate this Agreement upon the expiration of that. time. Upon such default by CONTRACTOR, CITY may elect not to terminate this -. Agreement; -in- such. event CITY may make good the deficiency in which the default consists and deduct the resulting costs from the progress payments then or to become due to CONTRACTOR. If it is subsequently determined by a court of competent jurisdiction that CITY's termination of this Agreement under this Section was wrongful, such termination shall be converted to a termination for convenience under Section 23 and any damages shall be assessed as set forth in Section 23. 16. TERMINATION FOR CONVENIENCE CITY may terminate this Agreement for convenience at any time with or without cause, upon seven (7) calendar days written notice to CONTRACTOR. In the 03agree/street paving maint/9/15/03 8 event of termination, under this Section CITY shall pay CONTRACTOR for value of work done through the termination period. Such payment by CITY shall be CONTRACTOR's sole and exclusive remedy for termination by CITY for its convenience and CITY shall have.no further obligation to CONTRACTOR. 17. NONASSIGNABILITY CONTRACTOR shall not sell, assign, transfer, convey or encumber this Agreement, or any part hereof, or any right or duty created herein, without the prior written consent of CITY and the surety. 18. CITY EMPLOYEES AND OFFICIALS CONTRACTOR shall employ no CITY official nor any regular CITY employee. in the work performed pursuant to this Agreement. No officer or employee of CITY shall have any financial interest in this . Agreement in violation of the California Government Code. 19. NOTICES Any notices, certificates, or other communications hereunder shall be given either by personal delivery to CONTRACTOR's agent (as designated in Section 1 hereinabove) or to CITY as the situation shall warrant, or by enclosing the same in a sealed envelope, postage prepaid, and depositing the same in the United States Postal Service, to the addresses specified below; provided that CITY and CONTRACTOR may designate different addresses to which subsequent notices, certificates or other communications will be sent by notifying the other party via personal delivery, reputable overnight carrier or U. S. certified mail -return receipt requested: 03agree/street paving maint/9/15/03 9 is TO CITY: City of Huntington Beach ATTN: Director of Public Works 2000 Main Street Huntington Beach, CA 92648 20. SECTION HEADINGS TO CONTRACTOR: Palp, Inc., dba Excel Paving Company ATTN: Jason Martin 2230 Lemon Avenue Long Beach, CA 90806 The titles, captions, section, paragraph and subject headings, and descriptive phrases at the beginning of the various sections in this Agreement are merely descriptive and are included solely for convenience of reference only and are not representative of maters included or excluded from such provisions, and do not interpret, define, limit or describe, or construe the intent of the parties or affect the construction or interpretation of any provision of this Agreement. 21. IMMIGRATION CONTRACTOR shall be responsible for full compliance with the immigration and naturalization laws of the .United States and shall, in. particular,. comply with the provisions of United States Code Section 1324a regarding employment verification. 22. ATTORNEY'S FEES In the event suit is brought by either party to construe, interpret and/or enforce the terms and/or provisions of this Agreement or to secure the performance hereof, each party shall bear its own attorney's fees, such that the prevailing party shall not be entitled to recover its attorney's fees from the non -prevailing party. 03agree/street paving maint/9/15/03 10 • 0 23. INTERPRETATION OF THIS AGREEMENT The language of all parts of this Agreement shall in all cases be construed as a whole, according to its fair meaning, and not strictly for or against any of the parties. If , any provision of this Agreement is held by an arbitrator or court of competent jurisdiction to be unenforceable, void, illegal or invalid, such holding shall not invalidate or affect the remaining covenants and provisions of this Agreement. No covenant or provision shall be deemed dependent upon any other unless so expressly provided here. As used in this Agreement, the masculine or neuter gender and singular or plural number shall be deemed to include the other whenever the context so indicates or requires. Nothing contained herein shall be construed so as to require the commission of any act contrary to law, and wherever there is any conflict between any provision contained herein and any present or future statute, law, ordinance or regulation contrary, to which the parties have no right to contract, then the latter shall prevail, and the provision of this Agreement which is hereby affected shall be curtailed and limited only to the extent necessary to bring it within the requirements of the law. 24. GOVERNING LAW This Agreement shall be governed and construed in accordance with the laws of the State of California. 25. CONSENT Where CITY's consent/approval is required under this Agreement, its consent/approval for one transaction or event shall not be deemed to be consent/approval to any subsequent occurrence of the same or any other transaction or event. 03agree/street paving maint/9/15/03 1 I 26. SURVIVAL Terms and conditions of this Agreement, which by their sense and context survive .the expiration or termination of this Agreement shall so survive. 27. MODIFICATION No waiver or modification -of any language in this Agreement shall be -valid unless in writing and duly executed by both parties. 28. ENTIRETY The parties acknowledge and agree that they are entering into this Agreement freely and voluntarily following extensive arm's length negotiation, and that each has had the opportunity to consult with legal counsel prior to executing this Agreement. The parties also acknowledge and agree that no representations, inducements, promises, agreements or warranties; oral or otherwise, have been made by that party or anyone acting on that party's behalf, which are not embodied in this Agreement, and that that party has not executed -this Agreement in reliance on any representation, inducement, promise, agreement, warranty, fact or circumstance not expressly set forth in this Agreement. This Agreement, and the attached Exhibit "A", contain the entire agreement between the parties respecting the subject matter of this Agreement, and supersede all prior understandings and agreements whether oral or in writing between the parties respecting the subject matter hereof. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their authorized offices the day, month and year first above written. 03agree/street paving maint/9/15/03 12 U • PALP, INC., dba EXCEL PAVING COMPANY, INC. By: C k ': ktv'--� Curtis P. Brown, President By: Car yn rown, Secretary REVIEWED AND APPROVED: CITY OF HUNTINGTON BEACH, a municipal corporation of the State of California Mayor ATTEST: �94 1' 2"5'City Clerk APPROVED AS TO FORM: Administrator t �63 C ty Attorney Q' INIT E APPROV Director of Public Works 03agree/street paving maint/9/15/03 13 0 • • EXHIBIT A U c�Pr of equ 6hzv RP -AO jLA /0 2.. SPECIFICATIONS AND SPECIAL PROVISIONS FOR PAVEMENT REHABILITATION AT TRAFFIC SIGNAL LOOPS IN VARIOUS LOCATIONS MSC-418 The City of Huntington Beach Department of Public Works DECEMBER 2002 Robert F. Beardsley Director of Public Works FILENAME: GATRANSPORTATION 01VISION\KATO\MSC 4181FINAL SPEC PT 1 TABLE OF CONTENTS PAGE Notice inviting Sealed Bids 4 Proposal 5 Sample Contract Standard Specifications 1 - 13 PART 1 General Provisions 1 1.2.1 Definitions 1 2-1.1 Award of Contract 2 2-1.2 Execution of Contract. 2 2-1.3 Failure to Execute Contract 2 2-4.1 Return of Bid Bond 3 2-5.1.1 Plans and Specifications 3 2-5.1.2 Competency of Bidders and Payment for Plans & Specifications 3 2-9.1 Permanent Survey Markers 3 2-9.2 Survey Service 4 2-10.1 Inspection; Protests 5 2-10.2 Requirements for Work Within Other Agencies Right of Way 6 2-10.3 Final Inspection 6 6.1.1 Construction Schedule and Commencement of Work 6 6-1.2 Progress of the Work and Time for Completion 6 7-2.3 General Prevailing Wage Rates 6 7-2.4 Payroll Records 7 7-3.1 Public Liability and Property Damage Insurance 8 7-5.1 Permits and Licenses 9 7-6.1 The Contractor's Representative 9 7-6.2 Superintendence 9 7-8.5.1 Use of City Water System 9 7-8.7 Noise Control 9 7-8.8 Flow and Acceptance of Water 10 7-10.1.1 Traffic and Access 10 7-10.1.2 Safety Precautions 10 7-15 Registration of Contractor 10 9-3.1.2 Payment General 10 9-3.2.1 Progress Payment 11 9-3.2.2 Final Payment 11 10-1 Proposal Requirement Examination of Plans, Standard Specifications, Special Provisions and Site of Work 12 10-2 Proposal Form 12 10-3 Proposal Bid Bond .12 10-4 Withdrawal of Proposals 12 10-5 Public Opening of Proposals 13 10-6 Rejection of Proposals Containing Alterations, Erasures or Irregularities 13 10-7 Disqualification of Bidders 13 2 General Description of Work PART 2 PART 3 Construction Materials and Construction Methods PART 4 List of Intersections City of Huntington Beach Public Works Department Standard Special Provisions for the Construction of Traffic Signals and Lighting Systems, 2001 Edition. Maintenance Work Traffic Control Manual, City of Huntington Beach Public Works Department, December 1997 Edition. 3 NOTICE INVITING SEALED BIDS MSC-418 In accordance with the provisions of Section 1773 of the Labor Code, the State of California, Director of the Department of Industrial Relations shall determine the general prevailing rate of wages, applicable to the work to be done; copies of the latest general wage rate determinations are on file at the office of the City Clerk and the office of the Public Works of the City of Huntington Beach, California. The below quantities are approximate only, being given as a basis for the comparison of bids, and the City of Huntington Beach does not express or by implications agree that the actual amount of work will correspond therewith but reserves the right to increase or decrease the amount of any class or portion of the work, as may be deemed necessary or expedient by the Director of Public Works. All bids will be compared on the basis of the Director of Public Works estimate of the quantities of work to be done. Substitution of securities for any monies by the City to insure performance shall be permitted in accordance with provisions of the California Government Code, Section 4590. The City of Huntington Beach, California reserves the right to reject any or all bids and to accept the bid deemed for the best interest of the City of Huntington Beach, California. DIRECTOR of PUBLIC WORKS ESTIMATE Work Item Approximate Quantity 1. Unclassified excavation 820 CY 2. Skim patch 0.5" AC 110 TON 3. Construct 8" full depth AC 1,660 TON 4 BID PROPOSAL FROM Firm's Name In compliance with the notice inviting sealed proposals for the Pavement Rehabilitation at Traffic Signal Loops in Various Locations, MSC-418, I hereby propose and agree to enter into a contract to perform the work herein described and to furnish the materials therefore according to the route schedules, specifications and special provisions for the said work and to the satisfaction of and under the supervision of the Director of Public Works of said City of Huntington Beach, California. The undersigned has not accepted any bid from any subcontractor or material supplier through any bid depository, the by-laws, rules or regulations of which prohibit or prevent the contractor from considering any bid depository,'or which prevent any subcontractor or material supplier from bidding to any contractor who does not sue the facilities of or accept bids from or through such bid depository. For the furnishing of all labor, materials and equipment, and or all incidental work necessary to deliver all the improvements complete in place in strict conformity with the route schedules, specifications and special provisions, on file in the office of the Director of Public Works, City of Huntington Beach, California, I propose and agree to take full payment therefore at the following unit prices, to wit: ITEM APPROXIMATE ITEM WITH UNIT PRICE UNIT NO. QUANTITY WRITTEN IN WORDS PRICE TOTAL 1. 820 CY UNCLASSIFED EXCAVATION AT PER CY 2. 110 TON CONSTRUCT SKIM PATCH - 0.5" AC AT PER TON 3. 1,660 TON CONSTRUCT 8" FULL DEPTH AC AT PER TON 5 It Is understood and agreed that the approximate quantities shown in the foregoing proposal schedule are solely for the purpose of facilitating the comparison of bids and that the contractor's compensation will be computed upon the basis of the actual quantities in the completed work, whether they be more or less than those shown herein at the unit prices bid In the proposal schedule. If awarded the contract, the undersigned hereby agrees to sign said contract and furnish the necessary bonds with ten (10) days from the date of approval of the contract by the City of Huntington Beach, California. The undersigned understands the contract time limit allotted for the contract is 60 working days. The undersigned has examined carefully the site of the work contemplated, the route schedules and specifications and the proposal and contract forms therefore. The submission of a bid shall be conclusive evidence that the bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and scope of work to be performed, the quantities of materials to be furnished, and as to the requirement of the proposal, route schedules, specifications, and the contract. Accompanying this proposal is NOTICE: Insert the words "Cash," "Certified Check," or "Bidder's Bond," as the case may be, in an amount equal to at least 10 percent of the total bid price, payable to the City of Huntington Beach. The undersigned deposits the above name security as a proposal guaranty and agrees that it shall be forfeited to the City of Huntington Beach as liquidated damages in case this proposal is accepted by the City and the undersigned shall fail to execute a contract for doing said work and to furnish good and sufficient bonds in the form set forth In the specifications and contract documents of the City, with surety satisfactory to the City within 10 days after the bidder has received written notice of the award of the contract; otherwise said security shall be returned to the undersigned. Licensed in accordance with'an act providing for the registration of contract License No. Signature of Bidder Business Address Place of Residence Dated this day of ,19 Bidder shall signify receipt of all Addenda here, if any: Addendum No. Date Received Bidder's Signature 2 PROPOSED INFORMATION REQUIRED OF BIDDER Bidder is required to supply the following information. Additional sheets may be attached if necessary. 1. Firm Name: 2. Address: 3. Telephone; 4. Type of firm -individual, partnership, or corporation: 5. Corporation organized under the laws of the State of: 6. Contractor's License Number: 7. List the names and address of all members of the firm or names and titles of all officers of the corporation: 8. Number of years experience as a contractor in street sweeping work: 9. List at least six projects completed or currently under contract as of recent date: CONTRACT AMOUNT CLASS OF WORK DATE COMPLETED OR CONTRACT DURATION REFERENCES NAME, ADDRESS & PHONE NUMBER OF OWNER 10. List the name of the person who inspected the sites of the proposed work for your firm: 11. If requested by the City, the bidder shall furnish a notarized financial statement, financial data, or other Information and references sufficiently comprehensive to permit an appraisal of this current financial condition. 7 • DESIGNATION OF SUBCONTRACTORS In compliance with the "Subletting and Subcontracting Fair Practices Act" being Section 4100-4113 of the Government Code of the State of California, and any amendments thereto, each bidder shall set forth below the namg and location of the place of business of each subcontractor who will perform work on labor or render service to the prime contractor in or about the construction of the work or improvement in an amount in excess of 1/2 of one percent of the prime contractor's total bid, and shall further set forth the portion of the work which will be done by each subcontractor. Only one subcontractor for each portion shall be listed. If the contractor fails to specify a subcontractor for any portion of the work to be performed under the contract, he shall be deemed to have agreed to perform such portion himself, and he shall not be permitted to subcontract that portion of the work except under the conditions hereinafter set forth. Subletting of subcontracting of any portion of the work to which no subcontractor was designated in the original bid shall only be permitted in cases of public emergency or necessity, and then only after a finding reduced to writing as a public record of the Legislative Body of the owner. PORTION STATE LICENSE OF WORK SUBCONTRACTOR'S NAME AND ADDRESS NUMBER CLASS By submission of this proposal, the contractor certifies: 1. That he is able to and will perform the balance of all work which is covered in the above subcontractor listing. That the City will be furnished copies of all sub -contracts entered into and bonds furnished by subcontractor for this project, N. SAMPLE SERVICES CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND THIS AGREEMENT, made and entered into this day of by and between the City of Huntington Beach, a municipal corporation of the State of California, hereinafter referred to as "CITY," and , a California , hereinafter referred to as "CONTRACTOR." WHEREAS, CITY has solicited bids for services, hereinafter referred to as "PROJECT," generally described as park and landscape services in the City of Huntington Beach and more specifically described in the attached Exhibit A; and CONTRACTOR has been selected to perform said services, NOW, THEREFORE, in consideration of the promises and agreements hereinafter made and exchanged, the parties covenant and agree as follows: 1. STATEMENT OF WORK: ACCEPTANCE OF RISK CONTRACTOR shall furnish, at its own expense, all labor, plans, tools, equipment, supplies, transportation, utilities and all other items, services, applicable permits, and facilities necessary to complete and construct the PROJECT in a good and workmanlike manner. CONTRACTOR agrees to assume the risk of all loss or damage arising out of the nature of the PROJECT, during its progress or prior to acceptance, from the action of the elements, from any unforeseen difficulties which may arise or be encountered in the prosecution of work, and for all other risks of any description connection with the work, including, but not limited to, all expenses incurred by or in consequence of the suspension or discontinuance of work, except agrWfoms/maintenance park/9/5/02 1 SAMPLE such as are herein expressly stipulated to be borne by CITY, and for well and faithfully completing the work within the stipulated time and in the manner shown and described in this Agreement, and in accordance with the requirements of CITY under them for the compensation set forth in the accepted bid proposal. 2. ACCEPTANCE OF CONDITIONS OF WORK; PLANS AND SPECIFICATIONS. CONTRACTOR acknowledges that it is fully familiar with all the terms, conditions and obligations of this Agreement and the Contract Documents (as hereinafter defined), the location of the job site, and the conditions under which the work is to be performed, and that it enters into this Agreement based upon its investigation of all such matters and is relying in no way upon any opinions or representations of CITY. It is agreed that the Contract Documents are incorporated into this Agreement by this reference, with the same force and effect as if the same were set forth at length herein, and that CONTRACTOR and its subcontractors, if any, shall be bound by said Contract Documents insofar as they relate in part or in any way, directly or indirectly, to the work covered by this Agreement. The Scope of Services which CONTRACTOR agrees to perform is set forth in the attached Exhibit "A". "Contract Documents" as defined herein mean and include: A. This Agreement; B. Bonds covering the work herein agreed upon; C. Bid documents including the Notice Inviting Bids, the Special Instructions to Bidders and the CONTRACTOR's proposal, the plans and specifications (attached hereto as Exhibit "A"); agree/forms/maintenance park/9/5/02 2 SAMPLE D. Any insurance that may be required. Should there be any conflict between the terms of this Agreement and the bid or proposal of CONTRACTOR, then this Agreement shall control and nothing herein shall be considered as an acceptance of the terms of said bid or proposal which is in conflict herewith. 3. COMPENSATION CITY agrees to pay and CONTRACTOR agrees to accept as full compensation for the faithful performance of this Agreement, subject to any additions or deductions made under the provisions of this Agreement or the Contract Documents, a sum not to exceed Dollars ($ ), as set forth in the Contract Documents, to be paid as provided in this Agreement. 4. PAYMENT CITY shall pay CONTRACTOR for services rendered pursuant to this Agreement at the times and in the manner set forth in Exhibit A. 'The payments specified in Exhibit A shall be the only payments to be made to CONTRACTOR for services rendered pursuant to this Agreement unless, pursuant to Paragraph 1 above, CITY approves additional compensation for additional services. CONTRACTOR shall submit all billings for said services to CITY in the manner specified in Exhibit A, or, if no manner be specified in Exhibit A, then according to the usual and customary procedures and practices which CONTRACTOR uses for billing clients similar to CITY. 5. COMMENCEMENT OF PROJECT CONTRACTOR agrees to commence the PROJECT within twenty (20) working days after notice to proceed is issued and shall diligently prosecute PROJECT to completion, excluding delays provided for in this Agreement. agree/forms/maintenance puk/9/5/02 3 SAMPLE 6. TERM OF AGREEMENT The term of this Agreement shall be one year, unless CITY exercises its option to renew as set forth herein. 7. TIME OF THE ESSENCE The parties hereto recognize and agree that time is of the essence in the performance of this Agreement and each and every provision of the Contract Documents. 8. TERMINATION CITY reserves the right to terminate the agreement or any portion thereof, unilaterally at any time and for any reason by service of thirty (30) days written notice to CONTRACTOR. CONTRACTOR understands that the completion of all tasks set forth in this Agreement are expressly conditioned on money being available to CITY to complete all tasks. No representations, express or implied, are made as to funds being available to complete all tasks. Upon receipt of a notice of termination for convenience, CONTRACTOR shall, unless the notice directs otherwise, immediately discontinue the work and placing of orders for materials, facilities and supplies in connection with the performance of this Agreement, and shall, if requested, make every reasonable effort to procure cancellation of all existing orders or contracts upon terms satisfactory to CITY or, at the option of CITY, give CITY the right to assume those obligations directly, including all benefits to be derived therefrom. CONTRACTOR shall thereafter do only such work as may be necessary to preserve and protect the work already in progress and to protect material and equipment on the job site. agree/forms/maintenance park/9/5/02 4 SAMPLE Upon such termination, subcontractor shall be entitled to payment in accordance with this Agreement only as follows: (1) the actual cost of the prorata portion of work completed in conformity with this Agreement; plus, (2) such other costs actually incurred by CONTRACTOR as agreed to in writing by CITY. There shall be deducted from such sums as provided in this subparagraph the amount of any payments made to CONTRACTOR prior to the date of the termination of this Agreement. CONTRACTOR shall not be entitled to any claim, claim of lien, or stop notice against CITY for any additional compensation or damages in the event of such termination. In the event CITY shall terminate this Agreement: A. CONTRACTOR shall deliver copies of all writings prepared by it Pursuant to this Agreement. The term "writings" shall be construed to mean and include: handwriting, typewriting, printing, photostating, photographing, and every other means of recording upon any tangible thing any form of communication or representation, including letters, works, pictures, drawings, sounds or symbols, or combinations thereof. B. CITY shall have full ownership and control of all such writings delivered by CONTRACTOR pursuant to this Agreement. C. CITY shall pay CONTRACTOR the reasonable value of services rendered by CONTRACTOR pursuant to this Agreement; provided, however, CITY shall not, in any manner, be liable for lost profits which might have been made by CONTRACTOR had CONTRACTOR completed the services required by this Agreement. In this regard, CONTRACTOR shall furnish to CITY such financial information as, in the judgment of the CITY agmeffib ms/maintenance park/9/5/02 5 SAMPLE • representative , is necessary to determine the reasonable value of services rendered by CONTRACTOR. In the event of a dispute as to the reasonable value of the services rendered by CONTRACTOR, the decisions of the Director of Public Works shall be final. The foregoing is cumulative and does not affect any right or remedy which CITY may have in law or equity. 9. RENEWAL In its discretion CITY may renew this Agreement upon its expiration. The terms and conditions of the renewed agreement will remain the same as this original Agreement unless both parties agree in writing to an amendment. CONTRACTOR will be bound by the renewed agreement should CITY exercise its option to renew. If negotiations are still in progress at the end of any one year term previously agreed upon, the CITY and the CONTRACTOR shall continue performance as required herein on a month -to -month basis until either a new agreement is entered into or the CITY terminates the relationship in accordance with the provisions contained in the above paragraph. During such period of month -to -month operation while negotiations are in progress, the CONTRACTOR shall be obligated to continue performance for at least thirty (30) days after written notice to the CITY of its decision to terminate the relationship and the CITY shall be obligated to give consideration to the CONTRACTOR for such additional performance at the usual rate of payment as provided herein. 10. REMEDY ON BREACH In the event that CONTRACTOR shall breach, or fail to execute in good faith, any of the terms or conditions of this Agreement, and should CONTRACTOR fail to cure such agree/forms/maintenance park/9/5/02 6 SAMPLE • • breach or failure within ten (10) calendar days after CITY gives written notice thereof, the CITY may terminate this Agreement and complete the work to be accomplished hereunder for the account and at the expense of CONTRACTOR. CONTRACTOR shall be liable for any excess cost to CITY over the original contract price. In the event CITY completes the work, or causes the work to be completed, no sum shall be paid to CONTRACTOR until the work is complete. All costs of completion shall be deducted before any payment to CONTRACTOR is made. If the unexpended portion of the contract price is less than CITY's cost to complete, CONTRACTOR shall pay CITY a sum equal to said difference on demand. The remedies contained in this section are cumulative and are in addition to all other rights of CITY pursuant to this Agreement and at law or in equity. 11. CHANGES CONTRACTOR shall adhere strictly to the Scope of Services set forth in Exhibit A unless a change therefrom is authorized in writing by the Department of Public Works (the Department). CONTRACTOR agrees to make any and all changes, furnish materials and perform all work necessary within the scope of the PROJECT as the Department may require in writing. Under no condition shall CONTRACTOR make any changes without the written order of the Department, and CITY shall not pay any extra charges made by CONTRACTOR that have not been agreed upon in writing by the Department. CITY reserves the right to make such increases or decreases in the quantity of any item of work to be performed or furnished under this Agreement; and in the event that any such increase or decrease in the quantity of work to be performed or furnished is so ordered, the amount to'be paid CONTRACTOR under this Agreement shall be correspondingly increased or decreased, as the case may be, in proportion to the increased or decreased quantities of work. agree/forms/maintenance park/9/5/02 7 -SAMPLE • u 12. DIFFERING SITE CONDITIONS A. Notice: The CONTRACTOR shall promptly, and before any conditions are disturbed, notify the DPW in writing of. (1) Subsurface or latent physical conditions at the job site differing materially from those indicated in this Agreement or the Contract Documents; or (2) Unknown physical conditions at the job site, of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent to work of the character to be performed under this Agreement. The DPW shall promptly investigate the conditions and if it finds that such conditions do materially so differ and cause an increase or decrease in the time required for performance of any part of the work under this Agreement, whether or not changed as a result of such conditions, an equitable adjustment shall be made and the Agreement modified in writing accordingly; B. Time Extension: No claim of the CONTRACTOR under this Section shall be allowed unless the CONTRACTOR has given the notice required hereunder, provided, however, the time prescribed therefor may be extended by CITY. 13. SAFETY PRACTICES CONTRACTOR shall comply fully with all laws, orders, citations, rules, regulations, standards and statutes, with respect to occupational health and safety, the handling and storage of hazardous materials, accident prevention, safety equipment and construction practices. CONTRACTOR shall conduct inspections to determine that safe working conditions and equipment exist and accepts sole responsibility for providing a safe place to work for its employees and for employees of its subcontractors and suppliers of material and equipment, if agreelfonns/maintenance park/9/5/02 8 SAMPLE any, for adequacy of and required use of all safety equipment and for full compliance with the afotesaid laws, orders, citations, rules, regulations, standards and statutes. 14. WARRANTIES The CONTRACTOR unconditionally guarantees all work done under this Agreement including, but not limited to, any workmanship, installation, fabrication, material or structural facilities maintained. CONTRACTOR, within ten (10) days after notice by CITY of any defect in the work, shall have the option to make appropriate repairs or replace the defective work. Upon expiration of such ten- (10) day period, CITY may then make appropriate repair, replacement or rework at CONTRACTOR's risk and expense. 15. INDEPENDENT CONTRACTOR It is understood and agreed that the CONTRACTOR is, and shall be, acting at all times hereunder as an independent contractor and not an employee of CITY. CONTRACTOR shall secure at its expense, and be responsible for any and all payment of all taxes, social security, state disability insurance compensation, unemployment compensation and other payroll deductions for CONTRACTOR and its officers, agents and employees and all business licenses, if any, in connection with the PROJECT. 16. INDEMNIFICATION, DEFENSE, HOLD HARMLESS CONTRACTOR hereby agrees to protect, defend, indemnify and hold harmless CITY, its officers, elected or appointed officials, employees, agents, and volunteers from and against any and all, claims, damages, losses, expenses, judgments, demands defense costs, and consequential damage or liability of any kind or nature, however caused, including those resulting from death or injury to CONTRACTOR's employees and damage to CONTRACTOR's property, arising directly or indirectly out of the obligations or operations herein undertaken by agree/forms/maintenance park/9/5/02 9 SAMPLE 0 CONTRACTOR, caused in whole or in part by any negligent act or omission of the CONTRACTOR, any subcontractors, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, including but not limited to concurrent active or passive negligence, except where caused by the active negligence, sole negligence, or willful misconduct of the CITY. CONTRACTOR will conduct all defense at its sole cost and expense and CITY shall approve selection of CONTRACTOR's counsel. CITY shall be reimbursed for all costs and attorney's fees incurred by CITY in enforcing this obligation. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by CONTRACTOR. 17. WORKERS' COMPENSATION INSURANCE Pursuant to California Labor Code section 1861, CONTRACTOR acknowledges awareness of section 3700 et seq. of said Code, which requires every employer to be insured against liability for workers' compensation; CONTRACTOR covenants that it will comply with such provisions prior to commencing performance of the work hereunder. CONTRACTOR shall maintain workers' compensation insurance in an amount of not less than One Hundred Thousand Dollars ($100,000) bodily injury by accident, each occurrence, One Hundred Thousand Dollars ($100,000) bodily injury by disease, each employee, Two Hundred Fifty Thousand Dollars ($250,000) bodily injury by disease, policy limit. CONTRACTOR shall require all subcontractors to provide such workers' compensation insurance for all of the subcontractors' employees. CONTRACTOR shall furnish to CITY a certificate of waiver of subrogation under the terms of the workers' compensation insurance and CONTRACTOR shall similarly require all subcontractors to waive subrogation. agee/forms/maintenance park/9/5/02 10 SAMPLE i i • 18. INSURANCE ° In addition to the workers' compensation insurance and CONTRACTOR's covenant to indemnify CITY, CONTRACTOR shall obtain and furnish to CITY, a policy of general public liability insurance, including motor vehicle coverage covering the PROJECT. Said policy shall indemnify CONTRACTOR, its officers, agents and employees, while acting within the scope of their duties, against any and all claims of arising out of or in connection with : the PROJECT, and shall provide coverage in not less than the following amount: combined single limit bodily injury and property damage, including products/completed operations liability and blanket contractual liability, of $1,000,000 per occurrence. If coverage is provided under a form which includes a designated general aggregate limit, the aggregate limit must be no less than $1,000,000. Said policy shall name CITY, its officers, and employees as Additional Insureds, and shall specifically provide that any other insurance coverage which may be applicable to the PROJECT shall be deemed excess coverage and that CONTRACTOR's insurance shall be primary. Under no circumstances shall said above -mentioned insurance contain a self -insured retention, or a "deductible" or any other similar form of limitation on the required coverage. 19. CERTIFICATES OF INSURANCE,• ADDITIONAL INSURED ENDORSEMENTS Prior to commencing performance of the work hereunder, CONTRACTOR shall furnish to CITY certificates of insurance subject to approval of the City Attorney evidencing the. foregoing insurance coverages as required by this Agreement; said certificates shall: 1. provide the name and policy number of each carrier and policy; 2. shall state that the policy is currently in force; agree/forms/maintenance park/9/5/02 11 SAMPLE • • 3. shall promise to provide that such policies will not be canceled or modified without thirty (30) days' prior written notice of CITY; and 4. shall state as follows: "The above -detailed coverage is not subject to any deductible or self -insured retention, or any other form of similar -type limitation." CONTRACTOR shall maintain the foregoing insurance coverages in force while working under this Agreement. The requirement for carrying the foregoing insurance coverages shall not derogate from the provisions for indemnification of CITY by CONTRACTOR under the Agreement. CITY or its representative shall at all times have the right to demand the original or a copy of all said policies of insurance. CONTRACTOR shall pay, in a prompt and timely manner, the premiums on all insurance hereinabove required. A separate copy of the additional insured endorsement to each of CONTRACTOR's insurance policies, naming the CITY, its officers and employees as Additional Insureds shall be provided to the City Attorney for approval prior to any payment hereunder. 20. NON -ASSIGNABILITY CONTRACTOR shall not sell, assign, transfer, convey or encumber this Agreement, or any part hereof, or any right or duty created herein, without the prior written consent of CITY and the surety. 21. CITY EMPLOYEES AND OFFICIALS CONTRACTOR shall employ no CITY official nor any regular CITY employee in the work performed pursuant to this Agreement. No officer or employee of CITY shall have agree/forms/maintenance park/9/5/02 12 SAMPLE • 0 any financial interest in this Agreement in violation of California Government Code sections 1090 et seq. 22. NOTICES All notices required or permitted hereunder shall be delivered in person or by registered or certified mail to the following authorized representative of the party to whom delivery is to be made, at the place of business of such party, or to any other place designated in writing by such party. FOR CITY Director of Public Works City of Huntington Beach 2600 Main Street Huntington Beach, CA 92648 FOR CONTRACTOR 23. AFFIDAVITS OF SATISFACTION OF CLAIMS After the completion of the work contemplated by this Agreement, CONTRACTOR shall file with the DPW its affidavit stating that all workers and persons employed, all firms supplying materials and all subcontractors upon PROJECT have been paid in full and that there are no claims outstanding against PROJECT for either labor or material, except certain items, if any, to be set forth in an affidavit covering disputed claims, or items in connection with Notices to Withhold which have been filed under the provisions of the statutes of the State of California. 24. WAIVER OF CLAIMS The acceptance by CONTRACTOR of the payment of the final certificate shall constitute a waiver of all claims against CITY under or arising out of this Agreement.' agree/fortes/maintenance parW9/5/02 13 SAMPLE P • 25. BONDS CONTRACTOR shall, prior to entering upon the performance of this Agreement, furnish the following three bonds approved by the City Attorney: One in the amount of one hundred percent of the contract price to guarantee the CONTRACTOR's faithful performance of the work; one in the amount of one hundred percent of the contract price to warrant such performance for a period of one (1) year after CITY's acceptance thereof; and one in the amount of one hundred percent of the contract price to guarantee payment of all claims for labor and materials furnished. 26. CAPTIONS Captions of the section of this Agreement are for convenience and reference only, and the words contained therein shall in no way be held to explain, modify, amplify or aid in the interpretation, construction or meaning of the provisions of this Agreement. 27. IMMIGRATION CONTRACTOR shall be responsible for full compliance with the immigration and naturalization laws of the United States and shall, in particular, comply with the provisions of U.S.C. Section 1324a regarding employment verification. 28. LEGAL SERVICES SUBCONTRACTING PROHIBITED CONTRACTOR and CITY agree that CITY is not liable for payment of any subcontractor work involving legal services, and that such legal services are expressly outside the scope of services contemplated hereunder. CONTRACTOR understands that pursuant to Huntington Beach City Charter Section 309, the City Attorney is the exclusive legal counsel for CITY; and CITY shall not be liable for payment of any legal services expenses incurred by CONTRACTOR. agree/forms/maintenance park/9/5/02 14 SAMPLE 0 • 29. ATTORNEY' S FEES In the event suit is brought by either party to enforce the terms and provisions of this agreement or to secure the performance hereof, each party shall bear its own attorney's fees. 30. ENTIRETY The foregoing, and Exhibit "A" attached hereto, set forth the entire Agreement between the parties. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their authorized offices the day, month and year first above written. CONTRACTOR By: print name ITS: (circle one) Chairman/PresidentNice President AND By: CITY OF HUNTINGTON BEACH, a municipal corporation of the State of California Mayor ATTEST: print name City Clerk ITS: (circle one) Secretary/Chief Financial Officer/Asst. Secretary - Treasurer APPROVED AS TO FORM: REVIEWED AND APPROVED: City Administrator City Attorney INITIATED AND APPROVED: Director of Public Works agree/forms/maintenance park/9/5/02 15 SAMPLE EXHIBIT A ADDRESS: Huntington Beach, CA APN: LEGAL DESCRIPTION: General Description of the Property to be Abated (Including Tasks to be Performed): EXHIBIT A agree/forms/nuisance sample EXHIBIT B FEE SCHEDULE - MANNER OF PAYMENT Payment for each location will be made upon City's acceptance of the bill and cost breakdown. CONTRACTOR shall submit a detailed bill and cost invoice reflecting each charge for which it seeks compensation. CONTRACTOR shall not invoice CITY prior to the completion of the sacrament. 2. Request for payment Shall be sent to: City of Huntington Beach 2000 Main Street Huntington Beach, CA 92648 3. CONTRACTOR shall retain payroll, accounting, or other records necessary to support an audit of its invoices. 4. CITY shall not be obligated to pay for any service not specifically authorized by this contract and not defined in the notice to proceed issued by CITY. CONTRACTOR shall perform any additional services relating to this project as requested in writing by the CITY representative. 5. All work shall be billed according to CONTRACTOR and attached as part of Exhibit B. 6. Any additional work approved in writing by CITY or set forth in this Agreement shall be billed by CONTRACTOR on an hourly basis, or any portion of an hour. Additional work shall be charged at the hourly rate of $ 7. Maximum payment under this contract shall be $ RECEIVED AND APPROVED: Dated: Contractor agree/forms/nuisance sample 0 9 STANDARD SPECIFICATIONS Except as hereinafter provided, the provisions of the 2002 Edition of the "Standard Specifications for Public Works Construction" (Green Book) published by Building News, Inc. 3055 Overland Avenue, Los Angeles, California 90034, and all amendments thereto, adopted by the Joint Cooperative Committee of Southern California District and Associated Contractors of California; hereinafter referred to as Standard Specifications, are adopted as the "Standard Specifications" for this project and shall be considered as a part of these Special Provisions. All the Work to be done under this contract shall be in accordance with the City of Huntington Beach Public Works Department Standard Special Provisions for the Construction of Traffic Signals and Lighting Systems, 2001 Edition, and the Maintenance Work Traffic Control Manual, December 1997 Edition. Where specified, the specified editions of "Standard Specifications" and "Standard Plans" of the State of California, Business and Transportation Agency, Department of Transportation, shall apply. If no date of publication is specified, the most recent edition, as of the date of publication of the Notice Inviting Bids for this contract, shall apply. PART 1 GENERAL PROVISIONS 1-2.1 Definitions (a) AGENCY The City of Huntington Beach, California also hereinafter called "City". (b) . BOARD The City Council of the City of Huntington Beach, California. (c) CONTRACT DOCUMENT Documents including but not limited to the proposal forms p-1 through p-5, Standard Specifications, General Provisions, Special Provisions, Plans, Bonds, Insurance, Contract Agreement and all addenda setting forth any modifications of the documents. (d) ENGINEER The administrating officer of the City of Huntington Beach or his authorized representative. (e) BIDDER Any individual, co -partnership, association or corporation submitting a proposal for the work contemplated acting directly or through a duly authorized representative. 0 0 2-1.1 2-1.2 2-1.3 (f) LEGAL ADDRESS OF CONTRACTOR The legal address of the Contractor shall be the address given on the Contractor's bid and is hereby designated as the place to which all notices, letters or other communications to the Contractor shall be mailed or delivered. (g) SPECIAL PROVISIONS The special provisions are specific clauses setting forth conditions or requirements peculiar to the work and supplementary to these Standard Specifications. The Department of Transportation publications entitled Labor Surcharge and Equipment Rental Rates and General Prevailing Wage Rates are to be considered as a part of the special provisions. (h) STATE CONTRACT Chapter 3, Part 5, Division 3, Title 2 of the government Code. The provisions of this act and other applicable laws, form and constitute a part of the provisions of this contract to the same extent as is set forth herein in full. Award of Contract The City reserves the right to reject any and all Proposals. The award of the contract, if it be awarded, will be to the lowest responsible Bidder whose Proposal complies with all the requirements prescribed by the City. Execution of Contract The contract shall be signed by the successful Bidder within ten (10) working days after award and be returned together with the contract bonds, to the City of Huntington Beach Purchasing Department. Work shall commence within 10 working days after the contract has been fully executed. No Proposal shall be considered binding upon the City until the contract is executed by the Contractor and the City. The contract time shall start on the day of contract execution by the City. Failure to Execute Contract Failure to execute a contract and file acceptable bonds as provided herein within the time specified for the applicable contract category shall be just cause for the cancellation of the award and the forfeiture of the proposal bid bond. 2 0 • 2-4.1 Return of Bid Bond Within ten (10) days after the award of the contract, the City of Huntington Beach will return the bid bonds accompanying the proposals which are not to be considered in making the award. All other bids bonds, will be held until the contract has been finally executed, after which they will be returned to the respective bidders whose proposal they accompany. 2-6.1.1 Route Schedules and Specifications The Engineer will provide the Contractor, free of charge, copies of route schedules, special provisions and additions to the General Provisions of the Standard Specifications that are reasonably necessary for the execution of work. Contractor shall, at his own expense, obtain copies of Standard Specifications and Standard Plans and Specifications of the State of California, for his general use. If after award of contract, should it appear that the work to be done, or any matter relative thereto, is not sufficiently detailed or explained in the Standard Specifications, Specifications, Special Provisions and plans, the Contractor shall request from the Engineer further explanation or interpretation of the contract. The request by the Contractor and the Engineer's response shall be in writing. All quantities are approximate. Final quantities for payment will be verified by City of Huntington Beach personnel. 2-6.1.2 Competency of Bidders and Payment for Plans and Specifications Route Schedules, Special Provisions and Proposal forms will be issued only to those contractors wha can qualify as competent bidders. A charge will be required for the taking out of plans, none of which will be refunded to any bidder. 2-9.1 Permanent Survey Markers The contractor shall notify the Engineer, or the owner on a Private Contract,, at least 7 days before starting work to allow for the preservation of survey monuments, property line and corner survey markers and bench marks. The Contractor at their cost, shall file a Corner Record referencing survey monuments subject to disturbance in the office of the County Surveyor prior to the start of construction and also prior to the completion of construction for the replacement of survey monuments. The Contractor shall not disturb survey monuments, property line and corner survey markers, or bench marks without the consent of the Engineer or the owner on Private Contracts. 3 The Contractor shall be responsible for the replacement of any survey benchmark, monument or property line and corner survey marker that is destroyed as a result of their operations. A survey benchmark is defined as any permanent point used by the National Geodetic Survey (NGS), National Oceanic and Atmospheric Administration (NOAA), California Department of Transportation (Caltrans), Orange County Surveyors (OCS), City of Huntington Beach Public Works Department, or by any other public agency to establish or perpetuate a vertical datum; said point is typically a 3-3/4" aluminum disk with said agency's stamping. Datum information for public viewing is on file at said agency. A survey monument is defined as any permanent point as shown on file at the NGS, NOAA, Caltrans, OCS, City of Huntington Beach Public Works Department or any other public agency; said point being used to establish or perpetuate horizontal control. These points include but are not limited to centerline street monuments or accessories to said centerline street monuments (i.e. tie points), property corners or accessories to said corners, or monuments established in connection with the Orange County Geodetic Control Network or accessories to said monuments. These points shall be tied out and replaced by a licensed Land Surveyor or a licensed Civil Engineer authorized to practice land surveying pursuant to sections 8700 to 8806 of the Business and Professions code of the State of California (Land Surveyors Act). The Corner Records produced from said tie - out and replacement survey shall be furnished to the City of Huntington Beach Public Works Department as well as filed with the office of the County Surveyor indicating responsible charge (stamped), within 60 days of the final survey. 2-9.2 Survey Service Except for private contracts, the Contractor will be responsible for the accuracy of surveying adequate for construction, however the task of surveying itself shall be performed under the direction of a licensed Land Surveyor or Professional Engineer, whom is authorized to practice land surveying, retained or provided for by the Contractor. All construction surveying will be performed by or under the direction of a licensed Land Surveyor or Professional Engineer, whom is authorized to practice land surveying, retained or provided for by the Contractor. Monument preservation surveying necessary to complete the work shown on the plans and provided' for in these contract documents and specifications shall also be accomplished by or under the direction of a, licensed Land Surveyor or Professional Engineer, whom is authorized to practice land surveying, retained or provided for by the Contractor. 4 0 • All costs to the Contractor for protecting, removing, restoring, repairing, replacing, or reestablishing monuments or accessories to monuments or costs associated with the preparation or filing of Corner Records pursuant to sections 8700 to 8806 of the Business and Professions Code shall be included in the bid item for survey monument preservation. Payment for survey monument preservation shall be per the contract lump sum bid price and no additional compensation will be allowed therefore. When the contract does not include a pay item for monument preservation and unless otherwise provided in the specifications, full compensation for all monument preservation required to complete the work shall be included in the price bid for other items of work and no additional compensation will be allowed therefore. 2-10.1 Inspection; Protests The Contractor shall give at least 24 hours advance notice when he or his Subcontractor will start or resume the work. The above notice is to be given during working hours, exclusive of Saturday, Sunday or City holidays for the purpose of permitting the Engineer to make necessary assignments of his representatives. When Special Inspection is required, the Contractor shall notify the City and pay inspection fees 24 hours in advance. If the Contractor is directed the City to work under this contract more than 8 hrs/day or more than 40 hrs/week, the Special Inspection fee requirements will be waived. All instructions, rulings and decisions of the Engineer shall be in writing and shall be final and binding on all parties unless formal protest is made in writing and as provided in the following paragraph: If the Contractor considered any work demanded of him to be outside the requirements of the contract, or if he considers any instruction, ruling or decision of the Engineer to be unfair, he shall within 10 days after any such demand is made, or instruction, ruling or decisions is given, file a written protest with the Engineer stating clearly and in detail his objections and reasons therefore. Except for such protests and objections as are made of record, in the manner and within the time above stated, the Contractor shall be deemed to have waived and does hereby waive all claims for extra work, damages and extensions of time on account of demands, instructions, rulings and decisions of the Engineer. Upon receipt of any such protest from the Contractor, the Engineer shall review the demand, instruction, ruling or decision objected to and shall promptly advise the Contractors, in writing of his final decision, which shall be binding on all parties, unless within the 10 days thereafter the Contractor shall file with the City Council a formal protest against said decision of the y-1 u Engineer. The City Council shall consider and render a final decision on any such protest within 30 days of receipt of same. 2-10.2 Requirements for Work Within Other Agencies Right -of -Way The Contractor shall prosecute work on other agencies' right-of-way only in the presence of the inspector representing the agency and any work done in the absence of said inspector will be subject to rejection. The Contractor shall make the appropriate notification according to the instruction given on j the permit for all inspections, and shall post all bonds and certifications required by the permit. The permit shall be acquired by the City however, the Contractor may also be required to secure additional permits under his own name, which permits shall be processed at the Contractor's expense. The Contractor shall pay for all testing and inspections required by the permit. 2-10.3 Final Inspection Whenever the work provided for and contemplated by the contract shall have been satisfactorily completed and the final cleaning performed, the Engineer will make the final inspection. 6-1.1 Construction Schedule and Commencement of Work Prior to the start of work, arrangements will be made for a meeting between the Contractor and the Engineer. The purpose of this meeting is to coordinate the activities of the Contractor within the limit of this contract, review scheduling, discuss construction methods and clarify inspection procedures. The Contractor shall submit for approval by the Engineer a complete schedule showing the number of working days required to complete the project. 6-1.2 Progress of the Work and Time for Completion The Contractor shall begin work within 10 working days after the contract has been fully executed by the City and shall diligently prosecute the same to completion before the expiration of the time specified in the proposal, specifications, and/or contract. 7-2.3 General Prevallina Waae Rates In accordance with the provisions of Section 1773 of the Labor Code, the State of California Director of the Department of Industrial Relations shall determine the general prevailing rate of wages, applicable to the work to be done; copies of the latest general wage rate determinations are on file at the office of the City Clerk, and the office of the Director of Public Works of the City of .Huntington Beach, California. 6 • • 7-2.4 Payroll Records The Contractor's attention is directed to the following provisions of Labor Code Section 1776 (Stats. 1978, Ch. 1249). The Contractor shall be responsible for compliance with these provisions by his subcontractors. a. Each contractor and subcontractor shall keep an accurate payroll record, showing the name, address, social security number, work classification, straight time and over time hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker or other employee employed by him or her in connection with the public work. b. The payroll records enumerated under subdivision (a) shall be certified and shall be available for inspection at all reasonable hours at the principal office of the contractor on the following basis: A certified copy of an employee's payroll record shall be made available for inspection or furnished to such employee or his or her authorized representative on request. 2. A certified copy of all payroll records enumerated in subdivision (a) shall be made available for inspection or furnished upon request to a representative of the body awarding the contract, the Division of Labor Standards Enforcement and the Division of Apprenticeship Standards of the Department of Industrial Relations. 3. A certified copy of all payroll records enumerated in subdivision (a) shall be made available upon request to the public for inspection or copies thereof made; provided, however, that a request by the public shall be made through either the body awarding the contract, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement. The public shall not be given access to such records at the principal office of the contractor. C. Each Contractor shall file a certified copy of the records enumerated in subdivision (a) with the entity that requested such records within 10 days after receipt of a written request. 7 d. Any copy of records made available for inspection as case and furnished upon request to the public or any public agency by the awarding body, the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement shall be marked or obliterated in such a manner as to prevent disclosure of an individual's name, address and social security number. The name and address of the contractor awarded the contract or performing the contract shall not be marked or obliterated. e. The Contractor shall inform the body awarding the contract of the location of the records enumerated under subdivision (a), including the street address, city and county, and shall, within five working days, provide a notice of a change of location and address. f. In the event of non compliance with the requirements of this section, the Contractor shall have 10 days in which to comply subsequent to receipt of written notice specifying in what respects such contractor must comply with this section. Should noncompliance still be evident after such ten day period, the contractor, shall, as a penalty to the state or political subdivision on whose behalf the contract is made or awarded, forfeit twenty-five dollars ($25.00) for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of labor Standards Enforcement, such penalties shall be withheld from progress payments then due. 7-3.1 Public Liability and Property Damage Insurance The Contractor shall furnish to the City and maintain during the life of the contract a public liability insurance policy in which the City is named as an additional insured. The Contractor shall also hold harmless the City, its officers and employees while acting within the scope of their duties, against all claims arising out of or in connection with the work to be performed. The policy shall provide for not less than the following amounts: Combined Single Limit Bodily Iniury and/or Property Damage Including Products Liability: $1,000,000 combined single limit per occurrence. Such policy shall provide coverage at least as broad as that provided in the Standard Form approved by the National Bureau of Casualty Underwriters together with such endorsements as are required to cover the risks involved. The Contractor shall arrange for the policies to be so conditioned as to cover the performance of "Extra Work," should such work become necessary. 0 • 0 Prior to the commencement of work under the contract, evidence of insurance shall be furnished on a form provided by the City, and no other form will be accepted. In addition, the Contractor shall furnish evidence of a commitment by the insurance company to notify the City of the expiration or cancellation of any of the insurance policies required hereunder not less than 30 days before any change in coverage, expiration or cancellation is effective. The Contractor shall also show proof of Workers' Compensation coverage or a valid certificate of self-insurance. 7-6.1 Permits and Licenses Except as otherwise specified in the Special Provisions, 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. These permits and licenses shall be obtained in sufficient time to prevent delays to the work. In the event that the agency has obtained permits, licenses or other authorizations applicable to the work, the Contractor shall comply with the provisions of said permits, licenses and other authorizations. The Contractor shall obtain from the State of California, the Industrial Safety Permit required for the various construction items. 7-6.1 The Contractor's Representative Contractor shall also file with the Engineer, the address and telephone numbers where he or his designated representative may be reached during hours when the work is not in progress. Instructions and information given by the Engineer to the Contractor's authorized representative in person, at the address or telephone numbers filed in accordance with this section shall be considered as having been given the Contractor. 7-6.2 Superintendence Whenever the Contractor is not present on any part of the work where the City desires to give direction, orders will be given by the Director in writing, and shall be received and obeyed by the Contractor's superintendent or foreman in charge of the particular work in reference to which orders are given. 7-8.5.1 Use of City Water System The Contractor shall make arrangements with the City of Huntington Beach Water Department for requirements, location of source and payment prior to the taking of any water from the City system. 0 • 7-8.7 Noise Control If the construction site is located adjacent to a residential area, the Contractor shall take all necessary steps to limit the amount of noise emitting from construction equipment used. In addition, working hours shall be restricted to between the hours of 7:00 AM to 6:00 PM 7-8.8 Flow and Acceptance of Water In the course of water control, the Contractor shall conduct construction operations to protect waters from pollution with fuels, oils, bitumens or other harmful materials. 7-10.1.1 Traffic and Access Contractor shall require that an approved safety vest be worn by all personnel who are working at this project site. Any worker without a vest may be ordered off the job by the inspector until such apparel is acquired. Questions as to approved vests shall be directed to the Engineer. The Contractor shall provide for and maintain provisions for public traffic through the construction area at all times. Unless otherwise specified in these Special Provisions, work shall be in accordance with Sections 4-1.04, 7-1.08 through 7-1.95 inclusive, 15-1.02 through 15-2.05E inclusive, of the State Department of Transportation, Standard Specifications, and as provided for in Title 8 of State of California, Department of Industrial Relations, Construction Safety Order, and Chapter 12.24, "Warning Lights --- Barricades" of the Huntington Beach Municipal Code. The Contractor's attention is specifically directed to HBMC Section 12.24, "Warning Lights — Barricades," pertaining to the use of barricades and lights in excavation areas. Flashing barricades will be allowed as a substitute for "lights" as described in that section. 7-10.1.2 Safety Precautions Contractor shall require that an approved safety vest be worn by all personnel who are working at this project site. Any worker without -a vest may be ordered off the job by the Inspector until such apparel is acquired. Questions as to approved vests shall be directed to the Engineer. Applicable sections of California Administrative Code, Title 8, concerning electrical and construction safety.standards and practices, shall be adhered to and enforced by the Contractor. 10 0 • 7-15 Registration of Contractor Prior to the award of contract, the Contractor shall be licensed in accordance with the provisions of Article 1 to 9 inclusive of Chapter 9, Division 3 of the Business and Progressions Code of the State of California and Amendments thereof, providing for the registration of Contractors, and defining the term Contractor; providing a method of obtaining licenses to engage in the business of contracting and fixing the fees for such licenses; and prescribing the punishment for violation of provisions thereof, as amended. 9-3.1.2 Payment General Payment for the furnishing of all labor, material and equipment necessary to perform all work indicated on the plans and described in these specifications and Special Provisions shall be included in the contract unit prices bid for the items listed on the Proposal and no additional compensation will be allowed. Compensation for items of work shown or described, but not listed on the proposal, will be considered to be included in the prices bid for listed items. 9-3.2.1 Progress Payments The City shall monthly pay to the Contractor while performing the work, the progress payment balance, after deducting therefrom all previous payments and all sums to be kept or retained under the provisions of the contract. No estimate or payment shall be required when in the judgment of the Engineer, the work in not proceeding in accordance with the provisions of the contractor when in his judgment the total value of the work done since the last estimate amounts to less than $300. 9-3.2.2 Final Payment The Engineer shall, after completion of the contract, make a final estimate of the amount of work done thereunder and the value of such work, and the City of Huntington Beach shall pay the entire sum found to be due after deducting therefrom all previous payments and all amounts to be kept and all amounts to be retained under the provisions of the contract. All prior partial estimates and payments shall be subject to. correction in the final estimates and payment. The final payment shall not be due and payable until after the expiration of 35 days from the date of recording a Notice of Completion. It is mutually agreed between the parties to the contract that no certificates given or payments made under the contract, except the final payment shall be evidence of the performance of the contract, either wholly or in part, against any claim of the party of the first part and no payment shall be construed to be an acceptance of any defective.work or unacceptable materials. 11 0 • 10-1 - Proposal Requirements Examination of Plans, Standard Specifications, Special Provisions and Site of Work The bidder shall examine carefully the site of the work contemplated and the proposal, plans, specifications and contract forms therefore. It will be assumed that the bidder has investigated and is satisfied as to the general and local conditions to be encountered; as to the character, quality and quantities of the work to be performed and materials to be furnished; as to the character of equipment and facilities needed preliminary to and during the prosecution of the work; and as to the requirements of these specifications. Submission of a proposal shall be considered prima facie evidence that the bidder has made such examination. No verbal agreement or conversation with any officer, agent or employee of the City either before or after the execution of this contract shall effect or modify any of the terms or obligations herein contained. 10-2 • Proposal Form All proposals,must be made upon blank forms to be obtained from the office of the Purchasing Manager at the Civic Center, Huntington Beach, California. The Bidder shall submit his Proposal on the form furnished to the Bidder. Proposals submitted on forms other than the one issued to the Bidder will be disregarded. All proposals must give the prices proposed both in words and numbers, of which words will prevail over numbers, and must be signed by the Bidder with his address and telephone number. If the proposal is made by an individual, firm or partnership, name, post office address and telephone number must be shown. If made by a corporation, the Proposal must show the name of the state under which the laws of which the corporation, and the names, title and business addresses and telephone number of the President, Secretary and Treasurer. 10-3 Proposal Bid Bond All bids shall be presented under sealed cover and shall be accompanied by cash, a cashier's check, certified check or bidder's bond made payable to the City of Huntington Beach, for an amount equal to at least 10% of the amount of said bid, and no bid will be considered unless, such cash, cashier's check, certified check, or bidder's bond is enclosed therewith. 10-4 Withdrawal of Proposals Any bid may be withdrawn at any time prior to the hour fixed in the Notice to Contractors for the opening of bids provided that a request in writing, 10-5 10-6 10-7 executed by the Bidder or his duly authorized representative, for the withdrawal of such bid, is filed with the City Clerk. The withdrawal of a bid shall not prejudice the right of a Bidder to file a new bid. Public Opening of Proposals Proposals will be opened and read publicly at the time and place indicated in the Notice to Contractors. Bidders or their authorized agents are invited to be present. Reiection of Proposals Containing Alterations, Erasures or Irregularities Proposals may be rejected if they show any alterations of form, additions not called for, conditional or alternative bids, incomplete bids, erasures, or irregularities of any kind. Any mistakes and their subsequent corrections shall be initialed by the Bidder. The right is reserved to reject any or all Proposals. Disqualification of Bidders More than one proposal from an individual, a firm, a partnership, a corporation, or an association under the same or different names will not be considered. Reasonable ground for believing that any Bidder is interested in more than one Proposal for the work contemplated will cause the rejection of all Proposals in which such bidder is interested. If there is reason for believing that collusion exists among any or all bidders, any or all Proposals may be rejected. Proposals in which the prices obviously are unbalanced may be rejected. 13 FILENAME: GATRANSPORTATION DIVISIONWATOWSC 4181FINAL SPEC PT 2 is. GENERAL DESCRIPTION OF WORK TRAFFIC CONTROL (Not a Bid Item) Traffic control shall conform to the provisions of "Maintenance Work Traffic Control Manual," City of Huntington Beach Public Works Department, December 1997. All costs to. the °Contractor for traffic control shall be included in the contract unit prices paid for the other items of work and shall be considered full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in traffic control. SAWCUT AC (Not a Bid Item) Description - This work shall consist of cutting asphalt to facilitate its removal. Construction - Cutting shall be accomplished by the use of a power driven saw. The depth of cut shall be deep enough to produce a clean, straight break without loosening, cracking, or damaging adjoining asphalt or concrete. Measurement — Measurement of sawcutting shall be by the lineal foot as measured along the plane of the surface cut. Payment - Payment for sawcutting shall be included in the contract unit prices paid for the other items of work and shall be considered full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in cutting pavement as directed by the Public Works Inspector and no additional compensation will be allowed therefor. RECYCLING/DISPOSAL OF CONSTRUCTION DEBRIS (Not a Bid Item) Description — This work shall consist of loading, hauling, recycling and legally disposing of all construction debris, removed paving and vegetation materials. The Contractor is required to salvage, recycle and dispose of all construction waste and shall properly document in writing to the City the amounts and types of all construction waste salvaged, recycled and disposed of, all in compliance with City Code and State Law. The Contractor is encouraged to utilize the services of Rainbow Disposal for disposal of all construction debris. DUST CONTROL AND CLEAN-UP (Not a Bid Item) Description - This work shall consist of furnishing and applying water as required and as may be directed by the Public Works Inspector to control dust that is the result of the Contractor's operations. In addition, this work shall consist of sweeping and washing dirt and dust from streets and/or sidewalks adjacent to the project if said dirt and/or dust is a result of the Contractor's operations. Construction - Construction shall conform to the.provisions of the "Greenbook" Standard Specifications. In addition, the Contractor shall clean adjacent streets by washing or power brooming, as directed by the Public Works Inspector, of any excavated or removed material which may have been spilled, tracked or blown onto adjacent streets or areas. Payment - Payment for dust control and cleanup shall be included in the contract unit prices paid for other items of work and shall be considered full compensation for furnishing all labor, materials, tools, equipment and incidentals for accomplishing the work as specified herein and no additional compensation will be allowed therefor. Construction — The Contractor shall coordinate the removal from the site of all paving, vegetation and any associated debris from the site to a legal refuse disposal site other than a landfill. Those materials that can be salvaged, reused or recycled may be retained or sold by the Contractor. All remaining materials for disposal must be taken to Blue Diamond Recycling located at 18043 Gothard St. Huntington Beach for recycling and diversion of waste from a landfill. The Contractor shall be responsible for all processing and disposal fees. The Contractor is required to submit a report to the Huntington Beach Public Works Department detailing the type and volumes (in tons) of waste generated at the site, type and quantity salvaged reused or recycled by the Contractor, and the quantity hauled to Blue Diamond. This report is required prior to final payment for all work performed in accordance with this contract. Payment —. Payment for disposal of construction debris shall be considered included in the contract unit prices paid for other items of work and shall be considered incidental for accomplishing this work, as specified herein and no additional compensation will be allowed therefor. UNCLASSIFIED EXCAVATION ( Bid Item No.1) Description - This work shall consist of excavating and disposing of existing pavement, base and native material to facilitate pavement repair. Construction - Areas to be excavated and removed will be marked in the Feld by the Public Works Inspector. Depth of excavation shall be as shown on the plans or as directed by the, Public Works Inspector. Contractor shall sawcut pavement in accordance with these specifications around all areas to be removed, prior to the start of any excavation. All excavated materials shall be immediately removed from the site and disposed of at the Contractor's expense at a legal dumpsite. All excavated areas shall be immediately repaired with deep lit AC as specified in these specifications. 2 • 0 Measurement - Measurement of excavation shall be by the cubic yard as determined from tons of replacement material utilized in the repair area as follows. 1 ton of deep lift asphalt concrete = 0.515 cubic yards excavation Asphalt concrete used for feathering, skin patching, leveling course, or overlay shall not be used to determine cubic yards of excavation above. Pa ment - The contract unit price per cubic yard for unclassified excavation shall be considered full compensation for furnishing all labor, materials, tools, equipment, and incidentals, including reestablishment of striping, markings and markers removed or covered as a necessity of performing the work, to accomplish the work as specified herein and no additional compensation will be allowed therefor. 3 • FILENAME: GITRANSPORTATION DIVISIONIKATONASC 418TINAL SPEC PT 3 PART 3 CONSTRUCTION MATERIALS AND GENERAL WORK DESCRIPTION 1. Asphalt Concrete Shall be C2 AR 4000 for full depth construction and fine.sheet mix AR 4000 for skim patch. 2. Laboratory Maximum Density Laboratory Maximum Density tests shall be per Method 2. The correction for oversize material as stated in Test Method No. California 216 shall be replaced with Note 2 or A.S.T.M.D1557. 3. Relative Compaction Wherever relative compaction is specified to be determined by Test Method No. Calif. 216, the relative compaction will be determined by Test Method No. Calif. 216 or 231. The area, as stated in Test Method No. Calif. 231, may be represented by one or more individual test sites. 4. Work to be Performed by Others City forces will perform the, restoration of traffic markings (e.g., striping, arrows, crosswalks, pavement markers). Traffic signal loops will be installed by others. S. Additions to the Standard Specifications - General The Contractor shall perform the following in addition to or in accordance with the Standard Specifications. a. Furnish and maintain lighted barricades and/or delineators during entire project as required. b. Pre -clean all areas to be constructed or adjacent to any paving by self propelled power street sweepers. C. Schedule all paving operations to provide for the least disruption to vehicle traffic through the project limits. 11 d. Notify police, fire and all utility companies 48 hours prior to starting construction. 6. Noise Control a. If the construction site is located adjacent to a residential area, the Contractor shall take all necessary steps to limit the amount of noise emitting from construction equipment used. b. In addition, working hours shall be restricted to between the hours of 9:00 am and 4:00 pm or at the discretion of the Engineer. 7. Bituminous Pavement Removal a. Bituminous pavement removal adjacent to pavement which is to remain in place shall be removed to a neatly trimmed saw -cut edge. All pavement shall be saw -cut, unless approved by the Engineer. The City of Huntington Beach shall only compensate the Contractor for asphalt concrete limits shown on the plans, unless such differences are discussed and agreed to, with the Engineer, prior to construction. b. Sawcuts for pavement removals to install gutter forms shall be made to parallel the gutter edge. 8. Asphalt Concrete Pavement a. Where the pavement width is less than four feet, the Contractor shall use either a Leboy paving machine or spreader box for areas in the streets adjacent to gutters. AC may be placed either by hand spreading or by tractor with spreader box, luted to grade, and rolled. The finished surfaces shall be smooth and uniform, and shall drain the street towards the flowlines. b. Where the pavement width is greater than or equal to four feet, the Contractor shall machine pave the asphalt concrete. . C. No wheel rolling will be acceptable. Prime, tack and seal coats shall be applied in accordance with the Standard Specifications. d. Prime, tack, and seal coats shall be applied in accordance with the Standard Specifications. 9. Removal and Disposal of Materials a. No burning will be permitted. 2 0 • 10. Haulinci of Materials a. In order to protect the City streets from deterioration due to hauling of materials, the Contractor shall submit (prior to pre job meeting) for approval, a proposed route for the hauling of materials for disposal to the Transportation Division of the Department of Public Works. Upon approval, the Contractor shall strictly adhere to that route only, unless written permission is obtained to change the route. b. Materials shall be disposed of offsite, and the Contractor shall pay all charges for loading, hauling, permits, and/or dumping fees. 11. Guarantee a. All work performed in accordance with these plans, standard specifications and special provisions, including, but not limited to, workmanship, installation, fabrications, material and structural, mechanical, or electrical facilities shall be guaranteed for a period of six months, commencing with the filing of the notice of completion and acceptance of the contract by the City, unless specific areas are to be guaranteed as provided in Special Provisions. 12. Payment - General a. Payment for the furnishing of all labor, materials, and equipment necessary to perform all work described or referred to herein at the locations indicated on the plans shall be made. at the contract unit prices bid for the items listed on the Proposal, and no additional compensation will be allowed. Compensation for items of work described but not listed on the Proposal, will be considered to be included in the prices for the listed item. �k7 i CONSTRUCTION METHODS A. GENERAL DESCRIPTION OF WORK The work to be done, in general, consists of cold planing, placement of bituminous pavement; all materials and work is to be inspected by the Engineer B. POSTING APPLICATIONS 1. Application for temporary parking restrictions (posting). This application must be filled out by Contractor and consist of four copies. a. Take the completed forms to the Public Works counter (1st Floor Civic Center), and ask for a Traffic Engineering staff member. b. Take the canary copy to Parking Control (1st Floor Police Building), and give it to Karen Peterson, Parking Control. c. Contractor keeps the goldenrod copy until completion of contract. E. PREDETERMINED SCHEDULES 1. Work shall be performed during weekdays only. 2. No work shall be commenced prior to 9:00 a.m., and must be completed by 4:00 p.m. of each day. All lanes shall be open by 4:00 pm. 3. Streets must be posted at least 24 hours prior to start of work. 4. All work to be completed within 30 working days of start of contract. F. DESCRIPTION OF WORK 302-5.2 Cold Milling Asphalt Concrete Pavement 302.5.2.1 General. Additional widths of cold milling may be required at various locations as determined by the Engineer. The surface of pavement after milling shall be uniformly rough grooved or ridged as directed by the Engineer. The grade shall not deviate from a suitable straight edge by more than 3/8 inch at any point. The contractor shall remove existing asphalt concrete overlay from gutters adjacent to any area specified to be cold milled, as directed by the Engineer. 4 i • 302.5.22 Equipment. The machine used for milling shall meet the following requirements: The milling machine shall be specially designed and built for milling of bituminous pavements without the addition of heat, with the ability to plane portland cement concrete patches in the bituminous pavement. The cutting drum shall be a minimum of 60 inches wide and shall be equipped with carbide -tipped cutting teeth placed in a variable lacing pattern to produce the desired finish. The machine shall be capable of being operated at speeds from 0 to 40 feet per minute. It shall be self-propelled and have the capability of spraying water at the cutting drum to minimize dust. The machine shall be capable of removing the material next to the gutter of the pavement being reconditioned and be designed so that the operator can at all times observe the milling operation without leaving the controls. The machine shall be adjustable for slope and depth and shall deep cut in one pass a maximum of 3 inches without producing fumes or smoke. The Contractor shall provide a smaller machine if required to trim areas inaccessible to the larger machine at manholes, gate valve covers, curb returns, and intersections. The small machine shall be equipped with a 12-inch-minimum- width cutting drum mounted on a chassis allowing it to be positioned without interrupting traffic or pedestrian flow. 302-5.2.3 Removal and Disposal of Material. During the milling operation, the Contractor shall sweep the street with mechanical equipment and remove all loosened material from the Project site until completion of the removal work. The removal crew shall follow within 50 feet of the milling machine unless otherwise directed by the Engineer. The Contractor shall take all necessary measures to avoid dispersion of dust. All material removed shall be considered property of the Contractor and shall be disposed of by the Contractor at its expense. 213-2 Geotextiles 213-2.1 General. This section applies to nonwoven and woven geotextiles. Nonwoven geotextiles shall be needle punched or needle entangled and shall consist of long chain polymeric filaments of polypropylene, polyester, or nylon. The fabric shall be a stable network of fibers which retain their positions relative to each other. Heat bonding on one side is acceptable. 5 • i 213-2.2 Physical Properties. Nonwoven and woven geotextiles shall meet the requirements for the type indicated in the appropriate table. TABLE 213-2.2 (A) NONWOVEN Type1 PROPERTY TEST REFERENCE 90N 18ON 250N Grab Strength2 ASTM D 4632 90 180 250 lbs., Min. Elongation, ASTM D 4632 50 50 50 Minimum (at peak load) %, Min. Puncture ASTM D 3787 45 80 115 Strength, lbs., Min. Permit ASTM ASTM D 4491 0.7 0.7 0.7 Sec.1, Min Burst Strength, ASTM D 3786 180 320 360 Psi, Min. Toughness, % Elongation x 5,500 10,000 14,000 lbs.. Min. Grab Strength Ultraviolet Resist. ASTM 0 4355 70 70 % Strength 70 Retained @ 500 Weatherometer Hours' 1. N=Nonwoven 2. Minimum roll average in the weakest principal direction. 213-2.3 Identification. Geotextiles shall be furnished in rolls wrapped with protective covering to protect them against ultraviolet radiation and abrasion. Torn wrappers shall be repaired within 48 hours, using an approved protective covering. Each roll of fabric shall be marked or tagged to identify the manufacturer, type length, width, and production identification number. 213-2.4 Sampling and Test Compliance. Sampling and testing shall conform to the requirements of 213-1.3. 213-2.5 Storage and Handling. Storage and handling shall conform to the requirements of 213-1.4. R 0 300-10.1.1 Geotextiles for subgrade enhancement shall be placed as directed by the Engineer. 300-10.1.3 Payment — Payment for geotextiles.shall be considered included in the contract unit prices paid for other items of work and shall be considered incidental for accomplishing this work, as specified herein and no additional compensation will be allowed therefor. 203-6 Asphalt Concrete 203-6.2 Materials 203-6.2.1 Asphalt. The asphalt binder to be mixed with the aggregate shall be paving asphalt or liquid asphalt conforming to 203-1 or 203-2 and the grade shall be specified by the Agency or its representative. 302-5.5 Distribution and Spreading. At the time of delivery to the Work site, the temperature of mixture shall not be lower than aft or higher than 320OF I the lower limit to be approached in warm weather and the higher in cold weather. Asphalt concrete shall not be placed when the atmospheric temperature.is below 40OF or during .unsuitable weather. The asphalt concrete shall be evenly spread upon the subgrade or base to such a depth that, after rolling, it will be of the specified cross section and grade of the course being constructed. The depositing, distributing, and spreading of the asphalt concrete shall be accomplished in a single, continuous operation by means of a self-propelled mechanical spreading and finishing machine designed specially for that purpose. The machine shall be equipped with a screed or strike -off assembly capable of being accurately regulated and adjusted to distribute a layer of the material to a definite predetermined thickness. When paving is of a size or in a location that use of a self-propelled machine is impractical the Engineer may waive the self- propelled requirements. Asphalt concrete of the Class indicated in the following table shall be laid in courses not exceeding 6 inches in thickness. TABLE 302-5.5 (A) Specified Total Thickness of Pavement Greater But Not Than More Than Inches Inches Minimum Class Number Of Of Mixture Courses 7 0 1 1 D1 or D2 1 1 1/2 1 C1 or C2 1 1/2 4 1 C11 C2 or B as directed 4 -- 2 C1, C2 or B as directed Spreading, once commenced, must be continued without interruption. No greater amount of the mixture shall be delivered in anyone day than can be properly distributed and rolled during that day. Successive courses may be laid upon previously laid courses as soon as the previous course has cooled sufficiently to show no appreciable displacement under equipment load. The asphalt concrete surface of an alley shall be warped up to meet paved driveways which are 6 inches or less above grade. Such warping shall not extend more than 18 inches into the alley and shall be accomplished by thickening the pavement. 302-6.6 Rolling 302-5.61 General. Asphalt concrete shall be thoroughly. compacted by rolling. The number of rollers used with each paving operation shall not be. less than specified below: TABLE 302-5.6.1 A Rollers Required Compacted Thickness Tons Placed per Hour 1 1/2" More Than or Less 1 112" Less than 100 1 1 100 to 200 2 2 201 to 300 3 2 More than 300 4 3 Self-propelled compacting rollers shall meet the following criteria: 1) Three -axle tandems, two -axle tandems; and three -wheeled rollers used for breakdown rolling shall be of such weight that the compression load on the drive wheels is at least 325 pounds per inch of tire width. 2) Vibratory rollers used for breakdown or intermediate rolling have a compactive effort of not less than a dynamic force of 21,000 pounds. I 0 • 3) Two -axle tandem rollers used for intermediate and finish rolling shall weigh not less than 8 tons. 4) Pneumatic -tired rollers used for intermediate rolling shall be the oscillating type having a width of not less than 4 feet and equipped with pneumatic -tires of equal size and diameter, having treads satisfactory to the Engineer. Wobble - wheel rollers will not be permitted. The tires shall be so spaced -that the gap between adjacent tires will be covered by the tread of the following tire. The tires shall be inflated to 90 psi or such lower pressure as designated by the Engineer, and maintained so that the air pressure will not vary more than 5 psi from the designated pressure. Pneumatic -tired rollers shall be so constructed that the total weight of the roller can be varied to produce an operating weight per tire of not less than 2,000 pounds. The total operating weight of the roller shall be varied as directed by the Engineer. A two -axle tandem roller, weighing at least 5 tons may be used when the areas to be paved are not to be subjected to vehicular traffic and when theasphalt is placed in these areas at a rate less than 100 tons per hour. Other rollers may be used subject to prior approval by the Engineer. As soon as the layer of asphalt concrete has been placed, it shall be thoroughly compacted by rolling Except when compacting lifts greater than 4 inches in compacted thickness, rolling shall be commenced along the lower edge of the area to be rolled and continued until the edge is thoroughly compacted, after which the roller shall be gradually advanced to the crown point, both sides being rolled in like manner. Rolling shall be continued until the pavement layer has become thoroughly compacted throughout and is true to grade and cross section. For lifts greater than 4 inches in compacted thickness, rolling shall be commenced in the middle of the mat, after which the roller shall be gradually advanced to both edges. The roller should be advanced to a supported edge first, if applicable. Rolling of an unsupported edge should be delayed as long as possible, provided the required densities are obtained after the completion of the finishing rolling. All rollers must be maintained in good mechanical condition, and those. that cannot be driven along a straight path or operated without jerking, shall not be used. No leakage of petroleum products from any roller shall be allowed to come in contact with pavement being constructed, nor shall any roller be permitted to stand motionless on any portion of the work. The surfaces of all roller wheels shall be treated with sufficient water to prevent the pickup of bituminous materials, but under no circumstances shall the quantity of water used be detrimental to the surface of the pavement being rolled. 0 • - • 302-5.6.2 Density and Smoothness. Upon completion, the pavement shall be true to grade and cross section. When a 10-foot straightedge is paid on the finished surface parallel to the centerline of the roadway, the surface shall not vary from the edge of the straightedge more than 1/8 inch, except at intersections or at changes of grade. Any areas that are not within this tolerance shall be brought to grade immediately following the initial rolling. However, if the paving material has been cooled below the lower limits of the spreading temperatures prescribed in 302-5.5, the surface of the pavement shall be brought to a true grade cross section by removing the paving material in the area to be repaired, by an approved method, to provide a minimum laying depth of "1 inch of the new pavement material at the join line. Repairs shall not be made to pavement surfaces by feather edging at joins. The compaction after rolling shall be 95 percent of the density obtained with the California Kneading Compactor per Calif. Test 304. The field density of compacted asphalt concrete shall be determined by: 1) A properly calibrated nuclear asphalt testing device in the field, or 2) ASTMD 1.188 when slabs or cores are taken for laboratory testing. Zinc stearate may be substituted for paraffin. In case of dispute, method 2) above shall be used. 302-5.9 Measurement and Payment. When payment is to be made on a tonnage basis, the Contractor shall furnish to the Engineer at the time of delivery of the material to the job site a legible copy of a licensed weigh master's certificate showing gross, tare, and net weights of each truckload of asphalt concrete mixture. Failure of the Contractor to provide a certificate to the Engineer by the end of the day on which the material represented by such certificate is delivered to the job site may, at the discretion of the Engineer, result in the forfeiture of all payment for such material, including any labor and equipment costs included in the price for furnishing and placing the asphalt concrete. When an automatic batching system is used, the licensed weighmaster's certificate may show only the net weight of material in the truck load. These certificates may be signed by a representative of the Engineer at the plant as well as .the project site. These certificates will be used as the basis of payment. If steel slag aggregates are used to make asphalt concrete, and if the specific gravity of a compacted stabilometer specimen is in excess of 2.40, the actual weight of the asphalt concrete shall be adjusted for payment purposes. The stabilometer specimen will be fabricated in accordance with the procedures in Calif. Test 304 and the specific gravity of the specimen will be determined in 10 • accordance with Calif. Test 308, Method C. The adjusted pay quantity will be determined by multiplying the actual weight of each by 2.40 and dividing the result by the specific gravity of the compacted stabilometer test specimen. Such adjustment will be applied by the Engineer as often as is necessary to ensure accurate results. 11 FILENAME: G:\TRANSPORTATIONWATONSC 418WST OF INTERSECTIONS - SKIM PATCH LIST OF INTERSECTIONS - SKIM PATCH AREA #1 SQUARE FEET OF ASPHALT SKIM PATCH N/B ADV N/B PRES S/B ADV S/B PRES E/B ADV E/B PRES W/B ADV W/B PRES SUBTOTAL 1 BOLSA CHICA @ BOLSA 180 180 71 GOTHARD @ MCFADDEN 1320 1320 TOTAL 1500 AREA #2 SQUARE FEET OF ASPHALT SKIM PATCH N/B ADV N/B PRES S/B ADV S/B PRES E/B ADV E/B PRES W/B ADV W/B PRES SUBTOTAL 5 ALGONQUIN WARNER 1930 1930 16 BOLSA CHICA WARNER 324 324 102 GREENTREE @ WARNER 228 700 780 1708 47 GRAHAM 0 WARNER 1605 1605 24 SPRINGDALE WARNER 1302 1302 103 NEWLAND @ HEIL 290 290 32 GOLDENWEST HEIL 500 986 1486 27 SPRINGDALE HEIL 600 600 31 BOLSA CHICA HEIL 800 800 9 GOLDENWEST WARNER 720 720 67 G,W. 0 NORMAILYDIA 240 600 735 1575 25 GOTHARD @ WARNER 400 400 79 NICHOLS WARNER 3451 345 TOTAL 13085 • • LIST OF INTERSECTIONS - SKIM PATCH AREA #3 SQUARE FEET OF ASPHALT SKIM PATCH N/B ADV N/B PRES S/B ADV S/B PRES E/B ADV E/B PRES W/B ADV W/B PRES SUBTOTAL 62 NEWLAND @ ELLIS 936 220 1156 82 MAIN @ ELLIS 750 750 81 FLORIDA @ MAIN 660 660 12 BROOKHURST @ GARFIELD 152 152 64 BUSHARD @ YORKTOWN 1300 1300 83 NEWLAND @ YORKTOWN 1434 1434 TOTAL 5452 AREA #4 SQUARE FEET OF ASPHALT SKIM PATCH N/B ADV N/B PRES S/B ADV S/B PRES E/B ADV E/B PRES W/B ADV W/B PRES SUBTOTAL 13 BUSHARD ADAMS 420 420 14 MAGNOLIA ADAMS 510 510 48 NEWLAND ADAMS 75 75 86 DELAWARE ADAMS 551 551 65 BUSHARD 0 INDIANAPOLIS 1323 864 2187 35 MAGNOLIA a INDIANAPOLIS 440 265 705 88 NEWLAND INDIANAPOLIS 200 1326 210 220 840 2796 78 NEWLAND a ATLANTA 1308 169 775 2252 36 MAGNOLIA ATLANTA 1675 1675 18 BROOKHURST HAMILTON 1258 1258 54 BUSHARD @ HAMILTON 567 567 TOTAL 12996 GRAND TOTAL 33033 • 0 FILENAME: G:%TRANSPORTATIONIKATONSC 418%LIST OF INTERSECTIONS - FULL DEPTH AC LIST OF INTERSECTIONS o FULL DEPTH AC AREA #1 SQUARE FEET OF FULL DEPTH ASPHALT CONCRETE N/B ADV N/B PRES S/B ADV S/B PRES E/B ADV E/B PRES W/B ADV W/B PRES SUBTOTAL 17 BOLSA CHICA @ EDINGER 1639 1639 71 GOTHARD @ MCFADDEN 384 384 50 GOTHARD CENTER 1942 1942 104 ONE PACIFIC @ CENTER 6001 1 1 1600 73 G.W. @ G. W. COLLEGE 1 270 .15301 1 1800 TOTAL 6365 AREA #2 SQUARE FEET OF FULL DEPTH ASPHALT CONCRETE N/B ADV N/B PRES S/B ADV S/B PRES E/B ADV E/B PRES W/B ADV W/B PRES SUBTOTAL 5 ALGONQUIN WARNER 840 840 16 BOLSA CHICA WARNER 338 338 47 GRAHAM WARNER 855 798 1653 24 SPRINGDALE WARNER 688 774 1 1462 29 EDWARDS @ WARNER 612 1785 2397 9 GOLDENWEST 0 WARNER 645 1460 2105 67 G.W. @ NORMA/LYDIA 0 25 GOTHARD @ WARNER 868 815 2496 4179 6.9 NEWLAND @ SLATER 3751 1 375 TOTAL 13349 0 LIST OF INTERSECTIONS - FULL DEPTH AC AREA #3 SQUARE FEET OF FULL DEPTH ASPHALT CONCRETE N/B ADV N/B PRES S/B ADV S/B PRES E/B ADV E/B PRES W/B ADV W/B PRES SUBTOTAL 82 MAIN @ ELLIS 689 689 12 BROOKHURST @ GARFIELD 1670 360 2030 38 BROOKHURST @ YORKTOWN 2140 2140 64 BUSHARD @ YORKTOWN 400 400 TOTAL 1 5259 AREA #4 SQUARE FEET OF FULL DEPTH ASPHALT CONCRETE N/B ADV N/B PRES S/B ADV S/B PRES E/B ADV E/B PRES W/B ADV W/B PRES SUBTOTAL 3 BROOKHURST ADAMS 770 770 13 BUSHARD @ADAMS 240 240 14 MAGNOLIA QADAMS 663. 663 89 COLDWATER ADAMS 4321 432 37 BROOKHURST @ INDIANAPOLIS 448 448 36 MAGNOLIA @ ATLANTA 646 646 34 BROOKHURST @ ATLANTA 714 1820 2534 18 BROOKHURST 0 HAMILTON 1215 800 1770 3785 54 BUSHARD @ HAMILTON 775 775 TOTAL 10293 GRAND TOTAL 35266 0 • 0 is CITY OF HUNTINGTON BEACH PUBLIC WORKS DEPARTMENT STANDARD SPECIAL PROVISIONS FOR THE CONSTRUCTION OF TRAFFIC SIGNALS AND LIGHTING SYSTEMS IN THE CITY OF HUNTINGTON BEACH 2001 EDITION APPROVED BY: Tom Brohard, . Transportation Manager Date R.C.E. C24577, R.T.E. TR 724 • 0 STANDARD SPECIAL PROVISIONS FOR THE CONSTRUCTION OF TRAFFIC SIGNALS AND STREET LIGHTING WN THE CITY OF HUNTINGTON BEACH 2001 EDITION Installation of new or modification of existing traffic signal systems, lighting systems and Emergency Vehicle Pre-emption equipment shall conform to the provisions in Section 86, "Signals, Lighting and Electrical Systems" of the Standard Specifications, and the Standard Plans of the State of California, Department of Transportation dated July, 1992, applicable sections of the National Electrical Code, current City of Huntington Beach Standard Plans, the plans and these Special Provisions. The City of Huntington Beach Transportation Manager shall be the sole arbiter of the prevailing specification should a conflict arise between Section 86 of the Standard Specifications and the Standard Plans of the State of California, Department of Transportation, the National Electrical Code, current City of Huntington Beach Standard Plans, the plans, and these Special Provisions. Such other items or details not mentioned, that are required by the plans, Caltrans Standard Specifications, Caltrans Standard Plans, the National Electrical Code, current City of Huntington Beach Public Works Department Standard Plans, or these Special Provisions shall be performed, placed, constructed or installed to provide a totally functioning operation as intended. The contractor shall supply all materials and equipment necessary to perform the work as specified herein unless noted otherwise on the plans or in the contract Bid Schedule. The following items are modifications to specific portions of Section 86, "Signals, Lighting and Electrical Systems" of the July 1992, Standard Specifications and Standard Plans of the Department of Transportation (Caltrans) of the State of California. 86-1.015 Definitions The following terms and definitions shall be added to §86-1.015: The city shall be defined as the City of Huntington Beach. The Engineer shall be defined as the City of Huntington Beach Transportation Manager or his representative. . Page 3 Huntington Beach Traffic Signal and Lighting Systems Standard Special Provisions 2001 Edition The phrases "State owned," "State furnished," or "State supplied" (and similar terms) shall mean City of Huntington Beach owned, City of Huntington Beach furnished, or City of Huntington Beach supplied unless noted otherwise on the plans. The phrase "Or approved equal" shall mean City of Huntington Beach approved equal. 86-1.03 Equipment List and Drawings The following shall be added to §86-1.03: One complete set of project plans and these Special Provisions shall be kept on the job site at all times, to be used as record drawings. Throughout the duration of the contract work, it shall be the responsibility of the Contractor to maintain a currently updated record of all construction changes and variations from the contract drawings. Two complete sets of "Record Drawings" prints shall be delivered to the Transportation Manager, 2000 Main Street, Huntington Beach, CA 92648, upon completion of the work. The contractor shall keep at least one copy of the 1992 Caltrans Standard Plans and Standard Specifications and these Standard Special Provisions on the job site at all times. 86-1.04 Warranties, Guarantees and Instruction Sheets §86-1.04 shall be amended to read: Materials lists, manufacturer's data, warranties, guarantees, brochures, technical data, operating manuals, etc., shall be labeled and identified, and shall be submitted in bound booklet form! prior to acceptance of the project. 86-1.05 Maintaining Existinq and Temporary Electrical Systems The first sentence of the sixth paragraph shall be amended to read as follows: Where damage is caused by the Contractor's operations, the Contractor shall, at his expense, repair or replace damaged facilities within twenty-four hours in accordance with these Special Provisions. The following shall be added to §86-1.05: The contractor shall notify the Transportation Manager or his designated representative, forty-eight hours in advance of any required operational shut- down of a traffic signal, or one week in advance of any required traffic signal timing revisions. Page 4 Huntington Beach Traffic Signal and Lighting Systems Standard Special Provisions 2001 Edition 86-1.06 Scheduling of Work The ninth paragraph shall be amended to read as follows: Functional tests shall start on any working day except Friday, or the day preceding or following a legal holiday, between 9:00 a.m. and 1:00 p.m. The following shall be added to §86-1.06: The initial turn -on shall be made between 9:00 a.m. and 12:00 p.m., noon, unless specified otherwise in writing by the Transportation Manager. Prior to turn -on, all equipment as shown on the plans shall be installed and operable including pedestrian signals, pedestrian push buttons, vehicle detectors, lighting, signs, and pavement delineation. All louvers, visors, and signal faces shall be directed to provide maximum visibility. 86-2.01 Excavating and Backfilling The following shall be. added to §86-2.01: Conduit runs shall be shaded with one foot of sand backfill or as directed by the Engineer. Backfilling in roadway areas shall be with one -sack Portland Cement Concrete (P.C.C.) slurry to bottom of roadway surfacing material unless otherwise directed by the Engineer or shown on the plans. Backfill in all trenches and pull box sumps not in roadway areas shall be compacted to 90% Relative Compaction unless directed otherwise by the Engineer. 86-2.02 Removing and Replacing_ Improvements The second paragraph shall be amended to read as follows: Whenever a part of a square or slab of existing concrete sidewalk, curb, gutter, or driveway is broken or damaged, the sidewalk, curb, gutter, or driveway shall be removed completely from score line to score line. Sidewalk shall be replaced per the City of Huntington Beach Standard Plan No. 217. Driveways shall be replaced per the City of Huntington Beach Standard Plan No. 209. Portland Cement Concrete (P.C.C.) shall conform to §303-5 of the latest Standard Specifications for Public Works Construction (commonly referred to as the "Green Book"). Improvements shall be installed per the latest City of Huntington Beach Public Works Department Standard Plans. Signal and lighting systems Page 5 Huntington Beach Traffic Signal and Lighting Systems Standard Special Provisions 2001 Edition pole bases to be removed shall be replaced with one -sack P.C.C. slurry unless specified otherwise on the plans. 86-2.03 Foundations The third paragraph shall be amended to read as follows: Structures,. foundations for posts, standards and pedestals, shall have mortar pads and be placed "in the solid" and monolithic except for the top two -inches which shall be placed after the post, standard or pedestal is in proper position. The following shall be added to §86-2.03: The contractor shall construct the cabinet foundations as shown on Caltrans Standard Plan ES-413 for Type 332 cabinets and Caltrans Standard Plan ES-2E for Type III electrical service cabinets, including furnishing and installing anchor bolts, (except the foundations shall extend 12" above grade and two feet below grade and not as shown on the standard plans) and the cabinets shall be installed on said foundations, unless shown otherwise on the plans. A ground electrode, stainless steel (for radio interference suppression purposes only), shall be installed toward the rear of the cabinet foundation and in the general vicinity of the cabinet door hinge. This electrode shall not be connected to any electrical circuit -grounding conductor and shall be placed in a one -inch PVC sleeve. 86-2.05 Conduit 06-2.05A Material The first paragraph shall be amended to read: All new buried conduit, except as noted on the plans, shall be Schedule 80 rigid non-metallic type conforming to UL Publication UL651 for rigid non-metallic conduit. Non-metallic bell end bushings, Carlon plus E997J or approved equal, are to be placed on the terminating ends of all conduits prior to installing the conductors. 86-2.05B Use The third paragraph, item number six, shall be amended to read: Not otherwise specified shall be 2.5-inch. Page 6 Huntington Beach Traffic Signal and Lighting Systems Standard Special Provisions 2001 Edition 86-2.05C Installation The eighth paragraph shall be supplemented with the following text: Conduits for fiber optic cable shall utilize maximum 45 degree sweeps. The eleventh paragraph shall be amended to read: A No. 1.2 copper pull wire shall be installed in all conduits, which are to receive future conductors. At least two feet of pull wire shall be doubled back into the conduit at each termination. The thirteenth paragraph shall be amended to read: Conduit shall be laid to a depth not less than 18 inches or greater than 36 inches below grade in P.C.C. sidewalk areas and curbed paved median areas, and not less than 30 inches below grade or greater than 48 inches below finished grade in all other areas, unless shown otherwise on the plans. The sixteenth paragraph shall be amended to read: The "Trenching in Pavement Method" is disallowed in the City of Huntington Beach unless previously authorized in writing by the Transportation Manager for the individual installation location as shown on the plans. The following conduit installation methods shall be the approved installation methods unless noted otherwise on the plan: Conduit shall be installed using drilling or jacking methods, except in the following situations: 1. Conduit may be installed using mechanical trenching methods if the conduit is to be installed in a new street that has not been paved prior to conduit trenching. 2. Conduit may be installed via manual trenching methods in an existing paved street if: a. Jacking or drilling methods have been tried three times and subsurface conditions have prevented the successful installation of conduit. b. The inspector has determined that underground conditions or underground utilities make the use of jacking or drilling methods unsafe. If this condition is applied, manual -trenching methods will be acceptable. No machine trenching method will be allowed, unless otherwise approved in writing the Transportation Manager. . Page 7 Huntington Beach Traffic Signal and Lighting Systems Standard Special Provisions 2001 Edition The twenty-seventh paragraph shall have these additional requirements: Conduit entering -pull boxes shall terminate a minimum of 2" above the bottom of the pull box and not less than 8" from the top of the pull box, except for fiber optic installations. Fiber.optic conduit shall enter the #6(E) pullbox from the side and shall be kept a minimum of 2" above the bottom of the pull box. The conduit shall be placed in a manner that facilitates pulling of conductors in a straight line and clearing box wall by 2 (angle of exit). 86-2.06 Pull Boxes 586-2.06A Materials The first paragraph shall be amended to read: All new pull boxes shall be plastic, except where noted otherwise on the plans. All new pull box extensions shall be plastic, except where noted otherwise on the plans. All new pull box lids shall be plastic, except where noted otherwise on the plans. All new pull boxes shall be No. 6 unless noted otherwise on the plans. New pull boxes and pull box lids shall be the following Christy Concrete Products, Inc., or approved equal: Pull Box Size Pull Box (Christy Concrete Products, Inc., Catalog No.) Pull Box Lid (Christy Concrete Products, Inc., Catalog No.) 3-1/2 FL9 FL9D 5 FL30 FL300 6 FL36 FL36D Extension for 6 FL36X8 (n/a) TRAFFIC RATED PULL BOXES 3-1/2 B 1017 B 1017-61 JH 5 B1324 B1324-61JH 6 B 1730 B 1730-51 J H Extension for 6 B1730X12 (n/a) Traffic rated pull box covers shall be double hot dip galvanized. 86-2.06B Cover Marking Caltrans Standard Plan ES-8, "Pull Box Details," Note 4-a.5 and b.10, shall not be used. Page 8 Huntington Beach Traffic Signal and Lighting Systems Standard Special Provisions 2001 Edition 86-2.06C Installation and Use The second paragraph shall be amended to read: All new pull box installations shall be grouted. The pull boxes shall be bedded in crushed rock as shown on the plans and shall be grouted prior to the installation of conductors. The grout shall be between 0.5-inch and one -inch thick and shall be sloped toward the drain hole. A layer of roofing paper shall be placed between the grout and the crushed rock sump. A one -inch drain hole shall be provided in the center of the pull box through the grout and the roofing paper. The third paragraph shall be amended to read: Where the sump of an existing pull box is disturbed by the contractor's operations, the sump shall be reconstructed and, if the sump was grouted, the old grout shall be removed and new grout placed. Where the sump of an existing non -grouted pull box is disturbed by the contractor's operations, the sump shall be reconstructed and new grout and roofing paper shall be placed as described above. The following shall be added to §86-2.06C: No new or existing pull box shall be located in or within one foot of any wheelchair ramp. Pullboxes for fiber optics shall be #6(E). 86-2.08 Conductors The following shall be added to §86-2.08: Emergency vehicle pre-emption (EVP) cable shall be continuous, without splices, from optical detector to controller cabinet. It shall be tagged with a numbered label indicating the phase and direction. The manufacturer shall submit a Certificate of Compliance conforming to the provisions in §6-1.07, "Certificates of Compliance," with each type of cable to be used on a project. Page 9 Huntington Beach Traffic Signal and Lighting Systems Standard Special Provisions 2001 Edition 86-2.08D Signal Cable The following shall be added to §86-2.08D: The insulation color for bicycle push button conductors shall be identical to the corresponding pedestrian push button color as specified for 28-Conductor Cable. 86-2.08E Signal Interconnect Cable The first sentence of the first paragraph shall be amended to read: Signal Interconnect Cable (SIC) shall consist of AWG No. 22 (minimum) stranded, copper conductors with the number of pairs as specified on the plans (twelve pairs minimum). The third paragraph shall be amended to read: SIC shall be continuous between traffic signal controller cabinets without breaks or splices. A minimum of six feet of slack shall be provided at each controller cabinet and a minimum of three (3) feet of slack shall be provided at each pull box.... The fourth paragraph shall be deleted from §86-2.08E. The following shall be added to §86-2.08E: The ends of the unused signal interconnect conductors in the cabinet shall be folded back and taped securely to the cable. 86-2.09 Wiring 86-2.09B Installation The following shall be added to §86-2.09B: Install from the controller. cabinet, one -conductor cable to each corner main pole! junction box. Label the 28-conductor cable at each main pole by corner (ex. NW, NE, SW, SE) at the controller cabinet. The junction box shall be mounted with' the side mounted signal vehicle indication. The 28-conductor cable shall extend, with its full sheath two inches into the junction box. From each main pole junction box, one 12 and one three -conductor cable shall be installed to each of the Type 1 poles, unless shown otherwise on the plans. From all signal heads, safety lights and Internally Illuminated Street Name Signs (IISNS) to the junction box, install new #14 THHN / THWN. • Page 10 Huntington Beach Traffic Signal and Lighting Systems Standard Special Provisions 2001 Edition 86-2.09C Connectors and Terminals The following shall be added to §86-2.09C: Compression -type terminals (spade or eyelet) shall not. be permitted for termination on solid conductors. 86-2.09D Splicing §86-2.09D shall be amended to read: Unless shown otherwise on the plans or permitted by the Transportation Manager, splices in traffic signal conductors shall not be made between terminal blocks. Splices in street lighting (multiple circuit) conductors shall be made in the base of the standard or adjacent pull box. Splices in intersection safety lighting conductors shall be made in the junction box. Splices in lighting conductors shall conform to §86-2.09E and Caltrans Standard Plan ES-13. Splices shall be insulated by Method B for Hand-crafted Insulation. 86-2.10 Bonding and Grounding Add the following after the second sentence of the first paragraph to read: The jumper size shall be increased to match the load or the circuit breaker size, or shall be as shown on the plans, whichever is greater. The first sentence of the sixth paragraph shall be amended to read: For equipment grounding purposes in all non-metallic type conduits, a No. 6 copper wire shall be run continuously in circuits used for series lighting, and a No. 8, minimum, copper wire shall be run continuously in all other circuits. Add the following after the first sentence of the sixth paragraph to read: The bonding wire size shall be increased to match the circuit breaker size, or shall be as shown on the plans, whichever is greater. The second sentence of the seventh paragraph shall be amended to read: Ground electrodes shall be one piece, 10-foot length, 5/8-inch nominal diameter stainless steel and meet the requirement of the Code. The ground electrodes shall be installed in a one -inch PVC sleeve through concrete areas. Page 11 Huntington Beach Traffic Signal and Lighting Systems Standard Special Provisions 2001 Edition 86-2.11 Service The following shall be added to §86-2.11: Traffic signal service equipment enclosures shall be furnished with the following unless shown otherwise on the plans: 1. 50 amp breaker for traffic signals (120V metered). 2. 30 amp breaker for safety lighting (120V unmetered). 3. 20 amp breaker for internally illuminated street name sign (120V metered). 4. 15 amp breaker for control circuit. 5. Safety lighting contactor, (GE Model No. CR353AD2BA1) and test switch. 6. 3 - #2 AWG copper service conductors shall be installed by the contractor from the SCE hand hole to the service pedestal. The eighth paragraph .shall be amended to read: Service equipment enclosures shall be fabricated from stainless steel and conform to the requirements of §86-3.07A, "Cabinet Construction." Service equipment enclosures shall be provided with a method of securing the enclosure utilizing a padlock. With a City -furnished padlock in place, it shall not be possible to force entry into the enclosure by hand without the use of tools. Service enclosure shall conform to City of Huntington Beach Standard Plan No. 402, unless shown otherwise on the plans. Standard traffic signal installations will utilize the service pedestal for traffic signals as shown in City of Huntington Beach Standard Plan No. 402 unless shown otherwise on the plans. The eleventh paragraph shall be amended to read: For privately funded traffic signal projects, the Contractor shall be responsible for applying for and arranging with.the serving utility to complete service connections for both temporary and permanent installations, and the contractor shall pay all costs and fees required by the utility. For lighting system projects, the City shall be responsible for applying for and arranging with the serving utility to complete service connections for both temporary and permanent installations, and the contractor shall pay all costs and fees required by the utility. The twelfth paragraph shall be amended to read: All costs of all electrical energy utilized until the successful completion of the functional testing period(s) for new lighting and/or traffic signal systems shall be the contractor's responsibility. Upon the successful completion of the functional testing period(s) the subsequent costs of all electrical energy utilized to operate the newly installed system shall be the responsibility of the City. Page 12 Huntington Beach Traffic Signal and Lighting Systems Standard Special Provisions 2001 Edition The fourteenth paragraph shall be deleted from this section. 86-2.14 Testing 86-2.14A Materials Testing The following shall be added to §86-2.14A: For City funded or administered projects, the City will be responsible for the costs of the initial soil and geotechnical material tests. The costs of all subsequent soil or geotechnical material tests deemed necessary due to the failure of the initial tests shall be the responsibility of the contractor. The contractor shall be responsible for the costs of all soil and geotechnical materials testing for privately funded projects, as required by the Engineer. The second sentence of the first paragraph shall be amended to read: The costs of all equipment and materials testing, except as noted otherwise in this section, shall be the contractor's responsibility. The fourth paragraph shall be amended to read: The Contractor shall allow 30 days for material and equipment testing from the date the material or equipment is delivered to the test site. When the equipment or material being tested has been rejected for failure to comply with these specifications, the contractor shall allow 30 days for subsequent retesting. The retesting period shall begin when the corrected equipment or materials are made available at the test site. The sixth paragraph shall be amended to read: It is the contractor's responsibility to pick up and deliver all required materials and equipment to and from the point of purchase, the test site, and the work site. The. City shall not be responsible for pick up or delivery of any materials or equipment unless noted otherwise on the plans or in these specifications. The contractor shall notify the City 24-hours in advance to pickup any city -supplied materials or equipment. The contractor shall be responsible for all damage, loss, or theft of any city -supplied materials or equipment from the time of pickup to the acceptance of the construction. Page 13 Huntington Beach Traffic Signal and Lighting Systems Standard Special Provisions 2001 Edition 86-2.14C Functional Testing The first sentence of the fifth paragraph shall be amended to read: The City shall be responsible for the costs of electrical energy for testing of modified, city -owned lighting and traffic signal systems. The following shall be added to §86-2.14C: The contractor shall, at his own expense, arrange to have a signal technician, qualified to work on the controller assembly and employed by the controller assembly manufacturer or his representative, present at the time the equipment is turned on, unless the controller cabinet is supplied by the City. 86-3 Controller Assemblies 86-3.01 Controller Assembly The following shall be added to §86-3.01: The following items shall be furnished as a complete package: Caltrans Model 170E Micro Processor Intersection Controller Unit Assembly, supplied with a Serial Extender Board. The controller assembly shall be configured and jumpered to have all Random Access Memory (RAM) and Programmable Read Only Memory (PROM's) on the Central Processor Unit (CPU) circuit board (configuration No. 2 in the Caltrans Model 170E Operations Manual). The serial extender board shall access ACIA Port No. 4 (COM 4) and shall provide a db 9 (female) plug on the face plate of the serial extender board. The db 9 plug shall be configured for standard IEEE RS232C serial port operations. The removable circuit boards within the intersection controller unit assembly shall be installed individually in a vertical plane, parallel to one another. The Model 170E controller unit assembly and the serial extender board shall comply with the latest Caltrans . Model 170 controller specifications and addendums No. 5 and 6, and the Caltrans letter of understanding dated January 13, 1993. Only manufacturers listed on the current Caltrans Qualified Products List shall be allowed to provide the controller assembly with serial extender board. The current Caltrans Qualified Products List shall be provided prior to controller unit assembly acceptance. • � Page 14 Huntington Beach Traffic Signal and Lighting Systems Standard Special Provisions 2001 Edition 86-3.05 Controller Assembly Testing The second sentence of the second paragraph shall be amended to read: A Certificate of Compliance with the approved procedure and a test report signed by a responsible managing employee shall accompany each controller assembly submitted to City for acceptance prior to installation and functional testing in its final location. 86-3.07 Controller Cabinets The following shall be added to §86-3.07: Unless otherwise shown on the plans, a Type 332 cabinet shall be furnished with vehicle detector connecting cables, conflict monitor and all appurtenant equipment (including load switches, detector amplifiers, light with dual door switches, drawer shelf, detector test panel, and 12-pair communication panel) necessary to operate as intended per the plans. The preferred manufacturers are McCain or Synchronex, Inc. New cabinets shall be equipped with a Clary Signal Power model 1000SR (rack - mounted) Uninterruptible Power Supply (UPS) or approved equivalent. 86-3.07A Cabinet Construction The following shall be added to §86-3.07A: Cabinet shall be aluminum. 86-3.0713 Cabinet Ventilation The first paragraph of §86-3.07B shall be amended to read: Rain tight, screened ver permanent metal mesh place to permit the fan to cabinet door. 86-3.07D Cabinet Assessories it holes shall not be provided. Louvered vents with a and 4-ply woven polypropylene air filter held firmly in pass the volume of air specified shall be provided in the The following shall be added to §86-3.07D: Labels on detectors and detector cables shall correlate controller phase designations with phase designations shown on the plans. Page 15 Huntington Beach Traffic Signal and Lighting Systems Standard Special Provisions 2001 Edition 86-3.08 Auxiliary Equipment 86-3.08130) Emergency Vehicle Pre-emption Equipment The following should be added to §86-3.088(1): The Contractor shall .furnish, label and install optical detectors and detector cable, and shall make all wiring connections and aim detectors as specified by the manufacturer. Optical detectors shall be 3M Model No. 711, 721, or 722, as shown. on the plans. Discriminator modules shall be 3M Model No. 762. r - Optical detector signal cable shall be 3M Model No. M-138, or approved equal. 86-3.08C Monitoring Device The following shall be added to §8603.08C: Conflict monitor shall be Eberle Designs, Inc. Model 210ECL. 86-3.08L Flasher The third paragraph shall be amended to read: Two flashers shall provide 2 output circuits each to permit alternate flashing of signal faces and shall be capable of carrying a minimum of 15 amperes per circuit at 120 volts. 86-4 Vehicle Signal Faces and Signal Heads 86-4.01 Vehicle Signal Faces The following shall be added to §86-4.01: Signal section housings, backplates, and visors shall be plastic type, unless noted otherwise on the plans, and shall be black in color. • HuntingtonPage Beac16h Traffic Signal and Lighting Systems Standard Special Provisions 2001 Edition 86-4.01 B Signal Sections The following shall be added to §86-4.01 B: All indications shall be 12-inch diameter. All indications (red, yellow, and green) shall be LED and shall fulfill ITE standards for LED indications. 86-4.05 Pedestrian Signals The following shall be added to §86-4.05: Pedestrian signals shall be McCain Traffic Supply Model M81364 (LED hand/man) or approved equal, with clamshell mounting and Z-crate type screen. The pedestrian signals shall be installed with tamper -resistant fasteners and shall be black in color. All pedestrian signal housings shall be polycarbonate. All pedestrian signal screens shall be plastic and black in color. All 5/16-inch clamshell Allen screws shall have an anti -seize compound (NOA- Lox or approved equal) applied before application. 86-4.06 Signal Mounting Assemblies The fourth sentence of the first paragraph is amended to read: Post -top slip -fitters, mast arm slip fitters, and terminal compartments shall be cast bronze. All parts including pipe framework shall be black in color. 86-5 Detectors 86-5.01A Inductive Loop Detectors The following shall be added to §86-5.01 A: Detector loops shall be the type or types shown on the plans. 86-5.01 AM Sensor Unit Construction The following shall be added to §86-5.01 A: All loop detector amplifiers in Type P cabinets, shall be single channel. Amplifiers shall be Detector Systems, Inc., Model 913B or Eberle Model LM301T, Page 17 Huntington Beach Traffic Signal and Lighting Systems Standard Special Provisions 2001 Edition unless shown otherwise on the plans. All loop detector amplifiers in Type 332 cabinets, shall be 2 channel Eberle Model 222. 86-5.01A(4) Construction Materials The following shall be added to §86-5.01A(4): Loop wire shall be Type 2. Loop detector lead-in cable shall be Type C, unless specified otherwise on the plans. 86-5.01A(5) Installation Details The following shall be added to §86-5.01A(5): Unless shown otherwise on the plans, all new loop detectors shall conform to Standard Plan ES-513, Type E, except that the loops shall be 6-foot diameter (not 6-inch diameter as shown) and shall be spaced 10-feet apart in the direction of travel (not 10-inches as shown). Loop detector sealant shall be "Hot -Melt Rubberized Asphalt Sealant." Loop detectors shall be installed (including sealant) on the same day in which the loop detector slots are cut. Curb terminations shall be as shown on Standard Plan ES-5E, Type A. The number of loop detector lead-in cables required to achieve the specified detection shall be installed. Splices will not be allowed in the loop detector lead-in cable between the controller cabinet and the pull box adjacent to the loop detector installation. Loop detector to loop detector lead-in cable splicing shall conform to §86-2.09D. Splices shall be insulated according to §86-2.09E, Handcrafted Insulation for Detector Circuits. Heat -shrink tubing is disallowed. 86-5.01 B Video Detection The following shall be added to §86-5.01(B): Unless shown otherwise on the plans, detector loops shall be abandoned in place and replaced with video detection. The contractor shall furnish and install Odetics Vantage Video Detection, or City approved equal. The contractor shall, Page 18 Huntington Beach Traffic Signal and Lighting Systems Standard Special Provisions 2001 Edition at his own expense, arrange to have the manufacturer's representative on site for the installation of the video detection and turn on of the signal, unless the video equipment is supplied by the City. The following video detection equipment shall be furnished and installed by the contractor: Four each Odetics Vantage variable focal length cameras, Odetics Part No. RZ-2 or RZ-3. Four each Odetics 1" or "I" brackets as luminaire mount as indicated on plans. Vantage Plus Processor(s) as follows: One each six -camera capable Vantage ACU. needed for side -of -pole or Plus 19-inch EIA Rackmount Four each Vantage "Edge" four -channel Rackmount ACUS and two - channel Daughter cards as needed per plans. Vantage One Single -Camera ACU shall be used for single -approach or two -approach applications at existing intersections where shelf -mount inductive loop detector amplifiers are being replaced. Each Vantage Plus installation shall include one each nine -inch black and white video monitor and one three button pointing device; no additional means shall be .required to program the unit, and no personal computer interface shall be required. Contractor shall furnish and install the following cable for support of the above Video Detection System: Belden 8281 Coaxial cable. The coaxial cable shall be one continuous run from the camera to the cabinet, no splices shall be allowed. Power cable shall be Belden 16/3-stranded fuel/oil resistant SJO. Individual conductors shall be black or red for power, white for neutral, and green for ground. No splices are allowed. 86-5.02 Pedestrian Push Buttons The following shall be added to.§86-5.02: Pedestrian push buttons shall be Standard Plan ES-5C, Type B. Push button assemblies shall have polycarbonate push button cover. All exposed fasteners shall have anti -seize compound (NOA-Lox or approved equal) applied before installation. No tamper -resistant fasteners shall be provided. 86-6.01 Luminaires Intersection safety lighting luminaires shall comply with §86-9 of these Special Provisions. The luminaires shall be the type specified for arterial streets. Page 19 Huntington Beach Traffic Signal and Lighting Systems Standard Special Provisions 2001 Edition 86-6.065 Internally Illuminated Street Name Signs The fifth paragraph shall be amended to read: The Internally Illuminated Street Name Sign shall be McCain catalog number Mtg. Ass. M31043, Sign Panels M11324, Housing M60171 Double face with 2 lamp unit with two each standard mounting bracket for specified round pole shaft or City approved equal. The following shall be added to §86-6.065: A solid box superimposed upon the traffic signal mast arm symbol on the plans shall indicate that a complete Internally Illuminated Street Name Sign assembly shall be installed on the signal pole shaft as shown on the pole and equipment schedule. Mounting height shall be 22 feet to bottom of sign from finish grade. The following specifications define requirements for Internally Illuminated Pole Mounted Street.Name Signs: Sign Message: Street Name Suffixes shall not be used. Street name shall be centered. Letter size shall be 8" upper case and 6" lower case. Back sign message shall have 6" upper case and 4" lower case letters. Style, spacing, arrows, and logos shall generallyconform to the State of California Department of Transportation (Caltrans).,Traffic Manual, 1992 Edition, Tables 4-4 and 4- 7, and Sign Specifications for Type G7 Advance Street Name Signs. Internally Illuminated Pole Mounted Street Name Signs shall be double face unless noted otherwise on the plans. The background color of the sign shall be solid Federal Highway Blue with white lettering and no border: Shop Drawings: Shop drawings shall be approved by the Transportation Manager, prior to the fabrication of the sign panels. The shop drawings shall show the message for each sign and shall include the size of letters, symbols, or arrows, and spacing between letters as shown on the plans or as furnished by the Engineer. • Page 20 Huntington Beach Traffic Signal and Lighting Systems Standard Special Provisions 2001 Edition 86-9 Lighting Systems, General This section shall be an addition to Section 86 of the Caltrans July, 1992 Standard Specifications. General All lighting and intersection safety lighting shall have a fuse installed per the manufacturer's specifications. The contractor shall install a number 5 pull box adjacent to and down traffic from the new lighting pole base with one 1.5-inch conduit between the pull box and the lighting pole base. The lighting pole foundation installation shall comply with City of Huntington Beach, Standard Plan No. 423. City -owned lighting systems shall be constructed utilizing the following: Non -arterial Streets: Non -arterial streets shall be any street not shown on the current Orange County Master Plan of Arterial Highways. Lighting poles shall be Ameron Catalog No. 1 C1-20F6 (or approved equal). When the plans specify 70 Watt High Pressure Sodium Vapor (HPS) Luminaires, one of the following luminaire types shall be installed: Lumec / Schreder Catalog No. HBS 70HPS MC3F120/277 CWA GLS FS1 PH8 (Multi -tap ballast) Lumec / Schreder Catalog No. HBS 70HPS MC3F120/240 CWA GLS FS1 PH8 (120/240 VAC ballast) When the plans specify 150 Watt High Pressure Sodium Vapor (HPS) Luminaires, one of the following luminaire types shall be installed: Lumec / Schreder Catalog No. HBS FS1 PH8 (Multi -tap ballast) Lumec / Schreder Catalog No. HBS FS1 PH8 (120/240 VAC ballast) 150HPS MC3 120/277 CWA GLS 150HPS MC3F120/240 CWA GLS These catalog numbers specify a luminaire with IES Type III distribution, full lighting cut- off, power door ballast assembly, 120/240 VAC or multi -tap lighting ballast, and bulb. Page 21 Huntington Beach Traffic Signal and Lighting Systems Standard Special Provisions 2001 Edition Arterial Streets: Arterial streets shall be -any street shown on the current Orange County Master Plan of Arterial Highways. For all arterial streets except Pacific Coast Highway, Walnut Avenue between Sixth Street and First Street, and Pacific View Avenue between First Street and Beach Boulevard, lighting poles shall be Ameron Catalog No. 1C1-28F6 (or approved equal). When the plans specify 250 Watt High Pressure Sodium Vapor (HPS) Luminaires, one of the following luminaire types shall be installed: Lumec / Schreder Catalog No. HBM 250HPS MC3F120 CWA GLS FS1 (for Signals Only) Lumec / Schreder Catalog No. HBM 250HPS MC3F120/277 CWA GLS FS1 (Multi -tap ballast) When the plans specify 400 Watt High Pressure Sodium Vapor (HPS) Luminaires, one of the following luminaire types shall be installed: _ Lumec / Schreder Catalog No. HBM 400HPS MC317120 CWA GLS FS1 (for Signals Only) Lumec / Schreder Catalog No. HBM 400HPS MC3F120/277 CWA GLS FS1 (Multi -tap ballast) These catalog numbers specif� a luminaire with IES Type III distribution, full lighting cut-off, power door ballast assembly, 120/240 VAC or multi -tap lighting ballast, and bulb. Street lighting systems installed on Pacific. Coast Highway (State Route 1), Walnut. Avenue between Sixth Street and First Street, and Pacific View Avenue between First Street and Beach Boulevard (State Route 39) shall be Ameron Catalog No. 1-C1-28-F8 or Ameron 1-Cl-28-F8D street light poles. Luminaires shall be 250 Watt HPS or 400 Watt HPS as shown on the plans. Street lighting pole and conduit installations on Pacific Coast Highway and Beach Boulevard shall require Caltrans plan approval and encroachment permits. For privately funded projects, all costs associated with design, encroachment permit applications, inspections, installation of lighting equipment, materials, or labor associated with the lighting installations or modifications shall be the contractor's responsibility. G:IENGUCERENYI\GUIOELINES\STANOARD SPECIAL PROVISIONS 2001.000 MAINTENANCE WORK TRAFFIC CONTROL MANUAL i CITY OF HUNTINGTON BEACH PUBLIC WORKS `DEPARTMENT DECEMBER, 1997 i INTRODUCTION THE PURPOSE OF THIS MANUAL IS TO PROVIDE GUIDANCE TO THE CITY OF HUNTINGTON BEACH PERSONNEL IN THE INSTALLATION OF TRAFFIC CONTROL DEVICES IN AND AROUND MAINTENANCE WORK ZONES. THE BASIC PRINCIPLES AND PRACTICES REPRESENTED IN THIS HANDBOOK ARE TAKEN FROM THE CALTRANS "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" (ALSO KNOWN AS CHAPTER 5 OF THE TRAFFIC MANUAL) AND THE SOUTHERN CALIFORNIA APWA/CITY TRAFFIC ENGINEERS "WORK AREA TRAFFIC CONTROL HANDBOOK" (THE WATCH BOOK). THIS MANUAL IS NOT INTENDED TO SUPERSEDE EITHER THE CALTRANS MANUAL OR; THE WATCH BOOK, WHICH SHOULD BE REFERRED TO IN THE EVENT OF ANY QUESTION REGARDING THE SUBJECT MATTER OF THIS MANUAL. INDEX-- MAINTENANCE WORK PLANS DRAWING TC-1 GENERAL NOTES DRAWING TC-2 SUMMARY OF SIGNS DRAWING TC-3 LEGEND* AND CHARTS A AND B DRAWING TC-4 LOW SPEED STREET DRAWING TC-5 TYPICAL SHOULDER CLOSURE DRAWING TC-6 SINGLE LANE CLOSURE (RIGHT LANE) DRAWING TC-7 SINGLE LANE CLOSURE (LEFT LANE) DRAWING TC-8 LEFT TURN LANE CLOSURE DRAWING TC-9 TYPICAL CLOSING OF HALF ROADWAY DRAWING TC-10 MULTI -LANE CLOSURE DRAWING TC-11 TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL DRAWING TC-12 WORK WITHIN INTERSECTION - LEFT LANE / LEFT TURN LANE DRAWING 7C-13 WORK WITHIN INTERSECTION RIGHT LANE / LEFT LANE DRAWING TC-14 WORK BEYOND INTERSECTION LEFT LANE DRAWING TC-15 WORK BEYOND INTERSECTION RIGHT LANE DRAWING TC-16 RESIDENTIAL STREET CLOSURE APP'D BY: DATE: 9/17/97 f 7- DESIGNED BY: TAE� DRAWN. BY: JAA TRAFFIC ENGINEER RCE 38580, RTE 1578 CHECKED BY: JDO �APP'D. DATE: CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS' MAINTENANCE WORK TRAFFIC CONTROL INTRODUCTION AND INDEX GENERAL NOTES: 1. NOTHING IN THESE N01 R PLANS SHALL RELIEVE THE CONTRACTO THE RESPONSIBILITY FOR J09"51TE CONDITIONS DURING THE COURSE OF C UCTION OF THE PROJECT, 'INCLUDING SAFETY'OF'ALL-PERSONS AND - PROPERTY; NANO -°•THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND. NOT BE LIMITED TO WORKING HOURS. 2. THE ENGINEER SHALL BE DEFINED AS THE CITY OF HUNTINGTON BEACH TRAFFIC ENGINEER OR HIS REPRESENTATIVE. -1 THE ENGINEER WILL HAVE THE RIGHT TO DEMAND THE INSTALLATION OF ADDITIONAL TRAFFIC CONTROL DEVICES OR MODIFICATIONS TO THESE PLANS AND NOTES, AS HE . DEEMS NECESSARY, TO PROMOTE THE SAFE AND ORDERLY FLOW OF TRAFFIC AND PEDESTRIANS THROUGH THE CONSTRUCTION WORK ZONE. THE CONTRACTOR SHALL COMPLY WITH THESE ADDITIONAL REQUESTS -OR MODIFICATIONS WITH, DUE DILIGENCE. ,4. CONSTRUCTION ACTIVITY IN THE ROADWAY WILL BE LIMITED TO THE HOURS' BETWEEN 9:00 A.M. AND 4:00 P.M. ALL TRENCH EXCAVATIONS WITHIN THE ROADWAY SHALL BE COVERED WITH STEEL PLATES OR TEMPORARILY BACKFILLED AND SURFACED FROM 4:00 P.M. TO 9:00 A.M., UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE ENGINEER. 5. NO TEMPORARY CONSTRUCTION TRAFFIC CONTROL DEVICES SHALL BE PLACED IN THE ROADWAY (TO EXECUTE THE DAYS CONSTRUCTION WORK) UNTIL AFTER 9:00 A.M. AND ALL TEMPORARY CONSTRUCTION TRAFFIC CONTROL DEVICES SHALL BE COMPLETELY REMOVED BY 4* 00 P.M., UNLESS PRIOR WRITTEW APPROVAL IS OBTAINED FROM THE ENGINEER. CONES OR DELINEATORS SHALL GENERALLY BE PLACED ON EXISTING LANE LINES, EXCEPT WHEN PLACED FOR LANE CLOSURE TAPERS. S. FLASHING BEACONS AND WARNING LIGHTS SHALL BE USED AS DIRECTED BY THE ENGINEER. 7. ALL EXISTING TRAFFIC CONTROL SIGNS AND STREET:SIGNS SHALL BE MAINTAINED IN VISIBLE LOCATIONS DURING CONSTRUCTION, UNLESS .PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE ENGINEER. THE CONTRACTOR SHALL RESTORE OR REPLACE (AT THE DISCRETION OF THE ENGINEER) ANY STRIPING OR SIGNING DAMAGED DURING CONTRUCTION OPERATIONS, INCLUDING RAISED PAVEMENT MARKERS. B. WHEN ENTERING OR LEAVING ROADWAYS CARRYING PUBLIC TRAFFIC, THE CONTRACTOR'S EQUIPMENT, WHETHER EMPTY OR LOADED, SHALL IN ALL CASES YIELD TO PUBLIC TRAFFIC. 9. ACCESS TO DRIVEWAYS ADJACENT TO THE CONSTRUCTION WORK ZONE SHALL BE MAINTAINED AT ALL TIMES IF AT ALL POSSIBLE. ADDITIONAL CONES OR DELINEATORS MAY BE REQUIRED TO DELINEATE THE DRIVEWAY ACCESS ROUTE THROUGH THE CONSTRUCTION WORK ZONE. A MINIMUM OF ONE TRAVEL LANE SHALL BE MAINTAINED ACROSS THE DRIVEWAYS, UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE ENGINEER. 10. 48 HOURS PRIOR TO COMMENCING ANY WORK WITHIN THE IMMEDIATE VICINITY OF A TRAFFIC SIGNAL CONTROLLED INTERSECTION, THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (800-422-4133). THIS PRIOR NOTICE WILL ALLOW THE LOCATION AND MARKING OF UNDERGROUND TRAFFIC SIGNAL CONDUIT AND TRAFFIC SIGNAL LOOP DETECTORS PRIOR TO CONSTRUCTION. DAMAGES TO TRAFFIC SIGNAL CONDUIT, CONDUCTORS, LOOP DETECTORS. OR OTHER TRAFFIC SIGNAL EQUIPMENT SHALL BE REPAIRED WITHIN 24 HOURS AT THE CONTRACTOR'S EXPENSE. PER THE CITY OF HUNTINGTON BEACH STANDARD SPECIAL PROVISIONS FOR THE CONSTRUCTION OF TRAFFIC SIGNALS AND STREET LIGHTING, LATEST EDITION. 11. SPILLAGE RESULTING FROM HAULING OPERATIONS ALONG OR ACROSS ANY PUBLIC TRAVELED WAY SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR AT HIS EXPENSE. STREETS ALONG THE HAUL ROUTE SHALL BE SWEPT OR WASHED DAILY, DURING EACH DAY OF HAULING OPERATIONS. 12. THE LENGTH OF TIME FOR EACH CONSTRUCTION PHASE SHALL BE SPECIFIED ON THE ENCROACHMENT PERMIT. IF THE CONTRACTOR DOES NOT COMPLETE HIS- WORK IN THE SPECIFIED AMOUNT OF TIME, A FEE OF $800 PER LANE PER CALENDAR DAY WILL BE ACCRUED PER ORDINANCE NO. 3320. THE CONTRACTOR MAY SUBMIT A WRITTEN. REQUEST TO THE DIRECTOR OF PUBLIC WORKS TO EXTEND THE TIME PERIOD. ALLOTTED FOR CONSTRUCTION. 13. THE CONTRACTOR SHALL SUBMIT AN APPLICATION FOR TEMPORARY PARKING RESTRICTIONS AT A COST OF $50.00. TEMPORARY NO PARKING SIGNS SHALL BE PURCHASED FROM THE CITY OF HUNTINGTON BEACH AT A COST OF $0.75 A SIGN AND BE POSTED AT LEAST 24 HOURS PRIOR TO THE ENFORCEMENT OF PARKING RESTRICTIONS. APP'D BY. - DATE: 9 /5 /97 DESIGNED BY: TAE s•— G� �- DRAWN BY: JAA 11 TRAFFIC ENGINEER I RCE 38580, RTE 1578 CHECKED BY: TAE i /APP.D. DATE: � Z CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS I MAINTENANCE WORK TRAFFIC CONTROL I DRAWING - NO., GENERAL NOTES TC-1 CALTRANS SIGN CALTRANS SIGN SIGN SIGN CODE SIZE LEGEND IN CODE SIZE LEGEND SIZE R1 A❑ C14 a AaD�DMwJ ❑A 36" x 36" ❑B 42" x 18" Rt 6 D❑ Cl7(25) a 2cJ ❑ 30" x 30" ❑D 24" x 24" R17 a ® C18 7 E 18" x 18" ❑F 18" x 12" R18 (RT) A❑ C20 (LT) A❑ aG 11" x 17" r�woa R26 ❑G C20 (RT) A❑ a� zero R96 ❑E C20(61KE) a R96B F❑ C20 (MOD) ❑ LEFT TURN LANE) CLOSED AHEAD JJ W1 (LT) ❑A <S> C21 ❑ <*> W2 (LT) ❑A C228 ❑C I W6 ❑D C23 C❑ Cl �A C24 ❑C C9A ❑A C30 ❑C LME C13 ❑8 RCN C36 aA "eo"! ALL SIGNS SHOWN ON THIS PLAN `� SHALL CONFORM, TO THE LATEST CALTRANS SIGN SPECIFICATIONS. APP'D BY: DATE: 9/5/97 CITY OF HUNTINGTON BEACH DESIGNED BY: TAE DEPARTMENT OF PUBLIC WORKS' TRAFFIC ENGINEER DRAWN 8Y: JAA- RCE 38580, RTE 157S MAINTENANCE WORK TRAFFIC CONTROL DRAWING N0. CHECKED BY- TAE APP'D. DATE: SUMMARY OF SIGNS jTC-2 CHART A 40 MINIMUM -RECOMMENDED"DELINEATOR AND ,SIGN PLACEMENT TRAFFIC SPEED (POSTED SPEEDS) TAPER LENGTH (L) (EACH LANE) DELINEATOR SPACING SIGN SPACING (S) (ADVANCE OF TAPER & BETWEEN SIGNS) 25 MPH 150 Ft. 25 Ft. 150 Ft. 30 MPH 200 Ft. 25 Ft. 200 Ft. 35 MPH 250 Ft. .25 Ft. 250 Ft. 40 MPH 350 Ft. 25 Ft. 350 Ft. 45 MPH 550 Ft. 25 Ft. 550 Ft. 50 MPH 600 Ft. 25 Ft. 600 Ft. 55+ MPH 1000 Ft. 25 Ft. 1000 Ft. TNP 11 DATE: 9 /25 /97 DESIGNED BY: JAA DRAWN BY: JAA CHECKED BY: TAE: LEGEND DIRECTION OF TRAVEL (Not a pavement marking) MANHOLE MAINTENANCE VEHICLE Y w/ Flashing lights TRAFFIC CONE OR DELINEATOR TEMPORARY SIGN FLAG TREE PORTABLE FLASHING BEACON Temporary No Parking (Night work) (By permit only) FLAGGER ® FLASHING ARROW SIGN (FAS) CHART B APPROACH SPEED (MPH) L (FEET) 0-30 MPH 200 Ft. 30-45 MPH 310 Ft. Over 45 MPH 500 Ft. APP'D BY: TRAFFIC ENGINEER RCE 38580, RTE 1578 APP'D. DATE: CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS MAINTENANCE WORK TRAFFIC CONTROL DRAWING NO. CHART "A" , CHART "B" AND SYMBOLS TC-3 C14 OPTIONAL VEHICLE INS1A11 7EMPONARY NO PAmma SIGN 6 REOWNED 12' MIN. LANE • • . • • • • • • • • 1 a C220 M H Y • • • • C228 • • Y • • • OIVIOING LINE 41 • • • • • • 11 OR b 12' MIN. LANE • *DRY C23 C14 TAPER L WORK ZONE TAPE S SEE CHART 'A' SEE CHART 'A' ALTERNATE : BARRICADED SEE CHART 'A' SEE CHART 'A' WORK ZONE BISTALL 7EYPORANT NO PARKRffi SfbIS 6 atoomEN NOTES: ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EWIPPEO WITH FLAGS FOR DAYTIME WORK ZONES. FLASHING BEACONS SHALL BE PLACED AT THE LOCATIONS FOR NIGHT WORK ZONES. ALL .WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZEO. A C13 'END CONSTRIJCTION' OR C14 'END ROAD WORK' SIGN, AS APPROPRIATE, MAY BE PLACED AT THE END OF THE WORK ZGNE. C23 YOR*q 4. ALL CONES SHALL BE 28` HIGH. CONES USED FOR NIGHT WORK SHALL BE FITTED WITH 13' REFLECTIVE SLEEVES. 5. ALL PORTABLE DELINEATORS SHALL BE 36' HIGH. DELINEATORS USED FOR NIGHT WORK SHALL BE REFLECTORIZED VATH A MINIMUM OF TWO 3-INCH BANDS PLACED A MINIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE LANDS. 12' MINIMUM LANE WIDTH WHEN NEXT TO A CURB OR OTHER VERTICAL OBSTRUCTION. E: 9/8/97 APPROVED BY: CITY OF HUNTINGTON BEACH O IGNED BY: TAE DEPARTMENT OF PUBLIC WORKS ,WN BY: JAA , TR FIC ENGINEER. RCE 3B5BO, RYE 1578 MAINTENANCE WORK TRAFFIC CONTROL DRAWING NO. •rvrn AY- TAE .. APPROVED DATE: L5 IZ� LOW SPEED STREET TC-4 SHOULDER • 0 • b*DRY CIS or C24 or C23 CONES OR DELINEATORS 2Y MAX. SPACING NOTES: 1, ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EOUIPPED WITH FLAGS FOR DAYTIME SHOULDER CLOSURES. FLASHING BEACONS SHALL BE PLACED AT THE LOCATIONS INDICATED DURING NIGHT SHOULDER CLOSURES. 2. ALL WARNING SIGNS FOR NIGHT MOULDER CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED, 3. A C13 'END CONSTRUCTION' OR C14 'END ROAD WORK" SIGN. AS APPROPRIATE, MAY BE PLACED AT THE END OF THE WORK ZONE. OR DIVIDING LINE C13 or C14 UWALL TEY wmy NO PmmQ SGNS IF acau o 4. ALL CONES SHALL BE 2C HIGH. CONES USED FOR NIGHT WORK SHALL BE FITTED WITH 13' REFLECTIVE SLEEVES. • 5. ALL PORTABLE DELINEATORS SHALL BE 36' HIGH. DEUNEATORS USED FOR NIGHT WORK SHALL BE REFL.ECTORIZED WITH A MINIMUM OF TWO 3-INCH BANDS PLACED A MINIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. S. IF NOT POSSIBLE TO OBTAIN MINIMUM CLEARANCE, SHT. TC-6 SHALL BE USED. ►ATE: 9/153/97 APPROVED BY: CITY OF HUNTINGTON BEACH )ESIGNED BY: TAE DEPARTMENT OF PUBLIC WORKS )RAWN BY: JAA AFFIC ENGINEER. RCE 38580.RTE 157E MAINTENANCE WORK TRAFFIC CONTROL CHECKED BY: TAE APPROVED DATE: OT- /G• TYPICAL SHOULDER CLOSURE Odd DRAWING NO. TC-S a a a> See note 6. 10' A 5—' Y—IN-. — w — — — . • • • • • • • • • • • • •-� • — -' • • Y -� • . w oR Y • oR Y c17(2s) C30 C18 C20(RI) IC20 UWAu. UMPORMY to rAlmr. wars 1" 11 CI C23 Bike a aEaUNco C13 or C14 S f S S ` Toper L r r . Sea Chart 'A' See Chart 'A' See Chart `A' See Chart 'A' min. NOTES: 1. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR S. ALL PORTABLE DELINEATORS SHALL BE 36' HIGH. DELINEATORS USED FOR NIGHT DAYTIME LANE CLOSURES. FLASHING BEACONS SHALL BE PLACED AT THE WORK SHALL BE REFLECTORIZED WITH A MINIMUM OF TWO 3-INCH BANDS PLACED A LOCATIONS INDICATED DURING NIGHT LANE CLOSURES. MINIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED. S. USE FLASHING. ARROW SIGN IN SPEED ZONES OF 40 MPH OR MORE. USE HIGH LEVEL WARNING DEVICE IN SPEED ZONES OF 35 MPH OR LESS, 3. A C13 'END CONSTRUCTION' OR C14 'END ROAD WORK' SIGN. AS APPROPRIATE. SHALL BE PLACED AT THE END OF THE WORK ZONE. 7. FLASHING ARROW SIGN SHALL BE TYPE 1 PER SECTION 5-06.9 OF THE CALTRANS TRAFFIC MANUAL. 1992 EDITION. OPERATE FAS IN SEQUENTIAL ARROW MORE. 4. ALL CONES SHALL BE 28' HIM CONES USED FOR NIGHT WORK SHALL BE FITTED WITH 13' REFLECTIVE SLEEVES. 8. IF NOT POSSIBLE TO OBTAIN MINIMUM CLEARANCE, SHEET TC-9 SHALL BE USED. A 12' MINIMUM LANE WIDTH WHEN NEXT TO A CURB OR OTHER VERTICAL OBSTRUCTION. 9/8/97 APPROVED BY: CITY OF HUNTINGTON BEACH oil GNED BY: TAE DEPARTMENT -OF PUBLIC WORKS WN BY: JAA T AFFIC ENGINEER, RCE 38560. RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL DRAWING NO. CKED BY: TAE APPROVED DATE: A SINGLE LANE CLOSURE (RIGHT LANE) TC-6 SEE NOTE 6 4 C13 or C14 Varies S Chart "A" C18 or C23 .Yart* a a a- — — — — — — o— — 5' .MIN. • — — — � • • oil Y C30 Y t i • • i • i • i • — I 1 10' min. A, 5' MIN. b • *cRY • C20(Lt) • C20(Lt) CT /(Zn) 19 or-C23 C13 or C14 S S S Taper L 150' See Chart "A" See Chart "A" See Chart "A" See Chart "A" min_< INSTALL TEMPORARY NO PARKING SIGNS NOTES: IF REQUIRED 1. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR 5. ALL PORTABLE DELINEATORS SHALL BE 36" HIGH. DELINEATORS USED FOR NIGHT DAYTIME LANE CLOSURES. FLASHING BEACONS SHALL BE PLACED AT THE _WORK SHALL BE REFLECTORIZEO WITH A MINIMUM OF TWO 3—INCH BANDS PLACED A LOCATIONS INDICATED DURING NIGHT LANE CLOSURES. MINIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZEO. 6. USE FLASHING ARROW SIGN IN SPEED ZONES OF 40 MPH OR MORE. USE HIGH LEVE• WARNING DEVICE IN SPEED ZONES OF 35 MPH OR LESS. 3. A CIS 'ENO CONSTRUCTION" OR C14 "END ROAD WORK" SIGN. AS APPROPRIATE. SHALL BE PLACED AT THE END OF THE WORK ZONE. 7. FLASHING ARROW SIGN SHALL BE TYPE I PER SECTION 5-06.9 OF THE CALTRANS TRAFFIC MANUAL, 1992 EDITION. OPERATE FAS IN SEQUENTIAL ARROW MODE. 4. ALL CONES SHALL BE 211" HIGH. CONES USED FOR NIGHT WORK SHALL BE FITTED WITH 13" REFLECTIVE SLEEVES. 8 IF NOT POSSIBLE TO MAINTAIN MINIMUM CLEARANCE, SHEETS TC-10, OR TC-11 SHALL BE USED. 12' MINIMUM LANE WIDTH WHEN NEXT TO A CURB OR OTHER VERTICAL OBSTRUCTION. )ATE: 9/10/97 APPROVED BY: CITY OF HUNTINGTON BEACH )ESIGNED BY: TAE _P ' DEPARTMENT OF PUBLIC WORKS ]RAWN BY: JAA AFFIC ENGINEER, RCE 38580. RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL CHECKED BY: TAE APPROVED DATE: SINGLE LANE CLOSURE (LEFT LANE) i 0 6=jj M�9 DRAWING NO. TC— 7 S S See Churl 'A' See Churl 'A' C13 C23 OR C14 1C20(Mad) 7OR* OR Cl8 a a C228 a •Y• R17 R17 Y A C228 ,� b 1 C18 OR C23 C20(Mad) C13 OR C14 S S See Churl 'A' See Chart 'A' NOTES: I. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME LANE CLOSURES. FLASHING BEACONS SHALL BE PLACED AT THE LOCATIONS INDICATED DURING NIGHT LANE CLOSURES. L ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED. 3. A C13 'END CONSTRUCTION' OR C14 'END ROAD WORK' SIGN. AS APPROPRIATE. MAY BE PLACED AT THE END OF THE WORK ZONE. 4. ALL CONES SHALL BE 28' HIGH. CONES USED FOR NIGHT WORK SHALL BE FITTED WITH 13' REFLECTIVE SLEEVES. 5. ALL PORTABLE OEUNEATORS SHALL BE 36' HICK OEUNEATORS USED FOR NIGHT WORK SHALL BE REFLECTORIZEO WITH A MINIMUM OF TWO 3—INCH BANDS PLACED A MINIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. 9/8/97 APPROVED ByCITY OF HUNTINGTON BEACH 3NED BY: TAE J� G/�- DEPARTMENT OF PUBLIC WORKS -- NN BY: JAA _.TR(FlC ENGINEER, RCE 38580, RTE 15781 MAINTENANCE WORK TRAFFIC CONTROL 'KFt) BY: TAE�APPROVED DATE: =- ' LEFT TURN LANE CLOSURE p�a DRAWING NO. TC-8 VISIALL WIPOMY NO PUUONG SGNS Ir NEQUUIEa • - Toper L Toper L S S S See Chart "A' See -Chart "A" See Churl 'A' See Chart 'A" See Chart "A" Cla or C23 c13 or c1a c17(2s) cz0(It) • C20(It) • Yor • a 10` min. A � a — — — — — — — — — — —L •— -0 • • 17(25) 1° min A 5'OAw.• ®•Y • a • • • Co See note b. • C30 • b AREA • * OR Y • • C21 or • WI(it) or C3a W1(Rt) or cia. C23 Cl C20(Rl) W2(It) W2(Rt) C20(Bike) C13 or C14 S S S S Taper L Toper L 150' See Chart 'A' See Chart 'A' See Chart "A" See Chart 'A" See Chart 'A" See Chart "A min. NOTES: 1. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED DAYTIME LANE CLOSURES. FLASHING BEACONS SHALL BE PLACED LOCATIONS INDICATED DURING NIGHT LANE CLOSURES. 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUM]b REFLECTORIZED. 3. A C13 'END CONSTRUC71OW OR C14 "END ROAD WORK' SIGN, AS PLACED AT THE END OF THE WORK ZONE. 4. ALL CONES SHALL BE 29" HCH. CONES USED FOR NIGHT WORK 13" REFLECTIVE SLEEVES NSTAlL nWORMY NO PARK= 9GN4 � BEOIAREU LAGS FOR S. USE FLASHING ARROW SIGN IN SPEED ZONES OF 40 MPH OR MORE. USE HIGH LEVEL LE WARNING DEVICE W SPEED ZONES OF 35 MPH OR LESS. .7. FLASHING ARROW SIGN SHALL BE TYPE 1 PER SECTION 5-06.9 OF THE CALTRANS TRAFFIC OR MANUAL, 1992 EDITION. OPERATE FAS W SEQUENTIAL ARROW NODE. • IL FOR SPEEDS OF 30 MPH OR LOWER. USE W2 SIGNS. FOR SPEEDS OF 35 MPH OR GREATER, IPRIATE, MAY BE USE Wl SIGNS. 9. IF NOT POSSIBLE TO OBTAIN MINIMUM CLEARANCE, SHEET TC-11 SHALL BE USED. BE FITTED WITH 12' MIN. LANE WIDTH WHEN NEXT TO A CURB OR VERTICAL OBSTRUCTION. MINIMUM OF 2 INCHES FROM lHL IOP WITH A MAXIMUM w u avu+ta nt i rrttN int BANDS. DATE: 9/8/97 APPROVED BY: CITY OF HUNTINGTON BEACH 0 1 DESIGNED BY: TAE ---� - DEPARTMENT OF PUBLIC WORKS DRAWN BY: JAA TR FIC ENGINEER, RCE`38580, RTE 1578 MAINTENANCE WORK TRAFFIC C O N T R O L DRAWING NO. CHECKED BY: TAE APPROVED DATE: TYPICAL CLOSING OF HALF ROADWAY TC—s cla Ir C23 I*ORY c b See Hole 6. Cl 7(25) C3a •�Y Y • Yr - • cis •il C20(RT) • C20(RT) Cz0(Blka) 2W or C23 Min. S S S S L Sea Chart 'A' Sea Chat 'A' See Chart 'A' Sea Chart 'A' Sea Chi NOTES: 1. ALL ADVANCE WARNING SIGN INSTALLAOONS SHALL BE EQUIPPED WITH FLAGS FOR OAYUME LANE CLOSURES. FLASHING BEACONS MALL BE PLACED AT THE LOCATIONS INDICATED OURING NIGHT LANE CLOSURES. 2 ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED. 3. A C13 'END CONSTRUCTION" OR C14 'END ROAD WORK' SIGN. AS APPROPRIATE, MAY BE PLACED AT THE ENO OF THE WORK ZONE. 4. ALL CONES SHALL BE 2W tUGH. CONES USED FOR NIGHT WORK SHALL BE FITTED WITH 13' REFLECTIVE SLEEVES. L 150' Varies 1' San Chad 'A' min. -- INSTALL NUPO MY Ma PAI1016 9 US If flE0Utt1E0 5. ALL PORTABLE OEUNEATORS SHALL BE 36' HIGH. OELINEATORS USED FOR NIGHT WORK SHALL BE REFLECTORIZED WITH A MINIMUM OF TWO 3-INCH BANDS PLACED A MINIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS 6. USE FLASHING ARROW SIGN IN SPEED ZONES OF 40 MPH OR MORE. USE HIGH LEVEL WARNING DEVICE IN SPEED ZONES OF 35 MPH OR LESS. 7. FLASHING ARROW SIGN SHALL BE TYPE I PER SECTION 5-06.2 OF THE CALTRANS TRAFFIC MANUAL. 1992 EDITION. OPERATE FAS IN SEQUENTIAL ARROW MODE. AL 12' MINIMUM LANE WIDTH WHEN NEXT TO A CURB OR OTHER VERTICAL OBSTRUCTION. _9/11/97 APPROVED BY: CITY OF HUNTINGTON BEACH ,NED BY: TAE Af� DEPARTMENT OF PUBLIC WORKS �IJ • IN BY- JAA AFFIC ENGINEER, IRCE 38580, RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL ;KED BY: TAE MULTI -LANE CLOSURE APPROVED DATE: 8 OEM. (LEFT AND RIGHT SIDE CLOSURE TO BE SIMILAR) 0J, CR DRAWING NO. TC-10 C13 or C14 II C17(25) p- • CIS OR Y • C9A • C36 or C23 SEE CHART 'A' SEE CHART -A' SEE CHART "A' C23 or CIS C9A i iLd p ra Coned 2W mox.ispc Chart C30 10' Min. INSTALL 1EMPORART No PARKOW StM IF REQRREa •-- Optional Vehicle VATALL TLIIPORART NO PARNWC SOM lF REOLaRcn NOTES: 1. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME LANE CLOSURES. FLASHING BEACONS SHALL BE PLACED AT THE LOCATIONS INDICATED DURING NIGHT WORK ZONES. 2. ALL WARNING SICNS FOR NICHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED. 3. A C13 "END CONSTRUCTION' OR C14 -END ROAD WORK- SIGN. AS APPROPRIATE. MAY BE PLACED AT THE END OF THE WORK ZONE. SEE CHART 'A' SEE CHART 'A' SEE CHART 'A' . C36 C9A C113 or C23 • • Y oR C17(25) • 5' MIN. • • • • C13 or C14 �11 4. ALL CONES SHALL BE 211' HIGH. CONES USED FOR NIGHT WORK SHALL BE FITTED MATH • 13' REFLECTIVE SLEEVES. 5. ALL PORTABLE DELINEATORS SHALL BE 36" HIGH_ DELINEATORS USED FOR NIGHT WORK SHALL BE REFLECTORIZED WITH A MINIMUM OF TWO 3-INCH BANDS PLACED A MINIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. 12' MINIMUM LANE WIDTH WHEN NEXT TO A CURB OR OTHER VERTICAL OBSTRUCTION. DATE: 9/8/97 APPROVED BY: CITY OF HUNTINGTON BEACH DESIGNED BY: TAE /.Z ! / DEPARTMENT OF PUBLIC WORKS �./. DRAWN BY: LJAA FFIC ENGINEER. RCE 38580. RTE 1578 MAINTENANCE WORK TRAFFIC C0NTR0L CHECKED BY: APPROVED DATE: ellow- TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL el mj DRAWING NO. TC-i1 See note 6. C13 or C14 r Cam- n.J- C i MS or C23 C20(1-1) S S Taper L a 0 See Chart 'A' See Chart 'k' See Chat 'A' n p 4 0 (� U c w ► INSTALL WJAPORMY NO PARKING SCNS V REQUIRED _u'0 u VOTES: : A ILL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR 5. ALL PORTABLE DELINEATORS SHALL BE 36' HIGH. DELINEATORS USED FOR NIGHT 1AYTIME LANE CLOSURES. FLASHING BEACONS SHALL BE PLACED AT THE WORK SHALL BE REFLECTORIZED WITH A MINIMUM Of TWO 3-INCH BANOS PLACED A .00ATIONS INDICATED DURING NIGHT LANE CLOSURES. MINIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANOS. tLL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZEO. 6. USE FLASHING ARROW SIGN IN SPEED ZONES OF 40 MPH OR MORE. USE HIGH LEVEL C13 'END CONSTRUCTION' OR C14 'END ROAD WORK' SIGN. AS APPROPRIATE, MAY BE WARNING DEVICE IN SPEED ZONES OF 35 MPH OR LESS. 'LACED AT THE ENO OF THE WORK ZONE. 7. FLASHING ARROW SIGN SHALL BE TYPE 1 PER SECTION 5-06.9 OF THE CALTRANS TRAFFIC 4LL CONES SHALL BE 28' HIGH, CONES USED FOR NIGHT WORK SHALL BE FITTED WITH MANUAL. 1992 EDITION. OPERATE FAS IN SEQUENTIAL ARROW MODE. 13' REFLECTIVE SLEEVES. A 1Y MINIMUM LANE MOTH WHEN NEXT TO A CURB OR OTHER VERTICAL OBSTRUCTION. 9%12/97 APPROVED. BY: CITY OF HUNTINGTON BEACH oNED BY: TAE DEPARTMENT OF PUBLIC WORKS NN BY: JAA R FIC ENGINEER. RCE 38580, RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL ,KED BY: TAE APPROVED DATE: F _ WORK WITHIN INTERSECTION (LEFT LANE /LEFT TURN LANE) C23 OR CIS • o6M(t� a DRAWING NO. TC-12 NOTES: 1. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME LANE CLOSURES. FLASHING BEACONS SHALL BE PLACED AT THE LOCATIONS INDICATED DURING NIGHT LANE CLOSURES. 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED. 3. A C13 'END CONSTRUCTION' OR C14 'END ROAD WORK' SIGN, AS APPROPRIATE, MAY BE PLACED AT THE END OF THE WORK ZONE. 4. ALL CONES SHALL BE 28" HIGH. CONES USED FOR NIGHT WORK SHALL BE FITTED WITH 13' REFLECTIVE SLEEVES. JC13 or Ci4 c� ^ See note 6. C23 or i�c , ' C13 or C18 or C14 - s c U S tl • vi See Chart A - - Y or 8 C23 or 'E Work Area a _ — C18 o � Q v � — cry C20(RI) C30 R18(Rt) C23 or -- -- -- -- --- R9fi C18 R96 r+ 50' min BETWEEN DELINEATORS S S Toper L See Chart 'A' See Chart "A' See Chart "A' M)iALL 1009RAW M rAMQW 9fi6 r Raw" 5. ALL PORTABLE DELINEATORS SHALL BE 36' HIGH. DELINEATORS USED FOR NIGHT WORK SHALL BE REFLECTORIZED WITH A MINIMUM OF TWO 3—INCH BANDS PLACED A MINIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. 6. USE FLASHING ARROW SIGN IN SPEED ZONES OF 40 MPH OR MORE. USE HIGH LEVEL WARNING DEVICE IN SPEED ZONES OF 35 MPH OR LESS. 7. FLASHING ARROW SIGN SHALL BE TYPE I PER SECTION 5-06.9 OF THE CALTRANS TRAFFIC MANUAL. 1992 EDITION. OPERATE FAS IN SEQUENTIAL ARROW MODE. 12' MINIMUM LANE WIDTH WHEN NEXT TO A CURB OR OTHER VERTICAL OBSTRUCTION. C13 T or C14 , Gltl or C23 J Q n Q � o • Or W t— o: note 6 a W N C13 or C14 L 0� DATE: 9/16/97 APPROVED BY: CITY OF HUNTINGTON BEACH me DESIGNED BY: TAE DEPARTMENT OF PUBLIC WORKS DRAWN BY: JAA T AFFIC ENGINEER, RCE 38580, RTE 1578 MAINTENANCE WORK TRAFFIC C 0 N T R O L DRAWING NO. CHECKED QY: JDO WORK WITHIN INTERSECTION APPROVED DATE:'Z l RIGHT LANE / LEFT LANE TC-13 L See Churl 'A' l C13 or C14 c� See note S. c� P• Sr �� • C30 DRY 1*01ty . C18 C20(LQ or C23 T 10, -0-0 -1 S S W min gap See Chart 'A' See Chart 'A' BETWEEN DELINEATORS ROTAIL TDMPORMY MO PAMM 901E N. IF REOIBRED ON TES• ALL. ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME LANE CLOSURES. FLASHING BEACONS SHALL BE PLACED AT THE LOCATIONS INDICATED DURING NIGHT LANE CLOSURES. '. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED. L A C13 'END CONSTRUCTION' OR C14 'END ROAD WORK' SIGN. AS APPROPRIATE. MAY BE PLACED AT THE END OF THE WORK ZONE. ALL CONES SHALL BE 28' HIGH. CONES USED FOR NIGHT WORK SHALL BE FITTED WITH 13` REFLECTIVE BEEVES. S See Chart 'A' Cie Y OR ar C23 • a INSTILL TEMPORARY NO PM or. SIMS I IF REWWEa _ C13 or C14 5. ALL PORTABLE DELINEATORS SHALL BE 36' HIGH. DELINEATORS USED FOR NIGHT WORK SHALL BE REFLECTORIZED WITH A MINIMUM OF TWO 3—INCH BANDS PLACED A MINIMUM OF 2 INCHES FROM THE TOP NTT" A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. 6. USE FLASHING ARROW SIGN IN SPEED ZONES OF 40 MPH OR MORE. USE HIGH LEVEL WARNING DEVICE IN SPEED ZONES OF 35 MPH OR LESS. 7. FLASHING ARROW SIGN SHALL BE TYPE 1 PER SECTION 5-06.9 OF THE CALTRANS TRAFFIC MANUAL. 1992 EDITION. OPERATE FAS IN SEQUENTIAL ARROW MODE. 12' MINIMUM LANE WIDTH WHEN NEXT TO A CURB OR OTHER VERTICAL OBSTRUCTION. rE: 9/16/97 APPROVED 8Y: CITY OF HUNTINGTON BEACH tea. SIGNED BY: TAE �DEPARTMENT OF PUBLIC WORKS a e awN BY: JAA T FFIC ENG)NEER. RCE 38580. RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL DRAWING NO. ECKED BY: TAE APPROVED DATE: WORK. BEYOND INTERSECTION (LEFT LANE) TC-14 L See Chart 'A' a See note 6. 5D 50' min gap /1, BETWEEN — DELINEATO— TO. $ • • 4 • * OR Y • OR Y C30 RIB(RI) III II CIB C20(Rt) or C23 dISTALL TEMPORARY NO PANMNO SOO S S See Chart 'A' See Chart 'A' NOTES: 1. ALL AOVANCE WARNING SIGN INSTALLA71ONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME LANE CLOSURES. FLASHING BEACONS SHALL BE PLACED AT THE LOCATIONS INDICATED DURING NIGHT LANE CLOSURES. 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED. 3. A C13 'ENO CONSTRUCTION' OR C14 'END ROAD WORK' SIGN. AS APPROPRIATE. MAY BE PLACED AT THE END OF THE WORK ZONE. 4. ALL CONES SHALL BE 21Y HIGH. CONES USED FOR NIGHT WORK SHALL BE FITTED WITH 13' REFLECTIVE SLEEVES. DATE: 9/16/97 DESIGNED BY: TAE DRAWN BY: JAA CHECKED BY: TAE Varies Indicate North with on 'N' S See Chart 'A' Y OR * • CIB a or C23 a 5' YIN. —0-0- 0 —• •—• •. — — — • —� y wo I RE!i!%il • pa //��/// C30 C13 or C14 6 INSTALL XWORMY NO PAWNING SCM r REOwuo 5. ALL PORTABLE DELINEATORS SHALL BE 36' HIGH. DELINEATORS USED FOR NIGHT WORK SHALL BE REFLECTORIZEO WITH A MINIMUM OF TWO 3—INCH BANDS PLACED A MINIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. 6. USE FLASHING ARROW SIGN IN SPEED ZONES OF 40 MPH OR MORE. USE HIGH LEVEL WARNING DEVICE IN SPEED ZONES OF 35 MPH OR LESS. 7. FLASHING ARROW SIGN SHALL BE TYPE I PER SECTION 5-06.9 OF THE CALTRANS TRAFFIC MANUAL. 1992 EDITION. OPERATE FAS IN SEQUENTIAL ARROW MODE. 12' MINIMUM LANE WIDTH WHEN NEXT TO A CURB OR OTHER VERTICAL OBSTRUCTION. APPROVED BY: CITY -OF HUNTINGTON BEACH za DEPARTMENT OF PUBLIC WORKS ice• T C ENGINEER, RCE 38580. RTE 15711 MAINTENANCE WORK TRAFFIC CONTROL PROVED DATE: WORK BEYOND INTERSECTION (RIGHT LANE) DRAWING NO. TC-15 r � NOTES: o Ol INSTALL C2 (36"x24") ON rn d > a TYPE 11 BARRICADE ;c �2 INSTALL R11 (36"06") ON 0 TYPE II BARRICADE INSTALL TYPE II BARRICADE in OR DELINEATOR 4� TIE BARRICADES TOGETHER WITH YELLOW "CAUTION" TAPE O5 CLOSE LEFT TURN POCKET PER HUNTINGTON BEACH MAINTENANCE WORK TRAFFIC CONTROL MANUAL, SHEET TC-5 TE: 9/17/97 APPROVED BY: 31GNED BY: TAE -See left turn lane closure TC-8 u 6O INSTALL R16 (24"x24") ON TYPE II BARRICADE. R16 TO FACE ON COMING TRAFFIC. CITY OF HUNTINGTON BEACH 04 DEPARTMENT OF PUBLIC WORKS f, 0 AWN BY: JAA MAfFIC ENGINEER, RCE 36580, RTE 1578 MAINTENANCE WORK TRAFFIC Fr:KFn BY: JDO APPROVED DATE: 9 RESIDENTIAL STREET CLOSURE i al CONTROL 1 DRAWING NO. TC-16 VI, .#RCHASING DEPARTMENT 0 03-0109 CITY OF HUNTINGTON BEACH QUOTATION NUMBER. 2000 MAIN STREET Show this number on outside of your HUNTINGTON BEACH CA 92648 envelope. REQUEST"FOR QUOTATION EXCEL PAVING PO BOX 16405 LONG BEACH CA 90806-5195 Date: December 20, 2002 Bids will be received until 4:00pm JANUARY 9, 2003 at the office of the Purchasing Division. RENALEE CORBETT Email to: rcorbett cD-surfcity-hb.org BUYER QUANTITY UNIT DESCRIPTION UNIT PRICE AMOUNT The City of Huntington Beach is accepting uotations for pavement rehabilitation at traffic signal loops in various locations in the City of Huntington Beach per the attached s ecifications andspecial provisions. This is a maintenance project. Delivery Address City of Huntington Beach California Delivery to be made on or before: or days from receipt of order. Quotations are requested for furnishing the items described in accordance with terms set forth herein. All quotations must be F.O.B. delivered. The detailed specifications or brand names or numbers given herein is descriptive and indicates quality and style of item required. Offer to supply articles substantially the same as those described herein will be considered provided the articles offered are equal in quality, durability, and fitness for the purpose intended. Acceptability of alternates will be determined solely by the City of Huntington Beach. Address your reply to: Purchasing Division City of Huntington Beach 2000 Main Street Huntington Beach CA 92648 (714) 536-5221 Email and faxed bids not accepted THIS IS NOT AN ORDER Total: SalesTax Total Terms: % days All quotations must be signed Signature •'u''�'� BROWN PRESIDENT Print Name Title N Date — 5 2003 Phone Number (562) 599.5841 • 0 State Of_ CALIFORNIA County Of LOS ANGELES On 9 2003 before me, Celeste A. Graham, Notary Publi (DATE) (NAME/rITLE OF OFFICER-i.e.'JANE DOE; NOTARY PUBLIC-1 personally appeared Palp Inc. DBA Excel Paying Company by INAME(S) OF SIGNER(S)I C.P. Brown President © personally known to me -OR- CJ proved to me on the of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their CEELESTE A. GRAHAM authorized capacity(ies), r _ CGt:1,Y4.1312118 D r` NOTARY PUBLIC-CA:_IFORNiA f70 and that by his/her/their signature(s) on the x a �" 9 LCSANIGELESCOUNTY instrumentthe person(s), My Commission Expires July 30, 2cc5 or the entity upon behalf of which the person(s) acted, executed the instrument. Witness my hand and official seal. J (SEAL) ATTENTION NOTARY The information requested below and in the column to the right is OPTIONAL. Recording of this document is not required by law and is also optional . It could, however, prevent fraudulent attachment of this certificate to any unauthorized document. THIS CERTIFICATE Title or Type of Document MUST BE ATTACHED TO THE DOCUMENT Number of Pages Date of Document DESCRIBED AT RIGHT: Signer(s) Other Than Named Above WOLCOTTS FORM 63240 Rev. 3-94 (price class 8-2A) Q1994 WOLCOTTS FORMS, INC. ALL PURPOSE ACKNOWLEDGMENT WITH SIGNER CAPACITY/REPRESENTATION1TWO FINGERPRINTS RIGHT THUMBPRINT (Optional) W a: W S m 3: i= 0 o " r CAPACITY CLAIMED BY SIGNER(S), ❑INDIVIDUAL(S) ❑CORPORATE OFFICER(S) ITITLES) ❑PARTNER(S) ❑LIMITED ❑GENERAL ❑ATTORNEY IN FACT ❑TRUSTEEIS) ❑GUARDIAN/CONSERVATOR ❑OTHER: SIGNER IS REPRESENTING: (Name of Person(s) or Entity(ies) RIGHT THUMBPRINT (Optional) CAPACITY CLAIMED BY SIGNER(S) ❑INDIVIDUAL(S) ❑CORPORATE OFFICER(S) (TITLES) ❑PARTNER(S) ❑LIMITED ❑GENERAL ❑ATTORNEY IN FACT ❑TRUSTEE(S) ❑GUARDIAN/CONSERVATOR ❑OTHER: SIGNER IS REPRESENTING: [Name of Person(s) or Entitylies) 7 "61((5 63L4U"" 8 0 EXCEL=AViN-`. t^C?�1PAlV'+ BID PROPOSAL FROM .Firm's Name In .compliance with the notice inviting sealed proposals for the Pavement Rehabilitation at Traffic Signal Loops in Various Locations, MSC-418, I hereby propose and agree to enter into a contract to perform the work herein described and to furnish the materials therefore according to the route schedules, specifications and special provisions for the said work and to the satisfaction of and under the supervision of the Director of Public Works of said City of Huntington Beach, California. The undersigned has not accepted any bid from any subcontractor or material supplier through any bid depository, the by-laws, rules or regulations of which prohibit or prevent the contractor from considering any bid depository, or which prevent any subcontractor or material supplier from bidding to any contractor who does not sue the facilities of or accept bids from or through such bid depository. For the furnishing of all labor, materials and equipment, and or all incidental work necessary to deliver all the improvements complete in place in strict conformity with the route schedules, specifications and special provisions, on file in the office of the Director of Public Works, City of Huntington Beach, California, I propose and agree to take full payment therefore at the following unit prices, to wit:. ITEM APPROXIMATE ITEM WITH UNIT PRICE UNIT NO. QUANTITY WRITTEN IN WORDS PRICE TOTAL 1. 820 CY UNCLASSIFED EXCAVATION AT D/�?s" PER CY 20 0U C _ lj 2 .SC{L�cfc/% 2. 1.10 TON CONSTRUCT SKIM PATCH - 0.5" AC ATae�_ I-Y PER TON Qp /C S 3. 1,660 TON CONSTRUCT 8" FULL DEPTH AC AT J/XT� �/�/!/l�� PER TON / s SU _ 4 It is understood and agreed that the approximate quantities shown in the foregoing proposal schedule are solely for the purpose of facilitating the comparison of bids and that the. contractor's compensation will be computed upon the basis of the actual quantities in the completed work, whether they be more or less than those shown herein at the unit prices bid in the proposal schedule. If awarded the contract, the undersigned hereby agrees to sign said contract and furnish the necessary bonds with ten (10) days from the date of approval of the contract by the City of Huntington Beach, California. The undersigned understands the contract time limit allotted for the contract is 60 working days. The undersigned has examined carefully the site of the work contemplated, the route schedules and specifications and the proposal and contract forms therefore. The submission of a bid shall be conclusive evidence that the bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and scope of work to be performed, the quantities of materials to be furnished, and as to the requirement of the proposal, route schedules, specifications, and the contract. Accompanying this proposal is bitu C)(1RU\ ($ .TEN PERCENT OF AMOUNT�tD" 1 NOTICE: insert the words "Cash," "Certified Check," or "Bidder's Bortd," as the case may be, in an amount equal to at least 10 percent of the total bid price, payable to the City of Huntington Beach. The undersigned deposits the above name security as a proposal guaranty and agrees that it shall be forfeited to the City of Huntington Beach as liquidated damages in case this proposal is accepted by the City and the. undersigned shall fail to execute a contract for doing said work and to furnish good and sufficient bonds in the form set forth in the specifications and contract documents of the City, with surety satisfactory to the City within 10 days after the bidder has received written notice of the award of the contract; otherwise said security shall be returned to the undersigned. STATE UC. 688659 "A' Licensed in accordance with an act providing for the registration of contract License No. ...iVLL 11 C.P. BROWN --- - PRESIDENT Signature of Bidder 2230 LEMON AVENUE Business Address LONG BEACH, CA 90Ar.r, -;23u LEMON AVENUE Place of Residence LONG AFArH. CA 9nog@ Dated this day of, 'z� ;'! — c: .rr,,3. , 19 Bidder shall signify receipt of all Addenda here, if any: Addendum No. Date Received 01k, Bidder's Signature C1 0 State of CALIFOK IA County Of LOS ANGFIES �, BJ On k"A.11SI - 5 2L0 before me, Celeste A. Graham, Notary Publ (DATE) (NAME/TITLE OF OFFICER•i.e.'JANE DOE, NOTARY PUEUC') personally appeared Palp Inc. DBA Excel Paving Company by INAMEISI OF SIGNER(S)I C.P. Brown President ® personally known to me -OR- ❑ proved to me on the -= CEO- 'c r',. ... J .. " i ✓OMIvl. ,-' 1112118 O rzt.;; n L)1 ys'r' i NOTARY F'_'EUC •-�LLFORNIA 0 Q LO S AINGELES:':' "+TY My""CC000mmission Expires , y 30, 2C05 asis of satisfactory evidence to be the person(s) whose name(s) Is/are subscribed to the within instrument and acknowledged 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 instrumentthe person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Witness my hand and official seal, (SEAL) (SIGNATURE OFNOTARY) ATTENTION NOTARY The information requested t=low and in the column to the right is OPTIONAL. Recording of this document is not required by law and is also optional. It could, however, prevent fraudulent attachment of this certificate to any unauthorized document. THIS CERTIFICATE Title or Tyre of Document MUST BE ATTACHED TO THE DOCUMENT Number of Pages Date of Document DESCRIBED AT RIGHT: Signer(s) Cther Than Named Above WOLCOTTS FORM 63240 Rev. 3.94 IDfj:7e class 8.2A) 01994 WOLCOTTS FORMS, INC. ALL PURPOSE ACKNOWLEDGMENT WIT,. SIGNER CAPACITY/REPRESENTATION/TWO FINGERPRINTS RIGHT THUMBPRINT (Optional) CAPACITY CLAIMED BY SIGNERIS) ❑INDIVIDUALIST ❑CORPORATE OFFICER(S) (TITLES, ❑PARTNERIS) ❑LIMITED ❑GENERAL ❑ATTORNEY IN FACT ❑TRUSTEE(S) ❑GUARDIAN/CONSERVATOR ❑OTHER: SIGNER IS REPRESENTING: (Name of Persons) or Entityfies) RIGHT THUMBPRINT (Optional) m W 0 0 CAPACITY CLAIMED BY SIGNER(S) OINDIVIDUAL(S) OCORPORATE OFFICER(S) (TITLES) OPARTNER(S) ❑LIMITED ❑GENERAL OATTORNEY IN FACT ❑TRUSTEEIS) ❑GUARDIAN/CONSERVAT.OR ❑OTHER: SIGNER IS REPRESENTING: (Name of Person(s) or Entity(ies) 7 111167775"63240" II a 0 PROPOSED INFORMATION REQUIRED OF BIDDER Bidder is required to supply the following information. Additional sheets may be attached if necessary. 1. Firm Name: PALF, INC. DBA EXCEL PAVING COMPANY 2. Address: LONG BEACH. CA 908Q6 3. Telephone; 562) 599-5841 4. Type of firm -individual, partnership, or corporation: CORPORATION S. Corporation organized under the laws of the State of: CAUFORNIA 6. Contractor's License Number: STATE LIC..68865q ,A.. 7. List the names'MONVM^>a0B1h> WiF®MWMPFRtor names and titles of all officers of the corporation: CAROLYN J. BROWN, SECRETARY & CHIEF FINANCIAL (IFFICH 6E0RGER."AF. UNINVIM PUSIDENI 2289 eGEMG111 A14SNY CURTIS P BROWN III, VICEPRESIDFNT LONG BEACH, CA 9080E 221IGS c 91A31 liftoecenFur pe F- DRAKULICH ASSISTANT SECRETARY 8. Number of yeafence as a cohtractor in street sweeping work: 'L7i 9. List at least six projects completed or currently under contract as of recent date: aEEATTACHED CONTRACT AMOUNT, CLASS OF WORK DATE COMPLETED OR CONTRACT DURATION REFERENCES NAME, ADDRESS & PHONE NUMBER OF OWNER 10. List the name of the person who Inspected the sites of the proposed work for your firm: N 11. If requested by the City, the bidder shall furnish a notarized financial statement, financial data, or other information and references sufficiently comprehensive to permit an appraisal of this current financial condition. VA 0 • DESIGNATION OF SUBCONTRACTORS I In compliance with the "Subletting and Subcontracting Fair Practices Act" being Section 4100-4113 of the Government Code of the State of California, and any amendments thereto, each bidder shall set forth below the name and location of the place of business of each subcontractor who will perform work on labor or render service to the prime contractor in or about the construction of the work or improvement in an amount in excess of 112 of one percent of the prime contractor's total bid, and shall further set forth the portion of the work which will be done by each subcontractor. Only one subcontractor for each portion shall be listed: If the contractor fails to specify a subcontractor for any portion of the work to be performed under the contract, he shall be deemed to have agreed to perform such portion himself, and he shall not be permitted to subcontract that portion of the work except under the conditions hereinafter set forth. Subletting of subcontracting of any portion of the work to which no subcontractor was designated in the original bid shall only be permitted in cases of public emergency or necessity, and then only after a finding reduced to writing as a public record of the Legislative Body of the owner. PORTION OF WORK SUBCONTRACTOR'S NAME AND ADDRESS STATE LICENSE NUMBER CLASS By submission of this proposal, the contractor certifies: 1. That he is able to and will perform the balance of all work which is covered in the above subcontractor listing. That the City will be furnished copies of all sub -contracts entered into and bonds furnished by subcontractor for this project. 1 EXCEL. PAVING JQOMPANY A GENERAL EN RING CONTRACTOR STATE LICENSE NO. 688659A P.O. BOX 1640 LONG BEACH, CA 90806-519. (562)- 599-584 FAX (562) 591-748: C.P. Brown, President: 33 years experience working for other general contractors with the past 22 years being self- employed in own general engineering contracting business. State of CALIFORNIA County of LOS ANGELES On before me, Celeste A. Graham, Notary Pub: (DATE) (NAMEITITLE OF OFFICER•i.e.'JANE DOE, NOTARY PUBLIC' personally appeared Palp Inc. DBA Excel Paving Comnanv by INAME(S) OF SIGNERISII C.P. Brown President ® personally known to me -OR- 0 roved to me on the CELESTE A. GRAHAM COMM. #1312118 C) U = i• / NOTARY PUBLIC -CALIFORNIA n LOS ANGELES COUNTY fly Commissicn Expires July 30, 2C05 basis of satisfactory evidence to be the person(s) whose name(s) Is/are subscribed to the within instrument and acknowledged 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 the instrument. Witness my hand and official seal (SEAL) Al (SIGNATURE OF OTAR ) J / ATTENTION NOTARY The information requested below and in the column to the right is OPTIONAL. Recording of this document is not required by law and is also optional. It could, however, prevent fraudulent attachment of this certificate to any unauthorized document. THIS CERTIFICATE Title or Type of Document MUST BE ATTACHED TO THE DOCUMENT Number of Pages Date of Document DESCRIBED AT RIGHT: Signer(s) Other Than Named Above WOLCOTTS FORM 93240 Rev. 3.94 (price class 8-2A) C)1994 WOLCOTTS FORMS. INC. ALL PURPOSE ACKNOWLEDGMENT WITH SIGNER CAPACITY/REPRESENTATION/TWO FINGERPRINTS RIGHT THUMBPRINT lOptional) CAPACITY CLAIMED BY SIGNERIS) ❑INDIVIDUAL(S) ❑CORPORATE OFFICERIS) (TITLES) ❑PARTNER(S) ❑LIMITED ❑GENERAL ❑ATTORNEY IN FACT ❑TRUSTEEIS) ❑GUARDIAN/CONSERVATOR ❑OTHER: SIGNER IS REPRESENTING: (Name of Person(s) or Entity(ies) RIGHT THUMBPRINT (Optional) t m 3 d 0 CAPACITY CLAIMED BY SIGNER(S) ❑INDIVIDUAL(S) ❑CORPORATE OFFICER(S) (TITLES) ❑PARTNERIS) ❑LIMITED ❑GENERAL ❑ATTORNEY IN FACT ❑TRUSTEE(SI ❑GUARDIAN/CONSERVATOR ❑OTHER: SIGNER IS REPRESENTING: (Name of Persons) or Entity(ies) 7 11.167775"63240" 11 8 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of ORANGE ss. On DEC 3 0 2002 , before me, CHRISTOPHER J. COATS, NOTARY PUBLIC Date Name and Title of Officer (e.g., 'Jane Doe, Notary Pubtio7 personally appeared DOUGLAS A. RAPP Name(s) of Signers) ® personally known to me ❑ proved to me on the basis of satisfactory evidence OFFICIAL SEAL CHRISTOPHER J. COATS NOTARY PUBLIC CALIFORNIA COMMISSION # 1267699 C N ORANGE COUNTY s to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged 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 the instrument. My Commission Exp. July 15, 2004 WITNESS my h nd official seal. 1 e� r Place Notary Seal Above re of Notary u is OPTIONAL Though the information below isnot required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named'Above: Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual ° Top of thumb here ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: 0 1999 National Notary Association • 9360 De Soto Ave., P.O. Box 2402 • Chalsw . CA 91313.2402 • www.naflonaincULry.org Prod. No. 5907 Reorder: Call Toll -Free 1-800-U"827 7 Ic CHUBB CHUBBfROUP OF INSURAN41COMPANIES 15 Mountain View Road. P.O. Box 1615, Warren, NJ 07 061 -1615 AIA DOCUMENT A310 BID BOND KNOW ALL MEN BY THESE PRESENTS, that we PALP Inc. dba Excel Paving Company as Principal, hereinafter called Principal, and Federal Insurance Company (Here insert full name and address or legal title of Contractor) (Here insert full name and address or legal title of Surety) a corporation duly organized under the laws of the State of Indiana as Surety, hereinafter called Surety, are held and firmly bound unto City of Huntington Beach (Here insert full name and address or legal title of Owner) as Obligee, hereinafter called Obligee, in the sum of Ten percent of the total amount of the bid Dollars ($ 10% ), for the payment of which sum well and truly to be made, the said Principal and the said Sureiy, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Pavement Rehabilitation at Traffic Signal Loops (Here Ansert full name, address and description of project at Various Locations (MSC 418) NOW, THERFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 30th day of December, 2002. PALP Inc. dba Excel Paving Company (Princi Q (Seal) (witness) z C.P. BROWN (rifle) MWENT Federal Insurance Company (Surety) (Seal) (Witness) oz-"11 Doug a A. Rapp.I I(rtie) Attorn,W in Fact Printed in cooperation with the American Institute of Architects (AIA) by the Chubb Group of Insurance Companies. The language in this document conforms exactly to the language used in AIA Document A310 February 1970 edition PRINTED IN Form 15.02.0033 (Rev. 4.93) MAJR56830 (8250) U.S.A. Chubb Surety POWER � ATT0�41QEY Federal insurance Company Vigilant Insurance Compa Pacific indemnity Companymw Attn.: Surety Department 15 Mountain View Road Warren, NJ 07059 Know All by These Presents, That FEDERAL INSURANCE COMPANY, an Indiana capot-ation, VIGILANT INSURANCE COMPANY, a New Yo(k corporation, and PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, do each hereby constitute and appoint Douglas A. Rapp and Linda D. Coats of Laguna Hills, California ------------------------------------------- each as their true and lawful Attomey-in-Fad to execute under such designation in their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise, bonds (other than ball bonds) and undertakings given or executed in the course of its business (but not to Include any instruments amending or altering the same, nor consents to the modification or alteration of any instrument referred to in said bonds or obligations). In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, end PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their corporate seals on this Z4Ath day ol"Feb r 1999 ryl B. Robirts, Assistant Secretary _ �re E. Robertson, Icer 'dent STATE OF NEW JERSEY county of Somerset J On this 2 4 th dal or February, 1999 before me, a Notary Public of New Jersey, personally came Sheryl B. Roberts, to me known to be Assistant. Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY, the companies which executed the foregoing Power of Attorney, and the said Sheryl B. Roberts being by me duly sworn, did depose and say that she is Assistant Secretary of FEDERAL. INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof, that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of the By -Laws of said Companies: and that she signed said Power of Attorney as Assistant Secretary of said Companies by like authority; and that she is acquainted with Frank E.;Ro mrtson, and knows him to be Vice President of said Companies; and that the signature of Frank E. Robertson, subscribed to said Power of Attorney Is In the genuine handwriting of Frank E. Robertson, and was thereto subscribed by authority or said By -Laws and in deponenl's presence. N 09�=FI`t' •t rARY '�` � �"�••` Y Ot OQBpI P11etJc t 006 3 Aps is teoo F;;�rw ExtracRf from the By -Laws of FEDERAL INSURANCE COMPANY Notary Public CERTIFICATION , VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY: 'AIL 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 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, 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 Attomeys-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 signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it.is attached' I, Sheryl B. Roberts, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY (the 'Companies") do hereby certify that (I) the foregoing extract of the By -Laws of the Companies is true and correct, (ii) the Companies are duly licensed and authortted b transact surety business in an 50 of the United States of America and the District Qf Columbia and are authorized by the U. S. Treasury Department further, Federal and Vigilant are in Puerto Rico and the U. S. Virgin Islands, and Federal is ticertsed n.American Samoa, Guam, and each of the Provirxes of dartada except Prince Edward Island, and (III) the foregoing Power of Attorney is true, correct and In full force and effect. Given under my hand and seals of said Companies at Warren, NJ this 30th day of December, 2002 7 'C �D101' his"its+ EW ypa'i CT L// �C 2-9 e ` 7 Sheryl B. Roberts, Assistant Secretary 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 CONTACT US AT ADDRESS LISTED ABOVE, OR BY Telephone (908) 903-3485 Fax (908) 903-3656 e-mail: surety@chubb.com Form 1510-00 2 A (Ed. ,AD) NON -CONSENT EXCEL PAVING MPANY A GENERAL ENGIN G CONTRACTOR STATE LICENSE NO. 688659A BONDING AGENT: CONTACT: RAPP SURETY SERVICES 23461 SOUTH POINTE DRIVE SUITE 345 LAGUNA HILLS, CA 92653 DOUGLAS A. RAPP OFFICE: 949/457-1060 FAX: 949/457-1070 P.O. BOX 16405 LONG BEACH, CA 90806-5195 (562) 599-5841 FAX (562) 591-7485 SURETY: FEDERAL INSURANCE COMPANY C/O SURETY DEPARTMENT 801 SOUTH FIGUEROA STREET 23RD FLOOR LOS ANGELES, CA 90017 OR , P.O. BOX 30127 LOS ANGELES,.CA 90030-0127 INSURANCE CARRIER: CONTACT: THE WOODITCH COMPANY ONE PARK PLAZA SUITE 400 IRVINE, CA 92614 WILLIAM WOODITCH OFFICE: 949/553-9800 FAR: 949/553-0670 A GENERAL ENGINEERING CONTRACTOR STATt1WENSE NO. 658659A I-ONG BEACH. CA 90 806-519! (562) 599-584; . FAX (562) 591-748; CREDIT APPLICATION Excel Paving Company 2230 Lemon Avenue P.O. Box 16405 Long Beach, CA 90806 Telephone:562-599-5841 Fax: 562-599-3679 Type of Business: General Engineering Contractors Contractors License # 688659A Excel Paving Company is a Corporation Owner: Palp, Inc. 2230 Lemon Avenue Long Beach, CA 90806 In business since October 1981 Same location since October 1981 Property owned by Brown & Mills Financial rating with Dun & Bradstreet: Rating 3A2, SIC # 1611 US Bank, 2633 Cherry Ave., Signal Hill, CA 90806 Account Representative: Liz Acres or Celine Gonzalez Telephone:.562-988-9840 or 562-988-9841. . Checking Account #165400067533 TRADE REFERENCES: II Company Phone Fax Contact Vulcan Materials 323-258-2777 323-254-6102 Silvia Arredondo R.E.H. Trucking 909-591-0871 909-591-0506 Gina Mendiola Blue Diamond Materials 714-578-9507 714-449-2831 . Jerry Easterwood Savala Equipment 800-223-2473 949-552-8597 Mona Covington SPECIAL BILLING REQUIREMENTS: Show job number on invoices to expedite payment. I certify that the above information is true and correct, and that we can and will comply with your terms. C.P. Brown Date President EXCEL PAVING GUMNANY 1 ., OPEN JOBS AS OF FEBRUARY 2002 CONT JOB CONTRACT % WORK" DATE NO. OWNER/CONTRACTOR LOCATION CITY AMOUNT COMPL, . Apr-00 3589 G.H. PALMER MEDICI LOS ANGELES 763,675 85.4%I Jun-00 3607 CITY OF SANTA ANA BRISTOL ST. SANTA ANA 8,254,383 85.7% Jul-00 3637 NIEL5EN DILLINGIIAM DUILDER5 12015 t1ARBOR BLVD. GARDEN GROVE 137,300 79.40/.- Jul-00 3638 HAZAMA CORPORATION 29901 LADYFACE CIRCLE AGOURA 56,357 98.410 Aug-00 3639 CEDAR SINAI MEDICAL CENTER 8700 BEVERLY BLVD. LOS ANGELES 995,394 89.0% Aug-00 3648 KAISER FOUNDATION 5981 VENICE BLVD. WEST LA 4.775 100.0% Aug-00 3650 LA COUNTY PUBLIC WORKS FIGUEROA ST. LOS ANGELES 2,127,356 99.7% Aug-00 3652 LAUSDT BYTHE ST. SCHOOL LOS ANGELES 511.446 100.0% Sep-00 3658 ANDREWS RANCHO DEL SUR FIRESTONE & RYERSON DOWNEY 398,647 99.9% Sep-00 3659 LA COUNTY PUBLIC WORKS HACIENDA BLVD. LA COUNTY 1,731,429 9"°/a Sep-00 3660 LAUSDT CHASE ST. SCH. LOS ANGELES 506,750 1 /o Sep-00 3662 HATHAWAY DINWIDDIE 777 PAULING DR. THOUSAND OAKS 199,284 93.0% Oct-00 3666 MORLEY CONSTRUCTORS 555 W. TEMPLE ST. LOS ANGELES 690,000 63.8% Oct-00 3669 MOTION PICTURE HOSPITAL 23388 MULHOLLAND DR. HOLLYWOOD 1,855,300 78.9% Oct-00 3672 IRVINE COMMUNITY DEVELOPMENT SHADY CYN/SAND CYN IRVINE 7,978,863 85.9% Nov-00 3680 BENCHMARK CONSTRUCTORS 4TH ST. PKG SANTA MONICA 76,500 100.0% Nov-00 3686 CITY OF LONG BEACH LOYNES DR LONG BEACH 393,445 100.0% Dec-00 3693 PCL CONSTRUCTION 11847 W. GORHAM AVE. LOS ANGELES 144,368 4.4% Dec-00 3704 CITY OF LONG BEACH TAXIWAY D L.B. AIRPORT. 2,842,083 72.3% Jan-01 3705 INTERSCAPE CONSTRUCTION 340 N. MADISON AVE., LOS ANGELES 29,998 49.6% Jan-01 3709 LA COUNTY PUBLIC WORKS EASTERN AVE, CITY TERRACE 241,279 99.0% Jan-01 3712 LAKE FOREST HOA ST. REHAB VARIOUS LOC, LAKE FOREST 1,409,039 99.8% Jan-01 3714 PORT OF LONG BEACH PIER T, PORT OF LB . 10,293.022 74.4% Feb-01 3716 CALTRANS 710 FWY PCH TO 405 16.743,677 18.7% Feb-01 3720 W.R. CHAVEZ CONSTRUCTION 2699 PALOMA ST., PASADENA 78,050 9% Feb-01 3721 CITY OF LOS ANGELES IMPERIAL HWY., LOS ANGELES 888,448 98.5% Feb-01 3722 LA COUNTY PUBLIC WORKS FIJI WAY, MARINA DEL REY 357,856 99.9% Feb-01 3723 BURLINGTON NORTHERN RAILROA INDIANA & WASHINGTON, VERNON 40,050 99.9% Mar-01 3724 CITY OF LOS ANGELES 212TH ST., LOS ANGELES 239,239 98.5% Mar-01 3727 MOOTE GROUP PROJECT 03 LOS ANGELES 68,306 11.6% Mar-01 3732 CITY OF MONTEREY PARK GARVEY & CORP CTR, MONTEREY PARK 1,934,685 97.2% Apr-01 3736 CARLSON IMPLEMENTATION BANK OF AMERICA, BREA 612,312 99.1% Apr-01 3737 UNION PACIFIC RAILROAD 4341 E. WASHINGTON COMMERCE 4.169,503 74.6% Apr-01 3739 CENTEX RODGERS JANSS & LYNN, THOUSAND OAKS 70,990 34.2% Apr-01 3741 CALTRANS 73/55 SEP TO MACARTHUR BLVD., COSTA MESA 196,224 99.1 % Apr-01 3742 PORT OF LOS ANGELES HENRY FORD, LOS ANGELES 2,578,854 20.6% Apr-01 3743 CITY OF LONG BEACH BELLFLOWER BLVD., LONG BEACH 564,641 99.9% Apr-01 3745 CITY OF SANTA ANA WARNER AVE., SANTA ANA 2,527,760 50.6% A -_ f%4 117 A!• IAIr-C -r AIL Af-MI^A ^0%A If-Tf111^"P%\1 1 A11f1f-1 ^%ISO A r%Ar � n„A, „.„-• EXCEL PAVING COMPANY 3 _ OPEN JOBS AS OF FEBRUARY 2002 CONT JOB ` CONTRACT °(o WORD DATE NO. OWNERICONTRACTOR LOCATION CITY AMOUNT CQMo Aug-01 3809 CHARLES PANKOW BUILDERS MONTEBELLO TOWN CTR MONTEBELLO 119,272 100.0' Sep-01 3810 J.A. JONES 11110 W. PICO BLVD., LOS ANGELES 195,056 0.4' 5ep-01 3812 BURBANK AIRPORT AUTHORITY 2627 HOLLYWOOD WY, BURBANK 3,466,675 9.0 Sep-01 3813 CITY OF LAKE FOREST LAKE FOREST DR., LAKE FOREST 87,623 99.5 Oct-01 3814 PORT OF LOS ANGELES PIER 400 LEAD TRK, POLA 2,568,444 0.5 Oct-01 3815 CITY OF PARAMOUNT ORANGE AVE, PARAMOUNT 999,490 0.5 Oct-01 3816 BURLINGTON NORTHERN RAILROA WASH & INDIANA, VERNON 82,749 72.0 Oct-01 3817 NELSON & BELDING PORTSHEAD RD., MALIBU 128,500 0.0 Oct-01 3818 PORT OF LOS ANGELES BERTH 115 SAN PEDRO 1,584,710 0.4 Oct-01 3819 LAUSDT HARTE MIDDLE SCH., LAUSDT 269,269 1.S Oct-01 3820 BULLDOG CONSTRUCTION 4400 CARTWRIGHT, STUDIO CITY 59,655 53.( Oct-01 3821 CITY OF IRVINE MACARTHUR BLVD. IRVINE 388,888 1.E Oct-01 3822 CALEX ENGINEERING CORRAL CYN; MALIBU 127,000 76.1 Nov-01 3824 DAMON CONSTRUCTION MANHATTAN AVE., MANHATTAN BCH 120,000 0.t Dec-01 3825 CITY OF BELL ANITA DR & WEIK AVE BELL. 144,960 0.( Dec-01 3826 CITY OF INDUSTRY CAPITOL AVE INDUSTRY 530,273 0.( Dec-01 3827 W.E. O'NEIL WASHINGTON & BROADWAY LOS ANGELES 46,300 0.1 Dec-01 3828 CITY OF REDONDO EL NINO STM DRAIN DAMAGE REDQNDO BCH 427,195 0.1 Jan-02 3829 LA COUNTY PUBLIC WORKS COMPTON AVENUE LA COUNTY 1,253,944 0. Jan-02 3830 SO. CALIF. DEVELOPMENT 1215 SAN ANTONIO DR LONG BEACH 44,126 0. Jan-02 3831 ARCH TECH CORP LONG BEACH AIRPORT LONG BEACH 51,000 0. Jan-02 3832 DAMON CONSTRUCTION LA CIENEGA BLVD, BEVERLY HILLS 11,600 0. Jan-02 3833 CITY OF LOS ANGELES GRAND CANAL COURT LOS ANGELES 690,381 0. J2n-02 3834 LONG BEACH AIRPORT GATES 3 & 4 LONG BEACH 477,324 0. Jan-02 3835 LONG BEACH AIRPORT SECURITY GATES LONG BEACH 373,434 0, Jan-02 3836 : CITY OF LONG BEACH BELLFLOWER BLVD., LONG BEACH 522,675 0 J2n-02 3837 CITY OF LONG BEACH PARKCREST STREET , LONG BEACH 487,365 0 Jan-02 3838 CITY OF LONG BEACH COLLEGE PARK DRIVE LONG BEACH 107,910 0 Jan-02 3839 CITY OF LONG BEACH VARIOUS STREETS LONG BEACH 1,157,011 0 Jan-02 3840 CITY OF GLENDALE CALIFORNIA STREET REHAB GLENDALE 265,869 0 Jan-02 3841 PORT OF LOS ANGELES MANUEL INTERMODAL TERMINAL PORT OF LA 10,946,975 0 Feb-02 3842 CITY OF ALHAMBRA STREET & RD REHABILITATION ALHAMBRA 598,500 Feb-02 " 3843 CITY OF LOS ANGELES LAUREL CYN BLVD. LOS ANGELES 643,495 C Feb-02 3844 VALLEY CREST LANDSCAPE SHADY CANYON PHASE 1 B IRVINE 95,168 Feb-02 3845 STEVE RADOS, INC. INTERSECTION 15116TH LOS ANGELES 2;137 10C Feb-02 3846 LAUSDT 42ND AND ANGELES MESA ELEM. SCH LOS ANGELES 592,700 Feb-02 3847 CITY OF GLENDALE STREET REHABILITATION GLENDALE 1,777,041 Fet?.102 3849 DAVID HAWELKA, INC. 153 E. 12TH ST LONG BEACH 15,300 C EXCEL PAVING COMPANY OPEN JOBS AS OF FEBRUARY 2002 CONT JOB CONTRACT % WbRK DATE NO. OWNER/CONTRACTOR LOCATION Can AMOUNT COMPL Apr-01 3747 TUTOR SALIBA WEST & EAST ALAMEDA 6,498,000 32.2% M2y-01 3748 TUTOR SALIBA 23001 ROSCOE, WEST HILLS 81,291 100.0% May-01 3751 5VVINEKTON & WALDERG 1126 WIL5111RE BLVD., LA 10,800 1.0% May-01 3752 MARTA METROPLEX PIER 400 ICTF, LA 7.369,400 22.6% May-01 3758 CITY OF WESTMINSTER WESTMINSTER BLVD, . WESTMINSTER 146,762 79.1% May-01 3759 CITY OF CARSON CITYWIDE OVERLAY, CARSON 2,004,235 91.2% Jun-01 3764 PORT OF LOS ANGELES BERTH 230-232 POLA 1.792,950 29.3% Jun-01 3768 CITY OF SIMI VALLEY ERRINGER AVE SIMI VALLEY 470,470 87.7% Jun-01 3769 CITY OF ANAHEIM WEIR CYN RD ANAHEIM 249,236 89.0% Jun-01 3772 LAUSDT GRANADA HILLS LOS ANGELES 531.000 8% 4.7% Jun-01 3773 LAUSDT TULSA ELEM SCH GRANADA HILLS 469,030 Jun-01 3774 MPTV 23388 MULHOLLAND DR. WEST HILLS 193.984 56.2% Jun-01 3778 H.F. BOECKMANN II 15505 ROSCOE NORTH HILLS 51,840 81..40/a Jun-0.1 3780 CITY OF GLENDALE ANNUAL ST. RESURFACE GLENDALE 1.596.935 99.40/c Jul-01 3781 CITY OF LONG BEACH SOUTH ST LONG BEACH 251,250 25.40/c Jul-01 3782 CITY OF CULVER CITY OVERLAND AVENUE CULVER CITY 714,805 93.90/c Jul-01 3783 CITY OF LA PALMA VARIOUS LOCATIONS LA PALMA 254,250 93.6°/a Jul-01 ..3784 BOVIS LEND LEASE 10727 WILSHIRE LOS ANGELES 85,000 91.4% Jul-01 3785 CITY OF TUSTIN EDINGER AVE TUSTIN 2,597,340 9.3% Jul-01 3786 PCL CONSTRUCTION 8570 SUNSET 3. W. HOLLYWOOD 349,495 97.20/c Jul-01 3787 CITY OF SANTA MONICA VARIOUS LOC SANTA MONICA 3,367,450 0.50/( Jul-01 3788 CITYOF LONG BEACH PALO VERDE AVE LONG BEACH 403,508 19.00/( Jul-01 3789 CITY OF LONG BEACH PARAMOUNTAVE LONG BEACH 475,801 21.60/c Jul-01 3790 CITY OF. LONG BEACH WILLOW ST LONG BEACH 434,2756% 4.00/1 Jul-01 3791 WALT DISNEY MAGIC WAY ANAHEIM 59,720 Jul-01 3792 ANDREWS RANCHO DEL SUR FIRESTONE & RYERSON DOWNEY 89,150 99.90/1 Jul-01 3794 NORD RHEIN CORP FIRE STATIONS POLB 212,800 0.20/( Jul-01 3795 CRESCENTA VALLEY WTR DIST VARIOUS ST., LA CRESCENTA 38,426 100.00/ Jul-01 3796 CITY OF SIMI VALLEY VARIOUS LOCATIONS SIMI VALLEY 1.981,888 64.20/ Jul-01 3797 LBUSD GOMPERS ELEM SCH LONG BEACH 548,552 98.60i Jul-01 3798 CITY OF LAGUNA HILLS PASEO DE VALENICA LAGUNA HILLS 1,199,616 97.50i . !Jul-01. 3799 HEWSON ALAMEDA LLC SEPULVEDA W/O ALAMEDA CARBON 84,165 75.00i Aug-01 .3801 VALLEY CREST LANDSCAPE SHADY CYN IRVINE 110,095 49.30/ Aug-01 3803 BANK OF CANTON GARVEY & MOORE MONTEREY PK 44.335 65.10/ Aug-01 3804 MCCARTHY UCI PARKING STRUCTURE IRVINE 132,000 97.40/ Aug-01 3805 LAUSDT SUPERIOR SCHOOL LOS ANGELES 601,800 97.60/ Aug-01 3806 MOOG AIRCRAFT GROUP 20263 WESTERN AVE. TORRANCE 27,500 92.50i Aug-01 3807 CITY OF LOS ANGELES OVERLAND AVE LOS ANGELES 1,839,812 6.10/ e,..,_n� *iana of lDl lwlr-TnAl AIr1CTLJC0I.1 nAll r3^A n oa,r%-..I. -' ..�........ .-- --_ EXCEL PAVING COMPANY' ' OPEN JOBS AS OF FEBRUARY 2002 CONT JOB � CITY CONTRACT % WOR OWNER/CONTRACTOR LOCATION AMOUNT COIVII DATE NO. Aug-01 3809 CHARLES PANKOW BUILDERS MONTEBELLO TOWN CTR MONTEBELLO 119,272 100.0 Sep-01 3810 J.A. JONES 11110 W. PICO BLVD., LOS ANGELES 195,056 0.4 Sep-01 3012 DURDANK AIRPORT AUTHORITY 2027 HOLLYWOOD. WY, BUROANK 3,466,875 9.0 Sep-01 3813 CITY.OF LAKE FOREST LAKE FOREST DR., LAKE FOREST 87,623 99.`. Oct-01 3814 PORT OF LOS ANGELES PIER 400 LEAD TRK, POLA 2,568,444 0.`. Oct-01 3815 CITY OF PARAMOUNT ORANGE AVE, PARAMOUNT 999,490 0.` Oct-01 3816 BURLINGTON NORTHERN RAILROA WASH & INDIANA, VERNON 82,749 72.( Oct-01 3817 NELSON & BELDING PORTSHEAD RD., MALIBU 128,500 0.( Oct-01 3818 PORT OF LOS ANGELES BERTH 115 SAN PEDRO 1,584,710 0.i Oct-01 3819 LAUSDT HARTE MIDDLE SCH., LAUSDT 269,269 1.� Oct 01 3820 . BULLDOG CONSTRUCTION 4400 CARTWRIGHT, STUDIO CITY 59,655 53.( Oct 01 3821 CITY OF IRVINE MACARTHUR BLVD. IRVINE 388,888 1.( Oct 01 3822 CALEX ENGINEERING CORRAL CYN, MALIBU. 127,000 76., Nov-01 3824 DAMON CONSTRUCTION MANHATTAN AVE., MANHATTAN BCH 120,000 0.t Dec-01 3825 CITY OF BELL ANITA DR & WEIK AVE BELL. 144,960 0.1 Dec-01 3826 CITY OF INDUSTRY CAPITOL AVE INDUSTRY 530,273 0.1 Dec-01 3827 W.E_ O'NEIL WASHINGTON & BROADWAY LOS ANGELES 46,300 01 Dec-01 3828 CITY OF REDONDO EL NINO STM DRAIN DAMAGE REDONDO BCH 427,195 0.1 Jan-02 3829 LA COUNTY PUBLIC WORKS COMPTON AVENUE LA COUNTY 1,253.944 0.1 Jan=02 - 3830 SO_ CALIF. -DEVELOPMENT-_ 1215-SAN ANTONIO DR LONG BEACH _ 44,126 0.1 .Jan-02 3831 ARCH TECH CORP LONG BEACH AIRPORT LONG BEACH .51,000 0. Jan-02 3832 DAMON CONSTRUCTION LA CIENEGA BLVD. BEVERLY HILLS 11,600 0. Jan-02 3833 CITY OF LOS ANGELES GRAND CANAL COURT LOS ANGELES 690,381 0. Jan-02 3834 LONG BEACH AIRPORT GATES 3 & 4 LONG BEACH 477,324 0. Jan-02 3835 LONG BEACH AIRPORT SECURITY GATES LONG BEACH 373,434 0. Jan-02. 3836 CITY OF LONG BEACH BELLFLOWER BLVD., LONG BEACH 522,675 0, Jan-02 3837 CITY OF LONG BEACH PARKCREST STREET LONG BEACH 487,365 0. Jan-02 3838 CITY OF LONG BEACH COLLEGE PARK DRIVE LONG BEACH 107,910 0. Jan-02 3839 CITY OF LONG BEACH VARIOUS STREETS LONG BEACH 1,157,011 0 Jan-02 3840 CITY OF GLENDALE CALIFORNIA STREET REHAB GLENDALE 265,869 0 Jan-02 3841 PORT OF LOS ANGELES MANUEL INTERMODAL TERMINAL PORT OF LA 10,946,975 0 Feb-02 3842 CITY OF ALHAMBRA STREET &.RD REHABILITATION ALHAMBRA 598,500 0 Feb-02 .3843' CITY OF LOS ANGELES LAUREL CYN BLVD. LOS ANGELES 643,495 0 Feb-02 3844 VALLEY CREST LANDSCAPE SHADY CANYON PHASE 1B IRVINE 95,168 0 Feb-02 3845 STEVE RADOS, INC. —INTERSECTION 15116TH _ --LOS ANGELES -- - 21137 100 Feb-02 3846 LAUSDT 42ND AND ANGELES MESA ELEM. SCH LOS ANGELES 592,700 : G Feb-02 3847 CITY OF GLENDALE STREET REHABILITATION GLENDALE 1,777,041 0 Feb-02 3849 DAVID HAWELKA, INC. 153 E.12TH ST LONG BEACH 15,300 `�. INSURACE AND INDEMNIFIATION WAIVER MODIFICATION REQUEST 1. Requested by: Chris Mendoza/Risk Management DEC 01 2003 2. Date: November 24, 2003 City 3. Name of contractor/permittee: Excel Paving Company (aka: Palp 4. Description of work to be performed: Remove/replace asphalt/traffic signal loops 5. Value and length of contract: $187,600.00; 60 days 6. Waiver/modification request: $25K per occurrence general liability deductible 7. Reason for request and why it should be granted: Unable to comply with city's zero deductible requirement 8. Identify the risks to the City in approving this waiver/modification: None. Department Head Signature Date: APPROVALS Approvals must be obtained in the order listed on this form. Two approvals are required for a request to be granted. Approval from the City Administrator's Office is only required if Risk Management and the City Attorney's Office disagree. 1. Risk Management / �j tO-'Approved ❑ Denied Signature Date 2. City Attorney's Office Approved ❑ Denied ' U/ )3 Signat re Date 3. City Administrator's Office 'Approved ❑ Denied &LA Signature Date If approved, the completed waiver/modification request is to be submitted to the City Attorney's Office along with the contract for approval. Once the contract has been approved, this form is to be filed with the Risk Management Division of Administrative Services �__..�....__ 0 I...A_......4A MA nnn7 O. Ate/ A\I EXWEL PAVING - OMPANY A GENERAL EN -ERING CONTRACTOR STATE LICENSE NO. 688659A November 18, 2003 Ms. Chris Mendoza City of Huntington Beach 2000 Main Street Huntington Beach, CA 92648 Re: Project No. MSC 418 Dear Ms. Mendoza: P.O. BOX 16405 LONG BEACH, CA 90806-5195 (562) 599-5841 FAX (562) 591-7485 The above referenced project consists of the removal and replacement of asphalt and the replacement of traffic signal loops at various locations in the City of Huntington Beach. The project is valued at approximately $187,600.00 and is to last 60 working days. If you have any questions please give me a call at (562) 599-5841. Thank you, on Martin Project Manager 0 • RCA ROUTING SHEET INITIATING DEPARTMENT: Public Works SUBJECT: Award Pavement Rehabilitation at Traffic Signal Loops COUNCIL MEETING DATE: I January 20, 2004 RCA ATTACHMENTS STATUS Ordinance (w/exhibits & legislative draft if applicable) Not Applicable Resolution (w/exhibits & legislative draft if applicable) Not Applicable Tract Map, Location Map and/or other Exhibits Attached Contract/Agreement (w/exhibits if applicable) (Signed in full by the City Attorney) Attached Subleases, Third Party Agreements, etc. (Approved as to form by City Attorney) Not Applicable Certificates of Insurance (Approved by the City Attorney) Not Applicable Financial Impact Statement (Unbudget, over $5,000) Not Applicable Bonds (If applicable) Not Applicable Staff Report (If applicable) Not Applicable Commission, Board or Committee Report (If applicable) Not Applicable Findings/Conditions for Approval and/or Denial Not Applicable EXPLANATION FOR MISSING ATTACHMENTS REVIEWED RETURNED FOR RDED Administrative Staff ( ) ( ) Assistant City Administrator (Initial) ( ) ) City Administrator (Initial) City Clerk ( ) EXPLANATION FOR RETURN OF ITEM: RCA Author: Kato