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Home My WebLink AboutR J NOBLE COMPANY - 2001-10-15 a RECEIVED BY CITY CLERK RECEIPT COPY � Return DUPLICATE to Jeffrey Hughes(ext 5260) (Name) after signing/dating (Date) >�4 CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION i� TO Shan Freidenrich, City Treasurer ��ATpTN Jinnm Slobojan, Deputy City Treasurer FROM l:.`�� 1U IF DATE SUBJECT Bond Acceptance I have received the bonds for h C A3 (Company Name) Faithful Performance Bond No Labor and Material Bond No Monument Bond No Maintenance Bond No. 83 5 B 1 D3 463 4 91 CM ktj�-�, '-s Re Tract No CC No / D 17 MSC No Approved Agenda Item No (Council Approval Date) City Clerk Vault No A/l8 b O D 56 g/lah/bondletter doc WHEN RECORDED MAIL TO. CITY OF HUNTINGTON BEACH Office of the City Clerk 'row `l,,,.i� P.O. Box 190—2000 Main St. Huntington Beach, CA 92648 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 R. J. Noble Company who was the company thereon for doing the following work to-wit: YORKTOWN AVENUE WIDENING, CC 1017 This project includes the widening and various street improvements of Yorktown Avenue from Delaware Street to Beach Boulevard.The project also includes the installation of a new 12-inch water main and the relocation of the signal pole at the northeast comer of Yorktown and Delaware. That said work was completed July 24, 2002 by said co.-npany 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 July 24, 2002, per City Council Resolution No. 2002-10 adopted February 19.2002. That upon said contract Travelers Casualty and Surety Company Of America 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 July 24,2002. Director o Public Works or City Engineer 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 NOTICAE 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 County Recorder of Orange County. Da`.ed at Huntington Beach, California,this July 24,2002. Director of Public orks or City Engineer City of Huntington Beach, California WHEN RECORDED MAIL TO: CITY OF HUNTINGTON BEACH Office of the City Clerk P.O. Box 190—2000 Main St. Huntington Beach, CA 92648 RECEIVED BY: CITY CLERK RECEIPT COPY Return DUPLICATE to Jeffrey Hughes(ext.6260) (Fame) after signingidating (D8fe) J j CITY OF HUNTING TON BEACH INTERDEPARTMENTAL COMMUNICATION TO: Shari Freidenrich, City Treasurer ATTN: Jim Slobojan, Deputy City Treasurer FROM: DATE: �-- SUBJECT: Bond Acceptance have received the bonds for _ y-•_ C-lo T (Companylvame) Faithful Performance Bond No. Labor and Material Bond No. Monument Bond No. Maintenance Bond No. S3 S B r o3 4(, 3 3 y g J 6 C yv) D Re: Tract No. CC No. MSC No. r Approved Agenda Item No. (Count!!Approval Date) City Clerk Vault No. 11 0 t, g jahlbondtetter.doc � _. _ Recorded in Official Records,County of Orange . , : . Darlene Bloom,Interim Clerk-Recorder G 11 '1 C~:,F K' l WHEN RECORDED MAIL TO: IIIII1111111 IIUIINIIIIIIIIIIIIIIII IIIIIIIIIIIIIIINOF�.��-i`;U'�;Y° cFi, CA CITY OF HUNTINGTON BEACH 2002072818910:00am 0812101 Office of the City Clerk 110 23 N12 1 0 NOV - I 3 5 P.O.Box 190—2000 Main St. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huntingt Beach C(A(' 92648 � nn� "'"""'1 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 R. J. Noble Company who was the company - — thereon for doing the foliowing-work to-wit: - -- -- - - YORKTOWN AVENIJE WIDENING, CC 1017 This project includes the widening and various street improvements of Yorktown Avenue from Delaware Street to Beach Boulevard.The project also includes the installation of a new 124nch water main and the relocation of the signal pole at the northeast comer of Yorktown and Delaware. t.`I- That said work was completed July 24,2002 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 July 24, 2002, per City Council Resolution No. 2002-10 adopted February 19,2002. That upon said contract Travelers Casualty and Surety Company Of America 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 July 24,2002. Direc4oPublic Works or City Engineer City of Huntington Beach,California STATE OF CALIFORNIA ) County of Orange )ss: City of Huntington Beach ) I, the undersigned, say: 1 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 conten!s 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 County Recorder of Orange County. Dated at Huntington Beach,California,this July 24,2002. Director of Public orks or City Engineer City of Huntington Beach, California WHEN RECORDED MAIL TO: CITY OF HUNTINGTON BEACH Office of the City Clerk P.O. Box 190—2000 Main St. Huntington Beach, CA 92648 Su ity NOTICE OF COMPLETION i ] SUBMITTAL TO CITY CLERK'S OFFICE r� . t+�e,• r Please transmit this form with the Notice of Completion to the City Clerk's Office. Note: the City Clerk's Office has 10 DAYS from the COMPLETION DATE of the Project to file the Notice for recordation (per City Council Resoluton No.2002-10 adopted February 19,2002); Please HAND CARRY to the City Clerk's Office. To: Connie Brockway, City Clerk x5404 1. Name of Company: R. J. Noble Company C �- C. N C.) 2. Contract Information: -0 ' == c-3 --� A. CC No.: 1017 = C-J L � B. Date Project Awarded by Council: October 15.2001 C. Corresponding Agenda Rem No.: PW01-131 (See attached copy of RCA) 3. Date of Completion:July 24, 2002 PLEASE INCLUDE: Robert A. Martinez, X-5423 NamelEalension July 24, 2002 Date Submitted to City Clerk's Office Attachment—Notice of Completion Cc:Eric Charlonne,Contract Administrator y3r- z+f` r CITY.0F HUNTINGTON BEACH 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK C04NIE BROCKWAY CITY CLERK August 15, 2002 /a Darlene .!. Bloom County Clerk-Recorder T 'y P.O. Box 238 Santa Ana, CA 92702 rI 1/2, Enclosed please find a Notice of Completion to be recorded and returned to the Office of the City Clerk, City of Huntington Beach, 2000 Main Street, P.O. Box 190, Huntington Beach, CA 92648. Also enclosed is a copy of the Notice of Completion to conform and return in the enclosed self- addressed,stamped envelope. �oG ��Dod?� 7�� /� Sincerely, dmz� a Connie Brockway, CMC City Clerk th Enclosure: Notice of Completion—R.J.Noble Company—CC No.1017—Yorktown Ave.Widening C--Ionowup/cashconVccnotca4ette2002.doc (Tetsphonc.714-536-5227) CITY OF HUNTINGTON BEACH RLSNoZ04.2 REQUEST FOR LEGAL SERVICES Assn To Gail Hutton, City Attorney Date WS—" o �— Date: Request made by: Telephone: Department: 12/24/01 Robert A.Martinez x-5423 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 ❑ Opinion ❑ Stop Notice ❑ Resolution ❑ Lease ® Bond ❑ Meeting ❑ Contract/Agreement ❑ Deed ❑ Court Appearance ❑ Insurance ® Other: Is Request for Preparation of Contract form attached? ❑ Yes ® No Are exhibits attached? ® Yes ❑ No Unless otherwise specified herein, I If not for Council action, consent to th disclosure of the If for City Council action, desired completion date: information ai din is RLS to all membe � y Co cil. - Agenda Deadline Council Meeting 10i2i02 Signature of partment Head COMMENTS Please review and approve "As To Form" the attached One Year Maintenance Bond and attached documents from R. J. Noble Company for the Yorktown Avenue Widening Improvements, CC# 1017. Attached are the following: 1 . Maintenance Bond, #83 SB 103463491, One sett 2. Certificate of Fact, One Sheet r-J5 o � N 3. Certification of Compliance, One sheet u' r 4. Declaration of Satisfaction of Claims, One sheet Routing: ❑ GCH ❑ PDA I ❑ LB ❑ SL ❑ JF ❑ ADL ❑ SF 0 JM ❑ This Request for Legal Services has been assigned to attorney , extension S—a—S'� His/her secretary is ��_�.__ _ _ , extensi 8'9'63 Notes: File Name: Date Completed: WP No.: ❑ Shaded areas for City Attorney's Office use only. Rf G im r.r.i n17 Q17Ai2nn9 R•FR AM MAINTENANCE BOND TRAVELERS CASUALTY AND SURETY COMPANY OFAMERICA Hargord,Connecticut 06183 BOND NO. 83 SB 103463491 BCH KNOW ALL MEN BY THESE PRESENTS: That R.J. NOBLE COMPANY as Principal,hereinafter called Contractor.and TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA,as Surely,hereinafter called Surety,are held and firmly bound unto CITY OF HUNTINGTON BEACH as Obligee,hereinafter called Owner, In the penal sum of$603,326.49 ,for the payment whereof Contractor and Surety bind themselves. their heirs, executors,administrators,successors,and assigns,)o;ntly and severally, firmly by these presents. WHEREAS,Contractor has by written agreement,dated OCTOBER 15, ,2001 entered into a contract with Owner for YORKTOWN AVENUE WIDENING FROM DELAWARE STREET TO BEACH BOULEVARD CASH CONTRACT NO. 1017 In accordance with the General Conditions. the Drawings and Specifications,which contract Is by reference Incorporated herein,and made a part hereof,and is referred toss the Contract. NOW,THEREFORE,the condition of this obligation Is such that,if Contractor shall remedy any defects due to faulty materials or workmanship which shall appear within a period cf ' ONE year(s) from the date of substantial completion of the work provided for in the Contract,then this obligation to be void;otherwise to remain In full force and effect. PROVIDED, HOWEVER, that Owner shall give Contractor and Surety notice of observed defects with reasonable promptness. SIGNED and sealed this lath day of SEPTEMBER , 20D2 IN THE PRESENCE OF: R. J. NOBLE COI'PAb'Y (Sea)) Principal 00.r Titre T! chae1 . Carver, Presidpt TRAVELERS S AL A 0 COM HY QF AMERICA APPP,Ot� AS TO FOR'..Sr� BY GALL E;;:�C:?. City Attorney Arum -E Fact By: Depaty City Attorney MIC L D. STOA 0�; :0: h n31 S•2326-1(07-97) :'� ��J'' ;''� �;:11:.�`lb.' . r � TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY Hartford,Connecticut 06183-9062 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S)-IN-FACT KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, County of Hartford, State of Connecticut, (hereinafter the "Companies") hath made, constituted and appointed, and do by these presents make, constitute and appoint: Michael D. Stong, Shawn Blume, Susan C. Monteon, Rosemary Standley, of Riverside, California, their true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United States, the following instrument(s). by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies, and all the acts of said Attomey(s)-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are now in full force and effect: VOTED. That the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attomeys-in-Fact and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her. VOTED. That the Chairman, the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary. VOTED That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Compan)when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary,or(b)duly executed(under seal,if required)by one or more Attorneys-in Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority This Power of Attorney and Certificate of Authority is signed and sealed by facsimile (mechanical or printed)under and by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY,which Resolution is now in full force and effect: VOTED. That the signature of each of the following officers- President, any Executive Vice President, any Senior Vice 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 ccAificate relating thereto appointing Resident Vice Presidents,Resident 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 in the future with respect to any bond or undertaking to which it is attached II I_nA Ctnndard) IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY have caused this instrument to be signed by their Senior Vice President and their corporate seals to be hereto affixed this 28th day of August 2001. STATE OF CONNECTICUT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY }SS.Hartford FARMINGTON CASUALTY COMPANY COUNTY OF HARTFORD • *,tY Ap0 O FbJ 8G ApSso spa19 8 2 o BY cone C0N" �y • ,a George W. Thompson ' s • �, �� `y • '`' Senior Vice President On this 28th day of August, 2001 before me personally came GEORGE W. THOMPSON to me known, who, being by me duly sworn,did depose and say: that he/she is Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, the corporations described in and which executed the above instrument; that he/she knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; and that he/she executed the said instrument on behalf of the corporations by authority of his/her office under the Standing Resolutions thereof. a.TET My commission expires June 30, 2006 Notary Public Marie C.Tetreault CERTIFICATE 1, the undersigned, Assistant Secretary of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY,stock corporations of the State of Connecticut, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked; and furthermore, that the Standing Resolutions of the Boards of Directors, as set forth in the Certificate of Authority,are now in force. Sigried and Sealed at the Home Office of the Company,in the City of Hartford,State of Connecticut. Dated this " day of 20D;, i suitf ry gJ��tY ANa16. � WRM1982 o y coau � `��a B Kori M.Johanson �` >�61 ��a�o b`y • �`� Assistant Secretary, Bond n STATE OF CALIFORNIA RIVERSIDE COUNTY OF On q!J , R/oa. ,before me, R. STANDLEY PERSONALLY APPEARED MICHAEL D. STONG personally known to me ( , ) to be the persorok,�whose name.P� is/mr-subscribed to the within instrument and acknowl. edged to me that he/ eey-executed the same in his/ iiw:,41ae7r-authorized capacity(ie4, and that by his/-heJ tL.--- signaturo(s)-on the instrument the person44 or the entity upon behalf of which the person4s) acted,executed ,� R. STANDLEY the instrument. L C0.1-1.t�1263272 WrFNESS my hand and official seal. y ►+y Comm.e=alms Julia 7,2o04 Signature This area for Official Notarial Seal OPTIONAL Tholgh the data below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INEWIDUAL ❑ CORPORATE OFFICER TITLE OR TYPE OF DOCUMENT TITLE(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY-IN-FACT NUMBER OF PAGES ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: DATE OF DOCUMENT SIGNER IS REPRESENTING: N"E OF PERSON(S)OA ENTr7YPES) SIGNER(S)OTHER THAN NAMED ABOVE F ID-es: Rev.6 4 ALL-PURPOSE ACKNOWLEDGEMENT � CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT Nam'? State of California County of n;ansp, On' September I$. 2002 before me, Carol Pettit Notary Public-- WE NAME,TITLE OF OFFICER-E.G..'IANE DOE,NOTARY PUBLIC personally appeared Michael J. Carver, President, R.J. Noble ComI)eny ,_ NAME(S)OF SiGNER(S) personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and ac- knowledged to me that helshe/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), CAROL PETTIT or the entity upon behalf of which the COMM.#1235395 acted, executed the instrument. NOTARY PUBUC,=F0FtNtA$ person(s) ORANGE COUNTY My Comm.Exp.Sep.23,200Ci WITNESS my hand and official seal. SIGNATURE OF NOTARY OPTIONAL Though the data below is not required by law,It may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER TITLE OR TYPE OF DOCUMENT TM-E(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY-IN-FACT NUMBER OF PAGES ❑ TRUSTEE(S) ❑ GUARDIANICONSERVATOR ❑ OTHER: DATE OF DOCUMENT SIGNER IS REPRESENTING: NAME CF PERSON(S)OR EMfTY(IES) SIGNER(S)OTHER THAN NAMED ABOVE 01893 NATIONAL NOTARY ASSOCIATION•8236 Remmet Ave.,P.O.Box 7184•Canoga Park,CA 91309.7164 R.J. NOBLE COMPANY ASPHALT PAVING• ENGINEERING CONTRACTORS LIC.A-782908 DECLARATION OF SATISFACTION OF CLAIMS I,Michael J. Carver,President of R. J.Noble Company, state: 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 Yorktown Avenue widening, CC-1017, and dated October 15t`, 2001. 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"). NONE I declare under penalty of perjury that the forgoing is true and correct. Executed at Orange, Ca on this 17* day of September, 2002. o INI, c Carver, President :+ r_ c7 ORANGE: 15505 E.LINCOLN AVE.•P.O.BOX 620.ORANGE,CALIFORNIA 92856-6620•(714)637-1550•FAX(714)637-6321 2ECLARATION OF SATISFACTION OF CLAIMS state: Name o 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 a'll 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 o+ the State of California: (if none, state "NONE" ) I declare under penalty of perjury that the foregoing is true and correct. Executed at on this day of 19 Signature of Contractor R.J. NOBLE COMPANY ASPHALT PAVING•ENGINEERING CONTRACTORS LIC.A-782S0$ City of Huntington Beach Department of Public Works Post Office Box 190 Huntington Beach, Ca 92648 Subject: Certification of Compliance with Title N11 of the Civil Rights Act and Equal Employment Opportunity Act of 1972 Gentlemen: The undersigned,contractor on CC-1017 YORKTOWN AVENUE,.WIDENING Project No. Title hereby certifies that all laborers, mechanics,apprentices,trainees,watchmen and guards employed by him or by any subcontractor performing work cinder 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. Sig6ture, ii1e MICHAEL J. CARVER, PRESIDENT ORANGE:15505 E.LINCOLN AVE.•P.O.BOX 620.ORANGE,CALIFORNIA 92856-6620•(714)637-1550-FAX V14}637.6321 City of Hu:itirigton Bear.% Department of Public Works Post Office Box 190 Huntington Beach, CA 92648 Subject: Certification.of Compliance with Title VII oftbe Civil Rights Act and Equal Employment Opporiw^aty Act of 1972 Gentlemen: The undcrsignrd,contractor on Project No: Titic ' hereby certifies that all laborers,mecha::cs,apprentices,trzLIets,tisztchmen and guards en,iployed by him or by any subcontractor performing work under the contract on Lhe project have been paid wages at rates not less than those required by L%e contract provisions,and that the work perfonmd by each such taborer,mcch'c.n'ic,apprentice or trabee conformed to the classifications set forth in the contractor training program provisions applicable to the vmgc rate paid. ' Signature ar;d Title Z'cc cuhcont v. Gw�i, i •• • .r -- K�WJ4 p' S t , VM l ofw t-cq Council/Agency Meeting Held: 45- Ile--11- Deferred/Continued to: %AAL----> roved ❑ Conditionally Approved ❑ Denied -t-j- ity le r Signature Council Meeting Date: May 6, 2002 Department ID Number: PW 02-041 CITY OF HUNTINGTON BEACH REQUEST FOR ACTION c SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCILS C SUBMITTED BY: RAY SILVER, CITY ADMINISTRATORX/W Cr "ter Y:PREPARED B OBERT F. BEARDSLEY, DIRECTOR OF PUBLIC WORK 'Y SUBJECT: AUTHORIZE ADDITIONAL FUNDING FOR YORKTOWN WfdEN NG PROJECT, CC -1017 Statement of Issue,Funding Source,Recommended Action,Alternative Action(s),Analysis,Environmental Status,Attachment(s) Statement of Issue: Due to unforeseen field conditions, project contingency costs will exceed the authorized budget for the Yorktown Street Widening Project. Additionally, appropriate funding for the water line replacement was inadvertently omitted from the request for project award. Funding_Source: Funds in the amount of$215,000 are budgeted in the Water Fund, Water Main Replacement, Account No. 50691006.82100. Funds in the amount of $110,000 are budgeted in Measure M Fund, Yorktown Widening, Street Improvements 2130001.82300. Recommended Action: Motion to: 1. Authorize the transfer of $215,000 from the Water Main Replacement Account to Measure M Fund as repayment for water line construction costs; and 2. Authorize an additional $110,000 in construction contingency expenditures to complete the work for the Yorktown Street Widening Project, CC-1017. Alternative Action(sf: 1. Deny request for additional funds and do not complete the project. REQUEST FOR ACTION MEETING DATE: May 6, 2002 DEPARTMENT ID NUMBER:PW 02-041 Analysis: The widening of Yorktown Avenue from Delaware Street to Beach Boulevard is the last phase of a multi-phase project to improve Yorktown from Delaware to Newland Street. The project includes the installation of a new 12-inch water main and the relocation of the traffic signal pole on the northeast corner of Yorktown and Delaware. The project included a major component of water main replacement; however, the approved budget for the project was entirely from Measure M funds. Water funds, although budgeted for the project, were not included in the Council Action. Since the project bid components are recorded separately, a one-time transfer of funds in the amount of $215,000 will reflect the cost and charge the proper fund for the water main replacement. The City Council approved the construction contract on October 15, 2001, which included a contingency budget of $46,696. However, due to a number of subsurface field conditions, including undocumented utility structures during the water main installation and a greater than estimated quantity for listed bid items, the contingency cost is projected to be approximately $156,500. This amount includes the installation of an additional asphalt- leveling course to improve the overall rideability and drainage characteristics of the roadway. It is understood that prior to City Council presentation, the Public Works Commission normally reviews change order increases, but time is of the essence. In an effort to avoid an impact on the sequence of work, the issue should not be delayed until the next regularly scheduled meeting. Public Works Commission Review: To avoid any potential claim of delay or work out of sequence with the ongoing contract, this issue will be presented as a follow-up informational item at the next regularly scheduled meeting of the Commission on May 15, 2002. Environmental Status: Not applicable. Attachment(s): di Page . -r :!I No! J. 1 D S rip on RCA Author. DSS:ERC:jm G:1R C h12002102-041 May 6 Chartonne(Yorktown Widening Fund3).doc -2- 412312002 2*19 PM RCA ROUTING SHEET INITIATING DEPARTMENT: Public Works SUBJECT: Authorize additional funding for Yorktown Widening Project, CC-1017 COUNCIL MEETING DATE: RCA ATTACHMENTS STATUS Ordinance wlexhibits & legislative draft if applicable) Not Attached (Explain) Resolution (w/exhibits & legislative draft if applicable) Not Applicable Tracot Map, Location Map and/or other Exhibits Not Applicable Contract/Agreement(wlexhibits if applicable) Signed in full b fhe City Attorney)- Not Applicable Subleases, Third Party Agreements, etc. (Aeproved as to form Py qLtZ Attome Not Applicable Certificates of Insurance (Approved by the City Attorney) Not Applicable Financial Impact Statement Unbud et, over S5.000 Not Applicable Bonds If applicable) Not Applicable Staff Report If applicable) Not Applicable Commission; Board or Committee Report if a licable Not Applicable Find irr s/Conditions for Approval and/or Denial Not Applicable EXPLANATION FOR MISSING ATTACHMENTS REVIEWED RETURNED FORWARDED Administrative Staff Assistant Ci Administrator Initial City Administrator Initial CV Clerk { ) EXPLANATION FOR RETURN OF ITEM: Only) RCA Author: RECEIVED BY: CITY CLERK RECEIPT COPY � Return DUPLICATE to It dda• us��°/"W�* Jeffrey Hughes(ext.5260) (Name) J after signing/dating (Date) �t4 CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION TO: Shari Freidenrich, City Treasurer ATT``N��J,,im Slobojan, Deputy City Treasurer � d FROM: . DATE: 12.-83-61 SUBJECT: Bond Acceptance I have received the bonds for �-,• �� r � (Company Name) Faithful Performance Bond No. 83 51 to-Bb3411 9CM Labor and Material Bond No. Monument Bond No. Maintenance Bond No. Re: Tract No. CC No. tall MSC No. Approved 0-�S-01 Agenda Item No. E4 (Council Approval Date) �,p t City Clerk Vault No. 1.4 g:/jah/bondietter.doc CITY OF HUNTINGTON BEACH Via 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK CONNIE BROCKWAY CRY CLERIC LETTER OF TRANSNUTTAL OF ITEM APPROVED BY THE CITY COUNCIL/ REDEVELOPMENT AGENCY OF THE CITY OF lit NTINGTON BEACH DATE: December 13, 2001 TO: R.J. Noble Company ATTENTION: Name 15505 E. Lincoln Ave./P.O. Box 620 DEPARTMENT: street Orange, CA 92856 REGARDING: Construction Contract City,state,zip No. 1017 See Attached Action Agenda Item E-6 Date of Approval 10/15/01 Enclosed For Your Records Is An Executed Copy Of The Above Referenced Agenda Item. Remarks: Co use Brockway City Clerk Attachments: Action Agenda Page x Agreement x Bonds x Insurance x RCA Deed Other CC: R. Beardsley DPW x x x bonds Name Departmenn RCA Aeeen:ert Insurance other R. Martinez DPW x x x bonds Name . Depanment RCA Aw"mmt Insurance other S. Freidenrich Treas. x bonds Name Department RCA ;;;;; :t Insurance Other Name De�aritmV M RCA Ageenxrt Luurance Ot.'ter C. .Mendoza tCC gmt x x Name Department RCA Insurance ITele phone:714-536-5 2271 CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND R. J. NOBLE COMPANY FOR YORKTOWN AVENUE STREET-WIDENING PROJECT FROM DELAWARE STREET TO BEACH BOULEVARD (CC-1017) THIS AGREEMENT, made and entered intc this 15th day of October 2001, by and between the City of Huntington Beach, a municipal corporation of the State of Ca'ifornia, hereinafter referred to as "CITY,"and R. J. NOBLE COMPANY, a California corporation, hereinafter referred to as "CONTRACTOR." WHEREAS, CITY has solicited bids for a public works project, hereinafter referred to as "PROJECT,* more fully described as Yorktown Avenue street-widening project from Delaware Street to Beach Boulevard, in the City of Huntington Beach; 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 onm expense, all labor, plans, tools, equipment, supplies, transportation, utilities and all other items, services 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 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 01agve/noble/11001 )( 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. However the total compensation to be paid is to be computed on the basis of the units of work as it is actually performed, in accordance with the stipulated prices named in the Bid Sheet(s). 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 investiga*ion 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. "Contract Documents"as defined herein mean and include: A. This Agreement; B. Bonds covering the work herein agreed upon, C. The CITY's standard Plans and Specifications and special contractual provisions, including those on file in the office of the Director of Public Works of CITY and adopted by the City Council of CITY, and any revisions, amendments or addenda thereto; D. The 2000 edition including 2001 supplement of Standard Specifications for Public Works Construction, published by Builders' News, Inc., 10801 National Boulevard, Los Angeles, CA 90064, and all amendments thereto, written and promulgated by the Southern 01ag eelnoblelt0/31101 2 California chapter of the American Public Works Association and the Southern California District Associated General Contractors of the California Joint Cooperative Committee; E. Bid documents including the Notice Inviting Bids, the Special Instructions to Bidders and the CONTRACTOR's proposal (attached hereto as Exhibit"A"); F. The particular plans, specifications, special provisions and addenda applicable to the PROJECT. Anything mentioned in the Specifications and not indicated in the Plans or indicated in the Plans and not mentioned in the Specifications, shall be of like effect as if indicated and mentioned in both. In case of discrepancy between any plans, specifications, special provisions, or addenda, the matter shall be immediately submitted by CONTRACTOR to the Department of Public Works of CITY (hereinafter referred to as"DPW"),without whose decision said discrepancy shall not be adjusted by CONTRACTOR, save only at its own risk and expense. 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 Four Hundred Sixty Four Thousand Six Hundred Ninety Six Dollars ($464,696.00), as set forth in the Contract Documents, to be paid as provided in this Agreement. 4. COMMENCEMENT OF PROJECT CONTRACTOR agrees to commence the PROJECT within ten (10)working days after notice to proceed is issued and shall diligently prosecute PROJECT to completion 01 agreelnoble/i 0/31101 3 within eighty (80) consecutive working from the day the"Notice to Proceed" is issued by DPW, excluding delays provided for in this Agreement. 5. 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. CONTRACTOR shall prepare and obtain approval as required by the Contract Documents for all shop drawings, details and samples, and do all other things necessary and incidental to the prosecution of its work in conformaice with the progress schedule set forth in the Contract Documents. CONTRACTOR shall coordinate its work with the work of all other contractors, subcontractors, and CITY forces working on the PROJECT, in a manner that will facilitate the efficient completion of the PROJECT and in accordance with the terms and provisions of this Agreement. CITY shall have complete control of the premises on which the work is to be performed and shall have the right to decide the time and order in which the various portions of the work shall be performed and the priority of the work of other contractors, subcontractors and CITY forces and, in general, all matters concerning the timely and orderly conduct of the work of CONTRACTOR on the premises. 6 CHANGES CONTRACTOR shall adhere strictly to the plans and specifications set forth in the Contract Documents unless a change therefrom is authorized in writing by the DPW. CONTRACTOR agrees to make any and all changes, furnish materials and perform all work necessary within the scope of the PROJECT as the DPW may require in writing. Under no condition shall CONTRACTOR make any changes without the written order of the DPW, and CITY shall not pay any extra charges made by CONTRACTOR that have not been agreed upon in writing by the DPW. 01agreelnoble/10/31/01 4 When directed to change the work, CONTRACTOR shall submit immediately to the DPW a written cost proposal reflecting the effect of the change. Should the DPW not agree to such cost proposal, the work shall be performed according to the changes ordered in writing by the DPW and the proper cost thereof shall be negotiated by the parties upon cost and pricing data submitted by the CONTRACTOR; thereupon, CITY will promptly issue an adjusted change order to CONTRACTOR and the contract price will be adjusted upward or downward accordingly. 7. NOTICE TO PROCEED No work, services, material, or equipment shall be performed or furnished under this Agreement unless and until a Notice to Proceed has been given to the CONTRACTOR by CITY. CITY does not warrant that the work will be available on the date the Notice to Prcceed is issued. In event of a delay in commencement of the work due to unavailability of the job site, for any reason, relief to the CONTRACTOR shall be limited to a time extension equal to the delay due to such unavailability. 8. 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 (t)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. Only bonds issued by California admitted sureties will be accepted. 01 agreelnobte110131l01 5 9. WARRANTIES The CONTRACTOR unconditionally guarantees all work done under this Agreement including, but not limited to, any workmanship, installation, fabrication, material or structural facilities constructed. CONTRACTOR,w.thin 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 item or items. Upon expiration of such ten- (10)day period, CITY may then make appropriate repair or replacement at CONTRACTOR's risk and expense. 10. 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 and 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. 11. LIQUIDATED DAMAGES/DELAYS It is agreed by the parties hereto that in case the total work called for hereunder is not in all parts and requirements finished or completed within the number of calendar days as set forth herein, damage will be sustained by CITY; and that it is, and would be, impractical and extremely difficult to ascertain and determine the actual damage which CITY would sustain in the event of and by reason of such delay; it is, therefore, agreed that CONTRACTOR will pay to CITY, as liquidated damages and not as a penalty, the sum of Five Hundred Dollars ($500.00) per day for each and every working days delay in completing the work in excess of the number of working/calendar days set forth herein,which represents a reasonable endeavor by the parties hereto to estimate a fair compensation for the foreseeable losses CITY would sustain in the event of and by reason of such delay; and CONTRACTOR agrees to pay said damages 01 agree/noble/10/31101 6 herein provided, and further agrees that CITY may deduct the amount thereof from any monies due or that may become due to CONTRACTOR hereunder. CONTRACTOR will be granted an extension of time and will not be assessed damages for any portion of the delay in completion of the work due to unforeseeable causes beyond the control and without the fault or negligence of CONTRACTOR, including, but not restricted to, acts of God or of the public enemy, fire, floods, epidemics, quarantine restrictions, strikes, unsuitable weather, or delays or subcontractors due to such causes. CONTRACTOR shall,within fifteen (15)days from the beginning of any such delay(unless the DPW shall grant a further period of time prior to the date of final settlement of the Agreement), notify the DPW in writing of the cause of the delay and CITY shall extend the time for completing the work if, in its judgment, the findings of fact thereon justify the delay; and the decision of the DPW shall be conclusive on the parties hereto. Should CONTRACTOR be delayed in the prosecution or completion of the work by the act, neglect or default of CITY, or should CONTRACTOR be delayed waiting for materials required by this Agreement to be furnished to CITY, or by damage caused by fire or other casualty at the job site for which CONTRACTOR is not responsible, or by the combined action of the workers, in nowise caused by or resulting from default or collusion on the part of CONTRACTOR, or in the event of a lockout by CITY, then the time herein fixed for the completion of the work shall be extended by the number of days the CONTRACTOR has thus been delayed, but no allowance or extension shall be made unless a claim therefor is presented in writing to CITY within fifteen (15) days of the commencement of such delay. No claims for additional compensaticn or damages for delays, irrespective of the cause thereof, and including without limitation the furnishing of material by CITY or delays by other contractors or subcontractors, will be allowed and said extension of time for completion shall be the sole remedy of CONTRACTOR. Olagreelnoblenomiol 7 12. DIFFERING SITE CONDITIONS (1) Notice: The CONTRACTOR shall promptly, and before such conditions are disturbed, notify the DPW in writing of: (a) Subsurface or latent physical conditions at the job site differing materially from those indicated in this Agreement or the Contract Documents; or (b) 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; (2) Time Extension: No claim of the CONTRACTOR under this Section sha'I be allowed unless the CONTRACTOR has given the notice required hereunder, provided, however, the time prescribed therefor may be extended by CITY. 13. VARIATIONS IN ESTIMATED QUANTITIES The quantities listed in the bid schedule will not govern final payment. Payment to the CONTRACTOR will be made only for the actual quantities of contract items used in construction of the PROJECT, in accordance with the plans and specifications. Upon completion of the PROJECT, if the actual quantities used are either more than or tess than the quantities listed in the bid schedule, the bid price shall prevail subject to the provisions of this section. The DPW may, at its sole discretion, when warranted by the facts and circumstances, order an equitable adjustment, upwards or downwards, in payment to the CONTRACTOR where the actual quantities used in construction of the PROJECT are in variation to the quantities listed in the bid schedule. No claim by CONTRACTOR for an equitable adjustment in 01 agree/noble/10/31101 8 price or time for completion shall be allowed if asserted after final payment under this Agreement. If the quantity variation is such as to cause an increase in the time necessary for completion, the DPW shall ascertain the facts and circumstances and make such adjustment for extending the completion date as in its judgment the findings warrant. 14. PROGRESS PAYMENTS Each month the DPW will make an estimate in writing of the work performed by CONTRACTOR and the value thereof. From each progress estimate, ten percent (10%)will be deducted and retained by CITY and the remainder, less the amount of all previous payments since commencement of the work, will be paid to CONTRACTOR. When CONTRACTOR has, in the judgment of the DPW, faithfully executed fifty percent (50%) or more of the value of the work as determined from the bid schedule, and if the DPW finds that satisfactory progress has been and is being made, the CONTRACTOR may be paid such sum as will bring the payments of each month up to one hundred percent (100%) of the value of the work completed since the commencement of the PROJECT, as determined by DPW, less all previous payments and less all previous retained amounts. The final payment, if unencumbered, or any part thereof unencumbered, shall be made thirty-five (35)days after the acceptance of the work and the filing of a Notice of Completion by CITY. Payments shall be made on demands drawn in the manner required by taw, each payment to be accompanied by a certificate signed by the DPW, affirming that the work for which payment is demanded has been performed in accordance with the terms of the Agreement and that the amount stated in the certificate is due under the terms of the Agreement. Partial payments on the contract price shall not be considered as a acceptance of any part of the work. 15. WITHHELD CONTRACT FUNDS, SUBSTITUTION OF SECURITIES At the request and expense of CONTRACTOR,who shall retain beneficial ownership and receive interest, if any thereon, CITY shall permit the substitution and deposit Otagree/noble110131101 9 therewith of securities equivalent to the amount of any monies withheld by CITY to ensure performance under the terms of this Agreement. 16. 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. 17. WAIVER OF CLAIMS The acceptance by CONTRACTOR cf the payment of the final certificate shall constitute a waiver of all claims against CITY under or arising out of this Agreement. 18. INDEMNIFICATION, DEFENSE, HOLD HARMLESS CONTRACTOR hereby agrees to protect, defend, indemnify and hold and save harmless CITY, its officers, and employees against any and all liability, claims,judgments, costs and demands, 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 tie CONTRACTOR, and 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 CITY. CONTRACTOR will conduct all defense at its sole cost and expense. 01agree/noble110131101 10 19. 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. 20. 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 sing'e 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 Olagree/noble/10/31101 1 I 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. 21. 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; 3. shall promise to provide that such polcies 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 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 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. 0 1 agree/noble/1 013 1101 12 22. DEFAULT AND TERMINATION If CONTRACTOR fails or refused 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 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. 23. DISPOSITION OF PLANS, ESTIMATES AND OTHER DOCUMENTS CONTRACTOR agrees that upon completion of the work to be performed hereunder, or upon earlier termination of this Agreement, all original plans, specifications, drawings, reports, calculations, maps and other documents pertaining to this Agreement shall be delivered to CITY and become its sole property at no further cost. 24. 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. 25. 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 Califomia Govemment Code sections 1090 et seq. 01 agree/noblel10131101 13 26. STOP NOTICES: RECOVERY OF ADMINISTRATIVE COSTS CITY shall be entitled to reasonable administrative costs and necessary disbursements arising out of the processing of Stop Notices, Notices to Withhold, or any similar legal document. Said obligation shall be provided for in the tabor and materials payment bond required of CONTRACTOR. CITY may charge an administrative fee of One Hundred Dollars ($100)for every Stop Notice filed in excess of two, regardless of whether or not CITY is named in an action to enforce such stop notices. CITY may set off any unreimbursed cost or expense so incurred against any sum or sums owed by CITY to CONTRACTOR under this Agreement. 27. NOTICES All notices required or permitted hereunder shall be delivered in person or by registered or certified mail to an 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. 28. 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. 29. 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. 30. 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 01ag•eeftblel10131101 14 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. 31. 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 attomey's fees. 32. 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. R. J. NOBLE COMPANY CITY OF HUNTINGTON BEACH, a municipal corporation of the State of By: California icha . Carver, President n �-rn f�ut.�iry 99�� h1ayoBy: Stan Hilton, S etary ATTEST:-- City Clerk IL-17-61 REVIEWED AND APPROVED: APPROVED AS T ORM: City MministratorJ�k- tyAttorney INITi D1-G 1 APPROVED: Director of Public Works 0lagree/noble/1 W31 M 15 CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND R. J. NOBLE COMPANY FOR YORKTOWN AVENUE STREET-WIDENING PROJECT FROM DELAWARE STREET TO BEACH BOULEVARD fe�8) G�-Io17 TABLE OF CONTENTS Page No. 1. STATE OF WORK; ACCEPTANCE OF RISK 1 2. ACCEPTANCE OF CONDITIONS OF WORK; PLANS 2 3. COMPENSATION 3 4. COMMENCEMENT OF PROJECT 3 5. TIME OF THE ESSENCE 4 6. CHANGES 4 7. NOTICE TO PROCEED 5 8. BONDS 5 9. WARRANTIES 5 10. INDEPENDENT CONTRACTOR 6 11. LIQUIDATED DAMAGES/DELAYS 6 12. DIFFERING SITE CONDITIONS 7 13. VARIATIONS IN ESTIMATED QUANTITIES 8 14. PROGRESS PAYMENTS 9 15. WITHHELD CONTRACT FUNDS, SUBSTITUTION OF SECURITIES 9 16. AFFIDAVITS OF SATISFACTION OF CLAIMS 10 17. WAIVER OF CLAIMS 10 18. INDEMNIFICATION, DEFENSE, HOLD HARMLESS 10 19. WORKERS' COMPENSATION INSURANCE 11 20. INSURANCE 11 21. CERTIFICATES OF INSURANCE; ADDITIONAL INSURED 12 22. DEFAULT&TERMINATION 13 23. DISPOSITION OF PLANS, ESTIMATES AND OTHER 13 24. NON-ASSIGNABILITY 13 25. CITY EMPLOYEES AND OFFICIALS 13 26. STOP NOTICES 14 27. NOTICES 14 28. CAPTIONS 14 29. IMMIGRATION 14 30. LEGAL SERVICES SUBCONTRACTING PROHIBITED 15 31. ATTORNEY'S FEES 15 32. ENTIRETY 16 State of CALIFORNIA RIGHT THUMBPRINT(OPuonaq County of ORANGE On 11127101 before me, Pamela Kitchens IDATEI INAMUTITLE OF OFFICER4.e.'JANE DOE.NOTARY PUBLIC'I personally appeared Michael J. Carver, President of 9NAMEISI OF SIGNER{SII R.J. NOBLE COMPANY and Stan Hilton, Secretary of CAPACITY CLAIMED BY SIONERISI OINDNIDUALIS) R.J. NOBLE COMPANY OCORPORATE ® personally known to me - r OFFICER(S) ttrusti basis of satisfactory OPARTNERIS) OLIMITED evidence to be the / OGENERAL person(s)whose name(s) OATTORNEY IN FACT Ware subscribed to the OTRUSTEEIS) within instrument and ❑GUARDIANICONSERVATOR acknowledged to me that OOTHER: he/she/they executed the same in h+sAhef/their authorized capacity(ies), SIGNER IS REPRESENTING: and that b #rs, e ltheir Memo or Pertonte)or Enthyrretl Signatures} L on the instrument the person(s), R.J. BOBLE CO*tPANY or the entity upon behalf of which the person(s) -y-+-�-�-- •--� acted, executed the t=NS instrument. FLIGHT THUMBPRINT lootlon.n `:C-•CWFOnNIA (7 �.� Witness m hand and official seal. Y r Cowry y '1 I�prit^I i��:�.r •�.tip, r«24.2T ISEA L) VS GNATUF. O�OLARYI CAPACITY CLAIMED BY SIONERISI • ❑INDIVIDUALISM nCORPORATE ATTENTION NOTARY OFFICER(S) The information requested below and in the column to the right is OPTIONAL. mrutl Aecording of this document is not required by law and is also optional. It could, however, prevent fraudulent attachment of this certificate to any OPARTNER(S) ❑LIMI= unauthorized document. ❑GENERAL QATTOR%EY IN FACT THIS CERTIFICATE Th10 or Tyye of Dxument OTRUSTEEIS) MUST BE ATTACHED 0 GUARDIA NICONSERVATOR TO THE DOCUMENT Num w of Paget Date of Document OOTHER: DESCRIBED AT RIGHT: Signarlt)Other Than Named Above SIGNER IS REPRESENTING: INeme of Pareontq or Entkyl+et) WOLCOTT$FORM 03240 Mr.3-04 Wee elan 0.7A) 01994 WOLCOTTS FOAMS.INC.ALL PURPOSE ACKNowLEOGMENT WTH SIGNER CAPACITYIREPRESENTATION/TWO FINGERPRINTS �illlllllf f�l�ll�i11 . 7 67775 153z4 a SECTION C t PROPOSAL for the YORKTONNN AVENUE WIDENING from DELAWARE STREET TO BEACH BOULEVARD CASII CONTRACT No. 1017 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: In compliance with the Notice Inviting Sealed Bids, the undersigned hereby proposes and agrees to perform all the work therein described, and to furnish all labor, material, equipment and incident insurance necessary therefor, in accordance *with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach. The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of the City of Huntington Beach, and to enter into a contract at the follo%%ing prices. The undersigned agrees to complete the work within 80 working days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed Will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. if at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 If awarded the Contract, the undersigned agrees that in the event of the BIDDER`S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY'S notice of award of contract to the BIDDER,the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may,at the AGENCY'S option, be considered null and void. Accompanying this proposal of bid, find10% Bidder's ilk amount of S -------- which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Calls', "Certified Check",or "Bidder's Bond",as the case may be). Bidder shall signify receipt of all Addenda here,if any: Addenda No. Date Received Bidder's Signatare One 09/05/01 Steve Mendoza, Estimator C-2 LIST OF SUBCONTRACTORS ` In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one of one percent of the total bid and the portion (by percentage of the total bid)of the work to be done by such subcontractor. Portion Name and Address of Subcontractor State License Class of work. Number �Jff IICC 2.67 ��NE,BO U89,9 T, SUITE !00 A720016 .95 MI NEEUCAgqjfij�HON, INC 683241 1.40 RWRSIDE12�IC92502SXSTEMS, INC 569352 A LAND SURVEYING 2.36 A lfflN ACA90806 L.S. 5411 7.GA T. J�rrxsanl Altl4Ht ln.-. 3?,JL 6G '� ST0118 IA- By submission of this proposal,the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the .above subcontractors listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-3 PROJECT BID SCHEDULE Item Lstimated Item with unit price Extended No. Quantity written In words Unit Price Amount I 1 Mobilization LS ----IiAl ZMAMND Dollars $ a and , S mzyo A16 Cents Per LS 2 1 Traffic Control Plan we r LS C T >< Tff,wo�va Dollars S 30cd s 3,3(9& Cents Per LS 3 1 Implcmert Traffic Control Plan Seven Thousand Four Hundred LS Dollars $ 7,485.09 $ Z_c 5—0 Nine Cents Per LS 4 1 Clear and Grub Twenty Six Thousand ' LS Ca Two Hundred and Sixteen Dollars S 26,216.6E $26,216.68 and Sixty Eight Cents Per LS 5 156 Remove PCC Curb R Gutter LF Ca Four Dollars S 4.11 S 641.16 Eleven Cents Per LF 6 775 Remove PCC Sidewalk SF rr One Dollars S 1.29 S 999.75 Twenty Nine Cents Per SF 7 65 Remove Storm Drain LF a Twenty Seven Dollars S 27.00 S 1,755.00 No Cents Per LF 8 277 Remove PCC Curb Ramp SF r, Three Dollars S 3.10 S 858.70 Ten Cents Per SF 9 730 Remove PCC Cross Gutter SF a One Dollars S 1.76 S 1,284.40 Seventy Six Cents Per SF 10 8665 Cold 111i11 A.C.5'Wide SF Ci No Dollars S .35 S 3,032.75 Thirty Five _-_Cents Per SF C-3.1 PROJECT BID SCHEDULE It stimate item Witfi unit price xten e No. Quantity written in words Unit Price Amount 11 7520 Cold Mill A.C. 10'R'idc SF rt N0 Dollars S .58 S 4,361.6( Fifty Eight Cents Per SF 12 348 Abandon Storm Drain with Concrete Slurry LF Eleven Dollars S 11.88 S 4,134.24 E i ghtXE ghCents Per LF 13 1 Abandon Existing Water Service at Water Slain EA ,Three Hundred and Sixty Eight Dollars S 368.31 S 368.31 Thirty One Cents Per EA 14 I Rcloc�Freel�I1 ousand Four Hundred EA r and_Fifty Six Dollars 5 3,456.32 S 3,456.32 Thirty Two Cents Per EA 15 2 Relocatc Street Light EA r, Three Thousand One Hundred Dollars $ 3,100.00 S 6,200.00 No Cents Per EA 16 526 Unclassilicd Excavation CY r,, Twenty Three Dollars $ 23.72 S 12,476.72 Seventy Two Cents Per CY 17 S84 Remove A.C.&Aggregate Base CY r _,ten y_Six, _ Dollars S 26.17 S23,134.28 Seventeen Cents Per CY 18 140 Pavement Reinf Fabric and Route&Seal Creks SY 4, __ _ Thirty Dollars $ 30.80 $ 4,312.00 Eighty Cents Per SY 19 210 Construct PCC Curb&Gutter LF a Twenty Six Dollars S 26.00 S 5,460.00 NO Cents Per LF 20 493 Construct Curb Ramp at Corner Radius SF r Five Dollars S 5.40 S 2,662.20 Forty Cents Per SF C-3.2 PROJECT BID SCHEDULE tern Estimated item with unit price Extended ..4 No. Quantity written in words Unit Price Amount 21 2167 Construct PCC Sidewalk Three 3.75 S 8,126.2SF Seventy Five Cents Per SF 22 142 Construct Alley Approach SF ri Eight Dollars S 8.00 S 1,136.00 Nn Cents Per Sr 23 2570 Construct Asphalt Concrete TON Forty Three Dollars S 43.00 $110,510.0 No Cents Per TON 24 13 Adjust Valves to Grade EA rP Two Hundred Dollars S 200.00 S 2,600.0 1`n Cents Per EA T 25 I2 Adjust Manholes to Grade EA ca Two Hundred Dollars S 200.00 S 2,400.0 Tin Cents Per EA 26 1 Construct 4'C13 WILocal Depression EA Four Thousand Eight Hundred Dollars S 4,800.0C S 4,800.00 NO Cents Per EA 27 1 Constru�JVe[3� ousan`X,Tjonve Hundred EA and Eight Dollars S 5,508.51 S 5,508.5 Fifty One Cents Per EA 23 84 Construct 18"RCP(132000) LF ,! One Hundred and Seventy Two Dollars S 172.82 S 14,516.8 Eights Two Cents Per LF 29 1 Relocate Traffic Signal � p LS r Tff? �l/ ��s*rj-p Dollars S �� S p/y !1✓D Cents Per LS 30 12 install Traffic Detector Loops EA Two Hundred and Sixty Dollars S 260.00 S 3,120.0 No Cents Per EA C-3.3 PROJECT BID SCHEDULE iem Estimated Item wilb unit price Extended _ f No. Quantity written In words Unit Price Amount 31 1 Signing and Striping NIA- LS cr Dollars S ,Y S Cents Per LS 32 l Survey Monumcntation LS a'u Twelve Thousand Five Fundred Dollars S 12,500.00 S12,500.00 No Cents Per LS 33 1480 12"PVC Pipe �� /y•� 6 LF a F Dollars S S r� �Fi{T Cents Per LF 34 200 6"PVC Pipe LF rr FORTY EIGHT Dollars $ 48.00 S 9,600.00 NO Cents Per LF 35 3 12"Tee Assembly EA rr ONE HUNDRED AND FIFTY Dollars S 150.00 S 450.00 NO Cents Per EA 36 7 12"Valve Assembly One Thousand Five EA r -111indred anti Fifty Dollars S_1 550 o $ 00 No Cents Per EA 37 2 12"AC x PVC Adaptcr EA Six Hundred Dollars S 600.00 S 1,200.00 No Cents Per EA 33 2 12-x 6"Tee Assembly EA ri` �Six liun rpd and ThjrtT Dollars S 61n.nn S 1 ,76n-pn No Cents Per EA 39 2 6"AC X PVC Adapter EA rf Two Hundred and Sixty Five Dollars S 265.00 S 530.00 NOCcnts Per EA 40 1 12"x 6"Cross Assembly EA Cy -Ong Thousand_Seven—Hundred Dollars $_1,700.00 S 1,700-0 Z10 Cents Per EA C-3.4 PROJECT BID SCHEDULE tern stimated Item with unit price Mended No. Quantity written in words Unit Price Amount 41 2 6"Valve Assembly EA r✓Five Hundred and Forty Dollars S 540.00 S 1,080.00 1,70 Cents Per EA 42 1 Fire Hydrant Assembly EA @ Three Thousand Dollars $ 3,000.00 S 3,000.00 No Cents Per EA 43 4 2"Service Assembly&Connect to Existing EA Two Thousand Five Hundred Dollars S 2,500.00 S 10,000.0 No Cents Per EA 44 3 Reconstruct Fire I Iydrant Assembly Two Thousand Two $udnred 2,268.00 EA C, and_.Sixry Fight Dollars S S 6,804.00 Cents Per EA 45 8 1"Service Assembly&Connect to Existing EA r, One Thousand Dollars $ 1,000.00 S 8,000.00 No Cents Per EA 46 1 Cut and Cap Exisiting Main EA r Six Hundred and Thirty Five Dollars $ 635.00 S 635.00 - _ NO _ Cents Per EA 47 1 12"Connection EA Three Thousand Seven Hundred Dollars $ 3,700.00 S 3,700.00 No Cents Per EA 43 1 3%4"Sen-ice Assembly EA r, Nine Hundred and Seventy Two Dollars $ 972.09 S 972.09 l tl _ Cents f Per EA 44 1 6"Flanged 90 Degree Elbow EA a One Hundred and Thirty Three Dollars S 133.00 S 133.00 No Cents Per EA 5t1 3 6"Flanged%C1 Adapter EA r,One Hundred and Thirty Tree Dollars $133.00 S 399.00 No Cents Per EA " C-3.5 T PROJECT BID SCHEDULE Item Estimated Item Witg unit price xtcn e -. No. Quantity written In words Unit Price Amount 51 4 6"PVC 45 Degree Elbow EA r 013e HuxdreA and_Fifrv_0na Dollars S 151.00 $ 604.00 No Cents Per LA 52 2 12"x 6"Flanged Reducer EA V _Five Hundred and Fifty Dollars S 550.85 S t.101-70 El gh t)j� f iIra ...Cents Per EA 53 2 12"Flanged x PVC 45 Degree Elbo►% EA r Seven Hundred Dollars S 700.00 S 1,400.00 No Cents Per EA 54 2 12"PVC 45 Degree Elbo%% EA —,, .Seven Hundred Dollars S 700.00 5 1,400.00 ATn Cents Per EA r 54 1 Clorination and Testing LS Two Thousand Six Hundred Dollars S 2,{QQJ)0 S I Ann n-0 No Cents Per LS Total Amount Bid in Figures: S Z ` Total Amount Bid in Words: 7c,ouA 0 S' Sip' �5 v,Oet02 A1.ut. Si t' ,r-AJ> 171Ltic C-3.G NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange Michael J. Carver , being first drily scorn, deposes and says that he or she is President of R.J. Noble Company the party making the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof,or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository,or to any member or agent thereof to effectuate a collusive or sham bid. R.J. NOBLE COMPANY Name of Bidder g atu f Bidder ia Carver President 15505 E. Lincoln Avenue, Orange, CA 92865 Address of Bidder Subscribed and scorn to before me this 5th day of September , JRRz_2001. PAMELA KITCHENS a �, COMM. #1285317 O U NOTARY PUWC-CA:JFORMA G O ORANGECOLRITY " NOTARY PUBLIC MYCv'jSsk'nExpm%tovembv24.2004 NOTARY SEAL C-a UTILITY AGREEMENT IIONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH,CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the YORKTOWN AVENUE. WIDENING (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar frith the operation to be performed and the hri.:ards involved." The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal-OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. R.J. NOBLE COMPANY Contractor y MICHAEL J. CARVER PRESIDENT Title Date: $eptember 5, 2001 C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete,under penalty of perjury,the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes INTO If the answer is yes, explain the circumstances in th.-space provided. Dote: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE ` Pursuant to Section I861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. R.J. NOBLE COMNY Contractor By . CHAE KJ. CARVER PRESIDENT Title Date: September 5, 2001 C-7 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation mill be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-8004224133 a minimum of two working days before scheduled excavation. Dim Alert Identification Number: R.J. NOBLE COMPANY Contractor By M hael Carver President Title Date: September 5, 2001 Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C.s BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: R.J. NOBLE M1PANY Bidder Name 15505 E. Lincoln Avenue Business Address Orange CA 92865 City, State Zip ( 714 ) 637-1550 Telephone Number A-782908 State Contractor's License No. and Class August 14, 2000 Original Date Issued August 31, 2002 Expiration Date The work site was inspected by Steve Mendoza of our office on September 4 �4YA 2001 The following are persons, firms,and corporations having a principal interest in this proposal: R.J. NOBLE COMPANY Michael J. Carver, President A CALIFORNIA CORPORATION Stan Hilton, Secretary Craig Roth Assistant Secretar C-9 The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. R.J. NOBLE COMPANY Company Name Signat of Bi r Michael J. Carver, President Printed or Typed Signature Subscribed and sworn to before me this 5 t1day of Se2 tember, P9V ZOO 1. PAMELA KITCHENS COMM. #1285317 O U NOTARYPUBUC-CAUFORMA o O ORANGE COS M NOTARY PUBLIC e1 MyCrol +,Sion F--VnVftSNww.rtC-r2a 2004 NOTARY SEKr Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: 1. CALTRANS, 3190 # J Airport Loop Drive, Costa Mesa, CA 92626 Name and Address of Public Agency Name and Telephone No. of Project Manager: Ghassem Ziaefan (714)271 8773 _ $2,721,302. Street Rehabilitation _ _ 1012000 Contract Amount Type of Work Date Completed 2. CITY OF ANAHEIM, 200 S. Anaheim Blvd. , Anaheim, CA 92805 Name and Address of Public Agency Name and Telephone No. of Project Manager: _ Ralph Hart (714)254-5126 _ $343,487. Street Rehabilitation 4/2000 Contract Amount Type of Work Date Completed 3. CITY OF PLACENTIA, 401 E. Chapman Avenue, Placentia, CA 92670 Name and Address of Public Agency Name and Telephone No. of Project Manager:Art Bergner (714)993-8117 $647,329. Rehabilitation of Yorba Linda Blvd. 8/2000 Contract Amount Type of Work Date Completed C-10 BID BOND TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA Hartford,Connecticut 06183 Bond No. N/A KNOW ALL MEN BY THESE PRESENTS, That we, R. J. NOBLE COMPANY I as Principal, hereinafter called the Principal,and TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA,of Hartford,Connecticut, a corporation duly organized under the laws of the State of Connecticut,as Surety, hereinafter called the Surety, are held and firmly bound unto CITY OF HUNTINGTON BEACH as Obligee, hereinafter called the Obligee, in the sum of TEN PERCENT OF THE AMOUNT OF THE BID Dollars($ 10% OF BID AMT), for the payment of which sum well and truly to be made,the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators,successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has submitted a bid for YORKTOWN AVENUE WIDENING (1017) NOW,THEREFORE, 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 contra arth 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 21st day of AUGUST 2001 R. J. NOBLE COMPANY (V��itress) (Principal)(seat) MICHA J. C ER, PRESIDENT (TnIe) DLa LERS CASUALTY D S ETY COMPANY OF AMERICA (Witness) ./r MICtAEL D. STO (%t:ornayLi-Fact) Printed in cooperation with the American Institute of Architects(AIA)by Travelers Casualty and Surety Company of America, The language in this document conforms exactly to the language used in AIA Document A310,February 1970 edition. 1 STATE OF CALIFORNIA SS. COUNTY Or RIVERSIDE On 9161 before me, R. STANDLEY PERSONALLY APPEARED---`(ICHAEL D. STONG---- personally knoirn to me (car . e _ 4 ,5: ";. _ 4-1—h-) to be the personc4101ose - is/era-subscribed to the ►vithin instrument and acknolvl- cdged to ine that he/ :l•,4rexecuted the same i1 h:s/ :--authorized eapacity(ies), and that by his/lsc>:/ R.STANDI.EY •4heir signature(s) on the instrument the persol�r or Il•.e �\ COMM.RST #i LEY 263272 entity upon behalf of which the persons) acted, executed "' •'1 SyOTARY PUCLIC•CA.IFCRNIA the instrument. r RIVrRSILE COUNTY .= M y Comm.Expires JurN 7.7. WI NI ESS my hand and official seal. Signature ! Thisrrr.TJ9rOfj uirl cialMotlScal —�POPTIONAL Though the data below is not required by law.it may prove va!uabte to persons relying on the document and cou!d prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT tL0 WDIVOIJAL ❑ CORPORATE OFFICER TiTtEkSi TITLE OR TYPE OF DOCUt IENT. ❑ PARTNER(S) ❑ LIMITED L1 ATTORNEY•lN•FACT r ~ NUMBER OF PAGES ❑ TRUSTEE(S) ❑ GUARDIAACONSERVATOR ❑ OTHER: DATE OF DOCUMENT SIGNER IS REPRESENTING: NA.,,E 9F PE ASrg.,S)CA E tiT nYpE S) SIGNER(S)OTHER THAN NAMED ABOVE; ALL-PURPOSE ACKNOWLL-1:GEMENT TRAVELERS CASUALTY AIND SURETY CO\IPA-NY OF AMERICA TRAVELERS CASUALTY AND SURETY C031PANY rARIIINGTON CASUALTY COMPXNY Iartford,Connecticut 06183-9062 TRAVELERS CASUALTY AND SURETY COMPANY OF 1LLINOIS Naperville,Illinois 60563-8458 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S)-IN-FACT KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURF,TY CO.IIPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COaIPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connccticut, and having their principal offices in tlic City of Hartford, County of Hartford, State of Connecticut, and TRAVELERS CASUALTY AND SURETY COMPANY OF ILLINOIS, a corporation duly organized tinder the laws of the State of Illinois, and having its principal office in the City of Naperville, County of DuPagc, State of IIIinois, (hereinafter the "Companies") hath mad.-, constituted and appointed, and do by these presents make, constitute and appoint: Michael D.Stong,Shawn BIume or Susan C. Monteon• " of Riverside, CA, their true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred to sign, execute and acknowlcdg_,at any place within the United States,or,if the following line be filled in,within the area there designated the following instrumcnt(s): by his/her sole signature and act, any and all bonds, rccognizances, contracts of indcmnity, and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking and any and all consents incident thereto and to bind the Companies,thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies,and all the acts of said Attorneys)-in-Fact,pursuant to the authority herein given,are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Companies,which Resolutions arc now in Tall force and effect: VOTED: That the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with L'te Company's name and seal with the Company's seal bonds,rccognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her. VOTED: That the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in►►riving and a copy thereof is filed in the office of the Secretary. VOTED. That any bond, recognizance, contract of indemnity, or writin, obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company►vhen(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and scaled with the Company's seal by a Secretary or Assistant Secretary,or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority. This Power of Attorney and Certificate of Authority is signed and sealed by facsimile under and by authority of the foltowing Standing Resolution voted by the Boards of Directors of TILILVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY, FAR-81INGTON CASUALTY COSIPANY and TRAVELERS CASUALTY AND SURETY COMPANY OF ILLI`OIS,which Resolution is now in full force and effect: VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President,any Assistant Vice President,a.-iy 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 Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bends and undertakings and other%kritings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be vaI:d and binding upon the Company and any such power so executed and certified by sack facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. (8-97) IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY, FARMINGTON CASUALTY COMPANY and TRAVELERS CASUALTY AND SURETY COMPANY OF ILLINOIS have caused this instrument to be signed by their Senior Vice President, and their corporate seals to be hereto affixed this 18th day of June, 1999. STATE OF CONNECTICUT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY }SS.Hartford FARMINGTON CASUALTY COMPANY COUNTY OF HARTFORD TRAVELERS CASUALTY AND SURETY COMPANY OF ILLINOIS 1544 J'`YY ANp s GAS(/q� µD SURFry 1� Ells Or G,p Otlplq�)�� '�OPPOq,,T� 3 ti �`�•'HARrFO a HARTFORD, 01 9 8 2� O 4 SEAL By CONN. 1£ W CONN. o 'a * ; 1871 M a �ICINO�g George W. Thompson + �a+� `bi ►�jD byy �a f s Senior Vice President On this 18th day of June, 1999 before me personally came GEORGE W. THOMPSON to me known, who, being by me duly sworn, did depose and say: that he/she is Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY, FARMINGTON CASUALTY COMPANY and TRAVELERS CASUALTY AND SURETY COMPANY OF ILLINOIS, the corporations described in and which executed the above instrument; that he/she knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; and that he/she executed the said instrument on behalf of the corporations by authority of his/her office under the Standing Resolutions thereof. Eer' P � My commission expires June 30, 2001 Notary Public Marie C.Tetreault CERTIFICATE I, the undersigned, Assistant Secretary of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY,stock corporations of the State of Connecticut, and TRAVELERS CASUALTY AND SURETY COMPANY OF ILLINOIS, stock corporation of the State of Illinois, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked; and furthermore, that the Standing Resolutions of the Boards of Directors, as set forth in the Certificate of Authority, are now in force. Signed and Sealed at the Home Office of the Company,in the City of Hartford, State of Connecticut. Dated this day of W °300/ �,SY A ,, Np pASUq �D SUREry relm-1 J „ F � � � HARTFORMN 2 a) W HARTFORD. < 0 1 9 8 2 p SEAL BY _ o ,Cj CONN. Z � . ; f971 Kori M. Johanson '�-- .� 61 ad `y • ►� ' S Assistant Secretary, Bond State Of California RIG"TTHUMBPRLNTfOptionarl County of Orange +r On 09/06/01 before me, Pamela Kitchens IDATEI INAME.7ITLE OF OFFICER,.e.'JANE ODE.NOTARY PUBLIC') personally appeared Michael J. Carver. President of 04AMLISI OF SIGNERISII t R.J. Noble Company CAPACITY CLAIMED SY SIGNERIS) ❑INDIVIDUALIS) OCORPORATE ID personally known to me • OFFICERIS) ;Illltsl asis of satisfactory OPARTNERIS) OLIMITED evidence to be the OGENERAL personal whose nameW OATTORNEY IN FACT is/a,Fe subscribed to the OTRUSTEEISI within instrument and OGUARDIANICONSERVATOR acknowledged to me that OoTHER: he/sk�eft'-- executed the same In his/heFft#eir authorized capacityR-sl, SIGNER IS REPRESENTING: and that by hisAie4tleir (Nam*of penontal of EmtitYtioo) signatureW on the R.J. NOBLE COKP&N'Y instrument the personal, or the emity upon behalf _ of which the personfs� r PA�J1El� KITCHENS acted, executed the 3 � �.y, PAMEL instrument. RIGH7T}rUMBPRIN710Ationall -- � CMAV. #1285317 0 U 'ti• N0TAAr P.;5LIC•CALIFORNIA 0 0 a+�•ti;xco.,})ri 0 Witness my hand and official seal. � My OD nmision Expires NcritanNet 24.2OC4 • (SEALI l�L(SIGNATURE OF TARY) CAPACITY CLAIMED BY SIONERIS) ❑INDIVIDUALISI ❑CORPORATE ATTENTION NOTARY OFFICERIS) The information requested below and in the column to the right is OPTIONAL. ^"`ra' Recording of this document is not required by law and is also optional. It could, however, prevent fraudulent attachment of this certificate to any CPARTNERIS) ❑LIF.IITEO unauthorized document. C30ENERAL DArTORNEY IN FACT THISCERTIF)CATE TrOoof Type ofUocwam ❑TRUSTEEISI MUST BE ATTACHED CGUARDIANICONSERVATOR TO THE DOCUMENT Number of Paged Dote of Document DOTHER: DESCRIBED AT FLIGHT: Signerfal Other That Nand Above SIGNER IS REPRESENTINO: (Name of'Peraonlal or Entitylisal tlWOLCOTTS FORM f172a0 Rev.3.94{prim CIMa 2-2A) 01994 WOLCOTTS FORMS.INC. ALL PURPOSE ACKNOWLEDGMENT WITH SIGNER CAPACITYIREPRESENTATIONRW0 F.NGERPRINTS �l 7 67775 6324 8 R.J. NOBLE COMPANY ASPHALT PAVING - ENGINEERING CONTRACTORS UPIFAX COVER LETTER - FAX NO. - 74:- Q DATE: T O: FROM: COMMENTS: TOTAL PAGES OF THIS FAX -- INCLUDING THIS COVER IS: IF ALL OF THESE PAGES ARE NOT RECEIVED, PLEASE CALL at 714-637-1SS4. R. J. NOBLE COMPANY FAX NUMBER.- 714-637-6321 ORANGE: 15505 LINCOLN AVE. -P.O. BOX 620 . ORANGE, CAS2 - (714) 637-1550. 1-(800) 339-0362 92865 vim+ Y.J �Vu,1i iV•V.. 1NJI/1 1 KJ I.J+ L'LF1�If i� � � •r+r 1 V• Vr a J1 CITY OF HUNTINGTON BEACH 2000 Main Street P . Q . Box 190 Huntington Beach , CA 92648 FAX COVER SHEET DATE: September , 2001 TO: Yorktown Avenue Widening Plan Holders FROM: Mark Uphus PHONE: 714-374-1735 Associate Civil Engineer FAX: 714-374-1573 ICE: Yorktown Avenue Number of pages including cover sheet: 3 Attention - Message: Door Planholder, Please find Addendum No. I for Yorktown Avenue Widening attached for your Immediate attention. Please sign, date and fax the Addendum to 714-374-1573 as Confirmation of receipt. The signed original copy must be Included with the sealed bid per the instructions contained in the addendum. These revisions do not change the bid opening date. We apologize for the Inconvenience this late notice causes you. Please contact me at the number above If you have any questions. Regards, OnCON31RUCTIDN CONTRACTS (CCS)1CC1D1T1CORSZIPIFAKV$If616664ADDEND.DOC �kN-ioS-�N;dl 10:02 HUNTINGTON BEACH 714 374 1573 P.021U3 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For Yorktown Avenue Widening from Delaware Street to Beach Boulevard - CC 1017 September 5, 2001 Notice To All Bidders: This addendvm is hereby made a part of the contract documents to the same extent as if It were originally included therein. Please note the fallowing clarifications and revisions to th© project specifications and plans., 1. Section 6-7.1 General, states that the time within which the Work must be completed by the Contractor is raced of 75 worsting days. This is in conflict With Section A, Notice inviting Sealed Bids and Section C. Proposal that allow 80 working days. The working days for this contract shall be 80 working days, 2. Bid Item No. 31, Signing and Striping, is hereby deleted from the Project Bid Schedule, Tho City will be accomplishing this work with its own forces. Addendum 1.Yorktown Avenue W1deningCC-1017,September S,2001, page 'I of 2 G1ComTruclbn CGnlmcb(ccfl\CCIOIT\Carnsp\Om&\AddonaoWtlderovml.Ooc x+--cJYclkJl trJ•Uc HL"1114 U I LXA LLH4-H 7141 Si4 17!] P.WV U.� 1 y All bidders shall acknowledge the rece:pt of this addendum with its bid proposal. These revisions do not change the project cost estimate. Mark P. Uphus, P.E. Associate Civil Engineer MPU Bidder Acknowledgement: R.J. NOBLE COMPANY September 5, 2001 Company Name By Steve Men oza Date Estimator Addendum 1.Yorktown Avenue WideningCC-1017,Sepfember b,2001.page 2 of 2 oNCom irwiion Canlrccrs ICCs)\CC1of7\C,&TC p\OMW\AddsndcV+ddanCvml.0oc TOWL P.©3 11/08/2001 �4COR�7 CERTIFICATE OF LIABILITY INSURANC8 DATE(MMrDNYY) ry PRODUCER (949)8 57-4500 FAX (949)357-4800 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Millenniums Risk Management & Insurance Services ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 5530 7rabuco Road HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Irvine, CA 92620 INSURERS AFFORDING COVERAGE INSURED R. 3. Noble Co. INSU1Rt-RA: Interstate Fire & Casualty / CRC 1SSO5 Lincoln Avenue U c k' INSURER0- Safeco Insurance Company P. 0. Box 620 WSO INSURLRC: Pacific Eagle Insurance Co./Pointsure Orange, CA 92865 INSURER0: INSURER E: COVERAGES TI-E POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING AI\Y REOUIREMENY.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT ArrH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR Wf Y PERTAIN.THE VNSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SMELT TO ALL THE TERMS.EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN 164AY HAVE BEEN REDUCED BY PAID CLAIMS. TR TYPE OF INSURANCE POLICY NUMBER AT IV E AT MM'0 trW POLICY N LIMITS GENERAL L1ABILfTY EACH OCCURRENCE = 1 000 X COMPAERCIAL GENERAL L"ILRY FIRE DAMAGE(My one ere) S 50 ,0001 CLAIMS At x rX occUR CL11107004 07/01/2001 07/01/2002 MED ExP way one posm) II Excl ud A PERSONAL A ADV NUURY S 1,000 GENERAL AGGREGATE S 2 DDO 00 GENT AGGREGATE LIMB APPLIES PER: PRODUCTS-COMP/OPAGG S 1,000 POLICY j� f LOC AUrOMOB.'LE LWB.LRY X ANY AUTO jEa BINED wacentSINGLE LIMITS 1,000 ALL OWNEO AUTOS BODILY INNRY s SCHEOLI ED AUTOS A8160306A 07/01/2001 07/01/2002 (Per ww) B X HIRED AUTOS BODILY INJURY S X NON-0WNEDAUTOS IftSoodent) PROPERTY DAMAGE s (PM a0006 t) GARAGE LIABILITY AUTO ONLY•EA ACCIDENT S ANY AUTO EA ACC S OTHER THAN AUTO ONLY: AGG S EXCESS LUU]11TY y1 -'r (,7 1 11 r V •�' EACH OCCURRENCE S Lr V•'� OCCUR �CLAIMS MADE t�. ' ' + v� ttgr]"RV AGGREGATE S DEDUCTIBLE ii--" ffl f RETENTION t — .i ' i S WORKERS COMPENSATION AND j ;,; :r X I TORY LIMITS HER IMPLOYEIkT LM&MY E.L.EACH ACCIDENT 9 1 DOQ O SO10OZ97 07/01/2001 07/01/2002 E L.DISEASE-EAEMPLOYEE S 1000 E.L.DISEASE-POLICY LVIAT S ],ONION C-THER DESCR: N OF OPERAT NS/L.00ATIONS/VEHICLE XC US ON ADDED BY EN RS MENTISPECIAL PROVISIONS ertificate Hofer is named Wit�onal Insurn rimary as respects General & Auto Liability per ndorsement CG 20 10 II/SS and BA 7241 10/97 / Waiver of Subrogation for Work Comp per endorsement 00 03 13 E: Yorktown Avenue Widening from Delaware Street to Beach Boulevard / Cash Contract No. 1017 10 day notice of CANCELLATION in the event of non-payment of premium. CERT.FICATE HOLDER I JADDMK&.LtNSURlED.WSURERLETT-ER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL 190000M MAIL City of Huntington Beach, its officers and 3o DAYswRRTENNOTICETOTNECERTIFICATE HOLDER NAMED TO THE LEFT, employees 2000 Main Street Huntington Beach, CA 92649 AUTHORCEDREPRESENTATIVE Darlene Owens L&W"U, ACORD 25-5(7197) CACORD CORPORATION 1983 CIT) (ftv W. N0 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. ACORD 25S(Tf97) 00.50 Policy Number GL11107004 Commercial General Liability THIS ENDORSEMENT CHANGES THE POLICY-PLEASE READ IT CAREFULLY ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS (FORM B) This endorsement modifies Insurance provided under the following: COMMERCIAL GENERAL UAB1LtTY COVERAGE PART: SCHEDULE Name of Person or organizations: City of Huntington Beach, Its officers and employees ePPROVEJ As TO iron's: 2000 Main Street GALL EL1TTO:1, Cit.,,, Attorne7 • -• ' t Huntington Beach, CA 82649 1r• i}e;ut «' L r � '� �z t°_�ep � RE: Yorktown Avenue Widening from Delaware Street to each Boulevard Cash Contract No. 1017 (If no entry appears above.information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED(Section II)Is amended to Include as an insured the person or organization shown In the Schedule,but only with respects to liability arising out of'your wcrk-for that Insured by or for you. PRIMARY: "IT IS FURTHER AGREED THAT SUCH INSURANCE AS IS AFFORDED BY THIS POLICY FOR THE BENEFIT OF THE ADDITIONAL INSURED SHOWN ABOVE SHALL BE PRIMARY INSURANCE, BUT ONLY AS RESPECTS ANY CLAIMS, LOSS OR LIABILITY ARISING DIRECTLY FROM THE NAMED INSURED'S NEGLIGENT OPERATIONS ON THIS PROJECT AND ANY INSURANCE MAINTAINED BY THE ADDITIONAL INSURED SHALL BE NOW CONTRIBUTING WITH THE INSURANCE PROVIDED HEREUNDER." CG 231011 85 Copyright Insurance Services Office,Inc.1984 Cqj CW4 VA 11 Flt* Na. 1 0 600.9D SAFEW POLICY NUMBER BA8160306A COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. INSURED CONTRACT ENDORSEMENT This endorsement modifies insurance provided under the following BUSINESS AUTO COVERAGE FORM With respect to coverage provided by this endorsement,the provisions of the Coverage Form apply unless modified by the endorsement 1. BLANKET WAIVER OF SUBROGATION 3. BLANKET ADDITIONAL INSURED Section IV—BUSINESS AUTO CONDITIONS A 5 Any person or organization for whom you are is amended by the addition of the following required under an 'insured contract" to provide We waive any rightof recovery we may have against insurance is considered an 'insured" for Liability any person or organization because of payments Coverage, but only to the extent that person or we make for'bo ft injury" or"property damage" orgaftzafion qualifies as an`insured"under the Who ansing out of the operation of a covered"auto"when is Art Insured provision contained in Section if of you have assumed liability for such "bodily injury" the Coverage Forrn or"property dameW under an"insured contract` 4. PRIOR NOTICE OF,CANCELLATION 2. BLANKET PAIMARY INSURANCE In thdovent bf cant;ellation or reduction in the Lirhits This insurance is considered primary and we will of Insurance of the Coverage Form,we will marl at not seek contribution from any other insurance lea$( thirty (30) days prior written notice to any person of organization for whom you are required available to you for any person or organization for to provide such notice under an"insured contract," whom you are required under an"insured contract" provided you notify us of such contract requirement to provide insurance,but only to the extent that this at least forty-five (45)days pnor to the cancellation is provided under Section IV---BUSINESS AUTO or reduction CONDITIONS B.5 Other Insurance. Additional Insured: City of Huntington Beach, its officers and employees 2000 Main Street Huntington Beach, CA 92649 RE. Yorktown Avenue Widening from Delaware Street to Beach Boulevard Cash Contract No 1017 SA 72 41 1 W97 ®Registered trademark of SAFECO Corporation WORKERS COMPSN$ATION A.�iD.-6AdFLOYERS LIABILITY INSURANCE POLICY WC " 03 13 (Ed. 4-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTMRS ENDORSEN1BM Wo have the tigb(t to recover ow paym+: U from anyrme liable for as injury covered by this policy. We will not enforce our nigh against the person or organization named in the Sckedak- (Thu agreement aPplws only to the e)ditt that you p afarm work Ulm& a written contract that requires you to obtain this agreement fiimm us-) This agreement sh l not operate day or indirectly to benefit any one not named m the Schadule_ Schedule AS REQUIRED 13Y WRITTEN CONTRACT. ANY PERSON.FIRM OR ORGAMZ.ATION. COMRACT MUST BE 03NFD PRIOR TO DATE OF LOSS- City of Huntington Beach, its officers and employees 2000 Main Street Huntington Beach, CA 92649 RE: Yorktown Avenue Widening from Delaware Street to Beach Boulevard /Cash Contract No. 1017 *"TIM PFZWOM CHARGE IS AS STATED ON THE INFORMATION PAGE_ This endorsement changes the policy to which it is attached and is effective on the date issued unless oih nwise stated (no inforoastioa below its required ealy wkm tbb eadors next is issued subsequent to preparation of the policy.) End0[5ementEffecdve 07/01/01 Polity No. 4SO100287 FmdvrsementNo. l Insured R J Noble Company Policy Effective Data 07/01/01 Insurance Company Pacific Eaglc Insurance Cm pauy Countersigned By ti�; rl WC 00 0313 (Edd 4-84) Copyri=bt 1983 Nabonal Council oe Compeuantioa Lanranm COUNTY OF RIVERSIDE ❑Assessor ASSESSOR-COUNTY CLERK-RECORDER 0 County CIer{:-Recorder 4080 Lemon Street o, of 2724 Gateway Drive P.O.Box 12004 t+ '. P.O.Box 751 Rivcrsid;,CA 92502 2204 Riverside,CA 925024)751 (9G9)955.6250 (944)486.7000 s Certificate pursuant to 995.640(a) Code of Civil Procedure State of California County of Riverside I ss I, GARY L. ORSO, Assessor, County Clerk-Recorder of the County of Riverside, State of California, in and for said County DO HEREBY CERTIFY THAT TRAVELERS CASUALTY AND sURfTY corms [x] hal [ ] has not been issued a certificate of authority as an admitted surety by the Insurance Commissioner authorizing the insurer to transact surety insurance in the State of California,and that based on the records in this office, that authority [ ] hu [X] has not been surrendered, revoked, canceled, annulled,or suspended. lit Testimony Whereof,I have hereunto set my hand and affixed the seal of said County this 13TIl day of_ NOVEMBER.-20()t GARY L.ORSO Br. Y Deputy �•� ,(Seal] V. RODRIGUEZ C certauth(Rev.5101) Gary L Qrso,Assessor-Clerk-Recorder Rex L Jackson,Assistant [4)" UPLICATE TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA HEAD OFFICE HARTFORD,CONNECTICUT Bond No.83 SB 103463491 BCM PERFORMANCE BOND CALIFORNIA—PUBLIC CONTRACT KNOW ALL MEN BY THESE PRESENTS: That R.J. NOBLE COMPANY as Principal, and Travelers Casualty and Surety Company of America, a Connecticut corporation authorized to execute bonds in the State of California, as Surety, are held and firmly bound unto CITY OF HUNTINGTON BEACH as Obligee, in the sum of FOUR HUNDRED SIXTY-FOUR THOUSAND SIX HUNDRED NINETY- SIX AND NO/100 Dollars ($ 464,696.00 ) for which sum we bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally by these presents. THE CONDITION of the above obligation is such that, Whereas the Principal has entered into a contract, dated OCTOBER 15, 2001 , with the Obligee. to do and perform the following work to-wit: YORKTOWN AVENUE WIDENING FROM DELAWARE STREET TO BEACH BOULEVARD CASH CONTRACT NO. 1017 NOW, THEREFORE, if the said Principal shall well and truly perform the work contracted to be performed under said contract, then this obligation shall be void; otherwise to remain in full force and effect. Signed and sealed this 13TH day of NOVEMBER , 2001 R.J. NOBLE COMPANY (Seal) HAE J. CARVER, PRESIDENT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA By IUC� �ICHAEL D TONG Attorney-in-fact STATE OF CALIFOLNIA SS. COUNTY OF RIVERSIDE On (t Wei ,before me, R. STANDLEY PERSONALLY APPEARED — — — — — — MICIIAEL D. STONG — — — -- — — personal?y known to one (or proved to me on the basis of satisfactory evidence) to be the person(s) whose names) is/arc subscribed to the within instrument and acknowl- edged to me that he/she/they executed the same in nisi her/their authorized capacity(ies), and that by his/hers their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed R. STAlJDLEY r`-• the instrument. , CO"1I11S. 12E3272 NOTARYPUZLIC-CALIFORRAIRSICE rn WITNESS my hand and official seal. ��, •- My COMM Ezpl,,,,rj;:Ti.ACU Signature. �Pf This arra for OffiWat NTorariat Seel OPTIO14AL Though the data below is hot required by taw,it may prove va!uFVe to persons relying on the document and could prevent fraudulent reattachmonl of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER TITLE OR TYPE OF DOCUMENT TmE(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY-IN-FACT NUMBER OF PAGES ❑ TRUSTEE(S) EI GUARDIAWCONSEnVATOR ❑ OTHER: DATE OF DOCUMENT SIGNER IS REPRESENTING: FUME OFPERS N(S)CREH71TVOES) SIGNER(S)OTHER THAN NAMED ABOVE I0-081 Rev.6194 ALL-PURPOSE ACKNOWLEDGEMENT 01 State of CALIFORNIA RIGHT THUMBPRINT IOptionsn County of omrm >k On 11/20/01 before me, Pamela Kitchens DATE) INAMEniTLE OF OFFICER-Le.-JANE DOL NOTARY PUEUC') 3 personally appeared Michael J. Carver C 9VAMUSI OF SJGNERISII President of R.J. Noble Company CAPACITY CLAIMED BY SIGNERISI CliNorvOUALISI OCORPORATE © personally known to me -OR OFFIGERLSI nr st asis of satisfactory ❑PARTNERISI OLIMITED evidence to be the OGENERAL personW whose name OATTORNEY IN FACT is/are- subscribed to the OTRUSTEE(S) within instrument and OGUARDIANIGONSERVATOR acknowledged tome that OOTHER: he*wA#ay executed the same in his/ eir authorized capacitytieaj, SIGNER IS REPRESENTING: and that byy hlsAw4th +r IN—at Poison(*,or Emityfies, signatureM on the R.J. NOBLE COMPAM instrument the person{s), or the entity upon behalf of which the personal acted, executed the ~ Z- lT-"—HENS instrument. RIGHT THUMSPRINT(Optional)�. P�r----�"clr�+ F:11'C �.•r.}!�` COMM. #1285317 D o , y honK�YPU5;.1C-CAL11701,�:.a oWitness my hand and official seal. ORANGE COU-NITY �A�y'G:rr.��_c-: rr•ircS�'rr�fw�:'Cr�a,FQ�� ISEALI {S:GF:ATU CF NOTARY) CAPACITY CLAIMED BY SIGNERES) DINDNIDUALISI OCOAF ORATE ATTENTION NOTARY OFFICER(S) The information requested below and In the column to the right is OPTIONAL. 1n'Lsa' RecordinJ of this document is not required by law and Is also cptional. It could, however, prevent fraudulent attachment of this certificate to any C3PARTNER(s) oLIMITED unaLlhorized document. OGENERAL DATTORNEY N FACT THIS CERTIFICATE title or Type of 00cu nem C3TRUSTEEISI MUST BE ATTACHED OGUARDIANICONSERVATOR TO THE DOCUMENT Number of Pages Date of Document DOTHER: DESCRIBED AT RIGHT: knerfel Other Than Named Above SIGNER IS REPRESENTING: (Name of Personls)or Entitylies) WOLCOTTS FORM 83240 Mr,3.94 Wics dsss 9.2AI 01994 WOLCOTTS FORMS,INC. ALL►uRPOSEACxm0vVLEJGMENT WITH SIGNER CAPACITYMEPRESENTATIONRWO FNNGEFRRINTS 7 67775 6324E a PAYMENT BOND-PUELIC WORK TRAVELERS CASUALTY AND SURETY COMPANY OF Ah1ERICA S-ECTIONS 3247-3252,CIVIL CODE Hartford,Connecticut OeI83 • A T E' Bond No. 83 SB PAhr9h_6 rl KNOW ALL MEN BY THESE PRESENTS: THAT WHEREAS,The CITY OF HUNTINGTON BEACH has awarded to R.J. NOBLE COMPANY as Contractor, a contract for the work described as follows: YORKTOWN AVENUE WIDENING FROM DELAWARE STREET TO BEACH 13OULF—VARD CASH CONTRACT NO. 1017 AND WHEREAS, Said Contractor is required to furnish a bond in connection with said contract, to secure the payment of claims of laborers,mechanics, materialmen,and other persons as provided by law. NOW, THEREFORE, We the undersigned Contractor and Surety are held and firmly bound unto the State of California in the emount required by law, the sum of FOUR HUNDRED SIXY-FOUR THOUSADN SIX HUNDRED NINETY-SIX (S464,696.00) Dollars, for which payment well and truly to be made we bind ourselves, our heirs, executors and admin;stra'ors, successors and assigns,jointly and severally,firmly by these presents. THE CONDITION OF THIS O©LIGATION IS SUCH, That if said Contractors shall fail to pay (1)Any of the persons named in Civil Code Section 3181, (2) amounts due under the Unemployment Insurance Code for work or labor performed in connection with said contract by any such claimant, or (3)any amounts required to be deducted, withheld and paid over to the Employment Development Department from wages of the employees of Contractor end his sub-contractors with respect to such work and labor, pursuant to Section 13020 of the Unemployment Insurance Code, then the Surety or Sureties herein will pay for the same in an aggregate amount not exceeding the sum specified in this bond, and also in case suit is brought upon the bond, a reasonable attorney's fee, to be fixed by the court,otherwise the above obligation shall be void. This bond sha!I inure to the benefit of any of the persons named in Civil Code Section 3181 so as to give a right of action to such persons or their assigns in eny suit brought upon this bond. This bond is executed and filed to comply with the provisions of the act of Legislature of the State of California as designated in Civil Code, Sections 3247-3252 inclusive,and a'1 amendments thereto- IN WITNESS WHEREOF, We have hereunto set our hands and seals on this 13TH day of NOVEMBER ,2001. R.J. NOBLE COMPANY M CHAEL CARVER, PRESIDENT Contractor TPAVEL S CASUALTY SURETY COMPANY OF AMERICA By 11ICHA L STOti JAttorney 'n- act 5-2061-B(07-97) r STATE OF CALIFOKNIA SS. COUNTY OF RIVERSIDE On 1I 1 1310/ ,before me, R. STANDLEY PERSONALLY APPEARED — — — — — — MICHAEL D. STONG — — — — — — Personally known to me (or prox,ed to me on the basis of satisfactory evidence) to be the person(s) whose names) is/ar- subscribed to the within instrument and acknowl- edged to me that he/she/they executed the same in his/ her/their authorized capacity(ies), and that by his/her,' their signature(s) on the instrument the person(s), or the r. R.$TA*?DEFY entity upon behalf of which the person(s) acted,executed '� CO:t i.#1203272 the irstrlment. =1FORS)ACJ R(MMIDE COUNTY :OSa WITNESS my hand and official seal. My Comm.Wires Juno 7, 1PSignature This area/vr 0,Ticial No'arM Seal OPTIONAL Though the data below Is not required by law,it may prove valuable to persons relying on the document and cou.d Prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER TITLE OR TYPE OF DOCUMENT TITLE(s) ❑ PARTNER($) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY-IN-FACT NUMBER OF PAGES ❑ TRUSTEE(S) ❑ GUARDIANrCONSERVATOR ❑ OTHER: DATE OF DOCUMENT SIGNER IS REPRESENTING: NA.YE OF PEFSON(S)CA ENTiTYpESI SIGNER(S)OTHER THAN NAMED ABOVE tD-osi r%ev.6194 ALL-PURPOSE ACKNOWLEDGEMENT TRAVELERS CASUALTY AND SURETY CO\IMN'Y OF&MERICA TRAVELERS CASUALTY AND SURETY COMPANY . f y FARUINGTON CASUALTY CONiPANNY Hartford,Connecticut 06183-9062 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(SK -FACT KNOW ALL PERSONS BY THESE PRESENTS, THAT TMVELERS CASUALTY AND SURETY COMPANY OF AMER.ICA, TRAVELERS CASUALTY AND SURETY CODIPANY and FARIISINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, County of Hartford, State of Connecticut, (hereinafter the "Companies") hath made, constituted and appointed, and do by these presents make, constitute and appoint: Michael D. Stong,Shawn BIume,Susan C. 1lionteon,Rosemary Standley, of Riverside, California, their true and lawful Attorncy(s)-in-Fact, with full powcr and authority hereby conferred to sign, execute and acknotiwledEe, at any place within the United States, the following instrumcnt(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other~writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Courpanfcs, and all the acts of said Attorncy(s)-in-Fact, pursuant to the authority herein given,are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions arc now in full farce and effect: VOTED. That the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe to sign;with the Company's name and seal with the Company's seal bonds,rccognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her. VOTED: That the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice Presidttt or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary. VOTED: n-at any bond, recognizance, contract of indemnity, or writin; obligatory in the nature of a bond, recognizance, or conditional undertalri-tg stall be valid and binding upon the Company when(a)signed by the President,any Vice Chai rtan,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and scaled with the Company's seal by a Secretary or Assistant SecreL^-ry,or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority. This Power of Attorney and Certificate of Authority is signed and scaled by facsimile (mechanical or printed) under and by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF A-MERICA, TRAVELERS CASUALTY AND SURETY CO'INIPAINY and FARIMINGTON CASUALTY COMPANY,which Resolution is now in full force and effect: VOTED: That the signature of each of the follcv%ing officers: President, any Executive Vice President, any Senior Vice President, any Vice Presidcnt,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 Reside-rhl Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes ordy of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such poever 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 in the future with respect to any bond or undertakLng to which it is attached. (11-00 Standard) IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY have caused this instrument to be signed by their Senior Vice President and their corporate seals to be hereto affixed this 28th day of August 2001. STATE OF CONNECTICUT TRAVELERS CASUALTY AND SURETY-COMPANY OF AWRICA TRAVELERS CASUALTY AND SURETY COMPANY }SS.Hartford FARMINGTON CASUALTY COMPANY COUNTY OF HARTFORD T 5 1Y aJ*TY ANpB GASU'4 ~ S n Opp ti c HA O D, t �7 1932 9 8 2 O BY lit CNO. NN c * a� � ;` ago s , George W. Thompson Senior Vice President On this 28th day of August, 2001 before me personally came GEORGE W. THOMPSON to me known, who, being by me duly sworn,did depose and say: that he/she is Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, the corporations described in and which executed the above instrument; that he/she knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; and that he/she executed the said instrument on behalf of the corporations by authority of his/her office under the Standing Resolutions thereof. 0.1 Or My commission expires June 30, 2006 Notary Public Marie C.Tetreault CERTIFICATE 1, the undersigned, Assistant Secretary of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY,stock corporations of the State of Connecticut, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked; and furthermore, that the Standing Resolutions of the Boards of Directors, as set forth in the Certificate of Authority,are now in force. Signed and Sealed at the Home Office of the Company,in the City of Hartford, State of Connecticut. Dated this Blil day of /V ftu m4-et ,200j. �u�y oW;gy. Jr D G LTY AN S < Ic G(NLOV V CONNRD Z 19 8 2�i By , Kori M. Johanson Assistant Secretary, Bond State of CALIFORNIA RIGHT THeJMBPRIN7(Optlona9 County of ORANGE On 11/20/01 before me, Pamela Kitchens DATEI INAMUnTLE OF OFFICEA4A.'JANE DOE,NOTARY PUSUC'I to personally appeared Yichael J. Carver z tNAMEIS,OF SIGNERISII President of R.J. Noble Company CAPACITY CLAIMED BYSIONERIS) OWDIVIDUALISI OCORPORATE El personally known to me -OR OFFICERISI asis of satisfactory OPARTNER(S) OLIMITED evidence to be the OGENERAL person(4 whose nameW OATTORNEY IN FACT is/a;e- subscribed to the OTAUSTEEISI within instrument and ❑GUARDIANICONSERVATOR acknowledged tome that MOTHER: hekAaAhoy executed the same in his/ heir authorized capacityRes), SIONER IS ftEPRESENTINO: and that by his 1, r INsms of Person(s)or Entlty(ios) signature(31 on the R.J. NOBLE COMPANY instrument the person($), or the entity upon behalf .----1-.----�--- of which the personl81 PAIMELA KITCHENS acted, executed the err': Col.1:1. 01285317 o instrument. RIGHT THUMBPRINT(Optknsq C' ti. () s #+ KCTAFYPJEL'C•CAJFORVA o l�iwNGECOJNTY ]ti,�C��•r, oRkN COUl ?�.2�Cq Witness my hand and official seas. (SEAL) IS:.;::AT'JAL OF NOTARY) CAPACITY CLAIMED BY SIONERISI DINDIVIDUALIS) 000RPORATE ATTENTION NOTARY OFFICERISI The information requested below and in the column to the right is OPTIONAL. Recording of this document is not required by law and Is also optional. It could, however, prevent fraudulent attachment of this certificate to any OPARTNER(S) MIMI= unauthorized document. DGENERAL OATTORNEY IN FACT THIS CERTIFICATE Tale or Type of Document OTRUSTEE ISI MUST BE ATTACHED OGUARDIANICONSERVATOR TO THE DOCUMENT Number of Pages Date of Document MOTHER: DESCRIBED AT FLIGHT. Signerls)Other Then Named Above SIGNER IS REPRESENTING: INsms of Person(O or Entityries) WOLCOTT$FORM 93240 Rev.3.94 4wke Ness e.2A, 01994 WOLCOTTS FORMS.INC. ALL PURPOSE ACKNOIWLEDGMENT WITit SIGNER CAPACITYAIEPRESENTATIONITWO FINGERPRINTS 7 67775 b3240 s Council/Agency Meeting Held: Deferred/Continued to: A proved 0 Conditi Wally Approved 0 Denied W.IC4 Clerk' ignature Council Meeting Date: OCTOBER 15, 2001 Department ID Num er: PW01-131 CITY OF HUNTINGTON BEACH REQUEST FOR COUNCIL ACTION SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL MEMBERS SUBMITTED BY: RAY SILVER, City Administratora&O r aQ�{ M PREPARED BY: ROBERT F. BEARDSLEY, Director of Public Works ) o n SUBJECT: AWARD CONTRACT FOR THE CONSTRUCTION OF THEE""" YORKTOWN STREET WIDENING PROJECT, CC-1017 Statement of Issue,Funding Source,Recommended Action,Alternative Action(s),Analysis,Environmental Status,Attachment(s) Statement of Issue: Should the City award the construction contract to the lowest responsivelresponsible bidder that submitted bids for the Yorktown Street Widening Project, CC-1017? Funding Source: Funds in the amount of $700,000 are budgeted in Measure M, Yorktown Widening, Account No. 21390001.82300. Recommended Action: Motion to: 1. Accept the lowest responsible/responsive bid submitted by R.J. Noble Company for the construction of the Yorktown Street Widening Project, CC-1017; 2. Approve and authorize the Mayor and the City Clerk to execute the construction contract between the City of Huntington Beach and R.J. Noble Company in the amount of $464,696 for the construction of the Yorktown Street Widening Project, CC-1017; and 3. Authorize the Director of Public Works to expend up to $534,400, which includes the contract cost of $464,696, estimated contingency of $46,469, and $23,235 in undesignated supplemental expenditures. Alternative Action(s): 1. Deny award of the contract to R.J. Noble Company and select another responsivelresponsible bidder. 2. Reject all seven bids and direct staff as to how to proceed. � 6 REQUEST FOR COUNCIL ACTION MEETING DATE: OCTOBER 15, 2001 DEPARTMENT ID NUMBER: PW01-131 Analysis: The widening of Yorktown Avenue from Delaware to Beach Boulevard is the last phase of a multi-phase project to improve Yorktown from Delaware to Newland. The implementation of this last phase will widen the segment from Delaware to England and will rehabilitate and resurface the road from Delaware to Beach Boulevard. The project includes the installation of a new 12-inch water main for the length of the project and the relocation of the signal pole on the northeast corner of Yorktown and Delaware. On May 21, 2001, City Council authorized the Director of Public Works to receive bids for the construction of the Yorktown Street Widening project, CC-1017. On August 28, 2001, bids were received and publicly opened by the City Clerk. The construction cost estimate for the project was $545,000. A total of seven bids were received and are summarized below, by order of least dollar amount: 1. R.J. Noble Company $464,696 2. GMC Engineering $466,006 3. G.C.I. $497,940 4. C.E.I. $522,509 5. Sequel Contractors, Inc. $527,615 6. Sully-Miller $539.925 7. Elser Construction $578,674 Public Works Commission Review: The Public Works Commission reviewed and recommended approval of the project on May 16, 2001. Environmental Status: Pursuant to the California Environmental Quality Act, the City filed Negative Declaration 93-4, which was approved on April 7, 1993. Attachment s - C ' 11 . - . � - 1 Location Map RCA Author. MPU:Jm 01-131 Oct1 tlphus(Award Yorktown) -2- 1013101 11:38 AM ATTACHMENT # 1 PC MSA41 \� in rae ADD ,EDINGER �' u~ ACE. / x g F a � EEIX _FAVE. if &y WARNER uQ AVE i 1 SLATFA AVt', ` 405 ,d TALBERT AVE. PROJECT LOCATION PACIFIC ELLIS AVE_ yA 1 t?7K1pRN A bfN1 E GARFIELD AVE. F I CD y y ' Aw- w 3 . I ADA►Is AVE. N 1 r ? * / INpAIyA 5 AVE. Q nANu _x � NAM LTOH AVE. OCEAN � S9y� TANNIN i VICINITY MAP LOCATION MAP N.T.S. N.T.S. YORKTOWN AVENUE STREET IMPROVEMENTS CC1017 RCA ROUTING SHEET INITIATING DEPARTMENT: PUBLIC WORKS SUBJECT: AWARD CONTRACT FOR THE CONSTRUCTION OF THE YORKTOWN STREET WIDENING PROJECT, CC-1017 COUNCIL MEETING DATE: October 15, 2001 RCA ATTACHMENTS STATUS Ordinance (w/exhibits & legislative draft if applicable) Not Applicable Resolution (w/exhibits & legislative draft if appli;able) Not Applicable Tract Map, Location Map and/or other Exhibits Not Applicable Contract/Agreement (w/exhibits if applicable) (Signed in full by the City Attomey) Attached Subleases, Third Party Agreements, etc. (Approved as to form by CityAttomey) Not Applicable Certificates of Insurance (Approved by the CityAttomey) 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 FORWARDED Administrative Staff ;> ( ) G411114 ) Assistant City Administrator(initial) { ) ( } City Administrator (Initial) ( ) (�,� } City Clerk ( } _ -T 7-EN EXPLANATION FOR RETURN OF ITEM: • RCA Author. MPU:jm HEUIVLI) i'Lt;Lt'VLU CITY CLERK CV CLERK CITY OF CITY OF HUNTINGTON BEACH.CA HUNINGTON BEACH.CA 1001 SEP -b P I. 59 2001 SEP b P Zq 1 cz 00 :Z ci 4- d3S 1001 c r, co a ' V3 GNOd30 NOIDNIMN �z 30 A110 x 4 n,1;I'l q 0 �1 F j jt4 CITY OF HUNTINGTON BEACH 2000 Main Street P . O . Box 190 Huntington Beach , CA 92648 LETTER OF TRANSMITTAL Fax (714) 374-1573 Attention: Connie Brockway_;City Clerk Date: Sentember20, 2001 To: City Clerk's Office Project/C.C.No.: Yorktovm Avenue Krideriny, CC-1017 2000 Main Street Regarding, B`d Documents Huntington Beach CA 92648 We are sending you: ® By U.S.Mail By Fax Mall(Number of pages Including this sheet:) We are transmitting: Attached 11 Under a separate Cover via the following items: Shop drawings Prints El Plans 11 Samples 1:1Specifications ❑ Copy of letter Change Order ❑ Cther: Item# Copies Paces Description 1 1 Bid Documents from R.J.Noble Company 2 1 Bid Documents from WC Engineering.Inc. 3 1 Bid Documents from GO Construction, Inc. 4 1 1 Bid Documents from Construction En ineers, Inc 5 1 Bid Documents from Se ual Contractors,Inc 6 1 Bid Documents from Su.7 Miller Contracting,Inc. 7 1 Bid Documents from Elser Constructors. Inc. These are transmitted as checked below: EDFor approval Approved as submitted Res ubmlt copies for approval For your use Approved as noted Submlt copies for distribution ® As requested Returned for corrections Retum corrected prints For review/comment Other: Remarks: Please find the above original documents for your records. You may contact me at extension 1735 if you have any questions. cc: By: - VXk-' Mark ph s,Assodki Civil Engineer C:%MY DOCUMtXTS1WORDXDOCUMZ ITS\TamsmrTTALs%TO10920CLLRx.DOc COPIES TO: Front Desk Engineer ✓ City Clerk PROJECT CC- 1017 PROJECT NAME: YORKTOWN WIDENING BID DATE: SEPT. 5, 2001 a@ 2PM (Engineer's Estimate: $545,000) BID LIST BIDDER'S NAME RANK TOTAL BID AMOUNT 1. ALL AMERICAN ASPHALT 2. BAXTER GRIFFIN w 3. BEADOR CONSTRUCTION 4. C. E. 1. y ,�z2, -oF.;6,- $ 5. C. F. JOHNSON, INC. 6. DAMON CONSTRUCTION $ 7. DYNALECTRIC 8. ECONOLITE CO":TROL PROD. 9. ELSER CONSTRUCTION '7 S76' 6 7y ao $ 10. EXCEL PAVING CO. $ 11. GCI 2 9Yo-IS i2. G!'.'!C ENGINEERING 2 C 70G.ors 13. INDUSTRIAL PAVING glum i.KT 14. LA SIGNAL, INC. 15. MOORE ELECTRIC 16. OR104,I COINTRACTI".G 17. R. J. NOBLEQ6. 03 18. S &J SUPPLY CO., INC. $ 19. SAVALA CONSTRUCTION 20_ SEQUEL S $ ,5'�? 7 V, so 21. SHAMAN 22. SRD ENGINEERING $ S3`� 23. SULLY- MILLER 24. VALVERDE CONST. G%Rrr)T JET r COPIES TO: Front Desk Engineer City Clerk PROJECT CC- 1017 PROJECT NAME: YORKTOWN WIDENING BID DATE: SEPT. G, 2001 @a 2PM (Engineer's Estimate: $545,000) BID LIST BIDDER'S NAME RANK TOTAL BID AMOUNT Z. ALL AMERICAN ASPHALT $ 2. BAXTER GRIFFIN w 3. BEADOR CONSTRUCTION 4 C. E. I. $ $ 5. C. F. JOHNSON, INC. 6. DAMON CONSTRUCTION g 7. DYNALECTRIC 8. ECONOLITE C0":TP.OL PROD. 9. ELSER CONSTRUCTION 17 ) 5 r 10. EXCEL PAVING CO. 4q7,11 GCI $ qq, 12. G%10 ENGINEERING � Ip 13. INDUSTRIAL PAVING 6%ffr)I.ICT r ` .0 14. LA SIGNAL, INC. 15. MOORE ELECTRIC 16. ORIJ'll CO1+:TRACT11`:3 / r17 R. J. NOBLE 1 q64, 6qb+ 03 18. S & J SUPPLY CO. INC. $ 19. SAVALA CONSTRUCTION 0 SEQUEL $ $ 21. SHAMAN $ 22. SRD ENGINEERING / G� f2)3 SULLY-MILLER 24. VALVERDE CONST. Ci\TiTi1 T TU PROOF OF PUBLICATION ancestry, sex, or religion NOTICE INVITING in any consideration SEALED BIDS leading to the award of STATE OF CALIFORNIA) .. YO1or the contract. RKTOWN No bid shall be con- AVENUE sidered unless it is prepared on the ap- SS. WIDENING ' proved Proposal forms CASH CONTRACT conformance with the County. of Orange ) No. 1017 in the Instructions to Bidders. CITY OF The bid must be ac- HUNTINGTON companied by a certified BEACH check, cashier's check, am a Citizen of the United States and a PUBLIC NOTICE IS or bidder'the AGENCY' bond made HEREBY GIVEN that for an amount no less resident of the County aforesaid; I am the .CITY OF HUNT- than 10%of.the amount r INGTON BEACH, as bid. The successful bid- and not a AGENCY, invites sealed der shall be licensed in over the age of eighteen years bids for the above stated accordance with party to or interested in the below projects bids in the loffice of receive provisions of the lions the City Clerk, Second ness and Professions entitled matter. I am a principal clerk of Code and shall possess . a State Contractor's Street, License Class at the Floor, 2000 Main the HUNTINGTON BEACH INDEPENDENT, a Huntington Beach, Cali- time of the bid opening. fomia 92648, up to the The successful Contreo- newspaper of general circulation, printed hour of 2:00 on Septem- for and his subcon- b ber 6,2001. Bids will be tractors will be required and published in the City of Huntington to possess business P public)y open in the Beach, ' County of Orange, State of lessCou otl otherwise posted. licenses from the less otherwise AGENCY. California, and that attached Notice is a Copies of the Plans, Project Description: S Specifications, and con- The project generally tract documents are consists of the widening true and complete copy as was printed available from the Office of feet of north of the Director of Public sidea of Yorktown Ave- Works, 2000 Main nue, the removal of and published in the Huntington Beach Street, Huntington areas of failed road Beach, CA 92648, upon sections and replace- and Fountain Valley issues of said payment of a $40.00 ment with full-depth nonrefundable fee if asphalt concrete, the re- newspaper to wit the issue(s) of: picked up,or payment of habilitation of much. of a $50.00 nonrefundable the 1300 feet of existing fee If mailed. pavement capped with a Any contract entered 0,15' thick asphalt con- AUgU S t 9, 2001 into pursuant to this no- crete overlay, construc- tice will incorporate' the tion of curb,gutter, side- provisions of the State walk and curb ramps, AUgUSt 16, 2001 Labor Code. Pursuant to construction of ap- the provisions of the La- proximately 1300 feet of AUgU•St 23, 2001 bor Code of the State of 12-inch waterline with California, the minimum related appurtenances, prevalling rate of per and the ad* sting of diem wages for each manholes,.valve boxes, craft, classification or and survey monuments type of workman needed to grade. The project to execute the contract•also includes the reloca- ec are, under penalty of perjury, that shall be those de- 'lion of a signal-pole on termined by the Director the comer of Yorktown the foregoing is true and correct. of Industrial Relations of and Delaware and in- the State of California, cludes the installation of which are on file at the a video detection sys- Office of the Director of tem. Public Works, 2000 • The contract allow 80 Executed on August 23 2001 Main Street, Huntington working days tocom- Beach, CA 92648. p at Costa Mesa, California. ducts aG 0%Yretenti mate illon The engineer'sworkin- from e - for the all progress pay- cluded in the contract is ments. The Contractor $575,000. may substitute an The AGENCY re- escrow holier surety of serves the right to reject equal value to.the reten- any or all bids to waive tion in accordance with any irregularity and to the provisions of the Cal- take all bids under ifornia Government advisement . for Code, Section 4590. maximum period of 60 The Contractor shall be days. beneficial owner of the BY ORDER of'the surety and shall receive CITY COUNCIL of the Signature NGTON an interest thereon. her 8 BEATY CH, CALIFORNIA,I O The AGENCY hereby affirmatively ensures the 21st day of May, that minority business 2001. enterprises will be af- Attest: forded full opportunity to Connie Brockway, submit bids in response CITY CLERK OF THE to this notice and will not CITY OF, HUNTINGTON be discriminated against BEACH on the basis of race, Published Huntington color,_ national origin Beach Independent Au- gust 9, 16, 23,2001 082-131 �okea o3-i-°� SECTION A H 15�, ,;`01 NOTICE INVITING SEALED BIDS for the YORKTOWN AVENUE NVIDENING CASH CONTRACT No. 1017 in tl:e CITY OF IIUNTIIN'GTON BEACII PUBLIC NOTICE IS HEREBY GIVEN that the CITY OF HUNTINGTON BEACH, as AGENCY, invites sealed bids for the above stated projects and will receive such bids in the office of the City Clerk, Second Floor, 2000 Main Street, Huntington Beach, California 92648, up to the hour of 2:00 on September 6, 2001. Bids will be publicly open in the Council Chambers unless otherwise posted. Copies of the Plans, Specifications, and contract documents are available from the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648, upon payment of a $40.00 nonrefundable fee if picked up,or payment of a S50.00 nonrefundable fee if mailed. Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code. Pursuant to the provisions of the Labor Code of the State of California, the minimum prevailing rate of per diem wages for each craft, classification or type of%vorkman needed to execute the contract shall be those determined by the Director of Industrial Relations of the State of California, which are on file at the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648. n.c AGENCY will deduct a 10% retention from all progress payments. The Contractor may substitute an escrow holder surety of equal value to the retention in accordance with the provisions of the California Government Code, Section 4590. The Contractor shall be beneficial owner of the surety and shall receive any interest thereon. The AGENCY hereby affirmatively ensures that minority business enterprises will be afforded full opportunity to submit bids in response to this notice and will not be discriminated against on the basis of race, color, national origin, ancestry, sex, or religion in any consideration leading to the award of contract. No bid shall be considered unless it is prepared on the approved Proposal forms in conformance with the Instructions to Bidders. A-t The bid must be accompanied by a certified check, cashier's check, or bidder's bond made payable to the AGENCY for an amount no less than 10% of the amount bid. The successful bidder shall be licensed in accordance with provisions of the Business and Professions Code and shall possess a State Contractor's License Class at the time of the bid opening. The successful Contractor and his subcontractors will be required to possess business licenses from the AGENCY. Project Description: The project generally consists of the widening of 300 feet of the north side of Yorktown Avenue, the removal of areas of failed road sections and replacement with full- depth asphalt concrete, the rehabilitation of much of the 1300 feet of existing pavement capped with a 0.15' thick asphalt concrete overlay, construction of curb, gutter, sidewalk and curb ramps, construction of approximately 1300 feet of 12-inch waterline with related appurtenances, and the adjusting of manholes, valve boxes and survey monuments to grade. The project also includes the relocation of a signal pole on the corner of Yorktown and Delaware and includes the installation of a video detection system. • The contract allows 80 working days to complete the project. • The engineer's estimate for the work included in the contract is$575,000. The AGENCY reserves the right to reject any or all bids,to waive any irregularity and to take all bids under advisement for a maximum period of 60 days. BY ORDER of the CITY COUNCIL of the CITY OF HUNTINGTON BEACH, CALIFORNIA, the 21' day of May 2001. Attest: Connie Brockway CITY CLERK OF THE CITY OF HUNTINGTON BEACH A-2 OIJ � CITY OF HUNTINGTON BEACH 2000 Main Street P . O . Box 190 —+ Huntington Beach , CA 92648 c "� t o—+-�r =-c0�'' LETTER OF TRANSMITTAL Fax (714) 374- Attention: Connie Brockway Date: AuRmst�7001 .. w 11 To: Ci Clerk's Office Project/C.C.No.: `n 3)-1017 2000 Alain Street Regarding: Yorktown Avenue Street Improvements Nuntington Beach, CA 92648 We are sending you: By Mail By Fax Mail(Number of pages Including this sheet:) ® We are hand delivering: ® Attached Vrider a separate cover via the following Items: Shop dravdngs Prints Plans Samples Specifications Copy of letter Change Order Other: Item# Co ies Paces Descri tion 1 1 2 Section A for the Yorktown Avenue Widening Project 2 3 4 5 These are transmitted as checked below: For approval Approved as submitted Resubmit coples for approval ❑ For your records Approved as noted Submit_coples for distribution For your action Q Returned for corrections Return corrected prints For review/comment Other. Remarks: Public Works intends to begin advertisement of the Yorktown Avenue Widening on August 9, 2001. Please submit the attached document for advertisement to the Huntington Beach Independent. Bid Opening is set for September 6,2001. Please contact me at extension 1735 urith any questions you may have. cc: 6� q By: Mark Uphus,Assoc Civil Engineer G:%CorsTRvrrioK CONTRACTS tCCs)\CC1017\CoRtusr\TRNSiftTLS\T010801Ct.Enx.boc CITY OF HUNTINGTON BEACH MEETING DATE: May 21, 2001 DEPARTMENT ID N MBER:PW 01-055 Council/Agency Meeting Held: 0 -- 21— DeferredlContinued to: Approved ❑ Condit'onally Approved ❑ Denied ot btytlerk' ignature Council Meeting Date. May 21, 2001 Department ID Nunn er: PW 01-055 CITY OF HUNTINGTON BEACH REQUEST FOR COUNCIL ACTION SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL MEMBERS SUBMITTED BY: RAY SILVER, City Adminis:ratoro?vxjryl _ o=;-<r. PREPARED BY, obert F. Beardsley, Director of Public Work SUBJECT: AUTHORIZE THE ADVERTISEMENT OF Y TOWN ST Ed =10 WIDENING PROJECT, CC-1017 Statement of Issue,Funding Source,Recommended Action,Alternative Action(s),Analysis,Environmental Status,Attachments) Statement of Issue: Plans and specification are now complete for the Yorktown Street Widening Project, CC1017. Should the City approve the plans and specifications and request public bids for construction? Funding Source: Measure "M" Funds of approximately $700,000 are available and will need to be appropriated at contract award. Recommended Action: Motion to: 1. Approve plans, specifications, and authorize the Director of Public Works to request bids for the Yorktown Street Widening project, CC-1017; and, 2. Approve the attached sample contract subject to award of the contract to the lowest responsible/responsive bidder. , Alternative Action(s): Do not move forward with the Yorktown Street Widening project at this time. Analysis: The widening of Yorktown Avenue from Delaware Street to Beach Boulevard is the last phase of a multi-phase project to improve Yorktown from Delaware to Newland. The implementation of this last phase will widen the segment from Delaware to England and will rehabilitate and resurface the road from Delaware to Beach Boulevard. The project includes the installation of a new 12-inch water main for the length of the project and the relocation of the signal pole on the northeast corner of Yorktown and Delaware. 01-055 May 21 Uphus(Advertise Yorktown Widening) -2- $18101 4:10 PM REQUEST FOR COUNCIL ACTION MEETING DATE: May 21, 2001 DEPARTMENT ID NUMBER-PW 01-055 This project was not included in the current budget, as the timing for acquisition of the required property was unknown. All properties have now been acquired and the widening project can be completed. Public Works Commission Review: This item was presented for approval by the Public Works Commission on May 16, 2001. Environmental Status: Pursuant to the California Environmental Quality Act, the City filed Negative Declaration 93-4, which was approved on April 7, 1993. A_ttachment(s): ICJ� Cler�'.s ape NuniberJol I I I Dlelscrlp' tion 1 Location Map RCA Author: MPU:Im 01-055 May 21 Uphus(Advertise Yorktown Widening) -3- 5181014:10 PM ATTACHMENT # 1 1 C BaSA AVE. o I 4 `Y1 N Vl N Ida FADMN VE. 10 zEDINCER AVE. Yp _72 5 � \ O I•IEIL i AVE.z 3 h< at {{ w ¢g a z 61 qp� N YdARHER"' u AW. ti t SLATER AVE. 3 1 405 ,o TALRERT JAW. � PROJECT LOCATION PACIFIC 7��C ELLIs AVE rommmm A►E)YUE CAWE"W 14A f N (fi A�oAus AVE. 1 / ll ANA us AVE. o 1LAHTA i ; A.r i I rg� HAM AVE. OCEAN ti � ANNIH A VICINITY MAP LOCATION MAP N.T.S. N.T.S. YORKTOWN AVENUE STREET IMPROVEMENTS CC1017 RCA ROUTING SHEET INITIATING DEPARTMENT: PUBLIC WORKS SUBJECT: AUTHORIZE THE ADVERTISEMENT OF THE YORKTOWN STREET WIDENING PROJECT, CC-1017 COUNCIL MEETING DATE: I -May 21, 2001 RCA ATTACHMENTS STATUS Ordinance (w/exhibits & legislative draft if applicable) NotApplicable Resolution (w/exhibits & legislative draft if applicable) Not Applicable Tract Map, location Map and/or other Exhibits Attached Contract/Agreement (wlexhibits if applicable) (Signed in full by the City Attome Not Applicable Subleases, Third Party Agreements, etc. _.(Ap2roved as to form by Crt Attome Not Applicable Certificates of Insurance (Ap2roved PX the a Attome Not Applicable Financial Impact Statement Unbud et, over$5,000 Not Applicable licable Bonds If applicable) Not Applicable Staff Re art If applicable)_ Not Applicable Commission, Board or Committee Report If applicable) Not Applicable Findings/Conditions for Approval and/or Denial Not A plicable EXPLANATION FOR MISSING ATTACHMENTS REVIEWED I RETURNED FORWARDED Administrative Staff ,E- I k Assistant Ci Administrator Initial I City Administrator initial I Gl Qty Clerk EXPLANATION FOR RETURN OF ITEM: Only) RCA Author. Uphus:jm ti C{t Y rLf-1 ' p�- „r1 „ CI fY OF I tM.CA VA � -4 4(p`'�� t07�.�3 LLJWMLJJ R.J. NOBLE COMPANY t. t A J ASPHALT PAVING-ENGINEERING CONTRACTORS V c 15505 E LINCOLN AVE -PO BOX 620 ORANGE.CALIFORNIA 92850 (714)637-1550 . I 1 TO: CITY OF HUNTINGTON BEACH CITY CLERK ' SECOND FLOOR { 2000 MAIN STREET HUNTINGTON BEACH, CA 92648 a c� Fri 'T1 _ U l" YORKTOWN AVENUE WIDENING ; CASH CONTRACT NO. 1017 CITY OF HUNTINGTON BEACH RLSNo�2WL_ REQUEST FOR LEGAL SERVICES Assn To L Gail Hutton, City Attorney Date y Date: Request made by: Telephone: Department: 1215101 Robert A.Martinez x-5423 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 ❑ Opinion ❑ Stop Notice ❑ Resolution ❑ Lease ® Bond ❑ Meeting ® Contract/Agreement ❑ Deed ❑ Court Appearance ® Insurance ❑ Other: Is Request for Preparation of Contract form attached? ® Yes ❑ No Are exhibits attached? ® Yes ❑ No Unless otherwise specified herein, I If not for Council action, consent to the disclosure o the If for City Council action, desired completion date: Information co tained in this R me 'bers y co cll Agenda Deadline If Council Meeting 12/17/01 Slgnature owpartrrfent Head COMMENTS Please check and approve the attached City-fund-ad (original) Public Works construction contract between the City of Huntington Beach and R. J. Noble Company for the Yorktown Avenue Widening Improvements, CC1017 from Delaware Street to Beach Boulevard per the attached specifications and contractor's bid proposal. Attached are the following: w , r ;, 1. Original contract agreement, for signature only y-�r 2. Performance Bond, Bond# 83 SB 103463491, two sets 4�rC-.--I p. 3. Payment Bonds, Bond# SB 103463491, two sets —� r 4. Certificate of Insurance, two sets >rn N 5. Certificate of Fact N Routing: ❑ GCH 1 ❑ PDA 1 ❑ LB ❑ SL ❑ JF ❑ ADL ❑ SF ❑ JM ❑ This Request for Legal Services has been assigned to attorney , extension His/her secretary is , extension Notes: File Name: Date Completed: WP No.: ❑ Shaded areas for City Attorney's Office use only. Ri�nninV i mrmi A-nn Qui /CORD CERTIFICATE OF LIABILITY, INSURANCE DATE n o PRODUCER (949)857-4S00 FAX (949)BS7-4800 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Millennium Risk Management & Insurance Services ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR SS30 Trabuco Road ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Irvine, CA 92620 INSURERS AFFORDING COVERAGE NsuaED R. J. Noble Co. NSURERk Interstate Fire & Casualty / CRC 15SOS Lincoln Avenue INSURERS: Safeco Insurance Company P. 0. Box 620 NSLIPSIRC: Pacific Eagle Insurance CD./Pointsure Orange, CA 9286S NSURCRD: NSURFR E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAIAED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REOU'REMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR M,iY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SU3JECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. T R TYPE OF INSURANCE POLICY NUMBER AT AFVD N AT ENI DO/YY N LlAfT3 GENERAL LmUrY EACH OCCURRENCE f 1 000 X COMMERCIAL GENERAL LIASILTTY FIRE DAMAGE(Any am Ire) f 5{} CLAIUS MADE X❑OCCUR CLI1107004 07/01/2001 07/01/2002 MED EXP("one Person) f >Excl udedl A PERSONAL A AM INJURY f 1 000 ,00 GENERAL AGGREGATE f Z W0 GENY.AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMMOP AGG f 19000, POLICY JJEE C El LOC AUTOMOBILE LIAdA(TY COMBINED SINGLE LIMIT f X ANY AUTO (Ea ocadent) 1 000 ALL OWNED AUTOS BODILY INJURY f B SCHEDULED AUTOS A8160306A 07/01/2001 07/01/2002 (P«c—) X HIREDAUTOS BODILY*WRY f NON-OWNED AUTOS (Per•mdwl) PROPERTY DAMAGE f n n r nT I:' (Per scadenq GARAGELWBILm Clt`r' aZti AUTO ONLY-EJ►ACCIDENT f ANY AUTO Gt1Il' } • a .tOrI CST ' C Lr OTHERTHAN EA ACC f AUTO ONLY: AGG f EXCESS LYIBILITY L `' v EACH OCCURRENCE f OCCUR CLAIMS MADE J �I AGGREGATE S f DEDUCTIBLE , •r_ ,� f RETENTION WORKERS COMPENSATION AND r '� "" - X NS LIMITS ER EMPLOYERS LIABILITY H E.L.EACH ACWDENT f 1,000,000 5O100287 07/01/2001 07/01/2002 E.L.DISEASE•EA EMPLOYEE f 1 000 E.L.DISEASE•POLICY LIMIT S 1 000 OTHER OESC RIP ION OF OPERA NSILOCATIONSNEHICLE XC USION ADO£D BY EN RS MENT/SPECIAL PROVISIONS ertiilicate Holer is named AdditionalInsured Pr mary as respects General & Auto Liability per ndorsement CG 20 10 11/85 and BA 7241 10/97 / waiver of Subrogation for work Comp per endorsement 00 03 13 E: Yorktown Avenue Widening from Delaware Street to Beach Boulevard / Cash Contract No. 1017 10 day notice of CANCELLATION in the event of non-payment of premium. CEPTIFICATE HOLDER ADDITIONAL INSURED:INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXRRATION DATE THEREOF,THE ISSUNG COMPANY WILL NXIII)COM MAIL City of Huntington Beach, its officers and *3a DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, employees 2000 Main Street Huntington Beach, CA 92649 AUTHCRIZEDREPRESENTATIVE Darlene Owens ACORD 25-S(7I97) VACORD CORPORATION 1988 r IMPORTANT If the certificate holder Is an ADDITIONAL INSURED,the pclicy(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. ACORD 25-5(7197) Policy Number GL11107004 Commercial General Liability THIS ENDORSEMENT CHANGES THE POLICY-PLEASE READ IT CAREFULLY ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS (FORM B) This endorsement modifies Insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART: SCHEDULE Name of Person or Organizations: City of Huntington Beach, Its officers and employees 2000 Main Street Huntington Beach, CA 92649 RE: Yorktown Avenue Widening from Delaware Street to Beach Boulevard Cash Contract No. 101T (If no entry appears above,Information required to complete this endorsement will be shown In the Declarations as applicable to this endorsement.) WHO IS AN INSURED(Section II)Is amended to Include as an insured the person or organization shown In the Schedule,but only with respects to liability arising out of"your work'for that Insured by or for you. FYYFO��'D P.0 ="0ittornay PRIMARY: GRIL IMTi0:'- City l By,: Doput "t 4_1/y city At _ne `�( / a "IT IS FURTHER AGREED THAT SUCH INSURANCE AS 14 AFFORDED BY THIS POLICY FOR THE BENEFIT OF THE ADDITIONAL INSURED SHOWN ABOVE SHALL BE PRIMARY INSURANCE, BUT ONLY AS RESPECTS ANY CLAIMS, LOSS OR LIABILITY ARISING DIRECTLY FROM THE NAMED INSURED'S NEGLIGENT OPERATIONS ON THIS PROJECT AND ANY INSURANCE MAINTAINED BY THE ADDITIONAL INSURED SHALL BE NON- CONTRIBUTING WITH THE INSURANCE PROVIDED HEREUNDER:' I CG 20 10 11 85 Copyright Insurance Services Office,Inc.1984 SAFECO' POLICY NUMBER BA8160306A COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. INSURED CONTRACT ENDORSEMENT This endorsement modifies insurance provided under the following BUSINESS AUTO COVERAGE FORM With respect to coverage provided by this endorsement,the provisions of the Coverage Form apply unless modified by the endorsement. 1. BLANKET WAIVER OF SUBROGATION 3. BLANKET ADDITIONAL INSURED Section IV—BUSINESS AUTO CONDITIONS A 5 Any person or organization for whom you are is amended by the addition of the following: required under an 'insured contract" to provide We waive anti rightaf recovery we may have against insurance is considered an -insured- for Liability any person or or*uzation because of payments _ Coverage; uf'oply to the extent that person or we make for'codify irgury" or"property damage" org0i'liza6dri qualifies as an'insured"under the Who arising out of the operation of a covered"auto"when is do Insured provision contained in Section It of the Coverage Form. you have assumed habddy for such "bodily injury" or"property damage'under an Insured contract.' 4. PRIOR NOTICE OF,CANCELLATION 2. BLANKET PRIMARY]INSURANCE In thdovedt of cancellation or reduction in the Lu`nits This insurance is considered primary and we will of Insurance of the Coverage Form,we will mail at least thirty (30) days prior written notice to any not seek contnbutton from any other insurance person of organization for whom you are required available to you for any person or organization for to provide such notice under an insured contract," whom you are required under an"insured contract" provided you notify us of such contract requirement to provide insurance,but only to the extent that this at least forty-five (45)days prior to the cancellation is provided under Section IV—BUSINESS AUTO or reduction CONDITIONS B.5 Other Insurance. Additional Insured: City of Huntington Beach, its officers and employees 2000 Main Street Huntington Beach, CA 92649 RE: Yorktown Avenue Widening from Delaware Street to Beach Boulevard Cash Contract No. 1017 BA 72 41 10197 ®Registered trademark of SAFECO Corporation WC,RXM COBVIF.NEAZTON p,.ND 2:MPLOIVF tS L A.BILTTY INSURANCE POLICY WC tl 9 03 13 (Ed. 4-84) WAIVER OF OUR R><GHT TO RT=VER FROM OMM S ZMMDBSFMUff We bays the Id&to rwovff cmr pay=="from crime table for as injury covered by&is policy. We will not cuforce our r10 against the person or organisation Gamed in tbo Schadttb- (This agreement a qbu Only to 90 extmtt that you pca£nim werk idea a wrimm contract that requ*m you to obtain Ibis agreement ftmu m-) This ag memmt a>tell not operas:dh=tly of h0hacdy to benefit any one not named is the Style. Sc mwe AS REQUIRED BY WR=1N CONTRACT: ANY PEROW.FOtU OR ORGAN UATION. CtTMRACrMtWBE SIGNED PRIOR TO DATE OF LOSS. City of Huntington Beach, Its officers and employees 2000 Main Street Huntington Beach, CA 92649 RE: Yorktown Avenue Widening from Delaware Street to Beach Boulevard/Cash Contract No. 1017 **Tfffi PER&UM CHARGE IS AS STATED ON THE INFORMATION PAGE_ This eendmm mt changes the policy to which it is attached and is erective on the date issued unlcss o&cnvise staged (no inforomiks below k regttircd pall►wkm this en&rxe mt Is inved subsequent to preparation of the policy.) Endorwmanr Effbcdve 07/01/01 PaBoy No. 4SO100297 F.ndorseanant No. I Imurcd R J Noble Company Policy Eff*ctlro Date 07/01/01 louraacc Company Pacific Eaglc hmnamce Company Couxa.rsigned By "WC 00 0313 (Ed.4-84) Copyright 1913 National Council on Campeandiss houranees I COUNTY OF RIVERSIDE ASSESSOR-COUNTY CLERK-RECORDER ❑Assessor O County Clerk-Recorder 4080 Lemon Screct o, i6'� 2724 Gateway Drive P.O.Box 12004 P.O.Box 751 Riverside,CA 92502-2204 Riverside,CA 92502-0751 (909)9554?250 (909)486 70M Certificate pursuant to 995.640(a) Code of Civil Procedure State of California ss County of Riverside I, GARY L. ORSO, Assessor, County Clerk-Recorder of the County of Riverside, State of California,in and for said County DO HEREBY CERTIFY THAT TRAVELERS CASUALTY AND _SURM CO14PANY_OF WIERICtL,� ._ [X) hn [ ] ha5 nQt been issued a certificate of authority as an admitted surety by the Insurance Commissioner authorizing the insurer to transact surety insurance in the State of California,and that i based on the records in this office, that authority [ ] haa [q ha5not been surrendered, revoked, canceled,annulled, or suspended. In Testimony If creof,I have hereunto set my hand and affixed the seal of said County this 13Tti day of Novxx1g, ?nn 1 GARY L. ORSO By: ,Deputy _ :(Seal) V. RODRI certauth(Rev.5101) Gary L.Orso,Assessor-Cterk-Recorder Rex L.Jackson,Assistant ma' i, >� CITY OF' HUNTINGTON BEACH ` ' 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK CONNIE BROCKWAY CITY CLERK December 14 , 2001 To: Contracting Engineers, Inc. 1401 Quail Street.- Ste. 115 Newport Beach, CA 92660 Enclosed please find your original bid bond issued by western Surety Company —for—CC No. 1017 Connie Brockway, CIVIC City Clerk Enclosure g Jfol lowup/cashconlreturnbidbond.doc (Telephone:714-536-5227) t CMA Bid Bond (Percentage) KNOW ALL PERSONS BY THESE PRESENTS, That we Contracting Engineers, Inc. of 3661 Spruce; Newport Beach, CA 92660 hereinafter referred to as the Western Surety Company as Surety, are held and firmly bound unto the City of Huntington Beach hereinafter referred to as the Obligee, in 10% of bid amount Dollar ( 10%of bid amount ), for the payment of which we bind ourselves, our legal representatives, assigns,jointly and severally, firmly by these presents. WHEREAS, Principal has submitted or is about to submit a proposal to.Obligee on a contract for Yorktown Avenue Widening NOW, THEREFORE, if the said contract be awarded to Principal and Principal shall, within-such time as may be specified, enter into the contract in writing and give such bond or bonds as may be specified in the bidding or contract documents with surety acceptable to Obligee;.or if Principal shall fall to do so, pay to Obligee the damages which Obligee may suffer by reason of such failure not exceeding the penalty of this bond, then this obligation shall be void; otherwise to remain in full force and effect. SIGNED, SEALED AND DATED.this 28th day Of August, 2001. Contracting Engin rs, Inc. _ (Principal) f By; (seal) Western Surety Company (Surety) Bv: (SeLl ii e f e R. Attorney in-fact G-23054-D2 y ry OD% Western Sure Company, �v A Subsidiary of CNA Surety Corporation POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Presents,That WESTERN SURETY COMPANY,a South Dakota corporation,is a duly organized and existing corporation having its principal office in the City of Sioux Falls,and State of South Dakota,and that it does by virtue of the signature and seal herein affixed hereby make,constitute and appoint Jeffrey R. Gryde, Individually of San Clemente, California its true and lawful Attorneys)-in-Fact with full power and authority hereby conferred to sign,seal and execute for and on its behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney,pursuant to the authority hereby given,are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By-Law printed on the reverse hereof,duly adopted, as indicated,by the shareholders of the corporation. In Witness Whereof,WESTERN SURETY COMPANY has caused these presents to be signed by its President and its corporate seal to be hereto affixed on this 15th day of December 2000 , '�SaE".0'. WESTE RE C M NY sctP�o`P�' Stephen T:Pate,President State of South Dakota I ss County of Minnehaha On this - 15th day of December 2000 before me personally came Stephen T.Pate,to me known, who, being by me duly sworn,did depose and say: that he resides in the City of Sioux.Falls,State of South Dakota;that he is the President of WESTERN SURETY COMPANY described in and which executed the above instrument; that he knows the seal of said corporation;that the seal affixed to the said instrument is such corporate seal;that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation. t + My commission expires ! J. MOHR i October 22,2005 f SEAL)NOTARY PUBLIC f SOUTH DAKOTA ss S My Commission Expires 10-22-2005 ! J.Mohr,Notary Public CERTIFICATE I, L. Nelson,Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in force, and further certify that the By-Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said corporation this day of /g�UsTi o WEST R SURETY COMPANY ::»o yW: _ elson,Assistant Secretary Form F4280-12-99 ALL-PURPOSE ACKNOWLEDGEMENT State of California County of.- LOS ANGELES SS. On August 28,2001 before me, CHRISTINE JANE FENDERSON-NOTARY-PUBLI (DATE) - (NOTARY) personally appeared JEFFREY R. GRYDE SIGNER(S) ® personally known to me - OR - [gxplmxldXCOxmexwx1>RXM KXAXs KItxay ndidmmto be the person(N) whose name(X) is/ax subscribed to the within instrument and acknowledged to me that he/ {tkWxexecuted the same in his/Imalkdr authorized capacity(, and that by his/h)ex"Xk signatures(�o on the instrument the person(x), or the entity upon behalf of which the CHRISTINE JANE FEWERSOH person(s1 acted, executed the instrument. Comm,11205912 N NOTARY PUBLIC-CALIFORNIA Aos Anpdes County �J My Comm.Expires Dec.24,2002 WITNESS my han d official seal. NOTARY'S SIGNATURE - OPTIONAL INFORMATION. The information below is not required by law. However, it could prevent fraudulent attachment of this acknowl- edgement to an unauthorized document. CAPACITY CLAIMED BY SIGNER (PRINCIPAL) DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER BOND TITLE OR TYPE OF DOCUMENT TITLE(S) ❑ PARTNER(S) ATTORNEY-IN-FACT NUMBER OF PAGES ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR DATE OF DOCUMENT ❑ OTHER: OTHER d SIGNER IS REPRESENTING: RIGHT THUMBPRINT NAME OF PERSON(S)OR ENTITY(IES) OF r SIGNER o a F APA 5/99 VALLEY-SIERRA, 800-362-3369 i Contracting Engineers, Inc. n 1401 Quail Street, Suite 115 Newport Beach, CA 92660 r I I _ '''-n-";: IY syl, �r ,' 1 .'I� ,r. — �it�—fiy � 1 i F _ t •'.. 1 r }' }l y J k ��+� ,, t1 • . 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"1i: .'ts'�� r�,-��-,' �3s`,,ea L:_�=•.'��1�;6j�x'!t" "fi'...n�:u.��'3�.� +{',$r;�,',' "..�tri>b'_ ,;,,>J�!:.�Yi.�;:s"��'r•:,,�..�. .:s�.:;ri'" 4v=��i'��'�� t4:,`Jw.cc,',.'.-�;"ls=ys��•�`�r�,��,}'�. ;:1,.,�:`»,�'v' u Frt'�• ��+r��i :t"4;�"Yr��„�c4'ri.',-_r,;:'�u.i<, ,,:r;�.Y;�„�i>�saa��s"�' ;a;o7""a'�.',,a,':G �"�T;��,$ %'"''."`'+�r'' �a�''"r'sa.8"p^:,u�i,�aF,''�i°.I('"`=:ii��t�,y�r,is 'i .=SJ:•.t'r.: !1'{i!.li'. �;yn'L�j,rYi�'?�J'��.+'.�-a,`y�.Er 1`" •+'. .•r+i. tt<'- .s�'L:^_ Tpf?'n:y.'t�S•,�:7,' :'*#1, a::iJ -F!+r,F"�`t�"�L��^�iA,-t� �f �3 L _i'rJ.T��',.• SECTION C PROPOSAL for the YORKTOWN AVENUE WIDENING from DELAWARE STREET TO BEACH BOULEVARD CASH CONTRACT No. 1017 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: In compliance with the Notice Inviting Sealed Bids, the undersigned hereby proposes and agrees to perform all the work therein described, and to furnish all labor, material, equipment and incident insurance necessary therefor, in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach. The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of the City of Huntington Beach, and to enter into a contract at the following prices. The undersigned agrees to complete the work within 80 working days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses. taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and Nvill readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void. Accompanying this proposal of bid, find in the amount of$ which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). Bidder'shall signify receipt of all Addenda here, if any: Addenda No. Date Received rdder's Signature C-2 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid and the portion (by percentage of the total bid) of the work to be done by such subcontractor. Portion Name and Address of Subcontractor State License Class of Work Number (1) 8 r l 7 0 k4�jNcirk PCC17 �� By submission of this proposal, the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. ?. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-3 PROJECT BID SCHEDULE Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 1 1 Mobilization hs LS c f1412TY Five- 'F4oQ5,*,jg Dollars $ J $ Z 35 boo 5, 35,o00 IV Cents Per LS 2 1 Traffics Control Plan LS cr I µ a? —TV6 (-Fv d orb Dollars $ $- 32ZO N d Cents Per LS 3 1 Implement Traffic Control Plan LS ri rOJ6,.j('j F Iv G THOyS A Dollars $2S 000 $ 25 000 i.J U Cents Per LS 4 1 Clear and Grub LS n �=irTY t1ilog- 1+UA8r--,A Dollars $ �J�`IOU $ N b Cents Per LS 5 156 Remove PCC Curb&Gutter Lf / LF r � G Dollars $ �U V Cents Per LF 6 775 Remove PCC Sidewalk SF n N 0 Dollars $ 6.1 5 $ 58f. 25 �C-V L=7-TT r—I✓e Cents Per SF 7 65 Remove Storm Drain LF :5 tA11rN T`t Fbv( Dollars $ -7 L1, 00 $ L4810 � N U Cents Per LF 8 277 Remove PCC Curb Ramp SF a /•J 0 Dollars $ 0.15 $ 207,15 5-ttibV7-7 )CI1/2 Cents Per SF 9 730 Remove PCC Cross Gutter SF n O N e Dollars $ 1 , 00 $ 1 3 0,06 /U U Cents Per SF 10 8665 Cold Mill A.C. 5'Wide SF cr /'U0 Dollars $ Vr'1 5 $ 25 8c1gj / -047-�- F!VC Cents Per SF C-3.l PROJECT BID SCHEDULE Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 11 7520 Cold Mill A.C. 10'Wide 2 SF CaNa Dollars $ V.Li 5 $ 3 30 Fo 4T, F I y e— Cents Per SF 12 348 Abandon Storm Drain with Concrete Slurry p LF @ TE-ic/ P0114z.s Dollars $ /V Cents Per LF 13 1 Abandon Existing Water Service at Water Main EA @ TIVO 14yiypre,-4 Dollars 00 60, $ 2 C) 1,f b Cents Per EA 14 1 Relocate Fire Hydrant EA u f/V,!!!- ,jtze—P Dollars $ 50D.60 /y Cents Per EA 15 2 Relocate Street Light _ 3.7 2 5 " / g o 7 y SO, o d EA @ ��-{KQw_ +Ar,y5�4N/c1 /rve../fy�✓Dollars $. M� $ /y G Cents Per EA 16 526 Unclassified Excavation a /, CY a AJfNe- Dollars $ I, bo $ q 73y 61, y U Cents Per CY 17 884 Remove A.C.&Aggregate Base CY @ IVEL.V 6- Dollars $ 12,Uo S IL) lob Cents Per CY 18 140 Pavement Reinf Fabric and Route& Seal Cracks SY @ AllIve- Dollars $ q,15 $ J Cl/t_l./T7 F!V it Cents Per SY 19 210 Construct PCC Curb&Gutter LF a 7"W EAIT r 0 Aft Dollars $ 2 -00 $ 1 U Cents Per LF 20 493 Construct Curb Ramp at Corner Radius SF @ r`6 y Dollars $ Lf Yud $ I q, 1L /V o Cents Per SF C-3.2 PROJECT BID SCHEDULE tem -E-stimated Item with unit price Extended No. Quantity written in words Unit Price Amount 21 2167 Construct PCC Sidewalk SF C T/-F Dollars $�•Sb S r/ 1=T 7 Cents Per SF 22 142 Construct Alley Approach SF @ s cve J Dollars 5 $ E\J�—I -( F--`%Ve Cents Per SF 23 2570 Construct Asphalt Concrete TON oa P 1 Fi`r T4' - Dollars $ 53 oo $ 13(92(om V Cents Per TON 24 13 Adjust Valves to Grade EA Dollars $ (7 $ 2 O Cents Per EA 25 12 Adjust Manholes to Grade EA a / wo lk/n/1JrC�a %-e j Dollars S 21520 G Cents Per EA 26 1 Construct 4'CB W/Local Depression Fib / r EA a TIvO 77*0U5o+� rt//N/2/wz�i,eJ Dollars 52,c1g5 S I)iCQ S 0 Cents Per EA 27 1 Construct 7'CB W/Local Depression EA u�{ns -��oU Sm..rA Facer hcktcliYc� f f' �Pfollars $ Ll 5 V $ 3 6 0 PV 0 Cents Per EA 28 84 Constructt 118"RCP(D2000) LF cr c 16r(4T l F[ye, Dollars $ $ 7 tLio Ai C�) Cents Per LF 29 1 Relocate Traffic Signal -L-FI 0000 1, 2.1/0 000 LS AJ11yQ 440v5v,_,d Dollars S e $ 4, B& h/ D Cents Per LS 30 12 Install Traffic Detector Loops EA a-TWo 4cmld,c d sev!, Ive- Dollars $ 275 $ A-lb Cents Per EA C-3.3 PROJECT BID SCHEDULE Item Estimated Item wit unit price Extended No. Quantity written in words Unit Price Amount 31 1 Signing and Striping �� LS Dollars $ $ CUTY Cents Per LS 32 1 Survey Monumentation LS —rWU'�1k5U5rWO 6&1, , L�tiLrUlj Prr`�Dollars $.2,15D $ 27Sb°u a �7 Cents Per LS 33 1480 12"PVC Pipe LF a �a"1�'t`P ��[=L I Dollars $ ?,0 U $ 5 d CP Cents Per LF 34 200 6" PVC Pipe 2 /_ LF a Dollars $ $ f3��06 Cents Per LF 35 3 12"Tee Assembly �- /f c G� EA n —r&eeL k jAJ,t" Dollars $ 3 DO $ ,0 J 0 �0 Cents Per EA 36 7 12"Valve Assembly EA n pNc - �1 �svt /` Dollars $ OO pO $ (1 ZOO oc W Cents Per EA 37 2 12"AC x,PVC Adapter r,� �� /( II - EA (rr �t�-y' 0 5AtyL �N� KrJ�d� Dollars $ 1(j $ A dU� PG Cents Per EA 38 2 12"x 6"Tee Assembly EA ,& &l' �JN&exk Dollars $ gW,60 $ gW.00 NJ Cents Per EA 39 2 6"AC X PVC Adapter EA " Dollars $ U D $ l o d D U Cents Per EA 40 1 12"x 6"Cross Assembly L EA a �ir L4 G�/(, �U� l Dollars $ u2-0y 0 0 $ ZOO O Cents Per EA C-3.4 PROJECT BID SCHEDULE Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 41 2 6"Valve Assembly EA Fwe kJ"-if-j r t Dollars $ 5.5 0 00 $ ( L 6 6 Cents Per EA 42 1 Fire Hydrant Assembly i EA � 1 O —�[0.15 t� /V tN� 1-Jrt�� Dollars $ MOO� $ 2,1D�"a tom' Cents Per EA 43 4 2" Service Assembly&Connect to Existing p o EA cr �CsJ� `�'�u�Sa.Jc� �►X �un�rc��tN Dollars $ 1 b $ 19 UO (� L Cents Per EA 44 3 Reconstruct Fire Hydrant Assembly EA Dollars $ 54 J �o $ Cents Per EA 45 8 1" Service Assembly&Connect to Existing EA a a j Dollars C, Cents Per EA 46 1 Cut and Cap Exisiting Main EA n �i.jCi.1 Gt✓n �r.. .� Dollars $ �� ( oU $!I too '113 G Cents Per EA 47 1 12"Connection ;� °� SO °o EA cr �J n t't�I Dollars $ 1 50 $ �G Cents Per EA 48 1 3/4" Service Ass1e,,mbly 1 J� `1 EA CaLL)r AAkYJS✓Ll Gu f- lun�1rti� �Tolla s $!i��yoa $ 1, Cents Per EA 49 1 6" Flanged 90 Degree Elbow ��` EA n �LW7 h�►A <' ``r'�`+� Dollars $ $ 3ZU Cents Per EA 50 3 6"Flanged x Cl Adapter 1 q EA c UL Dollars $�� f t �Sl ��d po Cents Per EA C-3.5 PROJECT BID SCHEDULE Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 51 4 6"PVC 45 Degree Elbow 00 EA a Dollars $ I SO" $ (00 Cents Per EA 52 2 12"x 6"Flanged Reducer 0 EA Ca, Dollars $ 5s o 60 $ 11�00 Cents Per EA 53 2 12"Flanged x PVC 45 Degree Elbow EA Dollars $ .(C,0„00 $7 ZO,00 Cents Per EA 54 2 12" PVC 45 Degree Elbo%% d° EA i?. Dollars $ 225 $ 500 Cents Per EA 55 1 Clorination and Testing LS Dollars $ 10, 600 $ U 00o Cents Per LS Total Amount Bid in Figures: 522 509 Zs Total Amount Bid in Word "A u r� c o v �..___.._. ._._.... VJ 1 tN e FI v e- u n�� —W {� T-I�j u —rFk).J 5►A��1[� Five �JndiC'A 01Ne C-3.6 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange Scott Porterfield , being first duly sworn, deposes and says that he or she is Vice President of Contracting Engineers Ire party making the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Name of Bidder A nature f Bidder 1401 Quail St Ste 115 Newport Beach, CA 92660 Address of Bidder Subscribed and sworn to before me this 6 th day of SeptembeirW 2001. MAXINE MATHEWSON CommlWon#12d350I Notary Public-Calikvft Orange County ON ►uyC«nn%B# sMoytz qP NOTARY PUBLIC Maxine Mathewson NOTARY SEAL C-4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the YORKTOWN AVENUE WIDENING (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved. " The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal-OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. Contracting Engineers Inc Contractor /0-,/7'Z�, a B Vice President Title Date: 9 l/JO C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? 0 Yes XN o If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Contractinq Encrineers, Inc Contractor � ,/Z sy Vice President Title ;date: C-7 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: Contractor By Title Date: Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-8 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Contracting Engineers Iric Bidder Name 1401 Quail St Ste 115 Business Address Newport Beach, CA 92660 City, State Zip ( 949 ) 863-0202 Telephone Number 784350 A B HAZ HIC State Contractor's License No. and Class 7-28-00 Original Date Issued 9-30-02 Expiration Date The work site was inspected by leo'rr% P--o of our office on The following are persons, firms, and corporations having a principal interest in this proposal: /L L A6l,-�r L 4Ay-01-/1; C-9 The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. Contractin Engineers, Inc Company Name q Si azure of Bidder Scott Porterfield Printed or Typed Signature Subscribed and sworn to before me this 6 thlay of Sept, 2 0 )iWtLx MAXINE MATHEWSON CommWon#126=1 i Notary Public-Contomta Orange County inn MYC0nVn.I5#WMay1Z2M4 NOTARY PUBLIC Maxine Mathewson NOTARY SEAL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: P r 777 �r !� 1. S/�L d� �� Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed 3. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed C-10 • CONTRACTING ENGINEERS, INC. GRADING- UNDERGROUND UTILITIES-STREET AND SITE IMPROVEMENTS-LIC 784350 BUSINESS REFERENCES • Lennar Partners 18401 Von Karman Ave, Suite 540 Irvine, CA 92612 Contact: Mr. Jeff Williams (949) 442-6100 • KPRS Construction Services, Inc. 451 W. Lambert Rd, Suite 200 Brea, CA 92821 Contact: Mr. Chris Cunningham (714) 672-0800 Contact: Mr. Rick Espinoza • IMWD, County of Orange Field Operations Alpha Olinda Landfill (Brea) Contact: Mr. Dennis Carpenter (714) 996-8833 • SunCal Companies 5109 E. La Palma, Suite T" Anaheim, CA 92807 Contact: Mr. David B. Placek (714) 693-6733 • Crouse Beers and Associates, Inc. 2191 5th Street, Suite 200 Norco, CA 92860 Contact: Mr. Joseph Blum (909) 736-2040 • Makena Properties 26522 La Alameda, Suite 285 Mission Viejo, CA 92691 Contact: Mr. Brad Kelly (949) 348-3333 • EKN Engineering 4665 MacArthur Court, Suite 200 Newport Beach, CA 92660 Contact: Mr. Jesus Michel (949) 263-1925 PAData\Mike\CE1 Startup\Marketing\Client References.DOC ;. SEP-05-2001 08:56 HUNTINGTON BEACH 714 374 1573 P.02iO3 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For Yorktown Avenue Widening from Delaware Street to Beach Boulevard - CC 1017 September 5, 2001 Notice To All Bidders: This addendum is hereby made a part of the contract documents to the same extent as if it were originally included therein. Please note the following clarifications and revisions to the project specifications and plans: 1. Section 6-7.1 General, states that the time within which the Work must be completed by the Contractor is fixed at 75 working days. This is in conflict with Section A, Notice Inviting Sealed Bids and Section C, Proposal that allow 80 working days. The working days for this contract shall be 80 working days. 2. Bid Item No. 31, Signing and Striping, is hereby deleted from the Project Bid Schedule. The City will be accomplishing this work with its own forces. Addendum 1, Yorktown Avenue WideningCC-1017, September 5,2001, page 1 of 2 G:\Construction contracts(ccs)\cclol7\corresp\01her\Addenda\Addenduml.doc �SEP-05-2001 08:56 HUNTINGTON BEACH 714 374 1573 P.03iO3 ' Y .. All bidders shall acknowledge the receipt of this addendum with its bid proposal. These revisions do not change the project cost estimate. Mark P. Uphus, P.E. Associate Civil Engineer MPU Bidder Acknowledgement: ?A/a Company Name ate Addendum 1, Yorktown Avenue WideningCC-1017, September 5,2001, page 2 of 2 G:\Conslructlon Contracis(ccs)\CClol7\Carrosp\other\Addendo\Addenduml.doc TOTAL P.03 c CITY OF HUNTINGTON BEACH 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK CONNIE BROCKWAY CITY CLERK December 14 12001 To: GCI Construction, Inc. 245 Fischer Avenue, Ste. B-3 Costa Mesa, CA 92626 Enclosed please find your original bid bond issued by Travelers Casualty & Surety Co. of America for CC No. 1017 Connie Brockway, CIVIC City Clerk Enclosure g:/followup/cashcon/returnbidbond.doc (Telephone:714-536-5227) 31L1 BONDTRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA Hartford, Connecticut 06183 Bond No. N/A K14OW ALL MEN BY THESE PRESENTS, That v:e, GCI CONSTRUCTION, INC. as Principal, hereinafter called the Principal, and TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, of Hartford, Connecticut, a corporation duly organized under the laws of the State of Connecticut, as Surety, hereinafter called the Surety, are held and firmly bound unto CITY OF HUNTINGTON, BEACH as ONIgee, hereinafter raliPri the l)hlinge, in the SLIM Of TEN PERCENT OF THE AMOUNT BID Dollars($ 10% }, for the pays,lent of which sum well and truly to be made,the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators,successors and assigns,jointly and severally, firmly by these presents. WHEREAS,the Principal has submitted a bid for YORKTOWN AVENUE WIDENING — CASH CONTRACT NO. 1017 NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contact 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 Prilicipai shaii pay to the Obligee the difference riot to excecv the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract::.th another part to —,-rfbrm*he Work covered b Said hid then this obligation shall be null and void,otherwise to remain in full force and effect. Signed and sealed this 30th day of AUGUST 2001 GCI CONSTRUCTION, INC. (Witness) (Principal)(Seal) y � TM �P� _ -�-l MAZ (Title) TRAVELE RS CASUALTY AND RETY C PANY OF AMERICA (vviiness) BY I EL—DSiJAG (�« rnay- ac:) Printed in cooperation with the American Institute of Architects(AIA) by Travelers Casualty and Surety Company of America, The language in this document conforms exactly to the language used in AIA Document A310, February 1970 edition. CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT ---------------- State of California County of Orancie On �� before me, Janet L. Russell - Notary Public OATt NAME.TITLE OF OFFICER-E.G..*JANE DOE.NOTARY PUBLIC' personally appeared NAMES)OF SIGNER(S) ' ® personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and ac- knowledged 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 � ..-V JANET L. RUSSELL __� person(s) acted, executed the instrument. Comm.#1166123 to `® NOTARY PUBLIC-CALIFORNIA. "' Orange County_ WIT ESS my hand and fficial seal. My Comm. Expires Dee,21,2001 t�let L. Russel JIGNATU EOFNOTARY Notary Public OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER TITLE OR TYPE OF DOCUMENT TTTLE(S) ❑ PARTNER(S) ❑ LIMITED El GENERAL ❑ ATTORNEY-IN-FACT NUMBER OF PAGES ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: DATE OF DOCUMENT SIGNER IS REPRESENTING: NAME OF PERSON(S)OR ENTITY(IES) SIGNER(S)OTHER THAN NAMED ABOVE BD-1133 3/94 C1993 NATIONAL NOTARY ASSOCIATION-8236 Remmet Ave.,P.O.Box 7184-Canoga Park,CA 91309-7184 STATE OF CALIFORNIA SS. COUNTY OF RIVERSIDE 01l 9/-/Q/ .,before nie, — R. STANDLEY PERSONALLY APPEARED ----MICHAEL D. STONG---- personally knoivii to nic (c4i' - — _ . ) to be the person44%%rhose nanle(x+ is/,-subscribed to the N-Vithlll ll15t111111eilt and ackno%v1- edc,ed to me that he/-. �-' executed the same iil his/ t reauthorized capacity(ies), arid. that by his/her./ •4-reir sigilatureCs on the i.nstrunlent the persoil(&; or thef7r R. STANDLEY entity upon behalf of which the persons) acted, executedy�� COMM.#1263272 '1 NOTARY PUBLIC-CALIFORNIA T the nlstrumeil't• tt RIVERSIDE COUNTY •:::�/ My Comm.Expires June T,2004 Vti'ITNESS my hand and official seal. Signature This area for Official Notarial Scal OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT INDIVIDUAL ❑ CORPORATE OFFICER TITLEIS) TITLE OR TYPE OF DOCUMENT " ' U PARTNER(S) ❑ LIMITED h ATTORNEY-IN-FACT NU.MOER OF PAGES ❑ TRUSTEE(S) ❑ GUARDIA.P1;'CONSERVATOR ❑ OTHER: DATE OF DOCUMENT SIGNER IS REPRESENTING: ,.�..:.E Or FEnSG;::Si C�1 ENTITYpE=) SIGNER(S) OTHER THAN NAMED ABOVE :D-061 1"v 6'9' ALL-PURPOSE ACKNOWLE1:GENIENT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARNIINGTON CASUALTY COMPANY Hartford, Connecticut 06183-9062 TRAVELERS CASUALTY AND SURETY COMPANY OF ILLINOIS Naperville,Illinois 60563-8458 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEYS)-IN-FACT KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, County of Hartford, State of Connecticut, and TRAVELERS CASUALTY AND SURETY COMPANY OF ILLINOIS,. a corporation duly organized under the laws of the State of Illinois, and having its principal office in the City of Napen ille, County of DuPage, State of Illinois, (hereinafter the "Companies") liath made, constituted and appointed, and do by these presents make, constitute and appoint: Michael D. Stong,Shawn Blume or Susan C. Monteon of Riverside, CA, their true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United States, or, if the following line be filled in,within the area there designated the following instrurnent(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto and to bind the Companies,thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies, and all the acts of said Attorney(s)-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are now in full force and effect: VOTED: That the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vise President,the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her. VOTED: That the Chairman, the President, any Vice Chairman,any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary. VOTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary,or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Compare officers pursuant to a written delegation of authority. This Power of Attorney and Certificate of Authority is signed and sealed by facsimile under and by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY, FARMINGTON CASUALTY COMPANY and TRAVELERS CASUALTY AND SURETY COMPANY OF ILLINOIS,which Resolution is now in full force and effect: VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice 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 anN,certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes or.!),of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attomey 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 in the future with respect to any bond or undertaking to which it is attached. (5-97) GCI CONSTRUCTION, INC. 245 FISCHER AVENUE, STE. B-3 COSTA MESA, CA 92626 r Q, l - (714)957-0233, FAX(714)540-1148 �((�, �q-7� J � 1v6. CITY OF HUNTINGTON BEACH OFFICE OF THE CITY CLERK 2000 Main Street 2nd Floor Huntington Beach, CA 92648 r. Q � L c� � r UjLAJ �— r� cv Y "SEALED BID FOR": YORKTOWN AVENUE WIDENING CASH CONTRACP Mn- 1 n1 SECTION C PROPOSAL for the YORKTOWN AVENUE WIDENING from DELAWARE STREET TO BEACH BOULEVARD CASH CONTRACT No. 1017 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: In compliance with the Notice Inviting Sealed Bids, the undersigned hereby proposes and agrees to perform all the work therein described, and to furnish all labor, material, equipment and incident insurance necessary therefor, in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach. The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of the City of Huntington Beach, and to enter into a contract at the following prices. The undersigned agrees to complete the work within 80 working days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void. Accompanying this proposal of bid, find13WAM in the amount of$ (d° o which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). Bidder shall signify receipt of all Addenda here, if any: Addenda No. Date Received Bidd 's Signature l -0 -0 i= C-2 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid and the portion (by percentage of the total bid) of the work to be done by such subcontractor. Portion Name and Address of Subcontractor State License Class of Work Number (1) Lo J(��Ow ff�Wo 'IEJ pz- da�4e� By submission of this proposal, the Bidder certifies: 1. That he is able.to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-3 PROJECT BID SCHEDULE tmitut pre xtendedtem Estimated No. Quantity written in words Unit Price Amount 1 1 Mobilization LS Dollars $ $ no Cents Per LS 2 1 Traffic Control Plan j ,) �,,j LS @31�` TWO I't(�l(Cfd�>✓yl Dollars $ $ ao Cents Per LS 3 1 Implement Traffic Control Plan � ''n LS a 4U dr-J Dollars $ 00 $ 110 Cents Per LS 4 1 Clear and Grub �j� N�'/�/� M LS @ ��lt' v/ ux r�-i7i)ollars $ �� $AQ _Cents Per LS 5 156 Remove PCC Curb&Gutter e p ��Q LF @ t'I V�y Dollars $ 5, � $ 85-8 00 t``-�k—(,.+ter Cents Per LF 6 775 Remove PCC Sidewalk /y (� SF @ U Dollars $ it o5 $ %8 7S 1 � -T(,( 1 r V x Cents Per SF 7 65 Remove Storm Drain LF @ Da �� CILL(� Dollars $ 'I Q� $ _ Cents Per LF 8 277 Remove PCC Curb Ramp SF a Dollars $ i $ o to Cents Per SF 9 730 Remove PCC Cross Gutter SF a cru Dollars $ 1 , 11c, $ 0 0 _Cents Per SF [IS Cold Mill A.C.5' Vide cr. Dollars $ m22 $ �"C.tJL r U l,� 10 Cents Per SF C-3.1 PROJECT BID SCHEDULE Item Estimated Item with,unit price E xten e No. Quantity written in words Unit Price Amount 11 7520 Cold Mill A.C. 10'Wide -��" SF n / n Dollars $ o LIU $`t ( (� L( ,Cents Per SF 12 348 Abandon Storm Drain with Concrete Slurry � LF @ l �y Dollars $ ) oo $�82-8 00 Cents Per LF 13 1 Abandon Existing Water Service at Water Main EA n ( n Dollars $ 06 $ 'P CIM'0Q Cents T � Per EA 14 1 Relocate Fire Hydrant EA ct ( u N�f r(d Dollars $ j! yoG I v fLa Cents J t(J Per EA 15 2 Relocate Street Light M ad EA @ �W&Ila,sl $ ✓��,7W'od $ /4`1~'W kuCents Per EA 16 526 Unclassified Excavation n , /� Q �} CY n 1 U^�(11 YA-Dollars $ ,G $ y Cents Per CY 17 884 Remove A.C.&Aggregate Base CY rt L��Xtya ft) Dollars / UO Cents Per CY 18 140 Pavement Reinf Fabric and Route&Seal Ct,acks SY n -Th rl 1 1/ 1 V e- Dollars $ 35.00 $ 1 - Cents Per SY 19 210 Construct PCC Curb&Gutter LF to, Dollars s,28 j 7 $ 57OE6,00 Cents Per LF 20 493 Construct Curb Ramp at Corner Radius }p �p SF to, I WGk Dollars $ 12-00 $9(J//n 04 00) Cents LLB Per SF C-3.2 PROJECT BID SCHEDULE Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 21 2167 Construct PCC Sidewalk SF cr I`CSL Dollars $ ,� $ U/ n n' I(y� Cents Per SF 22 142 Construct Alley Approach S� �- SF c Dollars $�_ $ Cents Per SF 23 2570 Construct Asphalt Co crete I 1 TON cr ��T Dollars $ w $1 t Cents Per TON 24 13 Adjust Valves to Grade I ,, n p c� EA n_ Tt1X) U 6F 11 Dollars $�/�'�� $�U�JI� Cents Per EA 25 12 Adjust Manholes to Grade ,�y�,�J /� EA u 1 ! lr`QQ— ��IC�l/ � Dollars $ 3`V,O0 $�� ,00 Cents Per EA 26 1 Construct 4'CB W/Local Depression EA (I ()► 1�Ir r Dollars $AG $ QQ Lc Cents Per EA 27 1 Constr ct T B W/Lo�cal,Dlepres ionl/ ten' �, � EA cr, 1 Wd 1 UC �`CS�t Dollars $5� $ 5 Cents Per EA 28 84 Construct 18" RCP(D2000) C 61-� i h d LF n ollars $ �6 $ I 0 Cents Per LF 29 1 Relocate Traffics Signal � - �q M LS cr Jc—�`�''1 ' -`& ollars � � Cents Per LS 30 ]2 Install Traffic Detector Loops 06 EA rr; Dollars $�7U A[1 $2l�! Cents Per EA C-3.3 PROJECT BID SCHEDULE Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 31 1 Signing and Striping �� j __� LS Dollars Cents Per LS 32 1 Survey Mo�nurnentation LS @ (r �� L� I1l�l Dollars $ Cents Per LS 33 1480 12"PVC Pipe LF @ l/�-� Dollars $� T__ Cents Per LF 34 200 6"PVC Pipe kvidRA o LF @ofu Dollars $ O� I.0 6 $ �� Ill& Cents GG�� Per LF 35 3 12"Tee Assembly ( � t/ EA cr I y 1 Wrj Dollars Cents Per EA 36 7 12"Valve Assembly EA @ Dollars $ $ ITS Cents Per EA 37 2 12"AC x PVC Adapter ,�� EA r �I u��US� Dollars $ (ll� $4 On Cents Per EA 38 2 12"x 6"Tee Assembly EA @ Oak Dollars $ f Cents b Per EA . 39 2 6"AC X PVC Adapter EA rr Wj LA lT- Dollars $ 85��0 $ Cents Per EA 40 1 12"x 6"Cross Assembly ,fin6 �7 a 6 o d EA a ollars 1'b Cents Per EA C-3.4 PROJECT BID SCHEDULE Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount . 41 2 6"Valve Assembly 'n'!� EA cnr Dollars $ 101 n,, � 2'-JIJ� $� - I Co Cents Per EA 42 1 Fire Hydrant Assembl EA n � �� Dollars $3;T.o $ 6 00 t D Cents Per EA 43 4 2" Service Assembly `&Connect to Existing EA @ 1�TV�OfW KJnf_ Dollars $3� Z 00$ I q 1 0 Cents Per EA 44 3 Recon-s-t�ru�c�t Fire Hydrant Assembly {� q' /� EA i 11 4�` V L nn�l Dollars $ J,W�V, $ �O_66°0 Cents Per EA 45 8 1" Service Assembly&Connect to Exi)st�in�g� 00 00 MrDollars EA � $ I �4� $ l2�Q'" Cents Per EA 46 1 Cut and Cap Exisiting,M,a{in,�,, EA �Dollars $ lid $ flo Cents Per EA 47 1 12"Connection ,n EA n S� i V 4uroj�`� Dollars $.�i�ISN�' $ �t I l5� Cents Per EA 48 1 3/4" Service AssemblyOd ) /� EA C i p� 14I)p ��r Dollars Cents Per EA 49 1 6"Flanged 90 Degree Elbow EA a ld�n ��i� J 1 �I Dollars $ o f�o Cents Per EA 50 3 6" Flanged—Ih ��x ClI Adapter /dmo&L EA (ct� fL �` Dollars $ _?75. $ , —, Cents Per EA C-3.5 PROJECT BID SCHEDULE Item Estimated Item with unit price ExtendecT No. Quantity written in words Unit Price Amount 51 4 6"PV 45 Degree Elbow EA Ulm Dollars $ `(`i"lJ o0 $ I �D / Cents Per EA 52 2 12"x 6"Flanged Reducer , ,,, EA �l�C��CU r `�C 11lJ (�H/I Dollars $ o $ Cents Per EA 53 2 12"Flang�e1d�x PVC 45 Degree Elbow � I I ' —7/,, EA � U ►U�l l'Q� s� lA Dollars $ 1[U6•o() $ f Ili' Cents 1 Per EA 54 2 12"PVC 45 Degree Elbo%% EA %u, rl �� J ll�l��(�� e Dollars $ Cents Per EA 55 1 Clorination and Testing �� LS (e. �1 Saga 11 .t�KAJ Dollars $��' $ 'T (� Cents Per LS Total Amount Bid in Figures: $ 4q-7 gCAQ. 16 Total Amount Bid in Words: r /tdY _....._....-—........................_ ---- L C-3.6 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange ^ �Oud �.8�{IIIS�(T , being first duly sworn, deposes and says that he or she is 1�-P M Tr$ (J1 eY— of {{(I'dI),-) the party making the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that.the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. 0,�_100 M-I ru opo ma . Name of Bidder Signat re of Bidder S Address of Bidder Subscribed and sworn to before me this 5 day of r99,=l JANET L. RUSSELL N ° Comm.A 1166123 NOTARY PUBLIC-CALIFORNIA Orange County My Comm. Expires Dec.21,2001 ' NOTARY PUBLIC NOTARY SEAL c-a UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the YORKTOWN AVENUE WIDENING (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved." The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal-OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any'subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. don sko mm Contractor By Title Date:& U t C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes *No If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Contractor BY O ,VI�Q 62a&2faru [r;eas ur�r Title c---- Date: , -64 C-7 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground,Service Alert at.1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: Contractor ByCmE,0w �rsyrer Title Date: Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-8 • c BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: 0-jaj (br6romml ao Bidder Name Business Address City, State Zip (714) g57-6z-3 Telephone Number -75,5,-35-& �laSs State Contractor's License No. and Class 8 Original Date Issued 02_Oaz- Expiration Date The work site was inspected by E Irie lof our office on _8-2-9 The following are persons, firms, and corporations having a principal interest in this proposal: W firz 1&6 C-9 The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. Company Name . SignatTre of Bidder . Printed or Typed Signature Subscribed and sworn to before me this day of 01 �f�I-99"OX I JANET L. RUSSELL Comm.#1166113 'n Ul NOTARY PUBLIC-CALIFORNIA Orange County My Comm. Expires Dec.21,2001 NOTARY PUBLIC NOTARY SEAL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: It 1. Name and A dress of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed 2. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed C-10 G C I CONSTRUCTION, INC. FORMERLY: GILLESPIE CONSTRUCTION INC. COMPLETED PROJECTS As of June 30,2001 CONTRACT CUSTOMER NAME & ADDRESS JOB #/LOCATION AMOUNT CITY OF ANAHEIM 1038 Illinois Street Water Main Replacement Project 565,720 200 S. Anaheim Blvd. ! Anaheim , CA 92805 (714) 765-5100 CITY OF FOUNTAIN VALLEY 017 Park& Ride Lot at the Fountain Valley 166,669 10200 Slater Avenue Recreation Center Fountain Valley,CA 92708 (714)593-4400 -- .—.. _._.._............._....._.........._...._...... — --- - ._.._�_...._.. ._..__.._... -- _ .._.._..._.._.._._._.._....._................... -------------- CITY OF INDUSTRY 077 Parriott Place West Street Improvements 1,614,179 INDUSTRY URBAN-DEVELPMT.AGENCY 15651 E. Stafford Street City of Industry, CA 91744 (626) 333-2211 CITY OF LAGUNA BEACH ' 025 Virginia Park Drive, Skyline Drive & Vista 315,315 505 Forest Avenue Lane Storm Drain Laguna Beach, CA 92651 059 Park Avenue Storm Drain Improvements 52,604 (949) 497-0351 -----.---..._.___-- ---.___........___------........__....____..-......._-_ __....____.._._._�__..__.__.....___-- ----_..---------..........__-_-----__..______-------------__..__. CITY OF MISSION VIEJO ' 089 La Paz/Muirlands Intersection Improvements 809,720 25909 Pala, Suite 200 Mission Viejo, CA 92691 (949) 470-3052 CITY OF NEWPORT BEACH 009 Water Line Replacements&Alley 26,243 3300 Newport Blvd. Reconstruction Marcus Newport Beach,CA 92658-8915 012 Jamboree Road Sewer Improvement 139,730 (949)644-3311 018 Central Balboa Water, Sewer&Alley 495,804 Improvements& West Newport Beach Main Replacement,Phase II 040 32"d St./NewportBlvd. Street Rehabilitation& 524,288 30`' St./Newport Blvd. Storm Drain Improv. 069 Bayside Drive Storm Drain Improvements 267,905 i082 Newport Dunes Storm Water Diversion 60,065 091 Comm. Of Beacon Bay Assmt.Dist.No. 79 658,115 Street,Drainage,Lighting&Utility Improvement and City Sewer Replacement CITY OF ROSEMEAD 1 013 Storm Drain Improvements 330,031 8838 East Valley Blvd. Rosemead,CA 91770 (626)288-6671 CITY OF TORRANCE ; 016 Construction of CMP Replacement Program 1,021,000 3031 Torrance Blvd. 1998-199 026 Construction of Arnie Avenue GAJanet\GCIVOBLIST\GCI REFERENCE SHT.doc Page 1 of 4 G C I CONSTRUCTION, INC. FORMERLY: GILLESPIE CONSTRUCTION INC. COMPLETED PROJECTS As of June 30, 2001 CONTRACT CUSTOMER NAME & ADDRESS JOB #/LOCATION AMOUNT Torrance,CA 90509-2970 Retention Basin Force Main 423,078 (310)618-2820 090 Emergency Channel Stabilization 25,920 COUNTY OF ORANGE 071 Santiago Canyon Road/Transportation 331,299 CONSTRUCTION DIVISION Corridor—Drainage Improvements P.O. Box 4048 Santa Ana, CA 92702-4048 (714) 567-7812 _........................................................_........................_...._..._..._._.......... ...................._................._......._. ._..._......_........_........................_.._._........................................_......._.....,......._.._._.....................__......................................_._..__................._._....._.._..._....._.................. C.W. DRIVER 035 "Perilous Plunge"-Utilities 215,583 7442 North Figueroa Street Los Angeles, CA 90041-1710 (323) 259-8600 EL CAMINO ENCLAVE 036 Falda Avenue,Torrance(Underground) 238,834 561 W. Rincon Street Corona, CA 91720 (909) 725-8616 GORDON& WILLIAMS 003 East L.A.Recycling& Transfer Station 313,144 2 Faraday 010 Coasters Restaurant-Knott's Berry Farm 12820 Irvine, CA 92628 ' 081 Farmers Market-E, O, & P—Los Angeles 141,730 (949) 588-2855 IRVINE RANCH WATER DISTRICT 001 Bonita Creek Park Trunk Sewer Relocation 621,100 15600 Sand Canyon Avenue Irvine,CA 92618 (949)453-5585 ...........___..........._.____.._....................................___..............._......._.._____......._.._._..........___.._.....____..____ __...._......_....._.._......__..__.............._...._...___.._..______...._..........._.___...._...._......_......__..._._....................................... ------------ .._............__...._........_............_....__._.......... JOHN LAING HOMES 037 Laing Homes Meadowlark Utilities- Tract 99,981 19600 Fairchild, Suite 150 15472 Irvine, CA 92612 (949) 476-9090 Ext. 230 ............_............................__....._._.............__.........._..........................__......_.._........___......_.................... ....._.........;..............__.______..__._____.____.._.............................._.....____......______.__._..........................._._...._........__.-------._.___.___..........._..._.._..__........__.._ KNOTT'S BERRY FARM 010 Coasters Restaurant Knott's Berry Farm 12,820 8039 Beach Blvd. 023 "Wipe Out" & "Scrambler" 71,031 Buena Park, CA 90620 027 "Soak City"Demo 123,882 (714) 220-5227 028 Parking Lot Rehab for Restriping 51,309 029 Employee Parking Lot 29,418 030 "Soak City"—Water Lines 13,000 031 Mechanical Pump Buildings-"Soak City" 899,999 032 "Soak City" Grading 572,073 033 "Soak City" - Utilities 498,067 034 "Perilous Plunge" - Demo 159,750 039 Cross Town Sewer 210,708 041 "Soak City"—Asphalt Paving 170,394 043 "Soak City"—Concrete Flatwork 753,828 GAJanet\GCI\JOBLIST\GCI REFERENCE SHT.doc Page 2 of 4 G C I CONSTRUCTION, INC. FORMERLY: GILLESPIE CONSTRUCTION INC. COMPLETED PROJECTS As of June 30,2001 CONTRACT CUSTOMER NAME & ADDRESS JOB #/LOCATION AMOUNT 044 "Soak City"—Wall #1 for Ramp to Bridge 94,590 046 Grand Avenue Drop Off-Knott's Berry Farm 102,136 052 Retaining Wall & Bridge Abutment-Soak City 305,293 054 Stanton Avenue Phase-1 136,071 055 Housekeeping Pads—"Soak City" 9,812 LOS ANGELES COMMUNITY 063 Certain Domestic Underground Water Mains- 238,103 COLLEGE DISTRICT East Los Angeles College Facilities Planning & Development 770 Wilshire Blvd. Los Angeles, CA 90017 (213) 891-2480 — -......__....._._.._.._........................._..._....._....._..-_........................._._......................_...................... ..... _ LOYOLA MARYMOUNT UNIVERSITY 002 L.M.U.Export- Playa Vista 716,502 7900 Loyola Blvd. Los Angeles,CA 90045-8370 (310)338-7762 --.......__.... .._---...-._......._...................................-— ..._...__..._.....................-...........__.......... -- ------.............................................---..__....._..---...-.........................._ ...__..._.. _. ................_.._....._....__....----......_......... MISSION VIEJO CHRISTIAN CHURCH 1 011 Mission Viejo Christian Church 11,222 27405 Puerta Real Suite 360 Mission Viejo, CA 92691 (714) 768-0209 MR.JOHN THORSELL 006 Water Line Relocation- Dana Point 13,709 1 Santa Lucia Dana Point, CA 92629 (949) 448-8722 NEWPORT MESA UNIFIED SCHOOL 076 Grading Improvements for Construction of 12,005 DISTRICT Preschool at Whittier Site 2985-E Bear Street Costa Mesa, CA 92626 (714) 424-7528 OAKHILL DEVELOPMENT 068 35386 Camino Capistrano,Lot 57,Tract 1127, 99,260 1048 Irvine Blvd., #363 Dana Point Newport Beach, CA 92660 (949) 574-9164 ............____.-............___._..__-__________....-.---_..____..---__.---__ ORANGECOUNTY WATER DISTRICT 048 Santiago Creek Recharge Project 352,956 10500 Ellis Avenue Fountain Valley, CA 92728 (714) 378-3305 PACIFIC BUILDING INDUSTRIES 3190-K Airport Loop Drive 024 Bayside Restaurant-Newport Beach Costa Mesa, CA 92626 i (714) 755-0299 2,700 GAJanet\GCW0BLISTIGC1 REFERENCE SHT.doc Page 3 of 4 G C I CONSTRUCTION, INC. r FORMERLY: GILLESPIE CONSTRUCTION INC. COMPLETED PROJECTS As of June 30, 2001 CONTRACT CUSTOMER NAME & ADDRESS JOB #/LOCATION AMOUNT PERDOMO BLT ENTERPRISES,LLC 003 East L.A.Recycling and Transfer Station 313,144 511 Spectrum Avenue Oxnard CA 93030 (805) 278-8220 PLAYA CAPITAL COMPANY,LLC 004 Placement of LMU Import Material 132,470 12555 West Jefferson Blvd.,Suite 300 Los Angeles, CA 90066 (310) 822-0074 ................._................-.....--................._..-_............................................................_............ ._._`..............................p._,_...._..._.........................................._. PORT OF LONG BEACH 022 Removal of Nicholson Avenue Ramp 128,153 925 Harbor Plaza Drive,4' Floor Long Beach,CA 90801 (562)437-0041 SOUTH COAST WATER DISTRICT 007 Coastal Treatment Plant- Export Sludge Force 93,109 31592 West Street Main Phase III Laguna Beach,CA 92607 1015 Camino De Estrella Sewer Main 110,767 (949)499-4555 1 058 Pacific Coast Hwy. 12"Water Main,Dana Point 1,108,766 058-C101-106 Holtz Hill Waterline,Dana Point SOUTHERN CALIFORNIA WATER 045 Albertoni Blvd.,East of Avalon Blvd.- 12"DI 142,229 COMPANY Pipe Watermain Installation 17140 South Avalon Blvd., Suite 100 ' 047 Inglewood Avenue 12"DI Pipe 251,790 Carson, CA 90746 049 223`d Avenue,Hawiian Gardens-Watermain 217,257 (310) 767-8205 050 2241h Avenue,Hawiian Gardens-Watermain 223,773 051 Brittain Avenue,Hawiian Gardens-Watermain 241,993 i TRI CORPS ENGINEERING 1075 Aliso Viejo Desilting Basins 42,750 7005 Hwy. 215, Frontage Road Moreno Valley, CA 92553 j (909) 369-9396 .... ...................._..___._.............................................._..._......._........_...._......_.......... _.............................................._...._.......... .._..._...._...... ..._..__... _ ..._......_..._..___-..-......__......._._..............__._... ...........__----._..._._..._..--____._.._..........._...... _.... WALNUT VALLEY UNIFIED SCHOOL 008 Morning Sun Landslide Site- Walnut 25,392 DISTRICT ' 073 Morning Sun St.Grading& Storm Drain 71,816 880 South Lemon Avenue j Walnut, CA 91789 (909) 595-1261 Ext. 1378 G:Vanet\GCI\JOBLIST\GCI REFERENCE SHT.doc Page 4 of 4 5EH—U5-2001 10 e 12 HUN I 1 NU I UN dtHUH r14 sr4 1J r 3 r.el�e� r , L-M4 F 16AQ 70 CITY OF HUNTINGTON BEACH 2000 Main Street P . O . Box 190 Huntington Beach , CA 92648 FAX COVER SHEET DATE: September , 2001 TO: Yorktown Avenue Widening Plan Holders FROM: Mark Uphus PHONE: 714-374-1735 Associate Civil Engineer FAX: 714-374-1573 RE: Yorktown Avenue Number of pages including cover sheet: 3 Attentimon - URGENT '. Message: Dear Planholder, Please find Addendum No. 1 for Yorktown Avenue Widening attached for your immediate attention. Please sign, date and fax the Addendum to 714-374-1573 as confirmation of receipt. The signed original copy must be included with the sealed bid per the instructions contained in the addendum. These revisions do not change the bid opening date. We apologize for the inconvenience this late notice causes you. Please contact me at the number above if you have any questions. Regards, OcICONSTRUCTION CONTRACTS (CCS)1CC1D171CORRESPIFAXESIF010904ADDEND-DOC bEF_M>_2W01 10;1G NUN I 1 NU I UN BEHUH '(14 .S'(4 15'(.S F.W2105 1 T City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For Yorktown Avenue Widening from Delaware Street to Beach Boulevard - CC 1017 September 5, 2001 Notice To All Bidders: This addendum is hereby made a part of the contract documents to the same extent as if it were originally included therein. Please note the following clarifications and revisions to the project specifications and plans: 1 . Section 6-7,1 General, states that the time within which the Work must be completed by the Contractor is fixed at 75 working days. This is in conflict with Section A, Notice Inviting Sealed Bids and Section C, Proposal that allow 80 working days. The working days for this contract shall be 80 working days. 2. Bid Item No. 31, Signing and Striping, is hereby deleted from the Project Bid Schedule. The City will be accomplishing this work with its own forces. Addendum 1, Yorktown Avenue WideningCC-1017, September 5,2001, page 1 of 2 G:\Consiruction Conlracls(CCs)\CC 1017\Carresp\Other\Addenda\Addenduml.doc SEP-05-2001 10:12 HUNTINGTON BEACH 714 374 1573 P.03iO3 All bidders shall acknowledge the receipt of this addendum with its bid proposal. These revisions do not change the project cost estimate. Mark P. Uphus, P.E. Associate Civil Engineer MPU Bidder Acknowledgement: Gam! CIS 4-�-o I Company Name 4B )PP-�j �L. cr� Date V(& P►�s dm -- Addendum 1, Yorktown Avenue WldeningCC-1017, September 5, 2001, page 2 of 2 G:\Constructlon Coniracis(CCs)\CC1017\Corresp\Other\Addendo\Addenduml,doc TOTAL P.03 4 a CITY OF HUNTINGTON BEACH 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK CONNIE BROCKWAY CITY CLERK December 14 , 2001 To: GMC Engineering, Inc. 1401 Warner Ave. , Suite B Tustin, CA 92780 Enclosed please find your original bid bond issued by First National Insurance Company of America for CC No. 1170 Connie Brockway, CIVIC City Clerk Enclosure g:Hollowup/cashcon/retum bidbond.doc (Telephone:714-536-5227) P.M. ;� i .: ilii:•. ii FIRST NATIONAL INS URANCECO.OFAMERI 43P I3mklyn Armco N.F. S"uly WA 9af0$ BID BOND KNOW ALL BY THESE PRESENTS,That we,_ GMC Engineerina, Inc. of 1401 Warner Avenue, Suite B, Tustin,CA 92780 (hereinafter called the Principal), as Principe,and FIRST NATIONAt INSUrANCE COMPANY OF AMERICA, a art , Washlnploo,a corporation duly organized under the laws of the State of Washington as Surety,hereinafter callwl the Surety,are held and firmly bound unto City of Huntington Beach (hereimfte called the Obliges) 14 the penal slum of Ten Percent of the Total Amount Bid --------------------------- ---------------------------------------------------------------------------------------- Dollars($ -------- 10% --------------) for the payment of which the Principal and the Surety bind themselves, their heirs,executors,=trators,successors and assigns,jointly And saverally,firmly by theca pra"nts. THE CONDITION OF THIS OBLICA77ON IS SUCH, That Whereas, the Principal has sutunitted or is about to submit a proposal to the Obligee on a contract for Yorktown Avenue Widening from Delaware Street to Beach Boulevard Cash Contract No. 1017 . NOW, THEREFORE, If the said Contract be timely awarded to the Principal and the Principal shall, within such time as may be specified,rater Into the contract in writing, and give bond, if bond is required,with surety acceptable to the Obligoe for the faithful performance of the said Contract, then this obligation shall be Vold; otherwise to remain in full force and offset. Signed and sealed this 28th day of August , 2001. GMC Engineering, Inc. (Seal) Principal it14 FIRST NATIONAL INSURANCE COMPANY OF AMERICA By fro R. Gr de Attorney-irk-.,wt S-320WEP 7/04 FIRST NATIONAL INSURANCE COMPANY OF AMERICA �. * • A . POWER 4333 BROOKLYN AVE NE OF ATTORNEY SEATTLE,WASHINGTON 98105 4333 Brooklyn Avenue N.E. Seattle,WA 98105 No. 9392 KNOW ALL BY THESE PRESENTS: That FIRST NATIONAL INSURANCE COMPANY OF AMERICA,a Washington corporation,does hereby appoint tfit FFssi tiiFtFFtrtt Fttt SFr itq NFf tFFKrttrtttttirFFFII;I'I'R11Y It.GRYDE:$an Clemente,Calilomiasstatssttrssssssttsssr Fststarststsssrkstssssrsssrsrrrrrtsrssrs its true and lawful attorneys)-in-fact,with full authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documents of a similar character issued by the company in the course of its business,and to bind FIRST NATIONAL INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duty executed by its regularly elected officers at its home office. IN WITNESS WHEREOF,FIRST NATIONAL INSURANCE COMPANY OF AMERICA has executed and attested these presents this 25th day of March 1999 R.A.PIERSON,SECRETARY W.RANDALL STODDARD,PRESIDENT CERTIFICATE Extract from the By-Laws of FIRST NATIONAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President,any Vice President,the Secretary,and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations,shall each have authority to appoint individuals as attom-3ys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business...On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company,the seal,or a facsimile thereof,may be impressed or affixed or in any other manner reproduced;provided,however,that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of FIRST NATIONAL INSURANCE COMPANY OF AMERICA adopted July 28,1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V,Section 13 of the By-Laws,and (ii) A copy of the power-of-attorney appointment,executed pursuant thereto,and (iii) Certifying that said power-of-attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile,and the seal of the Company may be a facsimile the, I, R.A. Pierson, Secretary of FIRST NATIONAL INSURANCE COMPANY OF AMERICA, do hereby ceiify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of this corporation, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By-Laws,the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF,I have hereunto set my hand and affixed the facsimile seal of said corporation this 28th day of August 2001 S�RAMCFCO 4 SEAL 1928 + • R.A.PIERSON,SECRETARY S-1049/FNEF 7/98 3/25/99 PDF ALL-PURPOSE ACKNOWLEDGEMENT State of California County of LOS ANGELES SS. On August 28, 2001 before me,CHRISTINE JANE FENDERSON—NOTARY—PUBLI (DATE:) (NOTARY) personally appeared JEFFREY R. GRYDE SIGNER(S) ® personally known to me - OR - ®XP1 1d=X=XXMiVXXXAXVX0 W&f ndidmmto be the person(N) whose name(X) is/am subscribed to the within instrument and acknowledged to me that he/ kkMKexecuted the same in his/tual xk authorized capacity(, and that by his/h)ex$kxk signatures(4 on the instrument the person(k), or the entity upon behalf of which the CHRISTINE JANE FENDERSON person(o acted, executed the instrument. Comm.B 1205912 no NOTARY PUBLIC-CALIFORNIA r C..m. Ales County My es Dec.24,2001 WITNESS my hand n- official seal. NOTARY'S SIGNATURE OPTIONAL INFORMATION The information below is not required by law. However, it could prevent fraudulent attachment of this acknowl- edgement to an unauthorized document. CAPACITY_CLAIMED BY SIGNER (PRINCIPAL) DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER BOND TITLE OR TYPE OF DOCUMENT TITLE(S) ❑ PARTNER(S) ATTORNEY-IN-FACT NUMBER OF PAGES ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR DATE OF DOCUMENT ❑ OTHER: OTHER d d L SIGNER IS REPRESENTING: RIGHT THUMBPRINT NAME OF PERSON(S)OR ENTITY(IES) OF E t SIGNER o a APA 5/99 VALLEY-SIERRA, 500-362-3369 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of CALIFORNIA County of ORANGE On 06131101 before me, SANDRA JO WINBERRY NOTARY PUBLIC , Date Name and Title of Officer(e.g.,"Jane Doe,Notary Public") personally appeared GENNADY CHIZHIK , Names)of Signer(s) Xpersonally known to me—OR—❑proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies),and that by sA N7_:,; ,JO WINBtRRY his/her/their signature(s)on the instrument the person(s), Commission 1153985 Z or the entity upon behalf of which the person(s) acted, Z k Notary Public-Califomia Los Angeles County executed the instrument. My Comm.Expires Sep 10,2001 WITNESS my hand and official seal. Si re of 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: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Individual ❑ Individual CX7XCorporate Officer ❑ Corporate Officer Title(s): PRESIDENT Title(s): ❑ Partner—❑ Limited ❑ General ❑ Partner—❑ Limited ❑ General ❑ Attorney-in-Fact ❑ Attorney-in-Fact ❑ Trustee ❑ Trustee ❑ Guardian or Conservator ❑ Guardian or Conservator ❑ Other: Top of thumb here ❑ Other: Top of thumb here Signer Is Representing: Signer Is Representing: GMC ENGINEERING INC 1.401. Warner AVe Ste B Tustin, CA 92780 0 1994 National Notary Association•8236 Remmet Ave.,P.O.Box 7184•Canoga Park,CA 91309-7184 Prod.No.5907 Reorder.Call Toll-Free 1-800.876-6827 GM EN +44 GINEERING j !1401 AVE' 8 :r: P is �'.i• ! i' ;T=N �CA`.92780 � r .:� 1001 SEP —b . � ;� �i` 'i t f' ,+: ,ris .y� .�'r ,;i. t,i'� ,.i.,.;h'<`'f'.::� c'r.r,. ,.g�: ,;ya: - ��.:•� . . , _ i �i.t• t `f•T r. ��;� �.1�::�','•'ft•'� - 77LL�''i'.:.;�.,:�'�:ir'yi ,�'E;,.,�}., �f�e �� i �:r•1..:�.!:i. 5�} -�i. r.�:`•'`f:,„Q u.;'`.;FS�'�f.;.�.'la^y'7y3ir=. I' i;�-f :i I� :1; �i =i.�" llY' �;`77• .'ti: .1�,�4s'fr-„$. s.,�;i ��W�'-'7t`t �t'• .fit.!°k + .yea .�,�� k. 4! ;kn •°:,J•: s�' ter. ;'�i, H �t 1 1. r.{• f"'`t5i "j: .1�. � �:� n'�•, e I. r 9 ak:� rr 1 r. .�• u -1% 1'-J' ):r .1 .i '1. k li' - .C+ 1, f• i +Y I'a r, ..1 i 4 x •�f t� '.t� a i' �a V `Y(.� ��.. �z -r.'., '`z� .'PSG:�, i;%%:� ;�',• �r ^� �.• 6 I' c. ..z. rr.n '. I•I.,rl...•/y:,?":->:. .r.5"� �.i 4.i s. .)`t.., ia; .-�, n.�,e5 :..........:.'. „e� i��Y.��.! t�' �..1 �•i tl hi} r pd::� 1„' �Y':`'',•�'" r�f..i r�l.'.:��'� '::}:^d��i l�"-' .5`. ^;yEin Y-'I`%�r A�i 7:'�. �:�'4.i. ��;,. r'.it`�•:�',w�4" i .� `"d�� }y.,,, :d 'f. ..7,i .,I=�:E:,w.a �ti!�� r,:u�..j.�� 'a. .�.:"'.' ":;�F.r+.;i,,ri�+-�'`"�`4• z..x�k'''�_n.,as,�`�•�"f `lY�.:�.:•.,•�...�, yQ:N`f V -1',6,.�;1"74.� �:�. ..�7! a:�.itr?'4^1, �� y..a o.:Pst_•.r,d$i..�s�:5':.;:, y �+ %?..r,..:.S,i:4�:'..,� -�-2. .>y �r a ,n 4u'•Y� +�d: ..:1, ,ri`�, ,.o-^n.91' ,x .r:. ..i�7 T^7�';�.:( ;X,a r,� i..�:- - .fie,:•n .��.9�.�:,:,y _: s� (J�( ..�'c:, ,r-i��asr- ;y•:�" 7�Y';� St._ :%i?} '�".'4'.+:'"�-;�"�'-`' a.,j• R b. •'�%ki r:''7.?'4;: ,r�,t;' i.��;-i d ��y�:r �.1 r!�#.•Y,�,: ^s' x"t"� ',�. - ':�3e•e � In J^�.. ;�,'� .r �,� e .r: ✓sue �. ' :^ , ray'-7, a=•A:;r 'W.^ +'�"��ti`z - f_. ,.r?!•- ,{,. P ?i'a °e; �'3'_��:r.,`i. •x, r.k._�*z: :;r...vr.:.`.',z;''.. .ri.: - ,•do�, •e `-:'"��:[•il� ;t:;: l�P•r 7 s, ..� �c,.. y I,�•r. ..,, 2.•�;« ..:.Y.tn. `i'.�-:.�.,�. :i'3'•r:. �;�f t:l.�'4 «-I�fyl.-: ek�5+��i?.1i. .� ..}F�� i<: - •��. ,%f a�it�.i?'.��'�r.!"��ia�t�u: �i,�- �, SEALED BID FOR: - �:5�1:',tEK%I :�}}[[LLj``"� ..�i...�e,'�r. J-. i�t. 't.�n�.-,�� .i>>•��{{K t;-- ,.r"fy�.i;j�� .1';Y�� -,4 A�..,.w:� ,ih.'$��':��ry_ .:(!1.,.•i .�V.t:`.'..l�C�_v^ Y� 'J:<,� ` � v1��f.,sr' .�''��I:•1?...1: �:1. �,�:• ��.'t',.;':.:e.i?! .`.`p yt.,r.�'.;j•.':S `,.-•�.�':4,-2Y•'. ski CITY OF HUNTINGTON BEACH ,� .r�P••a f,. -,,,a Yorktown Avenue Wide fro <,:•::`�''•:.f�:,. 'w,. A�..�• gt e'�S ,.t i�ti��:�;Y+ ,f��,;- ;.t 1,�� l�T•�,�•''��'('� <•i��I:`.:ii:4�'� R.•�r:r�,.b,9p`Lr; i,"vhy ix. J`....,5. ';'�?+x,;. �:j`�j � �= �'•��r.9,�y^: q S�h.a•.�,l��:�� F ;r ;t'i`f� l 4`•�•��•rt.� _.•,b� ° f ' F .�, ,� � .fi.+."i :f. Y�iT; ,`. [`' �;1:.:`);�i�C :��I: .e�:yy.,F,• q•�.41'F.j .: �i�..� ��`��,�,.�:�•�?.�„��:� :E�� .,,�"��' Deleware St to Beach Bl CC#1017 • 1;'•n.., �7> .�2', y.k;.:-.i,;•. BID DATE: 9/6/Ol �•� �'" :,;�� : �:�;�:��•. •.�:��;:�.: � �n ;,• :F;= .��; ,x�� -' _ ID TM: p �. .t, r, �. ,,;•i��,:Lz• ` „ :.�,: , ¢ DO NOT OPEN WITH REGULAR J CZ� MAIL. . C"> — t! LL ( as �i Cn o , { :I f.. `•r' t. r. a� is i� n. �I- i. `f �r•� Ti-' - Im. I i i 99 La •1 f'� : '1• "1 �i ;• i, i.�,•fir l� yr z.Wit.-• �tk� ��•. �.d .i' k - � .o - 7.: tl� �� F - t f � - r r 4 �r� ram.,:c:::'• t•"pp :r.. .F_ •i �.. .� :�M� 'o, �F,:'=i�•;,�,o.c. .rth� .,�..,t' .,•k•y. .t+r:#,'�: tea, i�� i I i �,�'.��. ,.�.�.��': � � � ti.+. ,�'�r•i ,�a •�'f+•... .. - .. .��a.C,. •�: ,. lit`.,' SECTION C PROPOSAL for the YORKTOWN AVENUE WIDENING from DELAWARE STREET TO BEACH BOULEVARD CASH CONTRACT No. 1017 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: In compliance with the Notice Inviting Sealed Bids, the undersigned hereby proposes and agrees to perform all the work therein described, and to furnish all labor, material, equipment and incident insurance necessary therefor, in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach. The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of the City of Huntington Beach, and to enter into a contract at the following prices. The undersigned agrees to complete the work within 80 working days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void. Accompanying this proposal of bid, find bidders bonin the amount of$ i.o% which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). Bidder shall signify receipt of all Addenda here, if any: Addenda No. Date Received Bid is Signature l � C-2 v .L n.�,• , ; f ;:.SEP-05-2001 09:06 HUNTINGTON BEACH 714 374 1573 P:^ 3 City of Huntington Beach '_' Public Works Department ° 2000 Main Street i . Tel. (714) 536-5431, Fax (714) 374-1573 0.6 ;; . ADDENDUM NUMBER ONE t, ' } p j For Yorktown Avenue Widening from Delaware Street to Beach Boulevard - CC 1017 September 5, 2001 Notice To All Bidders: , This addendum is hereby made a part of the contract documents to the same extent as if it were originally included therein. Please note the following clarifications and revisions to the project specifications and plans: 1 . Section 6-7.1 General, states that the time within which the Work must be completed by the Contractor is fixed at 75 working days. This is in conflict . ! k1. with Section A, Notice Inviting Sealed Bids and Section C, Proposal that allow 80 working days. The working days for this contract shall be 80 �4 working days. ate. 2. Bid Item No. 31, Signing and Striping, is hereby deleted from the Project Bid >.; Schedule. The City will be accomplishing this work with its own forces. %. :F. Addendum 1, Yorktown Avenue WideningCC•1017, September 5, 2001, page 1 of 2 G:\Constrvctton Contracts(CCs}\CC1017\C*Yesp\Othet\AddendoWddenduml.doc �: :SEP-05-20Q1 09:06 HUNTINGTON BEACH 714 374 1573 P.,- •yi L� All bidders shall acknowledge the receipt of this addendum with its bid proposal. F These revisions do not change the project cost estimate. .3€ jN. Mark P. Uphus, P.E. Associate Civil Engineer MPU i .Al Bidder Acknowledgement: GMC ENGINEERING INC.1401 - ;; ; WARNER AVE STE El TUSTIN, CA 92780 .i Company Name By ?"Da yj C•,T l'{ :k. ' i • 9 �,�,�• eta . 1. i •. 1•tt.r , r_. J, Addendum 1, Yorktown Avenue WideningCC-1017, September 5, 2001, page 2 of 2 �: _. G:\Construction Controcls(CCs)\CC1017\Corresp\Other\Addenda\Addenduml.doc LIST OF SUBCONTRACTORS 1In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid and the portion (by percentage of the total bid) of the work to be done by such subcontractor. Portion Name and Address of Subcontractor State License Class of Work Number Fail. ®N9/ P�r� cn� Abe �Irr �e� 3a�6v 0i'h&✓ MARTINEZ CONCRETE INC 920 W.Foothill Blvd. Azusa,CA 92706 Z • ' 626-334-2979 394471 C8 CONCRETE I � w c� PACIFIC STRUCTURES Ef/L 6611 ARLINGTON AVE#L 909-687-6861 655717 STORM DRAIN f�L YJ JUHNNON 11NU. — / Z/i Anaheim,CA 92816-0341 489328 C10 ELECTRICAL By submission of this proposal, the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. ?. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-3 PROJECT BID SCHEDULE Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 1 1 Mobilization __ LS @ T(�''(�r!' 9�/1gtO17 d�/•tm✓�.( Dollars $L�' YW— $ ZD5W — Cents Per LS 2 1 Traffic Control Plan LS @ f &lxtA j1.✓o/Ad Dollars $ 00— $ 5�0 Cents Per LS 3 1 Implement Traffic Control Plan, LS a �l nw� /'1NiG/ Dollars $ 6)�� $ Cents Per LS 4 1 Clear and Grub I LS @ O(� 4Od1ate �,/ Dollars $ 0 V— $ 405-0 Cents Per LS 5 156 Remove PCC Curb&Gutter LF @ 57�)4 Dollars $ p r $ !� Cents Per LF 6 775 Remove PCC Sidewalk SF @ �� Dollars $ $5 Cents Per SF 7 65 Remove Storm Drain LF n -�ttd>� t��'�-' Dollars $ 31 tJ Cents Per LF 8 277 Remove PCC Curb Ramp SF u, 0k-f-- Dollars $ $ g1hq Cents Per SF 9 730 Remove PCC �Cross Gutter SF a 'T J Dollars $ 2' $ 160(p U/00 Cents Per SF 10 8665 Cold Mill A.C. 5'Wide SF Dollars $ ' $ Cents Per SF C-3.1 PROJECT BID SCHEDULE Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 11 7520 Cold Mill A.C. 10'Wide SF c �- Dollars 33 8 ?0✓ 7"'w' Cents Per SF 12 348 Abandon Storm Drain with Concrete Slum, LF @_ Dollars $ $ Cents Per LF 13 1 Abandon Existing Water Service at Water Main EA cr Q jW-4 s�� '� f,,,,�"Dollars $ /6J $ Cents Per EA 14 1 Relocate ,Fire Hydrant j EA @ T �"�� Tom*rl 4. liars $ 30Z $ .0Z S— Cents Per EA 15 2 Relocate Street Light -,,d EA @ ��rf�!/"�' ^ Dollars $3G.-o $ 7bo— Cents Per EA 16 526 Unclassified Excavation cr CY #caF�'/'� _ Dollars $ 'zV Cents Per CY 17 884 Remove A.C.&��Agggregate Base G CY @ '�wu/}� Dollars $ r $ n Cents Per CY 18 140 Pavement R(eeiinf Fabric and Route&Seal Cracks SY cr "`l i ^' ' Dollars $ $ Cents Per SY 19 210 Construct P C Curb&Gutter t LF cr Dollars $ ZS" $ Cents Per LF 20 493 Construct Curb Ramp at Corner Radius // SF n -fydl- Dollars $ 7•yo $ 7 D �to//12Lr-- Cents Per SF C-3.2 PROJECT BID SCHEDULE Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 21 2167 Construct PC Sidewalk ' /� c SF @ {-e. Dollars $ 20 Cents Per SF 22 142 Construct Alley Approach SF @ i"ll/ .� X Dollars $ $ Cents Per SF 23 2570 Construct Asphalt Concrete f, Can 3a TON @ 47 Dollars $ Sa $ lL w P/ 00- Cents Per TON 24 13 Adjust Valves to//Grade a EA 140 fig dA,� '�{ Dollars $ 210 $ 7�D' Cents Per EA 25 12 Adjust Manholes //to Grade L EA a 47.E {�!.✓ ti"� TAT Dollars $ V o — $ Cents Per EA 26 1 Construct 4'CB W/Local Depression (✓ ® 3ZD ✓?. EA ` Dollars $ Cents �L Per EA 27 1 Construct 7'CB W/Local Depression W 6 (o(x,� EA R k?- Dollars $ $ WO Cents Per EA 28 84 Construct 18"/RCP(D2000) LF a N✓ �'`� 'AXI�f Dollars $ �� $ 1302c- Cents Per LF 29 1 Relocate Traffic Signal LS Oa ""� 'et14 ( M d4W S G �� po 1� $ 1pou— $ Z,B� Cents Per LS 30 12 Install Traffic Detector Loops 2 p EA a '� Y'�"'� ��` f Dollars $ Z6 Cents Per EA C-3.3 PROJECT BID SCHEDULE Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 31 1 Signing and Striping //�.� S cr 2,��-V Dollars $ Cents Per LS 32 1 Survey Monumentation •} LS . @ _ (CWI1 {-sic( Xt,"WA.� Dollars $ I500 $ SDo Cents Per LS 33 1480 12"PVC Pipe 99 LF ,, /UA t Dollars $ $ �7J10 Cents Per LF 34 200 6" PVC Pipe LF r< 7nlf� �Ct�4 fL Dollars Cents Per LF 35 3 12"Tee Assembly t__� EA n 1C ,✓ ~��` Dollars $ l�/CD Cents Per EA 36 7 12"Valve Assembly EA n 4114 GK A✓41061/ Dollars $ Cents Per EA 37 2 12"AC x PVC Adapterr/• / EA r1 !// Z✓yAto Dollars 0J Cents Per EA 38 2 12"x 6"Tee Assembly / _ EA u. !/� '�•�'� cif� T1 Dollars $ 7✓ ' $ �0 Cents Per EA 39 2 6"AC X PVC Adapter_J / r EA rr 14,4) �.v.�dA61 f1W7 Dollars Cents Per EA 40 1 12"x 6" Cross Assembly p EA n zt t�/t 4 �M/✓tG .�'��Dol tars $ 0 (I $ Cents Per EA C-3.4 PROJECT BID SCHEDULE Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 41 2 6"Valve Assembly EA n rel&e �W i�'�'f� /11 t� Dollars $ $ f f i" Cents Per EA 42 1 Fire Hydrant Assembly'L / EA @ 4A✓tt -A0&6/4kf( 4W 1' ars $ �U L�' $ Cents Per EA 43 4 2" Service Assembly&Connect to Existing a EA t h elful' A' iAdf edf 41P Dollars $ zAto $ Z� Cents Per EA 44 3 Reconstruct Fire Hydrant Assembly EA n le u#L l c m k,,144o-.0 -14Ae- 6 4 Akars $ /7 L f(- $ SI 8 Cents Per EA 45 8 1"Service Assembly&Connect to Existing EA a e444,EGel IL-VA#f 144/ f A)� Dollars $ $ Cents Per EA 46 1 Cut and Cap Exisiting Main EA a _j!j j 144(wl(IA-e s• Yr7 AW- Dollars $ dG 6Y $ Afk6 � Cents Per EA 47 1 12"Connection -� � EA n C(-tw.1 kAd^.f Dollars $ ((00— $ (too— Cents Per EA 48 1 3/4" Service Assembly EA a _SLI �Ckf f !t. olik ��ihr Dollars $ $ Cents Per EA 49 1 6" Flanged 990 Degree Elbow EA a A. k✓-t(J,6,y �Dollars $ 2tyo $ Cents Per EA 50 3 6" Flanged,x Cl Adapter EA a K 4_A sf ,-y( Dollars $ $ Cents Per EA C-3.5 PROJECT BID SCHEDULE Item Estimated Itemwithunit price Extended No. Quantity written in words Unit Price Amount 51 4 6"PVC 45 Degree Elbo%N- EA Dollars $ !� $ �YO-- Cents Per EA 52 2 12"x 6"Flanged Reducer EA W �4 &6 Dollars oo-- Cents Per EA 53 2 12"Flanged x PVC 45 Degree Elbmk (' EA Dollars $ /too` Cents Per EA 54 2 12" PVC 45 Degree Elbo\%EA i. �"dA61 rewfI2 Dollars $ Z7 L) , $ J{7�/o — Cents Per EA 55 1 Clorination and Testine �^ LS it ,(L P1�1 �✓ MSC ,��( _Dollars $ !/�P) J— $ ' Cents Per LS Total Amount Bid in Figures: $ CO — Total Amount Bid in Words: r j( !'t twic st dot 4aj C-3.6 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange Gennady Chizhik , being first duly sworn, deposes and says that he or she is Prasirlant of GMC F.n;inaaring Tnr_ the party making the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. GMC ENGINEERING INC. Name of Bidder Signature of Bidder Gennad3V Chizhik-Pres 1.401. Warner Ave STe B Tustin, CA 92780 Address of Bidder Subscribed and sworn to before me this 31. day of August , tq#x20o1_ SANDRA JO WINBERRY Commission# 1153985 Z a� Notary Public-CalifomiG Z Los Angeles County My Comm.Expires Sep 10,2W 1 NOTARY PUB NOTARY SEAL C-4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the YORKTOWN AVENUE WIDENING (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved." The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal-OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. GMC ENGINEERING INC. Contractor r By Gennady Chizhik President Title Date: 8/31/01. C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes allo If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. GMC Engineering INc. Contractor By Gennady Chizhik - P es President Title Date: 8/31/01. C-7 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: TBA GMC Engineering INc. Contractor V ` 4ftul"- By Gennady Chihzik President Title Date: 8/31/01. Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-8 BIDDER'S INFORMATION BIDDER certifies that,the following information is true and correct: GMC Engineering INc. Bidder Name 1.401. Warner Ave Ste B Tustin, Ca 92780 Business Address City, State Zip ( 71_4 ) 247-1.040 Telephone Number 739091. A B State Contractor's License No. and Class 8/71/97 Original Date Issued 8/31/03 Expiration Date The work site was inspected by a. Ch i zh i k of our office on 8/28/01. , M—. The following are persons, firms, and corporations having a principal interest in this proposal: Gennady Chizhik - President, VP & Secretary GMC Engineering Inc. C-9 ' The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. GMC Engineering Inc. Company Name Signature of Bidder Gennady Chizhik - President Printed or Typed Signature Subscribed and sworn to before me this 31. day of August 1W 2001. SANDRAJO WINBERR Commission# 1153985 zy� Notary Public-California Los Angeles County My Comm.Expires Sep 10,2001 NOTARY PUBLJ NOTARY SEAL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: SEE ATTACHED 1. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed C-10 V GMC Engineering Inc. CONTRACTORS PROPOSAL REFERENCE LIST ti OWNER City of Riverside ADDRESS 3900 Main Street Riverside,Ca 92522 Our Job# 137-00 CONTACT Dick Clelland PHONE (909)826-5671 DESCRIPTION Fairmount Blvd.from Mission Inn to University Avenue CONTRACT AMOUNT $ 472,549.38 OWNER City of San Juan Capistrano ADDRESS 32400 Paseo Adelanto San Juan Capistrano,CA 92675 Our Job# 132-99 CONTACT Jerome Ruddins PHONE (949)855-3634 DESCRIPTION Camino Capistrano Street Widening CONTRACT AMOUNT $ 677,706.39 OWNER City of Mission Viejo ADDRESS 25909 Pala Suite#200 Mission Viejo,CA 92691 Our Job# 117-98 CONTACT Marc Chagnon PHONE (949)470-3091 DESCRIPTION La Paz Widening CONTRACT AMOUNT $ 317,375.00 OWNER City of Huntington Beach PWA ADDRESS 2000 Main Street Huntington Beach,CA Our Job# 128-99 CONTACT Eric Charlonne PHONE (714)536-5590 / (714)536-5430 DESCRIPTION 5th Street Parking Plan Improvements CONTRACT AMOUNT $ 383,683.00 OWNER City of Whittier ADDRESS 13230 Penn St Whittier, CA 90602 Our Job# 131-00 CONTACT Sunny Ng PHONE (562)464-3510 DESCRIPTION Whittier Blvd. Median Improvements CONTRACT AMOUNT $ 323,415.90 OWNER City of Irvine ADDRESS One Civic Center Plaza Irvine, CA 92623-9575 Our Job# 118-98 CONTACT Ed Rozok PHONE (949)724-7554 DESCRIPTION Michelson Ave Median CONTRACT AMOUNT $ 638,584.00 OWNER City of Chino ADDRESS 13220 Central Avenue Chino,CA 91710 Our Job# 123-99 CONTACT Raja Edirisuriya PHONE (909)627-7577 x253 DESCRIPTION Pipeline, Eucalyptus,&Grand Ave CONTRACT AMOUNT $ 414,932.81 JobReferences 6 d , ENG N� GE GENERAL ENGINEERING CONTRACTOR Lic.No.739091 CONTRACTORS DESIGNATION OF SURETIES Bonding: JRG Surety & Insurance Agency, Inc. 104 Calle Patricia Unit B San Clemente, CA 92672 (949) 498-7384 (949) 498-1467 Fax Attention: Jeffery R. Gryde Insurance: Armstrong Robitaille 680 Langsdorf Dr. 9100 Fullerton, CA 92831 (714) 578-7268 (714) 578-7487 Fax Attention: Paula Thibodeau 1401 Warner Avenue, Suite B, Tustin, California 92780 • (714) 247-1040 Fax (714) 247-1041 C ;. CITY OF HI. NTINGT- ON BEACH 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK CONNIE BROCKWAY CITY CLERK December 14 , 2001 To: Sequel Constractors, Inc. 12240 Woodruff Avenue Downey, CA 90241 Enclosed please find your original bid bond issued by Sequel Contractors, Inc. for CC No. 1017 Connie Brockway, CIVIC City Clerk Enclosure g•lfollowup/cashcon/returnbid bond.doc (Telephone:714-536-5227) CHUBB GROUP OF-'INSURANCE COMPANIES CHUBB 15 Mountain View Road, P.O. Box 1615. Warren, New Jersey 07061-1615 FEDERAL INSURANCE COMPANY BID BOND Know All Men By These Presents, Thatwe, SEQUEL CONTRACTORS, INC. (hereinafter called the Principal), as Principal, and the FEDERAL INSURANCE COMPANY,Warren,New Jersey, a corporation duly organized under the laws of the State of Indiana, (hereinafter called the Surety), as Surety, are held and firmly bound unto CITY OF HUNTINGTON BEACH (hereinafter called the Obligee), in the sum of TEN PERCENT OF THE TOTAL AMOUNT OF THE BID Dollars ($ 10% ),for the payment of which we,the said Principal and the said Surety,bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. Sealed with our seals and dated this 28TH . day of AUGUST, 2001 WHEREAS, the Principal has submitted a bid, dated SEPTEMBER 6, 2001 , for YORKTOWN AVENUE WIDENING CC 1017 NOW,THEREFORE,THE CONDITION OF THIS OBLIGATION IS SUCH,that if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the Obligee in accordance with such bid and give bond .with good and sufficient surety for the faithful performance of such contract, or in the event of the failure of the Principal to enter into such contract and give such bond, if the Principal shall pay to the Obligee the difference, not to exceed the penalty hereof, between the amount specified in said bid and the amount for which the Obligee may legally contract with another party to perform the work covered by said bid, if the latter amount be in excess of the former, then this obligation shall be null and void, otherwise to remain in full force and effect. SEQUEL CONTR04ORS, INC. P i al By. a , EDERt INSURANCE C MPANY By: 04 12 DOUGL A. RA P, ORNEY IN FACT 'ALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT crcrcrcC crcr�c ccrcrc=C cK cl?cC crrC cr=r�r�nMc�c c crr�S`6:sc,c�ty��' # K State of Cbliforni a �X County of Orange AUG 2 On 8 20 before me, Christine M. Rapp, Notary Public Date Name and Tate of Officer(e.g..'Jane Doe.Notary Pu0tic7 personally appeared _ Douglas A. Ram Names)of Signers) ®personally known to me—OR—❑proved to me on the basis of satisfactory evidence to be the person(s) A 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), � CHRISTINE M. RAPPI or the entity upon behalf of which the person(s) acted, r COMM.#1267189 < executed the instrument. > •`� NOTARY PUBLIC-CALIFORNIA M T ORANGE COUNTY (h My Comm.Exp.July 9.2004 WITNESS my hand and official seal. � Signatugh of Notary PUNr G: t OPTIONAL r Though the information below is not required bylaw,it may prove valuable to persons relying on the document and could prevent r fraudulent removal and reattachment of this form to another document f Description of Attached Document Tale or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: r Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Individual ❑ Individual 2 ❑ Corporate Officer ❑ Corporate Officer T(tle(s): T)tle(s): ❑ Partner—❑ Limited ❑ General ❑ Partner—❑ Limited ❑General ❑ Attomey-in-Fact ❑ Attorney-in-Fact A ❑ Trustee ❑ Trustee ❑ Guardian or Conservator " . ❑ Guardian or Conservator611 ❑ Other. Top of thumb here ❑ Other. Top of thumb here L Signer Is Representing: Signer Is Representing: 0 1"S µa6onaf►bury Association•8236 Rennet Ave,P.O.Box 7184•Canoga Pak CA 91309.7184 Prod.No.5907 Reorder.Cae To8 ree 1 400-876-68: Chubb POWER Federal Insurance Company Attn.: Surety Department Sure OF Vigilant Insurance Company 15 Mountain View Road 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 and 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(other than bail 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,and PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their corporate seals on this th . day of Febr 1999 Ca-&4,9,7� 4ro B.R rts,Assistant Secretary �ra E.Robertson,tricePrfident STATE OF NEW JERSEY l j ss. County of Somerset On this 24 th day of 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 duty swom, 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.Robertson,and knows him to be Vice President of said Companies;and that the signature or Frank E.Robertson,subscribed to said Power of Attorney is in the genuine handwriting of Frank E. Robertson,and was thereto subscribed by authority of said By-Laws and in deponent's presence. NQtrial SiFat x10TARY P• —*— _ yptpSO,�d Notary Public powcNo 0054W Apr418, 3 jER-- Co °n CERTIFICATION Extrac!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 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." 1, 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 duty licensed and authorized to transact surety business in an 50 of the United States of Arnerica 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 tstarlds,and Federal is licensed in A nericatt Samoa,Guam,and each of the Prornces of Canada except Prince Eduard 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 28TH day of AUGUST, 2001 �SVNpR ��av►�r t RAjjCLu El 3 so Oil � ♦ _* * � f 2 � �DlAlib� '�S 1`tir+ ��'Elyr Ypa�"r♦ 'll�E_— i✓L/� t-�1_rz c_6 l T 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 15-10-OZ26 A(Ed.149) NON-CONSENT CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of LOS ANG LES ss. On AM 28 an before me, MICPAF1_A. MA LIE'R, � Ptl9�..IC Date Name and Title of Officer(e.g.,'Jane Doe,Notary Public') personally appeared Thomas S. tuck, V.P. &Smemy Name(s)of Signer(s) ❑ personally 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 h IC!I kcL MAHLER acknowledged to me that he/she/they executed A. t'•_L A,MARL the same in his/her/their authorized ANGEJ---SC+UNTY Ikin capacity(ies), and . that by his/her/their I s :{:,i AN�E:E:S COUNTY in Q �F na Comm.&P,N,ay 13.2005 signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITN SS h an f ii 'a ( Place Notary Seal Above Signature of Notary Public I OPTIONAL I. 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. f� Description of Attached Document I. Title or Type of Document: Document Date: Number of Pages: r 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 LO Trustee ❑ Guardian or Conservator ❑ Other: r Signer Is Representing: I ,I V 1997 National Notary Association-9350 De Soto Ave.,P.0 Box 2402-Chatsworth,CA 91313.2402 Prod.No.5907 Reorder:Call Toll-Free 1-800-876-6827 i CT(SE"ELCoN- % Rs INc l : : CA0 vED � CITY CLERK � •; CITY OF , ! 'i 'i' •i'i' Ii` 'Yi��'ft." t _r q i e ��• v`J i HUNTING, Oda OLCHr CAAC �' 1 �O •I .1 I '1 ' I.i (_� :1:^'' l,r.,*:;, ,,i:+.;.. vi:',' �'i. al.. 7SEP 1 'a I C i I •µl �r O A. . •�'' "1 I i ;i i+7-;�: i,{'-I.II:'.,,, ,Jr;:y✓;, L,Mi.t.,�!; .' .. ..fIr_ .ar'-•: f-4 ( 1�, r,>fl ...cut•,,,.. ~s1" .r•I I e t„ 5' S•"' �y• a'J , ' w :•4 3 r '.}:. 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F"i'•:- 9.,1,. ,'� .:�tJ •�.s•, .`t-.t.: _>w a'. . r,>et,tf: v:'I_ �„,..hal,.-•,.:+x, �: lxw., ,rf '�::�;.'ar. :: I...:.aa.: .'i5+••k..":.Isi-;1,, �vJ".'.�r.<' .} tilC:;bYr:: -'.. ._4 '7.I.,n/lfy.i!�ih u!ti•�..s_-.._�:;�:i3;.:".•..::�:�.;++•a;::.._��5.,..>.._!�._'?2r-.._...,.,�::�fi.__ -� SEQUEL CONTRACTORS, INC,._ SECTION C 12240 Woo�'ruff Ave, Downby, C;A 90241 PROPOSAL for the YORKTOWN AVENUE WIDENING from DELAWARE STREET TO BEACH BOULEVARD CASH CONTRACT No. 1017 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: In compliance with the Notice Inviting Sealed Bids, the undersigned hereby proposes and agrees to perform all the work therein described, and to furnish all labor, material, equipment and incident insurance necessary therefor, in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach. The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of the City of Huntington Beach, and to enter into a contract at the following prices. The undersigned agrees to complete the work within 80 working days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and xvill readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, andwords shall govern over figures. C-1 SEQUEL CONTRACTORS, INC. If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void. Accompanying this proposal of bid, findIBIDDER'S Bank a amount of$ which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). Bidder shall signify receipt of all Addenda here, if any: 1117 Addenda No. Date Received Bidder' ' nature C-2 bWUt:LW111U1`IAVstC M4911W. LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid and the portion (by percentage of the total bid) of the work to be done by such subcontractor. Portion Name and Address of Subcontractor State License Class of Work Number (0) AMCEol ,4fC'_e164 eon M�i J % �� • T w v By submission of this proposal, the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-3 SEQUEL.CONTRA PROJECT BID SCHEDULE _....._ gTgF INC. Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 1 1 Mobilization LS @ ... ;�/ —Dollars $oe""! $ Cents Per LS 2 1 Traffic Control Plan (� LS @ 1 �tl51� Dollars $ $ Cents Per LS 3 1 Implement Traffic Control Plan LS cr 1 Kl� 10 Dollars $ Mom $ / �"- Cents Per LS 4 1 Clear and Gr / Qp LS 51V�_ Dollars $� $�! Cents Per LS 5 156 Remove PCC Curb&Gutter LF @ �1JC Dollars $ $ -� Cents Per LF 6 775 Remove PCC Sidewalk te SF Dollars $ $ j Cents Per SF 7 65 Remove Storm Drai OO LF @ 1 Dollars $ $ ZAZI.J Cents Per LF 8 277 Remove PCC Cur amp SF a 1410 Dollars -"?-2f, — Cents Per SF 9 730 Remove PCC Cis Gutter *60 a SF cr Aub Dollars $ $ 01 Cents Per SF 10 8665 Cold Mill A.C. 5'Wide 54 SF cr Dollars $ �0 $ � Cents Per SF C-3.1 PROJECT BID SCHEDULE SEQUEL CONTRACTORS, INC. Item Estimated Item witfi unit price Extended No. Quantity written in words Unit Price Amount 11 7520 Cold Mill A.C. 10'Wide ,. SF 0 Dollars $ • 6f') $ 61 A-/ Cents Per SF 12 348 Abandon Sto Dramyvith Concrete Slurry LF n 7w Dollars $ $ Cents Per LF 13 1 Abandon Existing Water S rvice/at Water Main OD EA @ ► VV� ��YJ � Dollars $ Oo' $ ��/•� Cents Per EA 14 1 Relocate Fi vd ant^, f EA r /1� U Dollars $ /��" $ Cents Per EA 15 2 RelocateSYeet Ligh to EA @ // r �✓�"� V�'[I'L'K/ Dollars $ /7C $ - — Cents Per EA 16 526 Unclassified E,/ vation //��..,, CY n �W� Dollars $ o "�! $ �--" � Cents Per CY 17 884 Remove A.C.R Aggrqgatp Base c CY !r `l Dollars $ / $ Cents Per CY 18 140 Pavement R/e�i��i ri and ute/e&Seal Cracks b O SY a /[.vr l VK Dollars $ $� Cents Per SY 19 210 Construct P urb 4t Gut r LF n L 46�I Dollars $ $ 5o D�$r Cents Per LF 20 493 Construct C Ramp at Corner Radius SF Dollars Cents Per SF C-3.2 PROJECT BID SCHEDULE SEQW1E, ,9NTf=TOR$, INC. Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 21 2167 Construct PCC Sidewalk 00 SF cr y�'! V� Dollars $ �� $ Aj 93. -}— Cents Per SF 22 142 Construct Alley A pro h 0.6 SF rr Dollars $�— $ �/ D -- Cents Per SF 23 2570 Construct AMbalticoncrete TON a ( _Dollars $ $ Cents Per TON 24 13 Adjust V to Gr de,,f /y /� EA n 10 Dollars Cents Per EA 25 12 Adjust Man les t Grade EA u / Dollars $CV& �A/V- 0 Cents Per EA 26 1 Construct 4'CB W/Local De ssion 00 EA rr 1.3� Dollars $ $ Cents Per EA 27 1 Construct 7'CB 1/11 ocal D ession EA cr 7vZmw Dollars Cents Per EA 28 84 Construct 18" RCPAD/2000) QO LF u ' `�/�� !' Dollars Cents Per LF 29 1 Relocate ffc Si al ' 'n LS n ( V� 0�50 Dollars $ Cents Per LS 30 12 Install Tr ctor L ps,,/ ! EA r AND �/�/ /t'y Dollars _ Cents Per EA C-3.3 PROJECT BID SCHEDULE SEQUEL CONTRACTORS. INC. tem Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 31 1 Signing and Stripi g LS @ Dollars $ $ Cents Per LS 32 1 Survey Mo ,, tatioi� /�/�� 00 LS @ /t`A/ /T/�[J Dollars $ D(/t/v $ Cents Per LS 33 1480 12"PVC Pipe pLF rrl�� 4)V/ Dollars $ � $ Cents Per LF 34 200 6"PVC Pipe Q� LF « /V�� Dollars $ �v $e Cents Per LF 35 3 1 Tee Assembly EA @ �)AQM40 Dollars $ 1106 DO $�/000^ / — Cents Per EA 36 7 12"Valve AsjAnbly /,,t^�,(� 00 9 Qb EA @ 1✓� VrVV�=ti-+ Dollars $-/ Cents Per EA 37 2 12"AC X PV apter 40C EA 0a V r Dollars $ Cents Per EA 38 2 IT'x 6"Tee ssembly ,�I / Q EA « V/I / Dollars $ � $ � " .- Cents Per EA 39 2 6"AC X PVC er EA @ Dollars $ $ ' — Cents Per EA 40 1 12"x 6"Cross Assembly , 16 1 U'��O / /DOD'' EA n _ Dollars Cents Per EA C-3.4 PROJECT BID SCHEDULE SEQUELC . F3. pNC. Item Estimated Item with unit price Exten led No. Quantity written in words Unit Price Amount 41 2 6"Valve Assembly cc 4%1 EA n Dollars $`-��`! $p- Cents Per EA 42 1 Fire ydraapAsserrib EA @ ollars $ t!?� $ Cents Per EA 43 4 2" Service sembly&Con t to Existing n /yq EA r� � .[/ Dollars Cents Per EA 44 3 Reconst/ �Fiire F�jtant Assemb EA Dollars $ $ Cents Per EA 45 8, 1" SerVIC ssebilv&Conne�jt'ttonExisting EA a I/ 'Y7'/r /�U,r� � Dollars $_�� $lei�k Cents Per EA 46 1 Cut and Exisi ing Ma/in� L /� EA (� hLiA04 D Dollars $ 'I'(JV� $ Cents Per EA 47 1 12"Conne rn EA /r1 WE v �V Dollars $ $ Cents Per EA 48 1 3/4" Service Assem^bIN, / Ole (- ' Y / ®'2�,� Dollars $ !'/De Cents Per EA 49 1 6" Flanged 90 egree Elbowtoo EA a �� +V Dollars $ 30, $ 800 Cents v Per EA 50 3 6" Flanged/ Ada er EA (� J C//l' Dollars $ $ 6/- Cents Per EA C-3.5 PROJECT BID SCHEDULE SEQUEL CO(�TR�40 'D , INC. Item Estimated tern wit unit price Extenaed No. Quantity written in words Unit Price Amount 51 4 6"PVC 45 D ee Elbo ,,�/� EA ' /kl6 Dollars $ C900 $ Cents Per EA 52 2 12"x 6"Flar Reducer�� EA � �I Ly) /� Dollars �— Cents Per EA 53 2 12"Flang;4'vv11L VC 45 Dee re�eElbo%%EA C. / V/rl�/L"LJ Dollars $ �J�� $ Cents Per EA 54 2 12" PVC 45 gree Elbow 2 �,.�� 470 EA it` /V�� Dollars $ 3o- $ Cents v Per EA 55 1 Clorinau and Testin 00 �/' / s, 1� ��: Dollars $ LS $ Cents Per LS Total Amount Bid in Figures: $ b� Total Amount Bid in W rds: th✓ ✓ 77;6/ ".5;✓........._.._-..-._4M—d-D.-.._..... C-3.6 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange Thomas S. Pwk being first duly sworn, deposes and says that he or she is UCCE-PRFSIDENT&SECRUARY of SEQUEL CONTMC:TORSx INOW party making the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. SEQUEL CONTRACTORS,INC. Name of Wer ignat seemf y Thomas 12240 S. WOO.DRUFF AVE. DOWNEY, CALIF. 90241 Address of Bidder Subscribed and sworn to before me this day of SEP o 61� 199 NOTARY PUBLIC 12240 S. WOODhui c _SSE NOTARY SEAL C-4 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT I' l 1; State of California ( County of L OS ANGEL ES ss. ) f� , On SEP 0 6 200t before me, MCHAE=A.fltAHLER,I= PU-� , Date Name and Title of Officer(e.g.,"Jane Doe,Notary Public") personally appeared DomaS S. Pack,V.P.&secretary Name(s)of Signer(s) personally known to me ) ❑ proved to me on the basis of satisfactory evidence l� to be the person(s) whose name(s) is/are ) subscribed to the within instrument and acknowledged to me that he/she/they executed MICHAELA.MAHLER the same in his/her/their authorized I COMti.#13oa3s7 > capacity(ies), and that by his/her/their I� y NOTARY PUBLIC-CAUFORNIA OQL LOS ANGELES COUNTY signature(s)on the instrument the person(s), or I� MyCWM.Exp.Mq13.200S I the entity upon behalf of which the person(s) acted, executed the instrument. I' ESS m a dd d ffici I seal. ( Place Notary Seal Above Signature of Notary Public OPTIONAL (; Though the information below is not required by law,it may prove valuable to persons relying on the document l; and could prevent fraudulent removal and reattachment of this form to another document. f� I; Description of Attached Document . K Title or Type of Document: K (' Document Date: Number of Pages: l t� 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 K ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator I, ❑ Other: ( [ Signer Is Representing: 01997 National Notary Association-9350 De Soto Ave.,P.O.Box 2402 Chatsworth,CA 91313-2402 Prod.No.5907 Reorder.Call Toll-Free 1-800-876-6827 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the YORKTOWN AVENUE WIDENING (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved." The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal-OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. SEQUEL CONTRACTORS, INC. Contractor Z' By 1`homaa S. Pack,V.P.a Title Date: C-5 04� U"L CONTRAC:'ORS, INC. DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes U No If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. CONIMCIORS. INC. Contractor 1%mas S. Pack, V.P.&Secretary Title Date: SEP 0 6 2W] C-7 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: 9EQLfE4-Ct NTRACTOKINC. Contractor Thomas S. Pack, V.P. &Secretary Title Date: SEP 0 6 MI Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-8 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: s EL Bidder Name 1224.0 Woodruff Ave, DOWW,CA 9W41 Business Address City, State Zip Telephone Number 61060 A State Contractor's License No. and Class January 31,INI Original Date Issued ' wal;= Expiration Date The work site was inspected by ThOUS S. Pd%* of our office on AU6 2 7 20M 199 . The following are persons, firms, and corporations having a principal interest in this proposal: M tt W.WaA Prot" Tomas S:Paa, Y.P.&30aetM Y AdEL MAGAL1.AW& VICE PRESdDENT C-9 The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. SEQUE CONTRA C Rs, INC. Company N / Srat ee if B Thomgs S. Pack,V.P.&SwetacY Printed or Typed Signature Subscribed and sworn to before me this_ day of , 199_ . NOTARY PUBLIC NOTARY SEAL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: 1. Name and Address of Public Agency OP Name and Telephone No. of Project Ma jotO Contract Amount Type of Work Date Completed Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed 3. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed C-10 r CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT t � I State of California County of LUS ANGELES ss. t, t On SEP g 6 YOl11 before me, WICHAEt_A. MA!-HER, NOTARY PUKI.0 Date Name and Title of Officer(e.g.,"Jane Doe,Notary Public") personally appeared tfllAlS'S. PSG'.,V.P.&Sec re MY I, ��Name(s)of Signer(s) Ea-personally known to me ❑ proved to me on the basis of satisfactory I evidence _) to be the person(s) whose name(s) is/are ( subscribed to the within instrument and MICHnELa Mn1+u R acknowledged to me that he/she/they executed ) COMM.#1304387 D the same in his/her/their authorized ( NOTARY PUBLIC-CALIFORNIA capacity(ies), and that by his/her/their LOS ANGELES COUNTY a MyConm.Exp.Mo13.2M N signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. ) 1 WITNESS my hand and pfficial seal. ( Place Notary Seal Above Signature of 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: 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 Cl Guardian or Conservator ❑ Other: f -1 Signer Is Representing: ) I I 0 1997 National Notary Association•9350 De Soto Ave.,PO.Box 2402-Chatsworth,CA 91313-2402 Prod.No.5907 Reorder.Call Toll-Free 1-800-876-6827 SEPy05-2001 09:14 HUNTINGTON BEACH 714 374 1573 P.01/03 •J J fe [6- 1V CITY OF HUNTINGTON BEACH 2000 Main Street P . O . Box 190 Huntington Beach , CA 92648 FAX COVER SHEET DATE: September/1i, 2001 TO: Yorktown Avenue Widening Plan Holders FROM: Mark Uphus PHONE: 714-374-1735 Associate Civil Engineer FAX: 714-374-1573 RE: Yorktown Avenue Number of pages including cover sheet: 3 Attentimon - URGENT '. Message: Dear Planholder, Please find Addendum No. 1 for Yorktown Avenue Widening attached for your immediate attention. Please sign, date and fax the Addendum to 714-374-1573 as confirmation cf receipt. The signed original copy must be included with the sealed bid per the instructions contained in the addendum. These revisions do not change the bid opening date. We apologize for the inconvenience this late notice causes you. Please contact me at the number above if you have any questions. Regards, MMONSTRUCTION CONTRACTS (CGS)1CC10171CORRESPIPAXESIPO10806ADDEND.DOC ;SEPj05-2001 09:14 HUNTINGTON BEACH 714 374 1573 P.02/03 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For Yorktown Avenue Widening from Delaware Street to Beach Boulevard - CC 1017 September 5, 2001 Notice To All Bidders: This addendum is hereby made a part of the contract documents to the same extent as if it were originally included therein. Please note the following clarifications and revisions to the project specifications and plans: 1. Section 6-7.1 General, states that the time within which the Work must be completed by the Contractor is fixed at 75 working days. This is in conflict with Section A, Notice Inviting Sealed Bids and Section C, Proposal that allow 80 working days. The working days for this contract shall be 80 working days. 2. Bid Item No. 31, Signing and Striping, is hereby deleted from the Project Bid Schedule. The City will be accomplishing this work with its own forces. Addendum 1, Yorktown Avenue VideningCC-1017,September 5,2001, page 1 of 2 G:\Conslructlon Contracts(CCs►\CC1017\Corresp\Other\Addenda\Addenduml.doc , S�705-2001 09:14 HUNTINGTON BEACH 714 374 1573 P.03/03 A All bidders shall acknowledge the receipt of this addendum with its bid proposal. These revisions do not change the project cost estimate. Mark P. Uphus, P.E. Associate Civil Engineer MPU Bidder Acknowledgement: Co pang Name B Date Addendum 1, Yorktown Avenue WideningCC-1017,September 5, 2001, page 2 of 2 GNConslruction Contracts(CCs)\CC1017\Corresp\OtheMddenda\Addenduml.doc TOTAL P.03 CITY OF HUNTINGTON BEACH 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK CONNIE BROCKWAY CITY CLERK December 14 , 2001 To: Sully-Miller Contracting Co. 1100 E. Orangethorpe Ave. , Ste. 200 Anaheim, CA 92801 Enclosed please find your original bid bond issued by Liberty Mutual Insurance Company for CC No. 1017 Connie Brockway, CIVIC City Clerk Enclosure g lfollowup/cashcon/retumbid bond.doc (Telephone:714-536-5227) l THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we tHere ,nstrl full name and address or legal tale of Conlraclorl Sully-Miller Contracting Company 1100 E. Orangethorpe Ave. , Ste 200 Anaheim, Ca 92801 as Principal, hereinafter called the Principal, and Liberty Mutual Insurance Company (Here insert full name and address or legal lisle'of Surety) 8044 Montgomery Road, Ste 626W Cincinnati, Oh 45236 a corporation duly organized under the laws of the State of Massachusetts as Surety, hereinafter called the Surety, are held and firmly bound-unto yy IHeri insert lull name and address or legal tole of Ownerl 2000 of Huntington Beach Main Street, Huntington Beach, CA 92648 as Obligee, hereinafter called the Obligee, In the sum of Ten Percent of the Amount Bid*** Dollars ($ 10% of Bid***), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Isltrt insert lull namt. address and dtst npbon of prOl et ll Yorktown Avenue Widening from Delaware Street to Beach B6ulevard Cash Contract No. 1017 NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee to accordance with the terms of such bid, and give such bond or bonds as may be specified to the bidding or Contract Documents with good and sufficient surety for the faithful performance o"f 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, otheiwtse to remain in full force and effect. Signed and sealed this 22nd day of August x n 2001 Sully-Miller C tracting Company Fs AIPJ0 (Seat) (Wi ess) I RON SALCIDO (Title) VICE PRESIDENT Libert Mutual Insurance C mpany (Sur (Seal) (Witness) Peres Ja son, , (Title) tt rney-in-Pact AIA DOCUMENT A310• BID BOND•AIA®• FEBRUARY 1970 ED • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D.C. 20006 >CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT No.5907 State of California County of Orange On August 22, 2001 before me, Christine Maestas, Notary Public CATE NAME.TITLE OF OFFICER•E G.."JANE OOE.NOTARY PUBLIC- personally appeared Teresa I. Jackson NAME(S)OF SIGNER(S) , ❑x personally known to me -OR - ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and 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. r/ = WITNES and an offici 1 seal. ( _+ ' SIGNATURE OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENI— ❑ INDIVIDUAL ❑ CORPORATE OFFICER Bid Bond TITLE OR PE OF DOCUMENT TITLEIS) (� PARTNER(S) ❑ LIMITED ❑ GENERAL ® ATTORNEY-IN-FACT ❑ TRUSTEE(S) 1 ❑ GUARDIAN/CONSERVATOR NUMBER OF PAGES ❑ OTHER: August 22, 2001 SIGNER IS REPRESENTING: DATE OF DOCUMENT NAME OF PERSON(S)OR ENTITY(IES) Liberty Mutual Insurance Company Sully—Miller Contracting Company SIGNER(S) OTHER THAN NAMED ABOVE WC-407/EP 7/94 Q 1993 NATIONAL NOTARY A SSOCIATION 0 8230 Rommat Ave. P0. 8on 71A4 0 C%,%. 03r1, 47A II?1 q.IIA4 THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. 79804.7 This Power of Attorney limits the act of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. LIBERTY MUTUAL INSURANCE COMPANY BOSTON,MASSACHUSETTS POWER OF ATTORNEY- KNOW ALL PERSONS BY THESE PRESENTS: That Liberty.Mutual Insurance,Company. {the "Company"), a Massachusetts mutual insurance company, pursuant to and,by authority of the By-law and Authorization hereinafter`.set forth, does hereby name, constitute and appoint, TERESA I. JACKSON,JOHN D. MILLER, VICTORIA VOORHEES ALL`OF THE CITY OF SANTA ANA,STATE OF CALIFORNIA ..... . ........... .........' ...... . ...... . .... .............. .... .................................. ........................ . . .. .......... .... .. .... ........... ................................ ............ .. ...................... .. .. ....,.. . .......... ... ... . ................... .. .. . . .. . ..... . .... ... ... ........ ...................... each individually if there be more than one:named,its true acid{awful attomey-in-fact to make, execute;seal;acknowledge and deliver,for and on its behalf as surety and as its act and deed;any and all undertakings;bonds;`recognizance s and other surety obligations in the penal sum not exceeding ONE HUNQRFn MILLION AND 00/100*•********'*'******** DOLLARS ($100,000,000.00***** ) each, and the execution of such bonds or j undertakings, in pursuance of these presents,shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company in their,own proper persons. - N iThat this power is made and executed pursuant to and by authority of the following By-law and Authorization: c ARTICLE XVI,Execution of Contracts:Section 5.Surety Bonds and Undertakings. . rn Any officer or other official of the company authorized for that purpose in writing by the chairman or the president, and subject to such �p limitations as the chairman or the president may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the I e company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety e obligations. Such attorne sin-fact,subject the limitations set forth in their respective powers of attorney,shall have full power to bind the 9 Y - j P PO Y, p C i company by their signature and execution of any such instruments and to attach thereto the seal of the company., When so executed such = p pt instruments shall be as binding as if signed by the president and attested by the secretary. v By the following instrument the chairman or the president has authorized the officer or other official named therein to appoint attorneys-in-fact: d W c > Pursuant to Article XVI, Section 5 of the By-laws,Assistant Secretary Garnet W. Elliott is hereby authorized to appoint such attorneys-in-fact p p, as may be necessary to act in behalf of the company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, p bonds,recognizances and other surety obligations. .a c ` That the By-law and the Authorization above set forth are true copies thereof and are now in full force and effect. IN WITNESS WHEREOF, this instrument has been subscribed by its authorized officer and the corporate seal of the said Liberty Mutual Insurance G Company has been affixed t in Plymouth Meeting,Pennsylvania this 30th day of April 2001 f E t ! LIBERTY MUTUAL INSURANCE COMPANY N I By 17r74c C Garnet W.Elliott,Assistant Secretary d COMMONWEALTH OF PENNSYLVANIA ss L COUNTY OF MONTGOMERY d C et On this 3nth day.Of April ,A.D. 2001 , before me, a Notary.Public, personally came the individual, known to 00 d me to be the therein desc !dual and officer of Liberty Mutual Insurance Company who executed the preceding instrument,and he acknowfed- £r'V ged that he executed arse a the seal affixed to the said preceding instrument is the corporate seal of said company;and that said corporate v seal and his signatuf n> was duly affixed and subscribed to the said instrument by authority and direction of the said company. O o CID !! IN TESTIMOjjt+l HEREOF,I n sef my hand and affix my off ici_ of sea(at Plymouth Meeting,P ,the day and year first above written. O t CF t `q Notary Public ._,RTtRCATE I, the undersigne ssistaxi retary of Liberty Mutual Insurance Company, do hereby certify that the original power of attorney of which the foregoing is a full,true and corrcTct copy,.is in full force and effect on the date of this certificate;and 1 do further certify that the officer who executed the said power of attorney was one of the officers specially authorized by the chairman or the president to appoint any attorney-in-fact as provided in Article XVI,Section 5 of the By-laws of Liberty Mutual Insurance Company. This certificate may be signed by facsimile under and by authority of the following vote of the board of directors of Liberty Mutual Insurance Company at a meeting duly called and held on the 12th day of March,1980. VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company wherever appearing upon a certified copy of any power of attorney issued by the company, shall be valid and binding upon the company with the same force and effect as though manually affixed. IN TESION WHEREOF, I have hereu Edo 11bscribed my name and affixed the corporate seal of the said company, this 22nd day of .August U `. stant Secretary THIS POWER OF ATTORNEY MAY NOT BE USED TO EXECUTE ANY BOND WITH AN INCEPTION DATE AFTER April 30 ,20 03 State of California ) ss. County of Orange ) On September 5, 2001 (Date) before me, Jessica Florez Daniels -Notary Public - (Name and title "Notary Public") personally appeared RON SALCZDO (Name(s) of signer(s)), (X) personally known to me(or proved to me on the basis of satisfactory evidence)to be the person(s) whose name(s) is/are subscribed to the within instrument and 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. •/ (Signature of Notary) (Seal of Notary) Oh4464484460004490•>o4•i0•>'i4444400044444444 JESSICA FLOREZ DANIELS= essica Florez Danie s—Notary Public w NOTARY PUBLIC 781 63 > Q ORANGE COUNTY b My Commission Expires Sept.24,2004 q 44L4400440JOOb44G•in46e004040e�00600�00000 OPTIONAL Description ofAttached Document Title of Type of Document Bidder's Bond Document Date: August 22 , 2001 Number of Pages: i Signer(s)Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: RON SALCIDO Individual Corporate Officer—Title(s): VICE PRESIDENT Partner- Limited General Attorney in Fact Trustee Guardian or Conservator Other: Signer is Representing: SULLY-MILLER CONTRACTING COMPANY i:i ;I.'i! ;•a,; i•.. rrniLr= f' •d i ,�: ' j. .r::.; .i ,: I tw•j `:',y:'ft ED ;i: ? ;�.' I �: i :!•; i ci. ER��+" Ci+�Y l _t t• r�iKC}7 L CITY Ui . �+t �+ (:t i 1' 01 'i ! 1 - i- .3j '•, .t+'.ITIAr, t:-J.t.:` 11�.' ,F. ; ■ Tfl Cl-'a CA 1 1• '�! 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Il�j�=, „h r., .i:°,} v.:..-'_i';.f;,;••;.,t, ' ,I'�a'�:�°"< '_��:';;�K t>x,'fi a, i�r, "'�3� .xf.3�,qm q•p ��,�' ..b� 1:i�s•ui.t.r- .� �� ,.a:,;:. t � 7 �zatti1 .' � .�_,� .z tt PEN WITH REGULAR MAIL r� ,: �4�=�?; ,•, •;,4:.:,:; :rr3.r;.•,. . NOT -�"fl��-rr,,,.� •�,�: �: � i:�=• :�'J:.�'��`' ,.�:n�� >:�� DUN O +� 'G,i�l�•,t,;:;K,.3,r� t�;3.;,�;,:(.,'�:�t�; _�' ,ri }}� ,��--•u: ,^„+ ��';+�:� `it4�i _;' tit"ylst,..•,�,�„�.�,��"'�{'iv,'�r+1'�+,.!',; .,tr _,:nr':-[:,;,.I .,i;; ,• .r,.¢ r�r rt„;. g .9d ,�� ,',+, .,, ,,r, � 0' "t<: t<l MILLER 't,;<::, t,,(, �,,H;t t ,�;;,,i,.. ,- •t tl ,,t ,.: ".`a. z SULLY-� �,�{};�;}`•? !,g�',�'-� �,'��t5t�'.,,':� ��j�,�-f;N�'}��,_ '��--�i� 3'��',at ��'�:��" T'x3�� o T f " x at ,, a1. L- t. r t• THNG CO. �.^ y�ti.�ire �* 5� .Y..k,��`: s �,.�i't',y,.-'�i �r �•:�� CONTItAC '� ,.,,i.�ti.,, h.. R i J itc-'F}} ar'- Y { i3EACH ;; :;..�,''��'"�'"� x �`'� =�'��"•~� -��` �' k CITY O F H U N T I N G T O N { f'Ct• , �.':..'.-4:�.:�,t.,r{7�:^i-•'k-=i:: `�t,6 r_4�'s 7J� ^�i„ at S 1. 1gYy n��I g�',� 4 ,��•{'-!y d. :1,,"-• :�ij,,.,4',Jr,ti . C �1 .f i-' y�- �:,y>� � 'I'"t',^f'FG�,1' i,'" �'ki 4M1.x th'-• "� }i::✓• ;� Y CLERK THE •;>�,:..`:,,•.l,;�j,,,;: .I,•.,,,.v.: ;::�,' p' ',•,' 1�'��';a;s:�:� � .��,;,� `•'>,,,!,,�:::.T.� ,•>x kK,',��,�; :�_�•� ;�:,. Y�4 ,', OFFICE O F ' .i 4-.fink)��, .y, i.:tt. 5'.�L eh°e +� 6.,.r=%E 1'•#". {[.1.�,, .r ..S::M1�+.>c„v 'j.i, -,ki 7•y,�• f'-L', „I ?+a.. NV., ..:,:c:"' ��:4..;r",3:'t•'• i..;: _ 'ta^�7 ..>* 'ate' ,.., .tt.� >, ::fi ,� ,,,�.�,,,�,., :�; ;,w.�: , D FLOOR >,. ;.}.;�-.:u��::,��;,. .�,, �_ .a >d .J.'':,. �c� _.'':�".,.{ �==� .;..,• �: � .,,;,N 7 �:��. SECON 4 �:_• "'� ��:°:.�::a ��•�;: I. .� '-, :_.rt.3tC��y�;ti��. , ..' °` �,',`�`t'-o,•��`' s tt �l-'•.� ±r�'!H t ��f }... ",`'.^r. -2 Yl' t:�il,v1'�:6i>S,yii• .,..k!r ,^{l »t'•.... y•.-x "r •'i:,a,. ;v,y._ __{:•.. �+'i>.tl ,�;.,�t � �;�_.�`�. .� .�,�',. � ;•r:,�. ,'�, "A.f ;�, f�x.�V MAIN STREET r?, ;:��,�.,''�•4•+•;'.;;::�':;,_ ;� ��.^'.1,,:;�.. r,,r'.�.�, ;'fir: w, •�, x: _ .. c , .. . � '. � 2000 :::'; rq:r „t-s...�Ef» ,;, s4.r'x'r'r.' r.Y"-s., `'`{�zr,',, ;" �y.a:'.:b''; i.�,rir i'-•.. ,;,, �J ;.ay ,.�., ;�r��='�'�'�°�=?��"�� -;�,,1¢`�";;_ �, .:•��:�,�.�. �, H CA 92648 � �:'�� '�' y: �� :, ,..w' TON BEACH, �=urr t=t'�� -��` �•��',:, ,s ,�.� ,�,,� � ;�s HUNTING i�r� •r. ,.�. ,� :.`aiQ•� :1 'r. ,�:.�!;;'r�� ai•�'t'"'".,LJj,r :',�'?4•:i4 f�7"-r'�t. ��t%,v'`'��iul::,-;"r!: hh ;u?�• € rtt.� �'l.t• #;>:�1F ';!;'''' h' 'j :, .v' '! ,�u, „Y..„nt�a� f'"�;�' Fl -f .LiJ} " a•i Wi,"``;lS'ii`;. �i,`t' tit+ -ter 1 :u�•. > ''t: E LAW WARE E WIDENING F RO NI D r--, AVENUE _r+;rr t•', ,!..,• o>:�,t, r. " ,a .� ,. ". YORKTOWN TRACT, ,,z�'::•3.:-:.:,� 1.z�.,:'.r.,�,'�.`'�ir!'+;-�,��.:,��,�FOR• .•, , y J ^,• Y+t �.'°tN'.:.� ,'S-'- li' ,-(1'it. tiv75:3 _'y,., ,} f>: f D• rt:t.�,-..� F t 1'.?•'•' J+. -I.:, is=.1., .c:icat> .._ .:. '•, . , , : f CH BOULEVARD. CASH CON STREET TO "rm�Tsf, 'k' 'r.>i., ,r +,•� t 1:'}. .� ,+,d-L`�7i.,'L'3 F?wr,'"}�•._ .'7? F,, t :±lilw-"" r x' d;j,, ::-,.J:> :'i'ia,�7 z,� .,,>z�^:v rl''Y': �'r• ,lt�'-. s��' �; ,�,,tyc�r^�a•....�,_ :�. 1017 `�W'`^.i�".r•�f. >}.c;:e�! °1 'a;- �tr C ,7 µ `•L� .ice N O. r. Sr;`•;,ya1:N.:'.'.l!.':c:, v''`• 4r,�,s{. r .ssi t' •'r yr„+";'.+; .S;!•' e' ,c r,rtt: .e;r.:,,', '' Y � •9' n : t�y'IE �1� ',ti t y;.:;. DATE: SEPTEN BID STE200 i , •!'. i' :;>t ,:;i'`j��,;9 t '-[}? ,f!..i=d� :'fi?;�t��a;$•'rii{ i 100 E.0}G1NGliT1iOK1 G AVL., r . 1 . 'i _ o,- "a.,t;�� :'v,,:f' ,1•:;` `7a% - 5'iu='dr'w':' I Ti ,'. ANAHEI)A'I,CalY2ti01 },1 Ji 'I• 1. �'..;.: t; ii; i. ..;! ? rr.,:r,.,?i• .:J:f.i' . I:.� '7 'i.. 'J-' 1i I,'1l ;3'i �"[s„ -i! rP(,;:•1 :(:"i; :,>f:,-r'.�.l.,A,a_„ �•I,-� t �. , I' r I ,I'(I�, ,t•• I?'.f, t'`I ;."L'. a.;.+i�i:f:'; ,i `�•i,,:.=;.i:;._:` _�;: r., �'!1�� ,.f. •I» �i. .r, .It.:,•4ir. 1', `j:',a• +A �!'4"=-3:>�`'�';,._ �e'j,"'2i 1.' :I . i 4 7,1"'j,:•r.:(t. .aF'':' d.`.; a:';r,.1M.,`•::^; i i'f; ,�'I •+I''.�•J' - �<. .I•."k:'.s,,._ti,. hk%.., 'r.=i:nw- War �i': a,fa. ,t,, ,.:(r:=;r., ?�•: .xa w-5-"�a;.'*��;=:.r:, q.,' 1 N�` •'1 f t ' `i • - ` ,+ .r •`fit, �i,�_ -,. +..,%n l _ , 1.•Y 1- } xM:y.y .. ..+�_:. i. h :r. ...`' a �t --rt,,.. .i,._..r:.. .{,'.3'('S'`:.r':T�::.e_,t__ ;.�f..l.. �2•,: ••�•-i�.. hg� .3(; ,dam'• ,,,F+;: ;�.:, y" Y-� &'�'. :i• :it ,:: '� °:!T< ,��' •,fi-1 {._ •:fix l' E, s �F C 7 ' "=£' •'irks. .�•. .r: �,,.•:'`> t� ,..�.• ,�. -.fit, , �, .. '`^ .cs;�'r„p •;r,z' ."�,. i.� '. ..-s'�.` 1 .y I�' �i_ .. �t�i,:• .7� ,�` },,r: i•'' ,.1+,1 , .7.Lxh L.._ ..�, ,. .., .. , _-.i....:_.�..-r,.._ .:i. a.,.s...�.s.:,._i,,,,...-w��,vr><�"Y'��i....._._.,-..._. .. _ -. , ."1': •>z"t'. ._C::.3i�r!. :.',.'!S'.;11 eu',,.,=»:i"�.y.(^'f SECTION C PROPOSAL for the YORKTOWN AVENUE WIDENING from DELAWARE STREET TO BEACH BOULEVARD CASH CONTRACT No. 1017 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: In compliance with the Notice Inviting Sealed Bids, the undersigned hereby proposes and agrees to perform all the work therein described, and to furnish all labor, material, equipment and incident insurance necessary therefor, in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach. The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of the City of Huntington Beach, and to enter into a contract at the following prices. The undersigned agrees to complete the work within 80 working days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses. taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall.become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void. Accompanying this proposal of bid, find Bidder's Borid the amount of$ 10% of Bid which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). Bidder shall signify receipt of all Addenda here, if any: Addenda No. Date Received Bidder's Signature 1 September 5 200 04 Ron Salcodo, Vice Prf sident C-2 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid and the portion (by percentage of the total bid) of the work to be done by such subcontractor. Portion Name and Address of Subcontractor State License Class of Work Number (0) �t�call iol d r� AOMQ4`+�w 0 Uccl3e5W�Z a MQ�h ugh' — Ico (L,_-R q 3g8yy3 L tv Pe Ccuv 11`tuZ�m_qn -at-up Su�ey _ By submission of this proposal, the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. ?. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-3 PROJECT BID SCHEDULE Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 1 1 Mobilization (� LS @ Jl�� 'Q! ! kWQ� Dollars $ 2-1 DW ^ $ —r Cents Per LS 2 1 Traffic Control�Plan LS @ yv] ��2,C� tj Dollars Cents Per LS 3 1 Implement Traffic Control Plan �� p LS aii -` �1 Dollars Cents Per LS 4 1 Clear and Grub LS @ 49L qOTX Mad Dollars $ r' $ 31�• '� Cents Per LS 5 156 Remove PCC Curb&Gutter LF @ lim Dollars $ (p $ Q3tA Cents Per LF 6 775 Remove PCC /Sidewalk SF @ Dollars $ Cents Per SF 7 65 Remove Storm Drain LF @ K 1 Dollars $ (DO $ SPM- Cents Per LF S 277 Remove PCC Curb Ramp r SF , Dpp Dollars $ 1 ,50 $ L16,60 �{«y Cents Per SF 9 730 Remove PCC Cross Gutter SF « Sly Dollars $ _ $ HW Cents Per SF 10 8665 Cold Mill A.C. 5'Wide SF @ Dollars $ Q,37 $ Cents Per SF C-3.1 PROJECT BID SCHEDULE Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 11 7520 Cold Mill A.C. 10'Wide SF @ Dollars $ (�j.l-{b $SAO Cents Per SF 12 348 Abandon Storm Drain with Concrete Slurry LF @ A1,RTU it �Os(� Dollars $ $ Cents Per LF 13 1 Abandon Existing Water Service at Water Main EA @&�t %W(&Q,(� Dollars $ � $ .— Cents Per EA 14 1 Relocate Fire Hydrant EA @ �(�Q -� ( ftld Dollars $ = $2t0w ^ Cents Per EA 15 2 Relocate Street Light EA @ CkQ) (l)-vud Dollars $ Cents Per EA 16 526 Unclassified Excavation CY rr Dollars $ $ q l�ya Cents Per CY 17 884 Remove A.C. &Aggregate Base CY @ Dollars $2S .— $ 2-0 332. Cents Per CY 18 140 Pavement Reinf Fabric and Route&Seal Cracks SY crC,,1, Dollars $ 5,t0�•— Cents Per SY 19 210 Construct PCC Curb&Gutter LF a 15wwmw Dollars $ 2-Z ,- $ y_�p Cents Per LF 20 493 Construct Curb Ramp at Corner Radius SF n_,, Dollars $ y ,25 $ 2 5 l9JeJ111� Cents Per SF C-3.2 PROJECT BID SCHEDULE Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 21 2167 Construct PCC Sidewalk SF . (1—T ,11 4 - Dollars Lm '` Cents Per SF 22 142 Construct Alley Approach SF Dollars $ Cents Per SF 23 2570 Construct Asphalt Concrete _� TON n �1" J�/� Dollars $ y(D.^ $ Cents Per TON 24 13 Adjust Valves to Grade EA a )xDDollars $ 2.1qT qd ^ Cents Per EA 25 12 Adjust Manholes to Grade EA to, _MaAOC:)g-3 � Dollars $ 110 , $ 2 F52..0. Cents Per EA 26 1 Construct 4'C13 W/Local Depression EA a � � Dollars $ (.0,Wo $ 6 b�= Cents Per EA 27 1 Construct 7'CC113�W/Local Depression EA �1&N ollars Cents Per EA 28 84 Construct 18"pR�C,P"(D2000) LF a —�Y1111�Y 71 V!�_, -m Dollars $ 2440 - $ �1 Cents Per LF 29 1 Relocate Traffic Signal {�7'�1�' LS rr Ya� Dollars $ LT $ Cents Per LS 30 12 Install Traffic Detector Loops s� �� EA y \Jl/�lJ b�� 1J1I1�/0�A Dollars $ Cents Per EA C-3.3 PROJECT BID SCHEDULE Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 31 1 Signing and Striping LS n DELETED PER Dollars $ $ ADDENDUM # 1 Cents Per LS 32 1 Survey Monumentation LS cu OD_�K%k� Dollars $�fp�L $ C Cents Per LS 33 1480 12"PVC Pipe LF rr j. Dollars $ 0q.05 $ A03,06E' IR& Cents Per LF 34 200 6"PVC Pipe Q ' _- LF a � Q-1C1�NY�JS�QN N�1 Dollars $ $ 13,WO Cents Per LF 35 3 12"Tee Assembly EA (� �c �1 1f l�lJl� A&w Dollars $ Cents Per EA 36 7 12" Valve Assembly ll _ EA cr1�Dollars $ _ $ Cents Per EA 37 2 12"AC x PVC Adapter EA Dollars $ `1�•� $ OCl.J• Cents Per EA 38 2 12"s 6""Q Tee AsAssembly EA n T Dollars $ HIS Cents Per EA 39 2 6" AC X PVC Adapter � , —1 EA rr1� 1 NCI`�U��/�JVW"1� C Dollars $ 25 $ Cents Per EA 40 1 . 12"z/6"Cross Assetmbly,,� 1 EA n%�1� Alp��s 'y�'1�Q �.� IA Dollars $ 250•" $'750. Cents Per EA C-3.4 PROJECT BID SCHEDULE Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 41 2 6"Valve Assemble EA a C Dollars $ 7 5 $ �050 Cents Per EA 42 1 Fire H�Assembly, EA Dollars $ 31�•'� $ �, - Cents Per. EA 43 4 2" Service Assemble&Connect to Existing EA R. _1 � �Y.� Dollars $Sam.— $ Cents Per EA 44 3 Reconstruct Fire Hydrant Ass�embrnlN, EA a do"`ac �1� Dollars $ y $ y2- Cents Per EA 45 8 1" Service Assembly&Connect to Existing EA cr Dollars $ 2-_)(PW= $ Z0F1300~' Cents Per EA 46 1 Cut and Cap Exisiting Main EA n t Dollars $ _ $ 50. Cents Per EA 47 1 12"�Connec EA a �64Dollars $ f $ Cents Per EA 48 1 3/4" Service Assembly � �� EA C ��( � Lq�C WL�dDollars $ $ v Cents Per EA 49 1 6" Flanged 90 Degree Elbow EA a ,Xx�C1V Dollars $ JI,V. $ � Cents Per EA 50 3 6" Flanged x Cl Adapter CC EA 4, Dollars $� J�.-- $Yd Cents Per EA C-3.5 PROJECT BID SCHEDULE Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 51 4 6"PVC 45 Degree Elbow EA ROLN Dollars $ Cents Per EA 52 2 12"x 6"Flanged Reducer EA 1:1� C �.u�`01 �1 Dollars $ Cents Per EA 53 2 12" Flanged x PVC 45 Degree Elbo%% EA C Dollars $ .^ $ Cents Per EA 54 2 12"PVC 45 Degree Elbm% 1 Ai EA ii: � ►�/�t Dollars $ 225 .^ $ `-I50. Cents Per EA 55 I Clorination d Testing LS �i: 1�(�, �l�)(� Dollars $ T,UX)•— $ 2-iloo Cents Per LS Total Amount Bid in Figures: $ 53� �}2y.j� Total Amount Bid in Words: ' __._............._..__ .-..-_-..__ __._�__..._--.-.--._.__._._...... C-3.6 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange RON SALCIDO , being first duly sworn, deposes and says that he or she is VICE PRESIDENT ofSULLY-MILLER CONTR.. CO. the party making the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. SULLY-MILLER CONTRACTING ,COMPANY Name of Bidder Signature of Bidder - 0000090000000000000000909990000000000000 R O N S A L C I D O, VICE PRESIDENT 2 JESSICA FLOREZ DANIELS COMM#1278163 m W NOTARY PUBLIC CALIFORNIA 1100 E. Orangethorge Ave., Ste. 200 Q ORANGE COUNTY aa My Commission Expires Sept.24,2004 ee Address of Bidder Anaheim, CA 92801 04000000000000000000009000009000000000000 Subscribed and sworn to before me this 5th day of Septembe50)92001. NOTARY PUBLIC SSICA FLOREZ DANIELS, NOTARY PUBLIC NOTARY SEAL C-4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the YORKTOWN AVENUE WIDENING (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved. " The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal-OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. SULLY-MILLER CONTRACTING COMPANY Contractor By R N SALC I DO, VICE PRESIDENT Title Date: SEPTEMBER 4, 2001 C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes ® No If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. SULLY-MILLER CONTRACTING COMPANY Contractor By RON SALCIDO VICE PRESIDENT _ Title Date: SEPTEMBER 4, 2001 C-7 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: Contractor By Title Date: Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-8 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: SULLY-MILLER CONTRACTING,--.'COMPANY Bidder Name 1100 E. Orangethorpe Ave. , Ste. 200, ,. Business Address -• Anaheim, Ca 92801 City, State Zip 714 ) 578-9600 Telephone Number 747612-A State Contractor's License No. and Class MARCH 30, 1998 Original Date Issued MARCH 31 2002 Expiration Date The work site was inspected by .BOB. GLENN of our office on AUGUST 30 , Y992001 The following are persons, firms, and corporations having a principal interest in this proposal: SEE ATTACHED LIST OF CORPORATE OFFICERS R. BRUCE REISER-PRESIDENT RON SALCIDO-VICE PRESIDENT MIKE EDWARDS-ASSISTANT SECRETARY TIM ORCHARD-CHIEF FINANCIAL OFFICER/TREASURER C-9 CERTIFICATE OF INCUMBENCY AND RESOLUTION I, George Aldrich, do hereby certify that I am an Assistant Secretary of Sully-Miller Contracting Company, a Delaware corporation, and that as such I have access to and custody of the corporate records and minute books of said corporation. And I do hereby further certify that the following persons are duly elected officers of said corporation. TITLE NAME Chairman of the Board Louis Gabanna President& CEO R. Bruce Rieser Chief Financial Officer& Treasurer Tim P. Orchard Vice President Ron J. Salcido Vice President Mitchell P. Vigna Vice President Peter Pouwels Secretary Stewart M. Fuhrmann Assistant Secretary George Aldrich Assistant Secretary Mary Lawson Assistant Secretary Mike Edwards Assistant Secretary James Wu I further certify that the following is a true and correct copy of a resolution duly adopted by the Board of Directors of said Company at a meeting held on December 22, 2000, and that this resolution has not been in any way rescinded, annulled, or revoked but the same is still in full force and effect: "(AUTHORITY TO EXECUTIVE BIDS AND CONTRACTS) Resolved, that any officer or assistant officer of this Company be and each of them is hereby authorized to execute in the name and on behalf of this Company under its corporate seal any and all proposals for the sale of products, merchandise and services of this Company and any bids and performance bonds required in connection therewith, to the United States, and of the State, territories and dependencies of the United States,the District of Columbia, cities, towns, townships, counties, school districts, and to the department, political subdivisions, agencies or wholly-owned corporations thereof, or to any other person." IN WITNESS WHEREOF, I have hereunto set my hand and affixed the corporate seal this 7th day of May 2001. i George Aldrich (SEAL) Assistant Secretary The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. SULLY-idiILLER CONTRACTING COMPANY Company Name • 'r Signature or Bidder RON SALCIDO. VICE PRESIDENT Printed or Typed Signature Subscribed and sworn to before me this day of September-,/PPL2001 . ' 0044444090490444?940940994404??4?00449444 VESSICA FLOREZ DANIELS! COMM# 1278163 M cc mWNOTARY PUBLIC-CALIFORNIAQORANGE COUNTYMy Commission Expires Sept.24,2004 e NOTARY PUBLIC 400440044000444?^444944404444940000000000 J SSICA FLOREZ -11KITIELS, NOTARY PUBLIC NOTARYSEAL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: l SEE ATTACHED LIST OF REFERENCES Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed 2. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed 3. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed C-1 0 BIDDER'S EXPERIENCE.AND QUALIFICATIONS Project Name Number: PROJECT NO. 99321C 06/99—02/2001 Project Description: TALEGA RANCH SAN CLEMENTE, CA NEW STREET IMPROVEMENTS Agency Name: TALEGA ASSOCIATES Contract Person: Glenn R. Land Telephone: 949/498-1366 Ext. 24 Original Contract Amount:$ 3,486,978 Final Contract Amount: $ 4,890,464 Project Name Number: INFRASTRUCTURE STREET/UTILITY IMPROVEMENTS 07/15/00—02/28/01 Project Description: STREET&UNDERGROUND UTILITIES TECHNOLOGY PARK Agency Name: CAL STATE LONG BEACH FOUNDATION Contract Person: Mr. Mo Tidemanis Telephone: 562/985-8489 Original Contract Amount:$ 997,808 Final Contract Amount: $ 1,155,000 Project Name Number: PAVEMENT REHABILITATION 2000-2001 PHASE I 07/00 — 10/00 Project Description: PAVEMENT REHABILITATION Agency Name: CITY OF HESPERIA Contract Person: Mike Podegradz Telephone: 760/947-1000 Original Contract Amount:$ 793,282 Final Contract Amount: $ 1,064,570 Project Name Number: CENTRAL AVENUE REHABILITATION 05/00—06/00 Project Description: CENTRAL AVENUE REPLACEMENT Agency Name: TOWN OF APPLE VALLEY Contract Person: Richard Pederson Telephone: 760/240-7000 Original Contract Amount:$ 415,652 Final Contract Amount: $434,751 Project Name Number: 1998-1999 & 1990-2006 CITYWIDE C.D.B.G. STREET, ALLEY, SIDEWALK, & PEDESTRIAN RAMP PROJECT 08/00 — 11/00 Project Description: PAVEMENT RESURFACING Agency Name: CITY OF BURBANK Contract Person: Adam Salehi Telephone: 818/238-3946 Original Contract Amount:$ 310,132.00 Final Contract Amount: $ 334,058.00 Project Name Number: IRVINE SPECTRUM 5 PHASE 3B 10/09/00—ON-GOING Project Description: STREET IMPROVEMENTS Agency Name: THE IRVINE COMPANY Contract Person: Tom Lee Telephone: 949/720-2243 Original Contract Amount:$ 1,641,103 Final Contract Amount:$ ON-GOING Project Name Number: STAPLE'S CENTER—LOS ANGELES 10/98—02/99 Project Description: INFRASTRUCTURE &PARKING LOT, STREET IMPROVEMENTS Agency Name: LA ARENA COMPANY Contract Person: Mr. Don Berges Telephone: 213/742-7873 Original Contract Amount:$ 5,134,000 Final Contract Amount:$ 6,255,000 Received: 9/ 5/ 1 8:42AM; 714 374 1573 -y SULLY MILLER CO. ; Page 2 ,SEP-05-2001 08:49 HUNTINGTON BEACH 714 374 1573 P.02iO3 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For Yorktown Avenue Widening from Delaware Street to Beach Boulevard - CC 1017 September 5, 2001 Notice To All Bidders: This addendum is hereby made a part of the contract documents to the same extent as if it were originally included therein. Please note the following clarifications and revisions to the project specifications and plans: 1. Section 6-7.1 General, states that the time within which the Work must be completed by the Contractor is fixed at 75 working days. This is in conflict with Section A, Notice Inviting Sealed Bids and Section C, Proposal that allow 80 working days. The-working days for this contract shall be 80 working days. 2. Bid Item No. 31 , Signing and Striping, is hereby deleted from the Project Bid Schedule. The City will be accomplishing this work with its own forces. Addendum 1,Yorktown Avenue WideningCC-1017, September 5,2001, page 1 of 2 G:\CorhstruCtion Contacts(CCs)\CC1O17\CoResp\01her\Addenda\Addenduml.doc Neceived: 9/ 5/ 1 8:42AM; 714 374 1573 -- SULLY MILLER CO. ; Page 3 SEP-05-2001 08:49 HUNTINGTON BEACH 714 374 1573 P.03iO3 All bidders shall acknowledge the receipt of this addendum with its bid proposal. These revisions do not change the project cost estimate. Mark P. Uphus, P.E. Associate Civil Engineer MPU Bidder Acknowledgement: SULLY-MILLER CONTRACTING CO. 09/05/01 Company Name By Date RON SALCIDO, VICE PRESIDENT Addendum 1, Yorktown Avenue WideningCC-1017,September 5,2001,page 2 of 2 G;\Constructipn Contracts(CC3f\CC1017\CoResp\Other\Addenda\Addenduml.doc TOTAL P.03 j, CITY OF HUNTINGTON BEACH 2000 MAIN STREET CALIFORN[A 92648 OFFICE OF THE CITY CLERK CONNIE BROCKWAY CITY CLERK December 14 , 2001 To: Elser Constructors, Inc. 39355 Hidden Heights Drive Yucaipa, CA 92399 I Enclosed please find your original bid bond issued by Fidelity and Deposit Company of Maryland for CC No. 1017 Connie Brockway, CMC City Clerk Enclosure g J(oIlowup/cashcon/returnbid bond.doc (Telephone:714-536-5227) Bond No.-----IV_VA------------------- Fidelity and Deposit Company POST OFFICE BOX 1227 OF MARYLAND BALTIMORE, MD 21203 BID BOND KNOW ALL MEN BY THESE PRESENTS: That we, __ELSER—CONSTRUCTORS c.__INC.-----------------------------------_ ____---_-- ------------------------------------------------------- ---------------------------- =---------------------------------------------------------------------------------------------------------------------------------------------------- . . --------------------------------------------------------------------------------------------------- as Principal, (hereinafter called the "Principal"), and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, P.O. Box 1227, Baltimore, Maryland 21203, a corporation duly organized under the laws of the State of Maryland, as Surety, (hereinafter called the "Surety"), are held and firmly bound unto CITY OF HUNTINGTON BEACH -------------------------------—------------ -------------------------------------------------------------------------------- - --------------------------------------------------•------------------------••--------•------------------•------------------------------------------------•--------------------------•--- -------------------------------------------------------------------------------------------------•--•---------as Obligee, (hereinafter called the "Obligee"), in the slim of...__.TEN PERCENT OF TOTAL BID AMOUNT Dollars ($___10 ********) ---- -- for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for_-YORKTOWN AVE. WIDENING ------------------- - -----------------------------------------------------------------------------•-------------------------- ------------------------------------------------------------------------------ --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- -- -- - ----------------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- NOW, THEREFORE, 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 into 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----—---4TIi---------------------------------------day of__________SEPTET�iBER _A.D., . X2001 LSER__CONSTRUCTORS1___INC ----------(SEAL) Principal ------------------------------------------------------------------------------------ Witness Title FIDELITY AND DEPOSIT COMPANY OF MARYLAND Surety ------------------------------------------------------------------------------------- By----- ----------(SEAL) Witness DWIG)IT REIL Y e C725f-50M,7-92 ATTORNEY—IN—FACT Conforms to American Institute of Architects D. rnent A-310, February 1970&Iition. . c CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT .•fir•. .. .. ... . . -�sr:��c��:��:�:�:��zac�: �::c�:e:r��c��;��c:��x,�::c��:�::��::��:��z�x�:�::�:s;�:a:� Stale of.California • ss. l County of 'SAN BERNARDINO On SEPT 4 , 2001 , before mo, CLAUDCTT_C N . MARTIN, NOTARY PUB>rIC - I Onie Nmmn and 1111n of Oillcv(n❑,"Jnro Uoo.Nolnry Publlc`) personally appeared DWIGHT REILLX------------------------------ Nmnn(n)of Slfym'(a) XXpersonally known to me L U proved to me on the basis of salisfaclory l evidence i to be the person(tY) whose names is7ffcX subscribed to the within instrument and acknowledged to me Thal he=rclfct7 g�Xexeculed l r � the same in h1s/11bM1KJ1-X authorized ;),,;, x capacily((Ut), and Thal by his/M&AK(MK <, <=;zit;.:, ,. .,. _ signalure(N on,the instrument the porson(f), or �;•��.,;_ . .: :� := •• ,L' .- � the entity upori.behalf o1 which the person) acted, executed the inslrumenl. ) a WITNESS my hand and official seal. Plnco Nolnry Soel Abovo sl7nnlvro of Nolnry l'r� - CLAUDCrTC •N . MARTIN I OPTIONAL I Though the Informntlon below Is not required by tow, It nrey prove velunblo,to poisons iolying on the document l and could prevent troudulont removal end renttnchment of thls tornl to enotllor document. f_ Description of Attached bocument Title or Type of Document: BID BOND I Document Date: S PTEMB .R 4 ., 2001 Number of Pages: 1 Signers) Other Than Named Above: NONE • l Capacity(les) Claimed by Signer Signer's Name: DWIGHT REILLY-------------------------- O Individual ;I o• `r lop of Ilunnb 11or0 O Corporate Officer—Tille(s): U Partner-0 Limited Cl General tX Attorney In Fact O Trustee O Guardian or Conservator l i Cl Other: 1 . Slgner Is hepresenling:FIDELITY. AND DEPOSIT COMPIINX QI___ MARYLAND l 3�LZ'�ir'arZ3r.,L:Ct'cL'�'�'>✓L cL'>r�>c-L'"ei�c�;r-L�>'ct;rL'c�:c�>'ct:r-L`ct;c�;c�;r-�;r„Z;c�;c�;rz„cr�L'c.t„rr c.t;ct;c>,�c-t;r_L'c.�;c-L`cz„ct;ci:a,S.r 1 Nnflonnl Nolnry Aenoclnllon•P350 Do Solo Avo..P.O,r)nx 2402•Chnlswnrlh,CA 0 10 11-24 07 Pend.No.6O07 rinnnfor•Cnll Toll rrnn I OOo nln(027 Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND HOME OFFICE: P.O. BOX.1227, BALTIMORE, MD 21203-1227 Know ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland, by W. B. WALBRECHER, Vice-President, and T. E. SMITH, Assistant Secretary, in pursuance of authority granted by Article VI, Section 2, of the By-Laws of said Company, which are set forth on the reverse side hereof and are hereby certified to be in full and eff the date hereof, does hereby nominate, constitute and appoint Dwight REILLY,of Upland, Cal' , its tru awful agent and Attorney-in-Fact,to make, execute, seal and deliver, for, and on its behalf as sur as its deed: any and all bonds and undertakings and the execution of such bonds or undertakings in p ce of the & ents,shall be as binding upon said Company,as fully and amply,to all intents and purposes,as if d been ecuted and acknowledged by the regularly elected officers of the Company at its office in Baltimo , in the' proper persons. This power of attorney revokes that issued on behalf of Dwight REILLY,dated M 995. The said Assistant Secretary does hereb fy that tl, act set forth on the reverse side hereof is a true copy of Article VI, Section 2,of the By-Laws of ompany that,-,,,, now in force. IN WITNESS WHEREOF, the said e-Preside i� Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the FIDELI DEPOSIT COMPANY OF MARYLAND, this 15th day of October,A.D. 1998. 0 ATTEST: FIDELI AND OSIT COMPANY OF MARYLAND oso% ,11. BY T. E. SmiI th Assistant Secretary W. B. Walbrecher Vice-President State of Maryland ss: County of Baltimore On this 15th day of October, A.D. 1998, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came W. B. Walbrecher, Vice-President and T. E. Smith, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn,severally and each for himself deposeth and saith,that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. Carol J. Fa r Notary Public My Commissi Expires: August 1,2000 L1428-012-8798 / a / 1 or I AO&W6 Ar Q � • Clli�` L LLLJ w a a�om L1F—UL7 Lei V� , Z;20 A18 OAE) Gc. 1--F\P-05-2001 09:17 HUNTINGTON BEACH 714 374 1573 P.02iO3 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For Yorktown Avenue Widening from Delaware Street to Beach Boulevard - CC 1017 September 5, 2001 Notice To All Bidders: This addendum is hereby made a part of the contract documents to the some extent as if it were originally included therein. Please note the following clarifications and revisions to the project specifications and plans: 1. Section 6-7.1 General, states that the time within which the Work must be completed by the Contractor is fixed at 75 working days. This is in conflict with Section A, Notice Inviting Sealed Bids and Section C, Proposal that allow 80 working days. The working days for this contract shall be 80 working days_ 2. Bid item No. 31, Signing and Striping, is hereby deleted from the Project Bid Schedule. The City will be accomplishing this work with its own forces. Addendum 1, Yorktown Avenue WideningCC-1017,September 5, 2001, page 1 of 2 GAConstruction Contracts(CCs)\CC1017\CoffM\Other\Addendo\Addendumt.doc SEP-05-2001 09:17 HUNTINGTON BEACH 714 374 1573 P.03iO3 All bidders shall acknowledge the receipt of this addendum with its bid proposal. These revisions do not change the project cost estimate. Mark P. Uphus, P.E. Associate Civil Engineer MPU Bidder Acknowledgement: Company Name By Date Addendum 1, Yorktown Avenue WideningCC-1017, September 5,2001, page 2 of 2 GAConstrudbn Contracts{CCsi\CCt017\Corresp\Other\Addendo\Addendumt.doc TOTAL P.03 SEP-05-2001 09:17 HUNTINGTON BEACH 714 374 1573 P.01iO3 CITY OF HUNTINGTON BEACH 2000 Main Street P . O . Box 190 Huntington Beach , CA 92648 FAX COVER SHEET DATE: September ,,�2001 TO: Yorktown Avenue Widening Plan Holders FROM: Mark Uphus PHONE: 714-374-1735 Associate Civil Engineer FAX: 714-374-1573 RE: Yorktown Avenue Number of pages including cover sheet: 3 AttentionR EN !- T Message: Dear Planholder, Please find Addendum No. 1 for Yorktown Avenue Widening attached for your immediate attention. Please sign, date and fax the Addendum to 714-374-1573 as confirmation of receipt. The signed original copy must be included with the sealed bid per the instructions contained in the addendum. These revisions do not change the bid opening date. We apologize for the inconvenience this late notice causes you. Please contact me at the number above if you have any questions. Regards, GACONSTRUCTION CONTRACTS (CCS)ICC1017%CORRESPIFAXES%F010904ADDEND.00C CONTRACT DOCUMENTS ' SPECIFICATIONS AND STANDARD DRAWINGS for the YORKTOWN AVENUE WIDENING from DELAWARE STREET TO BEACH BOULEVARD CASH CONTRACT No. 1017 in the CITY OF HUNTING TON BEACH J . 1 • 2000 MAIN STREET HUNTINGTON BEACH, CALIFORNIA 92648 ' (714) 536-5431 BIDS DUE: September 6, 2001 2:00 PM,2ND FLOOR City Clerk's Office ROBERT BEARDSLEY, DIRECTOR. DEPARTMENT OF PUBLIC WORKS GAENG\CC89I\TECHPROD\SPECS\SPEC PRO V.DOC Ver.1.13 1 1. i CITY OF HUNTINGTON BEACH PLANS SPECIFICATIONS AND CONTRACT DOCUMENTS for the YORKTOWN AVENUE WIDENING ' from DELAWARE STREET TO BEACH BOULEVARD CASH CONTRACT No. 1017 Prepared U Rag ion of: o. 44242 Exp. = gTor CALIF ' Mark P. Uphus R.C.E. No. 4242 Date Approved by: 7-7 David A. Webb, City Engine r, R.C.E. No. 47961 Date r �� NOTE: If there are any questions relative to this project,please call Mark Uphus at. (714) 374-1735 CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS 2000 MAIN STREET HUNTINGTON BEACH, CALIFORNIA 92648 (714) 536-5431 TABLE OF CONTENTS SECTION A NOTICE INVITING SEALED BIDS.....................................................................................A-1 SECTION B INSTRUCTIONS TO BIDDERS .............................................................................................B-1 1. Proposal Forms ............................................................................................................B-1 2. Proposal Guarantee......................................................................................................B-1 3. Proposal Signature.......................................................................................................B-1 4. Delivery of Proposal ....................................................................................................B-2 5. Return of Proposal Guarantee......................................................................................B-2 ' 6. Taxes............................................................................................................................B-2 7. Disqualifications of Bidders ........................................................................................B-2 8. Contractor's License Requirement...............................................................................B-2 9. References....................................................................................................................B-3 10. Listing of Subcontractors...........................................................................................B-3 11. Discrepancies and Misunderstandings.......................................................................B-3 12. Equivalent Materials..................................................................................................B-3 13. Legal Responsibilities...............................................................................I.................B-3 14. Award of Contract......................................................................................................B-4 15. Material Guaranty.............................:.........................................................................B-4 16. Execution of Contract................................................................................................B-4 17. Submission of Bonds and Insurance..........................................................................B-4 18. Addenda.....................................................................................................................B-5 iii ' SECTION C PROPOSAL.............................................................................................................................C-1,2 ProjectBid Schedule......................................................................................... C-Is - C-{}s List of Subcontractors......................................................................................................C-3 Noncollusion Affidavit....................................................................................................C-4 UtilityAgreement............................................................................................................C-5 Disqualification Questionnaire ........................................................................................C-6 Compensation Insurance Certification.............................................................................C-7 Underground Service Alert - I.D. Number ......................................................................C-8 Bidder's Information SECTION D SAMPLECONTRACT............................................................................................................ D-1 SECTION E SPECIAL PROVISIONS .....................................................................................E-1 PART 1 GENERAL PROVISIONS SECTION 1 - TERMS, DEFINITIONS, ABBREVIATIONS AND SYMBOLS........................................E-1 1-2 DEFINITIONS SECTION 2 - SCOPE AND CONTROL OF WORK.... .. - 2-1 AWARD AND EXECUTION OF CONTRACT 2-4 CONTRACT BONDS 2-5 PLANS AND SPECIFICATIONS 2-9 SURVEYING 2-10 AUTHORITY OF BOARD AND INSPECTION SECTION 4 - CONTROL OF MATERIALS .....................................................E-5 4-1 MATERIALS AND WORKMANSHIP iv r SECTION 5 - UTILITIES ...........................................................E-6 5-1 LOCATION 5-4 RELOCATION 5-5 DELAYS SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK......................................E-6 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 6-7 TIME OF COMPLETION 6-9 LIQUIDATED DAMAGES SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR........................E-7 7-1 CONTRACTOR'S EQUIPMENT AND FACILITIES 7-2 LABOR 7-3 LIABILITY INSURANCE 7-5 PERMITS 7- PROJECT SITE MAINTENANCE 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS 7-10 PUBLIC CONVENIENCE AND SAFETY SECTION 8 - FACILITIES FOR AGENCY PERSONNEL ............................E-11 8-1 GENERAL SECTION 9 - MEASUREMENT AND PAYMENT........................................E-12 9-3 PAYMENT PART 2 CONSTRUCTION MATERIALS SECTION 200 - ROCK MATERIALS .............................................................E-13 r 200-2 UNTREATED BASE MATERIALS SECTION 201 - CONCRETE, MORTAR AND RELATED MATERIALS ...................:..................................E-13 201-1 PORTLAND CEMENT CONCRETE SECTION 203 - BITUMINOUS MATERIALS ...............................................E-13 203-BITUMINOUS MATERIALS v PART 3 CONSTRUCTION METHODS SECTION 300 - EARTHWORK..................................................:....................E-16 300-1 CLEARING AND GRUBBING 300-2 UNCLASSIFIED EXCAVATION SECTION 302 - ROADWAY SURFACING....................................................E-17 302-5 ASPHALT CONCRETE PAVEMENT SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION.............E-20 303-5 CONCRETE CURBS, WALKS GUTTERS, CROSS GUTTERS. ALLEY INTERSECTIONS,ACCESS RAMPS AND DRIVEWAY SECTION 306 - UNDERGROUND CONDUIT CONSTRUCTION...............E-20 306-1 OPEN TRENCH OPERATIONS SECTION 307 - STREET LIGHTING AND TRAFFIC SIGNALS.................E-22 SECTION 310 - PAINTING .............................................................................E-23 310-5 PAINTING VARIOUS SURFACES APPENDIX I - STANDARD SPECIAL PROVISIONS FOR TRAFFIC SIGNALS AND LIGHTING SYSTEM APPENDIX II - STANDARD PLAN INDEX APPENDIX III - CORNER RECORD TIE INFORMATION APPENDIX IV - MAINENANCE WORK TRAFFIC CONTROL MANUAL APPENDIX V - CALTRANS ENCROACHMENT PERMIT r vi SECTION A NOTICE INVITING SEALED BIDS for the YORKTOWN AVENUE WIDENING CASH CONTRACT No. 1017 in the CITY OF HUNTINGTON BEACH PUBLIC NOTICE IS HEREBY GIVEN that the CITY OF HUNTINGTON BEACH, as AGENCY, invites sealed bids for the above stated projects and will receive such bids in the office of the City Clerk, Second Floor, 2000 Main Street, Huntington Beach, California 92648, up to the hour of 2:00 on September 6, 2001. Bids will be publicly open in the Council Chambers unless otherwise posted. Copies of the Plans, Specifications, and contract documents are available from the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648, upon payment of a $40.00 nonrefundable fee if picked up, or payment of a $50.00 nonrefundable fee if mailed. Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code. Pursuant to the provisions of the Labor Code of the State of California, the minimum prevailing rate of per diem wages for each craft, classification or type of workman needed to execute the contract shall be those determined by the Director of Industrial Relations of the State of California, which are on file at the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648. The AGENCY will deduct a 10% retention from all progress payments. The Contractor may substitute an escrow holder surety of equal value to the retention in accordance with the provisions of the California Government Code, Section 4590. The Contractor shall be beneficial owner of the surety and shall receive any interest thereon. The AGENCY hereby affirmatively ensures that minority business enterprises will be afforded full opportunity to submit bids in response to this notice and will not be discriminated against on the basis of race, color, national origin, ancestry, sex, or religion in any consideration leading to the award of contract. No bid shall be considered unless it is prepared on the approved Proposal forms in conformance with the Instructions to Bidders. �1 A-1 The bid must be accompanied by a certified check, cashier's check, or bidder's bond made payable to the AGENCY for an amount no less than 10% of the amount bid. The successful bidder shall be licensed in accordance with provisions of the Business and Professions Code and shall possess a State Contractor's License Class at the time of the bid opening. The successful Contractor and his subcontractors will be required to possess business licenses from the AGENCY. Project Description: The project generally consists of the widening of 300 feet of the north side of Yorktown Avenue, the removal of areas of failed road sections and replacement with full- depth asphalt concrete, the rehabilitation of much of the 1300 feet of existing pavement capped with a 0.15' thick asphalt concrete overlay, construction of curb, gutter, sidewalk and curb ramps, construction of approximately 1300 feet of 12-inch waterline with related appurtenances, and the adjusting of manholes, valve boxes and survey monuments to grade. The project also includes the relocation of a signal pole on the corner of Yorktown and Delaware and includes the installation of a video detection system. • The contract allows 80 working days to complete the project. • The engineer's estimate for the work included in the contract is $575,000. The AGENCY reserves the right to reject any or all bids, to waive any irregularity and to take all bids under advisement for a maximum period of 60 days. BY ORDER of the CITY COUNCIL of the CITY OF HUNTINGTON BEACH, CALIFORNIA, the 21 S` day of May 2001. Attest: .� Connie Brockway CITY CLERK OF THE CITY OF HUNTINGTON BEACH , 1 A-2 SECTION B INSTRUCTIONS TO BIDDERS 1. Proposal Forms Bids shall be submitted. in writing on the Proposal forms provided by the AGENCY. All information requested therein must be clearly and legibly set forth in the manner and form indicated. The AGENCY will reject any proposal not meeting these requirements. The bid shall ' be filed with the City Clerk, Second Floor City Hall, 2000 Main Street, Huntington Beach, California, which shall be endorsed with the Project Title and Cash Contract Number as it appears on the Notice Inviting Sealed Bids. The sealed envelopes will be publicly opened and fread at the time and place stated in the Notice Inviting Bids. Bidders or their authorized agents are invited to be present at the opening. Unauthorized conditions, limitations, or provisions attached to a proposal will render it informal and may cause its rejection. The complete proposal forms shall be without interlineations, alterations or erasures. Alternative proposals will not be considered unless requested. No oral, telegraphic, or telephonic proposals or modifications will be considered. The proposal may be withdrawn upon request by the bidder without prejudice to himself prior to, but not after the time fixed for opening of bids, provided that the request is in writing, that it has been executed by the bidder or his duly authorized representative, and that it is filed with the AGENCY. n 2. Proposal Guarantee Proposals must be accompanied b a proposal guarantee consisting of a certified or cashier's P p Y P P g g check or bid bond payable to the AGENCY in the amount not less than 10% of the total amount named in the proposal. Any proposal not accompanied. by such a guarantee will not be considered. Said check or bond shall be made payable to the AGENCY, and shall be given as a guarantee that the bidder, if awarded the Work, will enter into a contract within 10 working days after the award and will furnish the necessary bonds as hereinafter provided. In the case of refusal or failure to enter into said contract, the check or bond, as the case may be, shall be forfeited to the AGENCY. 3. Proposal Signature If the proposal is made b an individual, it shall be signed and his full name with his address P P Y g shall be given; if it is made by a firm, it shall be signed with the copartnership name by a. member of the firm who shall sign his own name and the name and address of each member shall be given; and if it is made by a corporation, the name of the corporation shall be signed by its duly authorized officer or officers attested by the corporate seal, and the names and titles of all officers of the corporation shall be given. s-t 4. Delivery Of Proposal Proposals shall be enclosed in a sealed envelope plainly marked on the outside: "SEALED BID" for YORKTOWN AVENUE WIDENING, CC-1017 in the CITY OF HUNTINGTON BEACH - DO NOT OPEN WITH REGULAR MAIL Proposals may be mailed or delivered by messenger. However, it is the bidder's responsibility alone to ensure delivery of the proposal to the hands of the AGENCY's designated official prior to the bid opening hour stipulated in the Notice Inviting Sealed Bids. Late proposals will not be considered. 5. Return Of Proposal Guarantees The guarantees of the second and third lowest bidders will be held until the awarded proposal bidder has properly executed all contract documents. Within 10 working days after the award of contract, the remaining proposal guarantees accompanying all other proposals will become null and void and returned to the unsuccessful bidders. b. Taxes No mention shall be made in the proposal of Sales Tax, Use Tax or any other tax, as all amounts bid will be deemed and held to include any such taxes which may be applicable. 7. Disqualification Of Bidders In the event that any bidder acting as a prime contractor has an interest in more than one proposal, all such proposals will be rejected and the bidder will be disqualified. This restriction does not apply to subcontractors or suppliers who may submit quotations to more than one bidder, and while doing so, may also submit a formal proposal as a prime contractor. .8. Contractors License Requirement i This project requires the Contractor to possess a valid State of California contractor's license of �. the proper classification in accordance with the provisions of Public Contract Code Section 10164. -� 9. References All reference information called for in the bid proposal must be submitted with the bid proposal. B-2 10. Listing Of Subcontractors Bidders shall list in the bid proposal the name and place of business of each subcontractor who will perform work or labor or render services for the Contractor in an amount in excess of one- half of one percent of the Contractor's total bid. 11. Discrepancies And Misunderstandings Bidders must satisfythemselves b per examination of the work site 1 y p site, specifications and other contract documents, and by any other means as they may believe necessary, as to the actual physical conditions, requirements and difficulties under which the Work must be performed. No bidder shall at any time after submission of a proposal make any claim or assertion that there was any misunderstanding or lack of information regarding the nature or iamount of work necessary for the satisfactory completion of the job. Should a bidder find any errors, omissions, or discrepancies in the plans, specifications, and other.contract documents or should he be in doubt as to their meaning, he shall notify the AGENCY. Should it be found necessary, a written addendum will be sent to all bidders. Any addenda issued during the bidding period shall form a part of the contract an shall be included with the proposal. 12. Equivalent Materials Requests for the use of equivalents to those specified, must be submitted to the AGENCY 10 working days prior to the need of such materials. Within that time, the AGENCY will issue a written response indicating approval or.disapproval of such request. It is the sole responsibility of the successful bidder to prove to the AGENCY that such a material is truly an equivalent. - 13. Legal Responsibilities All proposals must be submitted, filed, made and executed in accordance with State and Federal laws relating to bids for contracts of this nature whether the same or expressly referred to herein . or not. Any bidder submitting a proposal shall by such action thereby agree to each and all of the terms, conditions, provisions and requirements set forth, contemplated and referred to in the Plans, Specifications and other contract documents, and to full compliance therewith. Additionally, any bidder submitting a proposal shall, by such action thereby, agree to pay at least the minimum prevailing per diem wages as provided in Section 1773, et. seq. of the labor code for each craft, classification or type of workman required as set forth by the Director of Industrial Relations of the State of California. �. 14. Award Of Contract The award of contract, if made, will be to the lowest responsible bidder as determined solely by the AGENCY. The AGENCY reserves the right to reject any or all proposals, to waive any irregularity,and to take the bids under advisement for a maximum period of 60 days. In no event will an award be made until all.'necessary investigations are made to the responsibility and r, qualifications of the bidder to whom the award is contemplated. B-3 15. Material Guarantee The successful bidder may be required to furnish a written guarantee covering certain items of work for varying periods of time from the date of acceptance of the work by the AGENCY. The work to be guaranteed, the form, and the time limit of the guarantee will be specified in the special provisions. Said guarantee shall be signed and delivered to the AGENCY before acceptance of the contract by the AGENCY. Upon completion of the contract, the amounts of the two contract bonds required in Section 2-4, "CONTRACT BONDS," of the Standard Specifications for Public Works Construction, may be reduced to conform to the total amount of the contract bid prices for the items of work to guaranteed, and this amount shall continue in full force and effect for the duration of the guarantee period. However, the Labor and Material Bond can not be reduced until the expiration of 35 days after the date of recordation of the Notice of Completion. 16. Execution Of Contract The successful bidder shall execute a written contract with the AGENCY on the form of agreement provided, and shall secure all insurance and bonds required by the Specifications within 10 working days from the date of the award. Failure to enter into a contract shall be just cause for the annulment of the award and the forfeiture of the proposal guarantee. If the successful bidder fails to execute the contract, the AGENCY may award the contract to the second lowest responsible bidder. If the second lowest responsible bidder fails to execute the contract, the AGENCY may award the contract to the third lowest bidder. On the failure of such second or third lowest responsible bidder to execute the contract, such bidder's guarantees shall be likewise forfeited to the AGENCY. The work may then be re-advertised. 17. Submission Of Bonds And Insurance The successful bidder will be required to furnish the necessary bonds and insurance to the AGENCY within 10 working days from the award of contract. The successful bidder shall provide a certificate stating that the bonding company is admitted to do business in the State of California. This certification may be obtained from the Executive Officer and Clerk of the Superior Court at the following address: Orange County Superior Court Probate Court Operations 341 The City Drive P.O. Box 14171 Orange, CA 92613-1571 (714) 935-6061, Contact Linda C. Wallace Prior to the issuance of the Notice to Proceed, the AGENCY must be furnished with a Policy Endorsement, from the successful bidder's insurance company, naming the AGENCY as an additional insured. B-4 18. Addenda The effect of all addenda to the contract documents shall be considered in the bid package and said addenda shall be made part of the contract documents and shall be returned with the bid package. Failure to submit any such addenda with the bid package may render the bid irregular and shall result in its rejection by the AGENCY. B-5 1 SECTION C PROPOSAL for the YORKTOWN AVENUE WIDENING from DELAWARE STREET TO BEACH BOULEVARD CASH CONTRACT No. 1017 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: I� In compliance with the Notice Inviting Sealed Bids, the undersigned hereby proposes and agrees to perform all the work therein described, and to furnish all labor, material, equipment and incident insurance necessary therefor, in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach. The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of �. the City of Huntington Beach, and to enter into a contract at the following prices. The undersigned agrees to complete the work within 80 working days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 If awarded the Contract, the undersigned agrees that in the event of the BIDDERS default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void. Accompanying this proposal of bid, find`,NdAP6Shdin the amount of$ which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). r Bidder shall signify receipt of all Addenda here, if any: Addenda No. Date Received Bidder's Signature SeP dU.- r r� r r r r j ,r C-2 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid and the portion (by percentage of the total bid) of the work to be-done by such subcontractor. Portion Name and Address of Subcontractor State License Class of Work Number 7BRuce lk jk L ""O SUV ftKaN C 1, C.a e.J C TkQ-Te. T'R AP l~;c. C„-TIW% �'MoJ:het•:N� imV.k us e / ;AutAl �� so�lNsoa� N� y8�3 e 1 1 r t By submission of this proposal, the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. ?. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-3 i 5 , 500 . 00 + 8 , 500 . 00 + 1s248 . 00 + 1 ' 550 . 00 + 1 235 . 00 + 554 - 00 + 3 , 650 . 00 + 22 , 237 . 00 y� 3�G C PROJECT BID SCHEDULE Item Estimated Item with unit price Extended— No. Quantity written in words Unit Price Amount 1 1 Mobilization Vol LS F' 'Ty T c ,� nc+gam1511A, Dollars _;SpTOoa Cents Per LS 2 1 Traffic Control Plan e• Od LS @ EitJtT R ads•.wk R:u-. lAuotirok Dollars $ 5;sno - $ sis r Cents Per LS 3 1 Implement Traffic Control Plan LS a E;'P7 l 7 4 OVS-�-Jok Dollars $ SSD,660 $0 Cents —�- Per LS 4 1 Clear and Grub LS @ £ & '"MA00S..•o.�F•NL Kn•ukrtjDollars $ $ Cents Per LS 5 156 Remove PCC Curb&Gutter LF @ Dollars $_12� Cents Per LF 6 775 Remove PCC Sidewalk O� SF n�'�a Dollars $ 'j,,dp $ Q_ Cents Per SF 7 65 Remove Storm Drain Oo LF Cr 41Tee-01-3 Dollars $ 1at e� $ 1235 — Cents Per LF 8 277 Remove PCC Curb Ramp �o SF a �('��p Dollars $ 2.no $ 55y Cents Per SF 9 730 Remove PCC Cross Gutter Oo SF cc -Fi Vc-. Dollars $ �•oG $�_ Cents Per SF 10 8665 Cold Mill A.C. 5'Wide SF n Dollars $ , y0 $ Cents Per SF C-3.1 1000 . 00 + 3 , 500 . 00 + . .p . . 4 , 176 . 00 + 375 . 00 + 850 . 00 + 10 . 00 + 1 4 9 202 • 00 + 19 , 448 . 00 + 2 , 520 . 00 + 6 , 300 . 00 + 2 , 465 . 00 + 50 , 3ZL6 • 00 r PROJECT BID SCHEDULE . Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 11 7520 Cold Mill A.C. 10'Wide SF @ Dollars $ Fo Ty Cents Per SF 12 348 Abandon Storm Drain with Concrete Slurry oa LF @ Moetue Dollars $12. $ Cents Per LF 13 1 Abandon Existing Water Service at Water Main EA @"TTIA JA04AVej,Sei..MM F:ut Dollars $ 3'1 S °— $ 31 Cents Per EA 14 1 Relocate Fire Hydrant EA @ Dollars $-So0� $ g5o �- Cents Per EA 15 2 Relocate Street Light EA @ Fives 3>o1'arS Dollars $ .Od $ lose Cents Per EA 16 526 Unclassified Excavation CY (31 1A) _w1"�( �gVe w1 Dollars Cents Per CY 17 884 Remove A.C.&Aggregate Base CY Dollars $22 ` ' $19 q_L18°n Cents Per CY 18 140 Pavement Reinf Fabric and Route&Seal Cracks pa SY @ �.a '('� Dollars Cents Per SY 19 210 Construct PCC Curb&Gutter LF n _Y Dollars $ 3o OC Cents Per LF 20 493 Construct Curb Ramp at Corner Radius Oo SF @ r; Dollars. $ 17.on $Z4 6S _ Cents Per SF C-3.2 f 0 . 8 3.3 - Cl,) -: 852 •00 2, 9_5 • j0 } 5 ., 'r00 . 00 7 , 500 . 00 + 9 , 100 - 00 + 7 , 560 . 00 + 35 , 000 . 00 + G , 000 O r 85 1,'i2 - 00 $c PROJECT BID SCHEDULE Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 21 2167 Construct PCC Sidewalk 4 SF Ue.. Dollars $ S•Op $ Cents Per SF 22 142 Construct Ailey Approach e� SF a S;x Dollars $�r�2 — Cents Per SF 23 2570 Construct Asphalt Concrete e� TON c� Fe1 Dollars $ ,So $12 g,Sa, Cents Per TON 24 13 Adjust Valves to Grade EA uTdp Jrj("y XT+ye,a'TJ r-:ut, - Dollars $ -TSo- $ 2�25— Cents Per EA 25 12 Adjust Manholes to Grade EA a F:ut. Dollars $A75 °� $ rJ OO'0o Cents Per EA 26 1 Construct 4'C13 W/Local Depression e EA cr Tq Fic1t_k%uAULve_sk- Dollars SAO $7boo Cents Per EA 27 1 Construct 7'CB W/Local Depression Oo O+ EA u. Q1;tm Dollars $ $ o• " Cents Per EA 28 84 Construct 18" RCP(D2000) LF a Di I4TV Dollars $ Cents Per LF 29 1 Relocate Traffic Signal LS 10, T 11a11 `l F+ue 7V Aeu$,,j k Dollars $305,000 $ 35 Cents Per LS 30 12 Install Traffic Detector Loops ` ea EA n F"l ft `l o 1,kYc,�, Dollars $ b= $ Cents Per EA C-3.3 r 1 300 • 00 + 118 , 400 . 00 + 14 ,000 . 00 + 1 ' 275 . 00 + 10 , 500 . 00 + 4-00 - 00 + 000 . 00 + 1 50 • 00 + 5 . 00 + 14-6 , 030 • 00 �r PROJECT BID SCHEDULE Item Estimated Item with unit price Extended No. Quantity written in words Unit Price Amount 31 1 • ning and riping LS a ollars $ Cen er LS 32 1 Survey°Monumentation LS 011-MV r-C-0 VI905.krc1k Dollars $13 ee Cents Per LS 33 1480 12"PVC Pipe LF @ L '6�l Dollars $ 9,0 $11$ 1ea— Cents Per LF 34 200 6"PVC Pipe LF �D,, $�ue�Y Dollars $ 7b e` $Aqiacy ` Cents Per LF 35 3 12"Tee Assembly C T r� O� 00 EA n 1 Ac�V '"�tlN��'�IWtw1�� :ue` Dollars $ �2'_ $] _ Cents Per EA 36 7 12"Valve Assembly ' EA a r F*re _s.#-3 14smAVek Dollars $ 1 S40 $10. Cents Per EA 37 2 12"AC x PVC Adapter EA r,_rW a �� YP� Dollars Cents Per EA 38 2 12"x 6"Tee Assembly •• sa EA to, Fp y )WJX Y e-k Dollars $ y0e $ 00 Cents ' Per EA 39 2 6"AC X PVC Adapter EA n oe eo SG0.t1P..x11� �:U� Dollars $�� $ % O Cents Per EA 40 1 12"x 6"Cross Assembly EA n .11e. Dollars $ ,s'z� $ .Oo 1 Cents Per EA C-3.4 S 1 9 600 . 00 + 3 , 200 . 00 + 6 , 000 - 00 -+- r 7 , 500 . 00 + 9 " 600 a 00 •+- 300e00 + 600 - 00 + v j 1 200 ° 00 + 5 .00 + 600 .00 + 30 , 605 . 00 PROJECT BID SCHEDULE Item EstimatedItem with unit price Extended INo. Quantity written in words Unit Price Amount 41 2 6" Valve Assembly EA n &.A�%-v Dollars $ dig _ $ Ilia*— ' Cents Per EA 42 1 Fire Hydrant Assembly oc EA n��iYT4 7Wa quN�re� Dollars $ 32on $ c;p = ' Per EA Cents 43 4 2" Service Assembly&Connect to Existing N EA n Se&,Nj 0p kytr_ Dollars $jsde $ Cents Per EA 44 3 Reconstruct Fire Hydrant Assembly a& EA rr_T CAM 1p;lit. "UOA 'e� Dollars $��_ $ ®b Cents Per EA 45 8 1" Service Assembly&Connect to Existing x � EA nTwa.Lut %j&Arc4,L Dollars $ j'Z00 $ = Cents Per EA 46 1 Cut and Cap Exisiting Main EA ,7 Aft_qV&6CX,_L Dollars $ s Cents Per EA 47 I 12"Connection � �. Dollars $ e`er— $ L.EA co, 5 Cents Per EA 48 1 314" Service Assembly EA 10,-Toe. ue Au oj A rek Dollars $ �?..oe, � $ Cents Per EA 49 1 6" Flanged 90 Degree Elbow EA a E j)c_ Dollars $- 5,0q_ $ T;,06 Cents Per EA 50 3 6"Flanged x Cl Adapter oe EA (l Tuba '1ockmek Dollars $ 2e6 _ $ 6�O ' Per EA Cents C-3.5 PROJECT BID SCHEDULE Item Estimated Item %,tith unit price Extended No. Quantity written in words Unit Price Amount 51 4 6"PVC 45 Degree Elbow EA Ca-nj Dollars $200 $ oc� Cents Per EA 52 2 12"x 6"Flanged Reducer I c EA o T Y af Y o of yvPk— Dollars $ 400 Cents Per EA 53 2 12" Flanged x PVC 45 Degree Elbo�% EA C Fee)V-kku.9okvXT-iCw1 F� UL Dollars $ Cents ' Per EA 54 2 12" PVC 45 Degree Elbo« ` EA ii� tl'e_t— 6 Dollars $ Off% $ Cents Per EA 55 1 Clorination and Testing LS F:Ve —T Vk o.wt&k- Dollars $ 158 000 $ Sam Cents Per LS Total Amount Bid in Figures: $ L Total Amount Bid in Words:r-;ye- ' J Y4e bJ / D 22 , 237 . 00 + 50 , 346 . 00 + 0o0 - 85 , 472 . 00 146 , 830 . 00 + 800 . 00 + 301605v00 + 800 . 00 + 81210 . 00 + 850 - 00 + 343 -9700a00 M I 760 . 00 + 59000 . 00 + I j I 89210p00 C-3.6 1._. NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange - Ls , being first duly ;;w�vorn, deposes and says that he or-ski,- is ` �71 of }� CSA feparty making the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any ' other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. E�L Le . Of)a Name of Bidder Signature of Bidder Address of Bidder ( C00-1p'/ Subscribed and sworn to before me this °� day JEAN ANN ELSER Commission#1313466 i Notary Public-California San Bernardino County 14 Comm.EViros Jul 16,2= NOTARY PUBLIC NOTARY SEAL C-4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL ' CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the ' contract, known as the YORKTOWN AVENUE WIDENING (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: ' "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved." The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal-OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, ' and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. Contractor By e ' Title Date: C a2CDI C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing.a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes ;IdNo ! If the answer is yes, explain the circumstances in the space provided. 1 Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. rContractor By Title C-7 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. ' To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: Contractor r By r Title Date: Note: This form is required for every Dig Alert Identification Number issued by U.S.A.' during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-8 BIDDERrS INFORMATION BIDDER certifies that the following information is true and correct: Bidder Name Business Address ' State Zip ' Telephone Number ay State Contractor's icense No. and Class Original Date Issued Expiration Date Epp The work site was inspected by ,)Ol1AJ)&- & EJ&�Zflf our office on 9 '02 19H I The following are persons, firms, and corporations having a principal interest in this proposal: 1 ' C-9 The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. Company Name Signature of Bidder - �"--- Printed or Typed Signature Subscribed and sworn to before me this day of JEAN ANN ELSER Commission#1313466 ant i Notary Public-Calftmia Z*y San Bernardino County My' NOTARY PUBLIC ^+ �Julls,Zoos NOTARY SEAL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: ' I (�" 'lbn Q �� 4i/)6r, J, Nanfi a Address of Aublic Agency o bboeI- r'"fiRV ,e'2 Name and Telephone No. of Project Manager: ZE,hb 009 ' Cont act Amount Type of Work Date Completed ' 2. Jh'1)/WC Ai&Ti7. IQoor�� u�n,gr.� �Iwz 9j-9a0/g-��ry Name and Address of Public Agency Name and Telephone No. of Project Manager: 16///222 UQ " 4-3190 Contract Amount Type of Work Date Completed 3. ' Nam and Address of Public Agency U ' Name and Telephone No. of Project Manager: h6w—T Contract Am unt Type of Work f5ate Completed ' C-10 ' SECTION D � SAMPLE CONTRACT 1 i 1 1 i 1 1 1 1 � a, r Sample CITY FUNDED CONSTRUCTION CONTRACT BETWEEN ' THE CITY OF HUNTINGTON BEACH AND FOR YORKTOWN AVENUE STREET WIDENING PROJECT FROM DELAWARE STREET TO BEACH BOULEVARD (CC 1017) TABLE OF CONTENTS ' Page No. 1. STATE OF WORK; ACCEPTANCE OF RISK 1 2. ACCEPTANCE OF CONDITIONS OF WORK; PLANS 2 3. COMPENSATION 3 4. COMMENCEMENT OF PROJECT 3 5. TIME OF THE ESSENCE 4 6. CHANGES 4 ' 7. NOTICE TO PROCEED 5 8. BONDS 5 9. WARRANTIES 5 10. INDEPENDENT CONTRACTOR 6 11. LIQUIDATED DAMAGES/DELAYS 6 12. DIFFERING SITE CONDITIONS 7 13. VARIATIONS IN ESTIMATED QUANTITIES 8 14. PROGRESS PAYMENTS 9 15. WITHHELD CONTRACT FUNDS, SUBSTITUTION OF SECURITIES 9 16. AFFIDAVITS OF SATISFACTION OF CLAIMS 10 17. WAIVER OF CLAIMS 10 18. INDEMNIFICATION, DEFENSE, HOLD HARMLESS 10 19. WORKERS' COMPENSATION INSURANCE 11 20. INSURANCE 11 21. CERTIFICATES OF INSURANCE; ADDITIONAL INSURED 12 22. DEFAULT & TERMINATION 13 ' 23. DISPOSITION OF PLANS, ESTIMATES AND OTHER 13 24. NON-ASSIGNABILITY 13 25. CITY EMPLOYEES AND OFFICIALS 13 26. STOP NOTICES 14 27. NOTICES 14 28. CAPTIONS 14 ' 29. IMMIGRATION 14 30. LEGAL SERVICES SUBCONTRACTING PROHIBITED 15 31. ATTORNEY'S FEES 15 32. ENTIRETY 16 i r agree/forms/con-sam-01122191 ' SAMPLE r Sample ' CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND FOR ' YORKTOWN AVENUE STREET WIDENING PROJECT FROM DELAWARE STREET TO BEACH BOULEVARD (CC 1017) THIS AGREEMENT, made and entered into this day of ' 199_, by and between the City of Huntington Beach, a municipal corporation of the State of California, hereinafter referred to as "CITY," and a California corporation, hereinafter referred to as "CONTRACTOR." WHEREAS, CITY has solicited bids for a public works project, hereinafter referred to as r "PROJECT," more fully described Yorktown Avenue Street Widening Project from Delaware Street to Beach Boulevard, in the City of Huntington Beach; 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 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 such as are herein expressly stipulated to be borne by CITY, agree/form/con-sam-09/22/99 ' 1 SAMPLE 1 1 t t ' 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. However the total compensation to be paid is to be computed on the basis of the units of work as it is actually performed, in accordance with the stipulated prices named in the Bid Sheet(s). 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. "Contract Documents" as defined herein mean and include: A. This Agreement; ' B. Bonds covering the work herein agreed upon; ' C. The CITY's standard Plans and Specifications and special contractual provisions, including those on file in the office of the Director of Public Works of CITY and adopted by the City Council of CITY, and any revisions, amendments or addenda thereto; D. The 1997 edition of Standard Specifications for Public Works Construction, published by Builders' News, Inc., 3055 Overland Avenue, Los Angeles, CA agree/form/con-sam-09/22/99 2 ' SAMPLE r 90034, and all amendments thereto, written and promulgated by the Southern California r chapter of the American Public Works Association and the Southern California District Associated General Contractors of the California Joint Cooperative Committee; ' E. Bid documents including the Notice Inviting Bids, the Special Instructions ' to Bidders and the CONTRACTOR's proposal (attached hereto as Exhibit "A"); F. The particular plans, specifications, special provisions and addenda ' applicable to the PROJECT. Anything mentioned in the Specifications and not indicated in the Plans or indicated in the Plans and not mentioned in the Specifications, shall be of like effect as if indicated and mentioned in both. In case of discrepancy between any plans, specifications, ' special provisions, or addenda, the matter shall be immediately submitted by CONTRACTOR to the Department of Public Works of CITY (hereinafter referred to as "DPW"), without whose ' decision said discrepancy shall not be adjusted by CONTRACTOR, save only at its own risk and expense. 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. r 4. COMMENCEMENT OF PROJECT CONTRACTOR agrees to commence the PROJECT within ten (10) working days after notice to proceed is issued and shall diligently prosecute PROJECT to completion ' agree/form/con-sam-09/22/99 3 SAMPLE r ' within ( ) consecutive calendar days from the day the "Notice to Proceed" is ' issued by DPW, excluding delays provided for in this Agreement. 5. 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. CONTRACTOR shall prepare and obtain approval as required by the Contract Documents for all shop drawings; details and samples, and do all other things necessary and incidental to the prosecution of its work in conformance with the progress,schedule set forth in ' the Contract Documents. CONTRACTOR shall coordinate its work with the work of all other ' contractors, subcontractors, and CITY forces working on the PROJECT, in a manner that will facilitate the efficient completion of the PROJECT and in accordance with the terms and provisions of this Agreement. CITY shall have complete control of the premises on which the ' work is to be performed and shall have the right to decide the time and order in which the various portions of the work shall be performed and the priority of the work of other contractors, ' subcontractors and CITY forces and, in general, all matters concerning the timely and orderly ' conduct of the work of CONTRACTOR on the premises. 6 CHANGES ' CONTRACTOR shall adhere strictly to the plans and specifications set forth in the Contract Documents unless a change therefrom is authorized in writing by the DPW. CONTRACTOR agrees to make any and all changes, furnish materials and perform all work ' necessary within the scope of the PROJECT as the DPW may require in writing. Under no condition shall CONTRACTOR make any changes without the written order of the DPW, and CITY shall not pay any extra charges made by CONTRACTOR that have not been agreed upon in writing by the DPW. a9 ree/form/con-sam-09/22/99 4 ' SAMPLE When directed to change the work, CONTRACTOR shall submit immediately to , the DPW a written cost proposal reflecting the effect of the change. Should the DPW not agree to such cost proposal, the'work shall be performed according to the changes ordered in writing ' by the DPW and the proper cost thereof shall be negotiated by the parties upon cost and pricing data submitted by the CONTRACTOR; thereupon, CITY will promptly issue an adjusted change order to CONTRACTOR and the contract price will be adjusted upward or downward ' accordingly. , 7. NOTICE TO PROCEED No work, services, material, or equipment shall be performed or furnished under , this Agreement unless and until a Notice to Proceed has been given to the CONTRACTOR by CITY. CITY does not warrant that the work will be available on the date the Notice to Proceed is issued. In event of a delay in commencement of the work due to unavailability of the job site, for any reason, relief to the CONTRACTOR shall be limited to a time extension equal to the delay due to such unavailability. ' 8. 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. 9. WARRANTIES ' The CONTRACTOR unconditionally guarantees all work done under this Agreement including, but not limited to, any workmanship, installation, fabrication, material or agree/form/con-sam-09/22/99 5 SAMPLE ' structural facilities constructed. 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 item or items. Upon expiration of such ten- (10) day period, CITY may then make appropriate repair or replacement at CONTRACTOR's risk and expense. 10. 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 and 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. 11. LIQUIDATED DAMAGES/DELAYS ' It is agreed by the parties hereto that in case the total work called for hereunder is not in all parts and requirements finished or completed within the number of calendar days as ' set forth herein, damage will be sustained by CITY; and that it is, and would be, impractical and extremely difficult to ascertain and determine the actual damage which CITY would sustain in the event of and by reason of such delay; it is, therefore, agreed that CONTRACTOR will a to 9 PY CITY, as liquidated damages and not as a penalty, the sum of Dollars ($ ) per day for each and every working day's delay in completing the work in excess of the number of working/calendar days set forth herein, which represents a reasonable endeavor by the ' parties hereto to estimate a fair compensation for the foreseeable losses CITY would sustain in the event of and by reason of such delay; and CONTRACTOR agrees to pay said damages iherein provided, and further agrees that CITY may deduct the amount thereof from any monies due or that may become due to CONTRACTOR hereunder. agree/form con-sam-09/22/99 6 SAMPLE CONTRACTOR will be granted an extension of time and will not be assessed ' damages for any portion of the delay in completion of the work due to unforeseeable causes beyond the control and without the fault or negligence of CONTRACTOR, including, but not ' restricted to, acts of God or of the public enemy, fire, floods, epidemics, quarantine restrictions, ' strikes, unsuitable weather, or delays or subcontractors due to such causes. CONTRACTOR shall, within fifteen (15) days from the beginning of any such delay (unless the DPW shall grant a further period of time prior to the date of final settlement of the Agreement), notify the DPW in writing,of the cause of the delay and CITY shall extend the ' time for completing the work if, in its judgment, the findings of fact thereon justify the delay; and , the decision of the DPW shall be conclusive on the parties hereto. Should CONTRACTOR be delayed in the prosecution or completion of the work by the act, neglect or default of CITY, or should CONTRACTOR be delayed waiting for ' materials required by this Agreement to be furnished to CITY, or by damage caused by fire or other casualty at the job site for which CONTRACTOR is not responsible, or by the combined , action of the workers, in nowise caused by or resulting from default or collusion on the part of ' CONTRACTOR, or in the event of a lockout by CITY, then the time herein fixed for the completion of the work shall be extended by the number of days the CONTRACTOR has thus , been delayed, but no allowance or extension shall be made unless a claim therefor is presented in writing to CITY within fifteen (15) days of the commencement of such delay. ' No claims for additional compensation or damages for delays, irrespective of the ' cause thereof, and including without limitation the furnishing of material by CITY or delays by other contractors or subcontractors, will be allowed and said extension of time for completion shall be the sole remedy of CONTRACTOR. , agree/form/con-sam-09/22/99 7 SAMPLE 12. DIFFERING SITE CONDITIONS (1) Notice: The CONTRACTOR shall promptly, and before such conditions are disturbed, notify the DPW in writing of. (a) Subsurface or latent physical conditions at the job site differing materially from those indicated in this Agreement or the Contract Documents; or (b) 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; (2) 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. VARIATIONS IN ESTIMATED QUANTITIES The quantities listed in the bid schedule will not govern final payment. Payment to the CONTRACTOR will be made only for the actual quantities of contract items used in construction of the PROJECT, in accordance with the plans and specifications. Upon completion of the PROJECT, if the actual quantities used are either more than or less than the quantities listed in the bid schedule, the bid price shall prevail subject to the provisions of this section. The DPW may, at its sole discretion, when warranted by the facts and circumstances, ' order an equitable adjustment, upwards or downwards, in payment to the CONTRACTOR where the actual quantities used in construction of the PROJECT are in variation to the quantities listed in the bid schedule. No claim by CONTRACTOR for an equitable adjustment in agree/form/con-sam-09/22/99 8 SAMPLE price or time for completion shall be allowed if asserted after final payment under this ' Agreement. If the quantity variation is such as to cause an increase in the time necessary for completion, the DPW shall ascertain the facts and circumstances and make such adjustment for extending the completion date as in its judgment the findings warrant. ' 14. PROGRESS PAYMENTS Each month the DPW will make an estimate in writing of the work performed by , CONTRACTOR and the value thereof. From each progress estimate, ten percent (10%) will be , deducted and retained by CITY and the remainder, less the amount of all previous payments since commencement of the work, will be paid to CONTRACTOR. ' When CONTRACTOR has, in the judgment of the DPW, faithfully executed fifty percent (50%) or more of the value of the work as determined from the bid schedule, and if the DPW finds that satisfactory progress has been and is being made, the CONTRACTOR may be , paid such sum as will bring the payments of each month up to one hundred percent (100%) of the value of the work completed since the commencement of the PROJECT, as determined by DPW, less all previous payments and less all previous retained amounts. The final payment, if ' unencumbered, or any part thereof unencumbered, shall be made thirty-five (35) days after the acceptance of the work and the filing of a Notice of Completion by CITY. Payments shall be ' made on demands drawn in the manner required by law, each payment to be accompanied by ' a certificate signed by the DPW, affirming that the work for which payment is demanded has been performed in accordance with the terms of the Agreement and that the amount stated int. ' certificate is due under the terms of the Agreement. Partial payments on the contract price shall not be considered as a acceptance of any part of the work. , 15. WITHHELD CONTRACT FUNDS, SUBSTITUTION OF SECURITIES ' At the request and expense of CONTRACTOR, who shall retain beneficial ownership and receive interest, if any thereon, CITY shall permit the substitution and deposit ' agree/form/con-sam-09/22/99 ' 9 SAMPLE ' therewith of securities equivalent to the amount of any monies withheld by CITY to ensure performance under the terms of this Agreement. 16. 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. 17. 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. 18. INDEMNIFICATION, DEFENSE, HOLD HARMLESS ' CONTRACTOR hereby agrees to protect, defend, indemnify and hold and save harmless CITY, its officers, and employees against any and all liability, claims, judgments, costs and demands, 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, including those arising from the passive concurrent negligence of CITY, but save and except those which arise out of the active concurrent negligence, sole negligence, or the sole willful misconduct of ' CITY. CONTRACTOR will conduct all def nse at its sole cost and expense. 19. 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 agree/form/con-sam-09/22/99 10 ' SAMPLE 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. 20. 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. t 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. agree/form/con-sam-09/22/99 , 11 SAMPLE ' 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. ' 21. 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; 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 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 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. ' agree/form/con-sam-09/22/99 12 SAMPLE 1 22. DEFAULT AND TERMINATION ' If CONTRACTOR fails or refused to prosecute the work hereunder with diligence, or fails to complete the work within the time specified, or is adjudged a 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 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. ' 23. DISPOSITION OF PLANS, ESTIMATES AND OTHER DOCUMENTS CONTRACTOR agrees that upon completion of the work to be performed hereunder, or upon earlier termination of this Agreement, all original plans, specifications, ' drawings, reports, calculations, maps and other documents pertaining to this Agreement shall ' be delivered to CITY and become its sole property at no further cost. 24. 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. ' 25. 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 California Government Code sections 1090 et seq. ' agree/form/con-sam-09/22/99 ' 13 SAMPLE 1. ' 26. STOP NOTICES; RECOVERY OF ADMINISTRATIVE COSTS CITY shall be entitled to reasonable administrative costs and necessary disbursements arising out of the processing of Stop Notices, Notices to Withhold, or any similar legal document. Said obligation shall be provided for in the labor and materials payment bond required of CONTRACTOR. CITY may charge an administrative fee of One Hundred Dollars ($100) for every Stop Notice filed in excess of two, regardless of whether or not CITY is named ' in an action to enforce such stop notices. CITY may set off any unreimbursed cost or expense so incurred against any sum or sums owed by CITY to CONTRACTOR under this Agreement. ' 27. NOTICES ' All notices required or permitted hereunder shall be delivered in person or by registered or certified mail to an 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. 28. 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. 29. IMMIGRATION CONTRACTOR shall be responsible for full compliance with the immigration and naturalization laws of the United States and shall, in articular, comply with the provisions of P PY U.S.C. Section 1324a regarding employment verification. 30. 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 a9 ree/form/con-sam-09/22/99 14 SAMPLE CITY; and CITY shall not be liable for payment of any legal services expenses incurred by ' CONTRACTOR. 31. 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. 32. 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: CITY OF HUNTINGTON BEACH, a municipal corporation of the State of California By: print name ITS: (circle one) Chairman/President/Vice President Mayor AND ,ATTEST: By: print name City Clerk ITS: (circle one) Secretary/Chief Financial Officer/Asst. Secretary-Treasurer APPROVED AS TO FORM: REVIEWED AND APPROVED: City Attorney INITIATED AND APPROVED: City Administrator Director of Public Works agree/form/con-sam-09/22/99 15 SAMPLE SECTION E SPECIAL PROVISIONS All the Work to be done under this contract shall be in accordance with these Special Provisions and the "GREENBOOK" Standard Specifications for Public Works Construction, 2000 edition, as written and promulgated by the Joint Cooperative Committee of the Southern California Chapter of the American Public Works Association and the Southern California District of Associated General Contractors of California. Copies of the Standard Specifications are available from the publisher: BNi Building News 3055 Overland Avenue Los Angeles, California 90034 (213) 202-7775 The Standard Specifications set forth above, referred hereinafter as Standard Specifications, will control the general provisions, construction materials, and construction methods for this contract except as amended by the Plans, Special Provisions, or other contract documents. The section numbers of these Special Provisions coincide with those of the said Standard Specifications. Only those sections requiring amendment, elaboration, or specifying options, are called out. PART 1 GENERAL PROVISIONS .r SECTION 1 TERMS, DEFINITIONS, ABBREVIATIONS AND SYMBOLS 1-2 DEFINITIONS [Add or redefine the following:]. AGENCY - The City of Huntington Beach. ' Board - The City Council of the City of Huntington Beach. Caltrans - The State of California Department of Transportation. County - The County of Orange. Engineer - The City Engineer of the City of Huntington Beach or his authorized representative. r E-1 SECTION 2 SCOPE AND CONTROL OF WORK 2-1 AWARD AND EXECUTION OF CONTRACT [Replace with the following:]. Within 10 working days after the date the AGENCY'S award of contract, the Contractor shall execute and return all contract documents required by the AGENCY. The AGENCY reserves the right to terminate the award if the above requirement is not met. Such termination will result in the forfeiture of the Proposal Guarantee. The Contract Agreement shall not be considered binding upon the AGENCY until executed by the authorized AGENCY officials. A corporation to which an award is made may be required, before the Contract Agreement is executed by the AGENCY, to furnish evidence of its corporate existence, of its right to enter into , contracts in the State of California, and that the officers signing the contract and bonds for the corporation have the authority to do so. 2-4 CONTRACT BONDS [Add the following:]. The Faithful Performance Bond shall remain in force until the date of recordation of the Notice of Completion. The Material and Labor Bond shall remain in force until 35 days after the date of recordation of the Notice of Completion. ' In conformance with the State of California Government Code, Chapter 13, Section 4590, the Contractor may substitute securities for any monies withheld by the City to endurance under the contract. At the request and expense of the Contractor, securities equivalent to the amount withheld shall be deposited with the AGENCY, or with a state or federally chartered bank as the escrow agent, who shall pay such monies to the Contractor upon notification by AGENCY of Contractor's satisfactory completion of the contract. The type of securities deposited and the method of release shall be approved by the AGENCY. 2-5 PLANS AND SPECIFICATIONS 2-5.1 General [Add the following:]. Only written authorization from the AGENCY shall be binding over any deviation or change in the Plans and Specifications. Please refer to SECTION 3 - CHANGES IN WORK for further explanation. The Contractor shall maintain a control set of Plans and Specifications on the project site at all times. All final locations determined in the field, and any deviations from the Plans and Specifications, shall be marked in red on this control set to show E-2 the as-built conditions. Upon completion of all Work, the Contractor shall return the control set to the Engineer. Final payment will not be made until this requirement is met. Reference in the Special Provisions to "State Standard Specifications" shall mean the Standard Specifications, latest edition, of the State of California, Department of Transportation. Copies of these specifications may be obtained from: State of California -Department of General Services Publications Distribution Unit P.O. Box 1015 ' North Highlands, California 95660 Reference in the Special Provisions to Standard Plans shall mean the Standard Plans of the City of Huntington Beach, and where applicable, the following: Standard Plans for Public Works Construction, published by the American Public IWorks Association, latest edition. Standard Plans, published by the Orange County Environmental Management Agency. Standard Plans, published by the State Department of Transportation, latest edition. Applicable Standard Plans for this project are contained in Appendix I of these Special Provisions. 2-9 SURVEYING 2-9.1 Permanent Survey Markers [Add the following:]. In accordance with Senate Bill 1563, the Contractor shall file a Corner Record Form 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, lot stakes (tagged), or bench marks without the consent of the Engineer. The Contractor shall bear the expense of replacing any that may be disturbed. Replacement shall be done only under the direction of the Engineer by a Registered (licensed) Licensed Land Surveyor or a Registered Civil Engineer authorized to practice land surveying within the State. A copy of Senate Bill 1563 is included in Appendix III ' for reference. Upon submittal of all corner records to the Orange County Surveyor's Office, Contractor shall submit copies of the same records to the Agency. Contractor shall also submit accepted and filed corner records upon acceptance by the Orange County Surveyor's Office prior to completion of the project. For the convenience of the Contractor, the Agency has provided some of corner records and other related survey information from City records in Appendix III. t E-3 When the Contract does not include a pay item for monument adjusting as specified, and unless otherwise provided in the Specifications, full compensation for adjusting to finished grade shall be included in the price bid for other items of work and no additional compensation will be allowed therefor. 2-9.2 Survey Service. The Contractor shall perform and be responsible for the accuracy of surveying performed for the project. 2-9.3 Survey Service ' [Add the following:]. All construction surveying and monument preservation surveying necessary to complete the work , shown on the plans and provides in these contract documents and specifications shall be accomplished by or under the direction of a licensed Land Surveyor or Professional Engineer, with the ability to practice land surveying, retained or provide by the contractor. The AGENCY reserves ' the right to direct additional construction survey be performed when it feels it is required to adequately construct the work. Payment for construction surveying and monument preservation shall be per the contract lump sum bid price and no additional compensation will be allowed therefor. When the Contract does not include a pay item for construction surveying and monument preservation as specified above, and unless otherwise provided in the Specifications, full compensation for all construction surveying and 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 therefor. 2-10 AUTHORITY OF BOARD AND INSPECTION [Add the following]. 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 AGENCY ' holidays for the purpose of permitting the Engineer to make necessary assignments of his representatives. If the Contractor elects to work under this contract more than 8 hrs./day or more than 40 hrs./week, ' Saturday, Sunday, or AGENCY holidays, he shall arrange with the Engineer for the required inspection service and pay the Special Inspection Fees which will be charged at the following rates: 4 hrs. or less/day - $225.00 4 hrs. to 8 hrs./day - $450.00 When Special Inspection is required, the Contractor shall notify the AGENCY and pay inspection fees 24 hours in advance. If the Contractor is directed by the AGENCY to work under this contract more than 8 hrs./day or more than 40 hrs./week,the Special Inspection fee requirements will be waived. E-4 1 ; SECTION 4 CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP 4-1.1 General [Add the following:]. The n r Co t actor and all subcontractors, suppliers, and vendors, shall guarantee that the entire Work will meet all requirements of this contract as to the quality of materials, equipment, and workmanship. The Contractor, at no cost to the AGENCY, shall make any repairs or replacements made necessary by defects in materials, equipment, or workmanship that become evident within one year after the date of recordation of the Notice of Completion. Within this one year period, the Contractor shall also restore to full compliance with requirements of this contract any portion of the Work which is found to not meet those requirements. The Contractor shall hold the AGENCY harmless from claims of any kind arising from damages due to said defects or noncompliance. Security of this guarantee shall be in the form of a Maintenance Bond furnished to the AGENCY by the Contractor. There shall be specific wording in the Maintenance Bond, that includes the guarantee or warranty of the labor and materials for a one year period, commencing from the recording date of the Notice of Completion by the County Recorder. The guaranteed amount shall be for 100 percent of the total amount earned to date as indicated on the final progress payment. The AGENCY reserves the right to withhold the retention until the Maintenance Bond has been accepted by the AGENCY. The Contractor shall make all repairs, replacements, and restorations covered by the Maintenance Bond within 10 working days after the date of the Engineer's written notice. Failure to comply with such notice, will cause the AGENCY to file claim against the bond. Excepted from the Maintenance Bond will be defects caused by acts of God, acts of the AGENCY, acts of vandals, or by acts of others outside or beyond the control of the Contractor. 4-1.4 Test of Materials [Replace the third sentence of the first paragraph with the following:]. Unless otherwise provided, all testing shall be performed under the direction of the Engineer and P � g P g the AGENCY will bear the cost of initial testing of material and workmanship which are required by the Standard Specifications and the Special Provisions. The cost of all other tests, including the retesting of material or workmanship that fails to pass the first test, shall be borne by the Contractor. i 4-1.6 Trade Names or Equals [Replace the last two sentences of the first paragraph with the following:]. Approval of equipment and materials offered as equivalents to those specified must be obtained as set forth in the Instructions to Bidders. E-5 SECTION 5 UTILITIES 5-1 LOCATION [Replace the first sentence of the last paragraph with the following:]. ' The location and existence of any underground utility or substructure was obtained from a search of available records. No guarantee is made or implied that the information is complete or accurate. It shall be the Contractor's responsibility alone to determine the location of underground utilities or substructures of every nature and to protect them from damage. The Contractor shall pothole all utilities, including service connections, which have been marked r by the respective owners and which may affect or be affected by the Work. 5-4 RELOCATION [Replace the second sentence of the last paragraph with the following:]. When not otherwise required by the plans and specifications and when directed by the Engineer, the Contractor shall arrange for the relocation of service connections, as necessary, between the meter and property line, or between the meter and limits of construction. 5-5 DELAYS [Add the following paragraph:]. All notification to utility companies insofar as the relocation or removal of a utility shall be made by the Engineer based on Contractor's request as submitted to the Engineer at least 48 hours in advance of the needed work. Any costs for delay of the Contractor of utility companies in this regard shall be assigned to the Contractor, if these costs are a result of the Contractor's request being untimely in any respect excepting thereof any delay cost incurred as a result of the utility company not responding at their agreed time. E-6 w SECTION 6 PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK [Replace the first sentence of the first paragraph with the following:]. The Contractor's proposed construction schedule shall be submitted to the Engineer within 10 working days after the date of the AGENCY'S execution of the Contract Agreement. The schedule shall be supported by written statements from each supplier of materials or equipment indicating that all orders have been placed and acknowledged, and setting forth the dates that each item will be delivered. Prior to issuing the Notice to Proceed, the Engineer will schedule a preconstruction meeting with the Contractor to review the proposed construction schedule and delivery dates, arrange utility coordination, discuss construction methods, and clarify inspection procedures. The Contractor shall submit progress reports to the Engineer by the tenth day of each month. The report shall include an updated Construction Schedule. Any deviations from the original schedule shall be explained. Progress payments will be withheld pending receipt of any outstanding reports. 6-7 TIME OF COMPLETION 6-7.1 General [Add the following:]. The time within which the Work must be completed by the Contractor is fixed at 75 working days, including pipe delivery, starting from and after the date in the Notice to Proceed with the Work, exclusive of maintenance periods. 6-7.2 Working Day [Add the following:]. The Contractor's activities shall be confined to the hours between 7:00 A.M. to 4:00 P.M., Monday through Friday, excluding holidays. Deviation from these hours will not be permitted without the prior consent of the Engineer, except in emergencies involving immediate hazard to persons or property. In the event of either a requested or emergency deviation, inspection service fees will be charged against the Contractor. The service fees will be calculated at overtime rates including benefits, overhead, and travel time. The service fees will be deducted from any amounts due the Contractor. 6-9 LIQUIDATED DAMAGES [Amend the liquidated damage amount to read:]. S500.00 E-7 SECTION 7 RESPONSIBILITIES OF THE CONTRACTOR 7-1 CONTRACTOR'S EQUIPMENT AND FACILITIES [Add the following:]. A noise level limit of 95 dbl. at a distance of 50' shall apply to all construction equipment on or related to the job whether owned by the Contractor or not. This requirement in no way relieves the Contractor from responsibility for complying with local ordinances regulating noise level. 7-2 LABOR 7-2.2 Laws [Add the following:]. The Contractor, and all subcontractors, suppliers and vendors, shall comply with all AGENCY, , State and Federal orders regarding affirmative action to ensure equal employment opportunities and fair employment practices. Failure to file any report due under said orders will result in suspension of periodic progress payments. The Contractor shall ensure unlimited access to the job site for all equal employment opportunity compliance officers. 7-3 Liability Insurance [Add the following:]. The insurance company issuing the Certificates of Insurance is required to be duly licensed to transact business in the State of California. 7-5 PERMITS [Delete Subsection in total and substitute with the following:]. Prior to the start of any work, the Contractor shall take out the applicable AGENCY permits and , make arrangements for AGENCY inspections. The AGENCY will issue the permits at no charge to the Contractor. The Contractor and all subcontractors shall each obtain an AGENCY business license, and shall be licensed in accordance with State Business and Professions Code. The Contractor, at no additional cost to the AGENCY, shall also obtain any and all other permits, licenses, inspections, certificates, or authorizations required by any governing body or entity. The City is in the process of securing an encroachment permit from Caltrans for the work on Edinger Avenue on each side and in the immediate vicinity of Beach Boulevard, also known as State Route 39. The Contractor shall conform to the requirements of the permit when working within the areas defined by the permit. A copy of the permit application can be found in the appendix of these specifications. The City will pay the permit fees required by Caltrans. E-8 7-8 PROJECT SITE MAINTENANCE 7-8.1 Cleanup and Dust Control [The second paragraph is amended to read:]. Unless directed otherwise by the Engineer, the Contractor shall furnish and operate a self-loading motor sweeper with spray nozzles at least once each working day to keep paved areas acceptably clean wherever construction, including restoration, is incomplete. 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS [Delete the second paragraph and substitute with the following:]. Within 30 calendar days after notification of award, the Contractor shall submit, for review and approval by the Engineer, a Traffic Control Plan. The Traffic Control Plan shall be signed and stamped by a civil engineer or a traffic engineer licensed by the State of California, familiar with the preparation of traffic control plans. The Contractor shall relocate repair, replace or reestablish all existing improvements within the P � P g P project limits which are not designated for removal (e.g., curbs, gutters, sidewalks, driveways, fences, walls, sprinkler systems, signs, utility installations, pavements, and structures.) which are damaged or removed as a result of his operations. Where existing traffic striping, pavement markings- and curb markings are damaged or their reflectivity reduced by the Contractor's operations, such striping or markings shall also be considered as existing improvements and the Contractor shall repaint or replace such improvements. Relocations, repairs, replacements or reestablishments shall be equal to the existing improvements and shall match such improvements in finish and dimensions unless otherwise specified. [Delete the last paragraph and substitute the following:]. All cost to the Contractor for protecting, removing, restoring, repairing, replacing, or reestablishing existing improvements shall be included in the bid in other items of work unless otherwise specified. 7-10 PUBLIC CONVENIENCE AND SAFETY 7-10.1 Traffic and Access [Add the following:]. All traffic control shall be in accordance with the latest edition of the following documentation: Caltrans - Manual of Traffic Control Devices for Construction and Maintenance Work Zones, Traffic Manual, Sign Specifications, Standard Plans, Standard Specifications and the AGENCY'S Maintenance Work Traffic Control Manual. ' E-9 The Contractor shall provide, to the Engineer, a telephone p g p e number at which the Contractor's representatives can be reached, at any hour, should an emergency occur requiring replacement or relocation of the required traffic control devices. Prior to the start of construction, the Contractor shall inform the AGENCY's Police and Fire departments of the project location, approximate starting date, completion date, and the name and telephone number of contractor representatives who may be contacted at any hour in the event of an emergency. POLICE DEPARTMENT: Watch Commander @ (714) 960-8809 FIRE DEPARTMENT: Battalion Chief/Development @ (714) 536-5411 Information signs shall be required on all arterial streets one week prior to beginning of roadway construction projects. \ The Contractor shall adhere to applicable sections of California Administrative Code, Title 8, concerning electrical and construction safety standards and practices. 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. Prior to the beginning of work, the Contractor shall execute the provided construction traffic i control plan prepared per current AGENCY guidelines to safely prosecute the construction work involved with a minimum of inconvenience to the motoring public. Any relocation of travel lanes longer than three calendar days shall be delineated by removing the existing striping and legends by wet sandblasting and placing new striping and legends as required. Upon completion of the work and the restoration of the road surface to its final condition, the Contractor shall remove temporary striping by wet sandblasting. If the traffic cones or portable delineators are damaged, displaced or are not in an upright position, for any reason, the contractor shall immediately replace or restore to their original location, in an upright position, the cones or portable delineators. The Contractor shall provide and maintain all signs, barricades flashers delineators p g ors and other necessary facilities for the protection of the motoring public within the limits of the construction area. He shall also post proper signs to notify the public regarding detours and conditions of the roadway, all in accordance with the provisions of the Vehicle Code, the current State of California Department of Transportation "Manual of Traffic Controls for Construction and , Maintenance Work Zones", and the State of California Department of Transportation Standard Plans and the current City of Huntington Beach Maintenance Work Traffic Control Manual. The Contractor shall furnish such flagmen and equipment as are necessary to give adequate , warning to traffic or to the public of any dangerous conditions in accordance with the current Department of Transportation "Instructions to Flagmen". All existing traffic signs and street signs shall be maintained in visible locations during construction. Signs designated for removal shall be salvaged and delivered to the AGENCY Yard or disposed of as directed by the AGENCY. E-10 Warning Signs Adequate warning signs for motorists shall be placed and maintained throughout all applicable phases of the work including speed limit reduction, loose gravel, fresh oil, and open trench. Signs shall be 36" X 36" in size; shall be on site ready for placement prior to start of the applicable phase of work and shall be placed in advance on all streets approaching the work zone. 7-10.3 Street Closures, Detours, Barricades [Add the following:]. Street closures will not be allowed except as specifically permitted b the Engineer. p P YP Y g Construction Traffic Control Plans shall be prepared in accordance with the AGENCY's latest Traffic Control Plan Preparation Guidelines and shall be reviewed and approved by the Engineer. The Contractor shall submit the plans to the Engineer for approval or correction at least 10 working days before approved plans will be required for commencing the work. Approval of the plans by the Engineer shall not relieve the Contractor from the responsibility for errors or omissions in the plans or from deviations from the Contract Documents. The Contractor shall be responsible for the correctness of the plans and for the results obtained by the use of such 1 plans. Full compensation for Construction Traffic Control Plans shall be paid for on a lump sum bid price and no additional compensation will be allowed therefor. 7-10.5 Protection of the Public [Delete Subsection in total and substitute with the following:]. It is part of the service required of the Contractor to make whatever provisions are necessary to protect the public. The Contractor shall use foresight and shall take such steps and precautions as his operations warrant to protect the public from danger, loss of life or loss of property, which would result from interruption or contamination of public water supply, interruption of other public service, or from the failure of partly completed work or partially removed facilities. Unusual conditions may arise on the work which will require that immediate and unusual provisions be made to protect the public from danger or loss, or damage to life and property, due directly or indirectly to prosecution of work under this contract. Whenever, in the opinion of the Engineer, an emergency exists against which the Contractor has not taken sufficient precaution for the public safety, protection of utilities and protection of adjacent structures or property, which may be damaged by the Contractor's operations and when, in the opinion of the Engineer, immediate action shall be considered necessary in order to protect the public or property due to the Contractor's operations under this contract, the Engineer will order the Contractor to provide a remedy for the unsafe condition. If the Contractor fails to act on the situation, the Engineer may provide suitable protection to said interests by causing such work to be done and material to be furnished as may be necessary. E-11 The cost and expense of said labor and material, together with the cost and expense of such repairs as are deemed necessary, shall be borne by the Contractor. All expenses incurred by the AGENCY for emergency repairs will be deducted from the progress payments and the final payment due to the Contractor. However, if the AGENCY does not take such remedial measures, the Contractor is not relieved of the full responsibility for public safety. E-12 SECTION 8 FACILITIES FOR AGENCY PERSONNEL 8-1 GENERAL [Add the following:]. No field offices for AGENCY personnel will be required, however, the AGENCY personnel shall have the right to enter upon the project at all times and shall be admitted to the offices of the Contractor, at any time during the operation of the Work. j r E-13 SECTION 9 MEASUREMENT AND PAYMENT 9-3 PAYMENT 9-3.1 General [Insert the following after the second paragraph:] Compensation for items of work not specifically identified in these Special Provisions shall include all labor, materials, tools, equipment, safety measures, and supervision required to complete the work to grades and dimensions shown on the plans of staked in the field. There shall be no compensation except for the bid items specified in the Proposal. The cost of all work shown in the plans and specifications but not specifically identified as a bid item or described within a bid item shall be included in related bid items, and no additional compensation shall become due the Contractor by nature of compliance with the plans and specifications except as provided in Sections 3, "Changes in Work" of the Greenbook, as modified in these Special Provisions. [Delete the last paragraph and substitute with the following:]. At the expiration of 35 days from the filing and recording of the Notice of Completion of the Work, the amount deducted from the final estimate and retained by the AGENCY will be paid to the Contractor except such amounts as required to be withheld by properly executed and filed notices to stop payment, or as may be authorized by the contract. 9-3.2 Partial & Final Payment [Amend the first sentence of the first paragraph to read:]. The closure date for the purpose of making partial progress payments will be the last day of each month. The Contractor may request, in writing, that such monthly closure date be changed. The Engineer may approve such request when it is compatible with the AGENCY'S payment procedure. Each month, the Contractor shall meet with the Engineer, a minimum of three working days prior to the submittal of the progress payment to the AGENCY, to finalize and receive approval regarding the measurement of the Work performed through the closure date and the estimated value of the progress payment based on the contract Unit Prices or as provided for in Section 9-2. Any progress payment submitted without such approval will be considered incomplete and returned to the Contractor and no payment shall be considered until such approval is obtained. [Add the following to the end of the section:]. Payments will be withheld pending receipt of any outstanding reports required by the contract documents. In addition, the final progress payment will not be released until the Contractor returns the control set of specifications and plans indicating the as-built conditions. At the request and expense of the Contractor, who shall retain beneficial ownership and receive interest, if any thereon, the AGENCY shall permit the substitution and deposit therewith of securities equivalent to the amount of any monies withheld by the AGENCY. E-14 PART 2 CONSTRUCTION MATERIALS SECTION 200 ROCK MATERIALS 200-2 UNTREATED BASE MATERIALS 200-2.1 General [Add the Following:]. Untreated base to be used for the base course under asphalt concrete pavement shall be crushed miscellaneous base. Payment for Untreated Base will be made at the contract unit price per ton which shall include full compensation for furnishing all material required under untreated base in accordance with the plans and these special provisions and no additional compensation will be allowed therefor. SECTION 201 CONCRETE, MORTAR AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE 201-1.2 Materials. 201-1.2.4 Admixtures [Delete Subsection in total and replace with the following:]. jAdmixtures will not be permitted. 201-1.2.5 Fly Ash [Delete Subsection in total and replace with the following:]. Fly Ash will not be permitted. SECTION 203 BITUMINOUS MATERIALS 203-6 ASPHALT CONCRETE. 203-6.1 General [Delete the second paragraph and replace with the following:]. Asphalt Base Course shall be Type III-B2-AR4000. And Asphalt Surface Course shall be Type III-C3-AR4000. E-1 5 SECTION 213 ■ ENGINEERING FABRIC 213-3 PAVEMENT REPAIR MEMBRANE [Is hereby added to Section 213:]. 213-3.1 General Pavement Repair Membrane shall be PETROTAC or an approved equal nonwoven, needlepunched polypropylene fabric reinforced with rubberized asphalt mastic on the bottom side and precoated with asphalt on the top surface and conforming to the following: Properties Minimum Valve (Except as noted) Grab Tensile(mils) 200 Elongation(%) 80 TYP. Strip Tensile (lbs./in.) 50 Puncture Resistance (lbs.) 200 Permeance (perms) 0.10 Max. Pliability ('/4" mandrel) No cracks in fabric or (180 degrees bend @- 25 °F rubberized asphalt The work involved shall consist of placing a 12 inch wide strip of membrane over all cracks '/4 inch or greater that have been routed and sealed per the specifications. Any fabric damage during its installation or during its use shall be replaced. 213-3.2 Measurement and Payment i Payment for pavement repair membrane shall be per contract bid unit price which shall include full compensation for furnishing and placing pavement repair membrane. E-16 PART 3 CONSTRUCTION METHODS SECTION 300 EARTHWORK 300-1 CLEARING AND GRUBBING 300-1.3 Removal and Disposal of Materials. 300-1.3.1 General [Delete Subsection in total and substitute with the following:]. No burning will be permitted. No accumulation of flammable material shall remain on or adjacent to the right-of-way. The roadway and adjacent areas shall be left with a neat and finished appearance. In order to protect the public streets from deterioration due to hauling of materials, the Contractor shall submit, prior to the pre job meeting, for approval a proposed route for hauling of materials for disposal. Upon approval, the Contractor shall strictly adhere to that route, unless written permission from the Engineer is obtained to change the route. 300-2 UNCLASSIFIED EXCAVATION 300-2.1 General [Add the following:]. Unclassified excavation shall include excavating, removing, hauling and disposal of all material including asphalt concrete pavement to the subgrade elevations indicated on the plans as required to construct the new improvements. Removal of asphalt concrete, aggregate base and native soil shall be made at the locations shown on the plans, or as specified in the field by the Engineer. Asphalt pavement shall be removed to clean straight lines by saw cutting. The areas and quantities shown on the plans are given only for the Contractor's aid in planning the Work and preparing bids. The Engineer shall designate the limits to be removed and these designated areas shall be considered to take precedent over the areas shown on the plans. No guarantee is made that areas or quantities shown will equal the areas or quantities designated by the Engineer. 300-2.9 Payment [Add the following:]. Unless directed otherwise by the Engineer, stockpiling of removal material will not be allowed in or around the project site. Said payment shall also include full compensation for all required saw cutting of removal areas. E-17 SECTION 302 ROADWAY SURFACING 302-5 ASPHALT CONCRETE PAVEMENT 302-5.1 General [Add the following:]. Tarpaulins shall be used to cover all loads from plant to project. Each layer of asphalt concrete shall not exceed 0.25 foot in compacted thickness. Each layer shall be completely placed and compacted prior to commencement of successive layers. Tracks or wheels of spreading equipment shall not be operated on the top layer of asphalt concrete in any area until final compaction has been completed. Three-wheeled rollers shall not be permitted, and pneumatic rollers shall be used only on lower , layers. Initial breakdown compaction shall consist of a minimum of three coverages of layer of asphalt mixture. A pass shall be movement of a roller in both directions over the same path. A coverage shall consist of as many passes as are necessary to cover the entire width being paved. Overlap between passes during any coverage, made to insure compaction without displacement of material in accordance with good rolling practices, shall be considered to be part of the coverage being made and not part of a subsequent coverage. Each coverage shall be completed before subsequent coverage is started. Prior to placement of asphalt concrete, a tack coat of SS 1 H emulsified asphalt shall be applied to all contract surfaces. An asphalt leveling course shall be applied in depressed areas in accordance with the plans and/or as directed by the Engineer. An automatic leveling device shall be used on the paver unless omitted by the Engineer. Longitudinal joints between successive paving runs shall coincide with the traffic lanes lines. Contractor will be provided with striping plans for those roads where the striping will change prior to the start of work. Local streets will not be striped except for special cases for which striping plans will be provided. All other roads will be striped to match the existing pattern. 302-5.2 Cold Milling Asphalt Concrete Pavement 302-5.2.1 General [Replace the last sentence of the first paragraph with the following:]. The surface tolerance permitted as measured along a 10 foot straight edge shall be 3/8 inch laterally (except in crown areas) and 3/16 inch longitudinally. If in the judgment of the Engineer, , the joint cut varies from a straight line or ravels excessively, he may require the longitudinal joint to be saw cut. E-18 The Contractor shall protect all existing facilities during the planning operation and repair or replace any damage facilities. These existing facilities shall include but not be limited to: A. Concrete curbs, gutters, driveways and sidewalks. B. Roadside signs. C. Trees and shrubs adjacent to the Work area. D. Utility lines, vaults, manholes, valves and signal detector loops. 302-5.2.2 Equipment [Add the following:]. The planning machine shall plane without tearing or gouging the underlying surface, shall be adjustable as to crown and depth by tilting the drum axis, and shall be capable of cutting sharp straight longitudinal edge joints in the pavement. 302-5.5 Distribution and Spreading [Add the following:]. Prior to placing asphalt pavement overlay, all vegetation shall be removed from the cracks in the pavement and all joints between the pavement and concrete gutters by the Contractor. The surface to be overlaid shall be cleaned by the Contractor to remove moisture, dirt, grease, or other foreign matter which would reduce the bond between the overlay and the pavement. 302-5.8 Manholes [Delete Subsection in total and substitute with the following:]. The manhole and valve box locations and distance from curb to center shall be marked on the curb face by the Contractor. The method of adjusting manholes in areas for resurfacing shall be as follows: The asphalt pavement immediately adjacent to the manhole shall be removed, the manhole shaft extended with adjustment ring(s) to proper grade, the manhole frames and covers replaced, the manhole frames set in concrete, and the pavement replaced with a minimum of 2 inches of asphalt concrete. The finished grade of the water valve frame and cover shall be '/4 inches below the finish grade of the asphalt pavement. The h Contractor all o s notify affected utility owners at least 5 working days in advance of the need to commence work required prior to paving operations and again for work required after paving operations. The Contractor shall mark locations of utility vaults where utility companies specifically state adjustments shall be made after paving. If it is found to impractical for the 1 utility owner to complete remodeling or adjustment to structures, as evaluated by the Engineer, then the Contractor shall be absolved of further responsibility in connection therewith, and the structure shall be adjusted to grade by the utility owner under permit or ordinance procedure established by the AGENCY for utility cuts in pavement. E-19 Any new concrete surface on the inside of an AGENCY sewer manhole shall be applied with a Zebron or Sancon coating or an approved equal. Payment for sewer manhole coating and manhole adjusting will be made at the contract unit bid price per each which shall constitute full compensation. Payment for valve box adjusting will be made at the contract unit bid price per each which shall constitute full compensation. 302-5.9 Measurement and Payment [Amend the first paragraph to read:]. Asphalt concrete pavement will be paid for at the contract unit price per ton. Such price shall include removing existing raised pavement markers, preparation of subgrade, applying tack coat, and placement of asphalt concrete leveling course. 302-5.10 Crack Repair [Is hereby added to Section 302-5:]. Cracks '/4 inch and greater shall be cleaned for the entire crack depth using sandblasting, brushing, and air blowing techniques as required to provide a crack free from all debris, dust, loose material and moisture. Gouging or plowing may be required to remove incompressible deep in the crack. The cleaned crack shall be filled with granulated tire rubber, plasticizer and filler, as manufactured by Crafco as Road Saver 221, or approved equal. All crack filler material shall be in conformance with the following specifications: ASTM D1190, D3405, AASHTP M173. and Federal SS-S-164 and SS-S-104113. All holes shall be cleaned of loose materials and filled with AR4000 '/2 inch III-C-3 surface course and compacted to a smooth even surface with the adjacent existing pavement. 302-5.11 Measurement and Payment [Is hereby added to Section 302-5:]. Payment for crack repair shall be included in the contract unit bid price for Pavement Repair Membrane installation which shall include full compensation for furnishing crack routing, crack cleaning, and application of sealant and no additional compensation will be allowed therefor. 302-7 PAVEMENT FABRIC [Amend heading to read:]. 302-7 PAVEMENT FABRIC & PAVEMENT REPAIR MEMBRANE 302-7.2 Placement 302-7.2.1 Pavement Preparation ' [Add the following:]. The entire surface to be covered shall be free of water, foreign matter, vegetation, or dust before application of the pavement fabric. E-20 SECTION 303 CONCRETE AND MASONRY CONSTRUCTION 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS,ACCESS RAMPS, AND DRIVEWAY 303-5.5 Finishing. 303-5.5.4 Gutter [Add the following:]. When gutter is constructed at a rate of grade less than 0.30% it shall be water tested. If any portion of the newly constructed gutter is shown to pond water, that portion, including curb if applicable, shall be removed, reconstructed, and retested by the Contractor at no additional cost to the AGENCY. The exact limits of removal will be determined based on a survey conducted by AGENCY forces, unless otherwise directed by the Engineer. 303-5.9 Measurement and Payment [Add the following:]. Payment for concrete curb, gutter and sidewalk shall be per contract bid unit price. Such price shall constitute full compensation for required saw cutting, removal and disposal of existing curb, gutter and sidewalk. SECTION 306 UNDERGROUND CONDUIT CONSTRUCTION 306-1 OPEN TRENCH OPERATIONS 306-1.1 Trench Excavation. 1 306-1.1.1 General [Replace the last sentence in the third paragraph and add the following:] If groundwater is encountered, the Contractor shall dispose of it by any method acceptable to the Engineer. The trench shall be dewatered to a minimum depth of 12 inches below trench bottom. The cost of any dewatering shall be included in the cost of pipe construction and no additional compensation will be allowed therefor. 306-1.1.6 Bracing Excavations [Add the following:]. Payment for trench shoring will be made at the contract lump sum price which shall constitute full compensation. E-21 ' 1 306-1.2 Installation of Pipe 306-1.2.1 Bedding [Replace the second sentence of the second paragraph with the following:]. Bedding for sewer main and/or storm drain pipe shall conform to AGENCY Standard Plans. Additional bedding ordered by the Engineer, over the amount indicated on the plans due to unsuitable material, shall be paid for per Subsection 3-3. Bedding for pipe shall conform to AGENCY Standard Plans. 306-1.2.2 Pipe Laying [Add the following:]. One or two foot standard lengths of pipe shall be used for inlet and outlet connection to the manhole assemblies. 306-1.3 BACKFILL AND DENSIFICATION 306-1.3.3 Water Densified Backfill [Delete Subsection in total and substitute with the following:]. Water densified backfill will not be permitted. 306-1.3.4 Compaction Requirements [Delete Subsection in total and substitute with the following:]. Trench backfill shall be compacted to a relative compaction of 90% from the top of the bedding ' section to 12 inches below pavement subgrade, or finished grade where there is no pavement, and 95% from 12 inches below pavement subgrade to pavement subgrade. 306-1.6 Bases of Payment for Open Trench Installations [Delete the second paragraph and substitute with the following:]. The price per linear foot for pipe shall be considered full compensation for all wyes, tees and bends and specials shown on the Plans; the removals of interfering improvements; the excavation of the trench; the control of ground and surface water; the preparation of subgrade; the placement and joining of pipe; backfilling the trench; temporary and permanent resurfacing; and all other work necessary to install the pipe, complete in place. No additional compensation will be allowed therefor. E-22 SECTION 307 STREET LIGHTING AND TRAFFIC SIGNALS The text of Section 307 of the Standard Specifications is hereby deleted and replaced with the City of Huntington Beach Standard Special Provisions for the Construction of Traffic Signals and Street Lighting, March, 1994 Edition found in Appendix I. l 1 i 1 1 E-23 SECTION 310 PAINTING 310-5 PAINTING VARIOUS SURFACES 310-5.6 Painting Traffic Striping, Pavement Markings, and Curb Markings [Delete Subsection in total and substitute with the following]. All final street striping, pavement markers and signage shall be installed by AGENCY forces. The Contractor shall coordinate with the AGENCY's Traffic Signs and Markings Maintenance section, at(714) 536-5428 a minimum of four working days prior to final pavement surfacing or patching to , arrange for restriping of street. Payment for coordination shall be included in the contract unit bid prices of related items of work. Removal of Traffic Stripes,Pavement Markings, and Raised Pavement Markers: Traffic stripes shall be removed before any change is made in the traffic pattern, and before painting new stripes, markings, and installing new RPMs. Traffic stripes, pavement markings and raised pavement markers shall be removed to the fullest extent possible from the pavement by any method that does not damage the surface or texture of the pavement. Sand or other material deposited on the pavement or sidewalk as a result of removing traffic stripes and markings shall be removed as the work progresses. Accumulations of sand or other material which might interfere with drainage or might constitute a hazard to traffic will not be permitted. Where sandblasting is used for the removal of traffic stripes and pavement markings or for removal of objectional material, and such removal operation is being performed within ten feet of the traveled way, the residue, including dust, shall be removed immediately after contact between the sand and the surface being treated. Such removal shall be by a vacuum attachment operating concurrently with the blast cleaning operations. Pavement surface shall be "Fog-Sealed" after striping removal. Grinding shall not be permitted. Contractor will not be required to use a vacuum attachment under the following conditions 1. When approved by Agency. 2. When the blasting sand will be confined by mechanical means to a small area. 3. When a sweeper (preferably a vacuum e) will immediately follow the blasting p ( type) Y g operation or when traffic can be safely routed around the sand until it is swept up. i E-24 Temporary Striping, Signing,Raised Pavement Markers: The Contractor shall be responsible for the placement of all required temporary signing, striping, and markings and the removal of existing stripes and markings in the installation of required temporary striping. Traffic striping and markings shall be removed before any change is made in the traffic pattern. Removal shall be coordinated with the installation of new pavement markings to provide continuous, nonconflicting guidance to public traffic. ' Should temporary striping be required on the finished asphalt surface, the method and configuration must be approved by the City Traffic Engineer for approval prior to placement. Temporary centerline or median stripes for traffic control shall be placed at the completion of each days work to provide for night delineation for traffic separation. iAt no time shall the street be open to traffic without delineation to separate opposing traffic. Temporary delineation type shall be at the inspector's discretion. In general, temporary reflectorized markers are the preferred type of temporary delineation. Pavement Delineations Standards All pavement delineations shall conform to the standards of applicable portions of the current State of California, Department of Transportation Traffic Manual, Chapter 6, "Markings", and Standard Plans A20A-C and A24A-D, and the City of Huntington Beach Standard Plans. r ' E-25 APPENDIX I STANDARD SPECIAL PROVISIONS FOR TRAFFIC SIGNALS AND LIGHTING SYSTEM f1999 EDITION Yorktown Avenue Widening - CC 1017 ■ ' G:\Construction Contracts(CCs)\CC1017\TechProd\SPECS\Appdix-I.doc 1 , r rCITY 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 r r r r APPROVED BY: r V12�1200 Tom Brohard, Transportation Manager Date ' R.C.E. C24577, R.T.E. TR 724 r r r 1 STANDARD SPECIAL PROVISIONS S FOR THE CONSTRUCTION OFF TRAFFIC SIGNALS AND STREET LIGHTING IN 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. 1 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. 1 The contractor shall supply all materials and equipment necessa to perform the work pP Ynecessary as specified herein unless noted otherwise on the plans or in the contract Bid Schedule. The followingitems' are are modifications to specific portions of Section 86 "Signals, P P 9 , 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 r 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 r approved equal. . 86-1.03 Equipment List and Drawings , The following shall be added to §86-1.03: One compete 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 r §86-1.04 shall be amended to read: Materials lists, manufacturer's data, warranties, guarantees, brochures, technical r 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 Existing and Temporary Electrical Systems The first sentence of the sixth paragraph shall be amended to read as follows: r 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. r r 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 sums not in roadway areas II p p y eas 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 §86-2.05A 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. 12 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. 1 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. r . 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 §86-2.06A 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 Pull Box Lid (Christy Products, Inc., Catalog No.) Concrete Products, Inc., Catalog No.) 3-1/2 FL9 FL9D 5 FL30 FL30D 6 FL36 FL36D , Extension for 6 FL36X8 (n/a) TRAFFIC RATED PULL BOXES 3-1/2 B1017 B1017-61JH 5 B 1324 B 1324-61 J H 6 B1730 B1730-51JH 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 Y 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: i 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 rto §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 Groundinq 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. ' seventhparagraph shall be amended to read: The second sentence of the 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 r 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: energy utilized until h successful completion f the , All costs of all electricalgy t t e suc0 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 Testinq ' 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 i 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: II e responsible for the costs of electrical energy for testing of The City shall bgy g 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. ' r 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. ' 86-3.07B Cabinet Ventilation The first paragraph of §86-3.07B shall be amended to read: Rain tight, screened vent holes shall not be provided. Louvered vents with a g permanent metal mesh and 4-ply woven polypropylene air filter held firmly in ' place to permit the fan to pass the volume of air specified shall be provided in the cabinet door. 86-3.07D Cabinet Assessories 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 i 86-3.08B(1) Emergency Vehicle Pre-emption Equipment The followingshould be added to 86-3.086 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. 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: 1 Signal section housings, backplates, and visors shall be plastic type, unless noted otherwise on the plans, and shall be black in color. ' Page 16 Huntington Beach 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: l indications red ellow, and green) All indications shall be 12-inch diameter. All (red, y g ) ' 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 §86-5.01A: Detector loops shall be the type or types shown on the plans. 86-5.01A(3) Sensor Unit Construction The following shall be added to §86-5.01A: ' All loopdetector amplifiers in Type P cabinets, shall be single channel. p YP 9 Amplifiers shall be Detector Systems, Inc., Model 913B or Eberle Model LM3.01T, 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 §86-5.01 A(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 r Detector Circuits. Heat-shrink tubing is disallowed. 86-5.01 B Video Detection ' The following shall be added to §86-5.01(B): h I ' 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 "L" or "I" brackets as needed for side-of-pole or ' luminaire mount as indicated on plans. Vantage Plus Processor(s) as follows: One each six-camera capable Vantage Plus 19-inch EIA Rackmount ACU. 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 p Yp ' 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 generally conform 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. 1C1-20F6 (or approved equal). When the plans specify 70 Watt High Pressure Sodium Vapor HPS Luminaires P p fY 9 p ( ) one of the following luminaire types shall be installed: rLumec / Schreder CatalogHBS 7 No. 0 HP S M C3F120/277 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 150HPS MC3 120/277 CWA GLS FS1 PH8 (Multi-tap ballast) ' Lumec / Schreder Catalog No. HBS 150HPS MC3F120/240 CWA GLS FS1 PH8 (120/240 VAC ballast) ' 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 MC317120/277 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 MC3F120 CWA GLS FS1 ' (for Signals Only) Lumec / Schreder Catalog No. HBM 400HPS MC3F120/277 CWA GLS FS1 (Multi-tap ballast) 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. 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. . I 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\ENG\KERENYI%GUIDELINES\STANDARD SPECIAL PROVISIONS 2001 DOC APPENDIX II STANDARD PLAN INDEX ' No. Description 100 Sheets 1, 2 and 3: General Notes ' 202 Curb and Gutter Section 207 Sidewalk 210 Alley Approach ' 212 Sheets 1 & 2: Curb Ramp at Corner Radius 601 One Inch Water Service with 3/4" Meter ' Yorktown Avenue Widening - CC 1017 1 1 G.1Construction Contracts(CCs)\CC1017\TechProd\SPECS\Appdix-II doc General Notes - 1. All work shall conform to the latest edition of the "Standard Specifications for Public Works Construction" and supplements thereto (APWA/AGC, "Green Book'). unless specifically noted otherwise. 2. All work shall conform to these Standard Plans, the Landscape Standard Plans, the Water Division Standard Plans and City Ordinances. J. The contractor shall notify the Public Works Department at 536-5431 at least 48 hours prior to beginning any work. Inspection hours ore between 7: 00 A.M. and 4:00 P.M. Monday through Friday, excluding holidays. 4. All work within public right of way or easements requires that a permit be obtained from the Public Works Department. 5. The contractor shall be responsible for providing all testing required by the City. 6. The contractor shall keep a signed set of approved plans and a copy of the construction permit on the job site during working operations. 7. All work shall comply with conditions established by the California Regional Water Quality Control Board. ' B. Working hours are 7:00 A.M. to 6: 00 P.M. Monday through Saturday, excluding holidays. These hours may be subject to further limitations by Traffic Control requirements. 9. The contractor shall comply with all applicable federal, state and local safety ' requiremen ts. 70. The contractor shall restore or replace in kind all existing improvements disturbed during construction including, but not limited to street striping, landscaping and signs. 11. All work performed shall be guaranteed for a one year period. 72. One sack slurry backfill shall be used for all trench crossings of streets and all trenches within alleys. Traffic Control and Safety 1. Barricading and detouring shall be in conformance with the requirements of the current State of California Department of Transportation Manual of Traffic Controls for Construction and Maintenance Work Zones, and shall be approved by the inspector prior to any work. 2. No street shall be closed to traffic without written permission from the City Traffic Engineer except when directed by law enforcement or fire officials. J. The contractor shall make every effort to provide for smooth traffic flow and safety. Access shall be maintained for a// properties adjacent to the work. 4. Detouring operations for a period of six consecutive calendar days, or more, require ' the installation of temporary street striping and removal of interfering striping by sandblasting. The detouring striping plan or construction traffic control plan must be submitted to the City Traffic Engineer for review and approval. 5. All traffic control devices shall be restored to their original condition at the end ' of the work to the satisfaction of the City Traffic Engineer. 6. Traffic control devices (TCD's) shall remain visible and operational at all times. ' Utilities and Underground Work 1. All utility companies having facilities within the area of work shall be notified at least 48 hours prior to beginning work. APPROVED: CITY OF HUNTINGTON BEACH IM DEPARTMENT OF PUBLIC WORKS F0 CITY ENGINEER STANDARD PLAN DATE: March 21, 1994 GENERAL NOTES 1 00 1 of 3 Utilities and Underground Work Cont. ' 2. All utility services shall be installed below water mains and appurtenances with ' two feet minimum clearance where the lines cross. Utility conduits, laterals and services shall not be allowed within five feet of parallel water facilities. Separation of sewer, water, and reclaimed water lines shall conform to State of California, ' Deportment of Health Standards and City Water Standards. J. All utility services shall be installed a minimum of 2' beyond the right—of—way line prior to paving of streets. 4. Water facilities and systems shall comply with City Water Division Standards and Specifications and shall be inspected by the Water Division Inspector. 5. All required water facilities including fire hydrants and appurtenances shall be accessible and fully operational prior to constructing any permanent structure ' using combustible materials. 6. All utility service lines shall hove a location identity marking chiseled on the top of curb (i.e. "S" for sewer, "G" for gas, "W" for water). , 7. All V.C.P. shall be laid with mechanical joints, "Wedgelock'; "Speed Seal", "Band Seal" or approved equal. 8. All gravity sewers shall be air tested in accordance with section 306- 1.4.4 of ' the Standard Soecifications for Public Works Construction. 9. The sewer contractor shall furnish the developer and the City Engineer with the location of wyes and house connections as constructed. All sewer manhole ' frames and covers shall be left 6" below finished grade. The sewer contractor shall raise the manhole and covers to 1/8" below the finished grade upon completion of surfacing. 10. Backfill of all trenches shall be compacted to a minimum relative compaction of 90% in the upper three feet, measured from the pavement surface, or from finish grade where there is no pavement. Compaction shall be verified by a soils report prepared by a registered engineer. 11. Trench resurfacing shall be completed as soon as possible, but no later than five working days after subgrade compaction has been completed. 72. All utilities shall be bored under crteric/ highways unless otherwise , approved by the Citygineer.En 73. No streets shall be open—cut if paved or sealed within the previous two years, except for emergency repairs or as deemed necessary by the City Engineer. Such open cuts shall be slurry sealed to the limits required by the City Engineer. 74. All sewer mains and storm drains shall be Closed Circuit Television Inspected (_.C. T Vl.) within one hour after clear water flushing said facility and a video tape record shall be submitted to the Public Works Inspector. ' 75. All existing street lighting installations shall be protected in place unless construction plans note otherwise. Disrupted or damaged street lighting systems shall be repaired or replaced to the current Public Works Department Standards ' as directed by the City Traffic Engineer. 16. All streets that are slurry seo/ed, fog sealed, or chip sealed shall have all existing striping and raised pavement markers sand blasted prior to sealing. , Striping and raised pavement markers will be replaced to the satisfaction of the City Traffic Engineer. APPROVED: CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS CITY ENGWEER STANDARD PLAN EV!SION LATE: March 21. ,g9G GENERAL NOTES i00 2 of 3 1 Special Requirements for Development Projects ' I. All tests as required by the City shall be at the' contractor's expense. 2. Cable television conduit shall be installed per Std. Plans 214 and 215. J. Curb and gutter shall be constructed prior to installation of water system, unless the water system is staked by the engineer. Such staking shall provide for alignment, cuts, location of all services and meters, gate valves, fire hydrants, and any other staking required by the City Engineer. Any damage to water system by subsequent construction shall be repaired by complete replacement of damaged section. 4. Curb and gutter grades shall be designed to exceed .or meet the City minimum ' requirements of 0.509'. Grades less than 0.507 require prior written permission from the City Engineer. 5. The structural street sections on the plans are for estimating purposes based on an "R" value of 5. Alternate sections require approved engineering calculations based on a soils report prepared by a reputable soils engineering company. No sections less than the City's minimum will be allowed. 6. After the A.C. surfacing has been completed at least one week, on asphaltic emulsion seal coot shall be applied at the approximate rate of 0.45 gallons per square_yard. 7. Damaged City owned street light conduit or cable shall be replaced from pole to pole. Southern California Edison Company owned street light cable and conduit shall be repaired or replaced to the satisfaction of S.C.E. 8. For subdivision work within the City, the final or surface layer of asphalt ' concrete shall not be placed until all on—site improvements have been completed, including all grading, and until all unacceptable concrete is removed and replaced at the direction of the City Engineer. 9. Asphalt concrete shall meet the requirements of Section 400 of the "Green Book" and the viscosity grade of paving asphalt shall be AR 4000. 10. For asphalt concrete the exact proportions of aggregate and the amount of asphalt binder for each type of mixture shall be regulated as directed by the ' City Engineer. However, as a general guideline, the required asphalt content for the City of Huntington Beach asphalt concrete mix designs will be as follo ws: Arterial High ways 3/4" (III—B-2) Base Course 5.4% 1/2." (111—C-3) Surface Course 5.8% Non—Arterial Hic7hways 3/4" (III—B-3) Base Course 5. 79 ' 112" (111—C-3) Surface Course 6.0% APPROVED: CITY OF HUNTINGTON BEACH ' DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN ' DATE: March 21, 1994 GENERAL NOTES 100 3 of 3 CURB FACE 4" 5" 6" 8" 'X' 10.5 11.5 12.5" 14.5" ' 'Y' 1" 1.25" 1.5" 2" 'Z' 31" 31.25" 31.5" 32" 'Z' " 1/2" RADIUS 6 ,Y 24", �1/2" RADIUS ' CURB FACE ' a 3/8„ ° N 1 �3/4» R. ; LIP k 2 — 1/2" < , RAD. A.12 C. " � ° OOO O O ° o PLAN A B REQ'Q UNLESS NOTED ON o°�® L 8 002 cgO NO TES: Ol CHAMFERED I" X 2" KEY TO BE CONSTRUCTED WHEN CONCRETE SIDEWALK IS ' REQUIRED BACK OF CURB. 0 KEY L OCA TION AT DRI VEWA YS. GENERAL NOTES: ' 1. PROVIDE WEAKENED PLANE OR QUICK JOINT AT 10' MAX. SPACING AND AT DRIVE APPROACHES, B.C. 'S, E.C. 'S, CROSS GUTTERS AND CATCH BASIN TRANSITIONS. 2. 6" MINIMUM CURB FACE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER , J. 8" CURB FACE ON ARTERIALS APPROVED: CITY OF HUNTINGTON BEACH +� DEPARTMENT OF PUBLIC WORKS ' CITY ENGINEER STANDARD PLAN DATE: March 21, 1994 CURB AND GUTTER SECTION 202 ' 1 .. 6 4 3,. SLOPE" PER 1' 4': ' - C.F. VARIES -I P ' SECTION A-A 2 o 0 ° 00 z B.C. Z'-J5' (ARTERIAL HWY. TO ARTERIAL HWY.) J5' (ARTERIAL HWY. TO LOCAL ST.) ' 25' (LOCAL ST TO LOCAL ST.) ' � q R/N / ' 1 Q 4" THICK R=5.33' 3 CONC. SIDEWALK 1 7 PLAN NO TES: Ol WEAKENED PLANE OR QUICK JOINT AT 10' MAX. O.C. 2 0 GROUT BETWEEN SIDEWALK AND BLOCKWALL. O3 REFER TO STD. PLAN 212 CURB RAMP DETAILS. ® CHAMFERED 1" X 2" KEY. ' GENERAL NOTES: I. 'R' TO BE DETERMINED BY SUBTRACTING THE SMALLER 'P' FROM 'Z'. ' APPROVED: � CITY OF HUNTINGTON BEACH ' DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN ' DATE: March 21, 1994 SIDEWALK 207 ' I 3.5' MIN. 0. 17 I RIW A I Rlw , N 4" THICK CONC. I I GRADE BREAK SIDEWALK 8" CONCRETE I ' BROOM FINISH I 1 -7r- A 3' 20' RESIDENTIAL, 3' 30' COMMERCIAL PLAN I 1 R W ' 3/4 LIP 8., 2% , 15� MAX. I <d o n I ° L 3.5' MIN. I I 2 SECTION A-A NEW CONSTRUCTION NO TES.- BA CK OF DRI VEWA Y CAN BE DEPRESSED A MAX. OF 2" FOR 8" C.F. O2 6"x6'; NO. 6 MESH. APPROVED: CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN DATE: March 21, 1994 ALLEY APPROACH 210 NOTES: n T SEE NOTE 10 1O 12" WIDE BORDER WITH 1/4" GROOVES APPROX. 3/4" O.C., f A 114" DEEP. i O2 COAT BROKEN SURFACE WITH 8'33% I CONCRETE BONDER. A.LL EXIST MAX. Na- „D„ CONCRETE TO BE REMOVED �T i SHALL BE SAW-CUT AS YF.) ' I DIRECTED BY THE ENGINEER. „C„ ANY EXISTING SIDEWALK THAT /S DAMAGED OR REMOVED ' DURING CONSTRUCTION SHALL - B -�- I BE REPLACED WITH 4" THICK CONCRETE. I ! ! 0 RZ II 0VE CURB. SEE TABLE SEE NDTE 07 SHEET 2 of 2 5'- -� ® PROTECT GUTTER PLATE IN PLAN I PLACE REMOVE AND REPLACE EX/STING GUTTER PLATE IF IT IS IN POOR CONDITION (AS CONSTRUCT RETAINING v ONS-;ii CT DETERMINED BY ENGINEER). CURB, HEIGHT VARIES wEAKENED D'--ANE DO NOT UNDERCUT EXIST I J01 N T GUTTER IF IT IS IN POOR CONDI TION AND I T IS TO BE RE-MOVED AND REPLACED. � DEPRESSION D CURB SHALL HALL NOT 1 f BE CONSTRUCTED BY h'C'RIZON TAL SAW CUT. L "A" SEE TABLE 0 C�� AC_CURE E 7 THE SIDES OF THE RAMP NEED SHEET 2 of 2 ELEVATION NOT BE PARALLEL, BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 5. UNDERCUTIEn T EXIS T/NG GUTi j'7 PL/-', i _ '� ,� TRA�TsITIays FROM RAMPS To SEE NCTE ; ) WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF RE^nOV= EXISTING PCC ABRUPT CHANGES. CONS7;;U" T C z 4' - r„ S/... ..... 17' ..... ... ::4': ......... ........ r Lu ; ? XIST/NG GU I T ER ? �- ' 4� I PLATE 6"4_I I I �- 4 SECTION A— A 2" — CITY OF HUNTINGTON BEACH �a ' a=tT,v1T.\T Or FUSL C WORKS G'Tv -NG:N=--ri CURB RAMP STANDARD PLAN 212 R_ .-�CN D'T �e� 98 AT CORNER RADIUS 2 :� SEE SHEET 1 of 2 NOT E. THE RAMP SHALL HA,VE A 12" WIDE BORDER "A" "B" ^/l TH 114" GROOVES APPROXIMA TEL Y 314" ON CENTER. SEE GROOVING DETAIL. 4„ 5' MIN RAMP "X 's THAT HAVE A RAMP SLOPE 5" 6' MIN FLATTER THAN 6.677 SHALL HAVE A DETECTABLE WARNING SUP,FACE THAT 6" 7' MIN EXTENDS THE FULL WIDTH "D" ALONG Ti-E 7" 8' MIN BCTTOIn OF RAMP "X" AND HAVE A 24" t'&NIML'U,1 LENGTH ALONG THE CURB FACE. 8" 9' MIN DETECTABLE r'/ARNING SURFACES, AT THE ' OPTIGN CF THE CONTRACTOR, SHALL BE CONS TJ=;UCTED BY CAST—IN—PLACE OR (—APPROXIMA TEL Y 314" 0.C. ST A,'rP_D METHOD (APPROVED BY THE ENGI;�IL_Rj, OR CONSIST OF A PREFABRICATED SL;PFA,CE. THE PPEFABPICA. TED SU,4�4CE SHALL CONFORM TO THE REOUIRMENTS IN T, E I SPEC/AL ROVISIGNS. "C" /S LESS THAN 2.5, CONSTRUCT 2% LAND'iNG FROM GUTTER TO BACK OF WALK. 114 —, GROOVING DETAIL ;;�E,'.; SETECTABLE WA;�NInJG SURFACE IS NOT Rr L%;P=J ON A CJ, P RAMP, THE CONCRL-TE _I1.67"L�— Fir�JISF; GF THE RAMP AND ITS FLARED SIDES 0.C. S;;;AL L A VE A TRANSVERSE BROOMED SURFAC F TEXTURE ROUGHER THAN THE �� O SURRGU:JDING S'OEWALK. 1.67" 0.C. O 'Z) UTIL l T'Y PULL 'BOXES, MANHOLES, VAULTS AND AI L -jT,`;FR UTILITY FACILITIES V//THIN THE BGUN0ARIES OF THE CURB RAMP WILL BE OO OO RELOCATED B Y THE 0 r�/PJER PRIOR T0, OR IN2.35"' O.C. CONJUidCTION 1r�11TH, CURB RAMP CONSTRUCTION. RAISED TRUNCATED SLOPE OF ADJOINING GUTTERS, T,—;E DOME PA TTERN ROADS :;FACE IMMEDIA TEL Y ADJACENT TG THE RAMP AND CONTINUOUS PASSAGF TO Tr.'E URB SHALL NOT EXCEED 5% WITH/N 20 4' OF = TOP OR 1 O TTOM OF THE CURB F .45" 0 n PROVICE 2-5 M/L PLASTIC (VISQUINc) COVER/-"!C FOR 24 HRS AFTER CONCRETE , O CONE T I—'C TION. 90" RAISED TRUNCATED DOME DETECTABLE WARNING SURFACE c:\ACAD\LOT.HR0P\RAMP .-DWG CITY OF HUNTINGTON BEACH 0) 0r PUBLIC WORKS ' c; _uc,wE E'R CURB RAMP STANDA'D AN �;_. -e�rucry 9 9 E AT CORNER RADIUS Z 01 2 r i' SURFACE OF ROAD ASPHALT CONCRETE C, BROOKS 4— TT TRAFFIC BRASS TAG BOX (COVER MARKED AND POINT 10.25" "SURVEY") SET IN ° CONCRETE , ° CONCRETE FILL a i 1- • I is FIRM SOIL II 2" GALV. IRON PIPE CLASS "B" CONCRETE ° I d GENERAL N 0 TES: 1. THE CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS SHALL CHECK ALL POINTS PRIOR TO ACCEPTING THE FINAL LOCATION OF THE MONUMENT WELL. ' ALL COMPLETED MONUMENTS MUST BE CHECKED PRIOR TO FINAL ACCEPTANCE. 2. THE SURVEY POINT LOCATION SHALL BE REFERENCED BY 4 — 2' TIES /N ADD TION TO ACCEPTABLE CURB TIES. 3. TO BE INSTALLED AT ALL STREET INTERSECTIONS, OTHER THAN TWO LOCAL STREETS (60' R/W OR LESS), AND AT ALL QUARTER QUARTER, QUARTER, AND SECTION CORNERS APPROVED: CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN DATE: March 21, 1994 SURVEY MONUMENT 219 , h MANHOLE FRAME AND COVER. SEE STD. PLAN 307. TOP OF PAVEMENT OR EXIST. GRADE —2" AC PAVEMENT =III-FI I 7CL 1' MIN. 2' MAX "B" CONCRETE COLLAR ctoT STEP SHALL BE 12ELOW FINISHED GRADE Lj Qc W j v �O 48 GENERAL NOTES: r 1. APPROVED MANHOLE ADAPTORS REQ'D. FOR PLASTIC PIPE. 2. INSTALL MANHOLE WITH STRAIGHT SIDE DOWNSTREAM. J. TYPE OF STEP—STEEL REINFORCED CO—POLYMER POLYPROPYLENE MANHOLE STEP TYPE PS2—PFS. 4. GROUT ALL JOINTS AND VOIDS SMOOTH AND WATER TIGHT, INSIDE AND OUT 5. FORM KEY IN BASE AND SET M.H. IN GROUT AFTER BASE HAS SET (MIN. 24 HOURS). 6. ALL OPENINGS TO BE CONST INTO EXISTING M.H. SHALL BE BY CORE DRILLING. 7. MANHOLE BASE SHALL BE POURED ON UNDISTURBED SOIL. 8. CONSTRUCTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS. 9. THE MANHOLE PIPES AND GRADE RING SHALL BE ARRANGED IN ORDER OF LONGER TO SHORTER LENGTHS FROM BOTTOM TO TOP. 10. MANHOLE DETAILS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 11. MANHOLE SHALL MEET OR EXCEED THE REQUIREMENTS OF A.S. T.M. C-478 SPECIFICATIONS WHERE APPLICABLE. APPROVED: CITY OF HUNTINGTON BEACH +d DEPARTMENT OF PUBLIC WORKS CITY ENGINEER „ 48 REINFORCED STANDARD PLAN DATE: March 21, 1994 CONCRETE . MANHOLE 306 f EXISTING SIDEWALK 15' OR FINISHED GRADE (TYP) 6 CURB FACE 4 OR EDGE OF PAVEMENT 8 II E LEVEL 5 = 111 14 A.W.G. INSULATED R=30' COPPER WIRE SPIRAL I �INATIVE SOIL MIN WRAPPED AROUND PIPE COMPACTED 95% + 2 1 22.5* WATER MAIN GENERAL NOTES 1.) REFER TO THE GENERAL NOTES OF STANDARD PLAN 600 A. B & C. 2.)REFER TO STANDARD PLAN No. 220 FOR CONSTRUCTION IN EXISTING SIDEWALKS. 3.) METER SHALL BE CENTERED HORIZONTALLY WITHIN METER BOX AND AT 90 * TO CURB AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANU'F ACTURER'S WRITTEN INSTRUCTIONS. 4.)HOLESAW TYPE CUTTER REQUIRED FOR ALL TAPS. 5.)PROVIDE BACKFLOW PROTECTION AS REQUIRED BY INSPECTOR. 6.) SERVICE CONNECTION TO WATER MAIN SHALL BE INSTALLED A MINIMUM OF THREE FEET FROM ANY COLLAR FITTING END OR SERVICE. 7.) METER BOX SHALL NOT BE INSTALLED WITHIN DRIVEWAY. 8.)METER SHALL BE INSTALLED LEVEL WITHIN METER BOX. 9.) WHEN METER BOX IS INSTALLED IN TRAFFIC WAY, USE TRAFFIC RATED METER BOX. 10.) AR = AS REQUIRED. ITEM DESCRIPTION SPECIFICATION OTY SERVICE SADDLE. 02510.8 1 O CORPORATION STOP, PACK-JOINT, 1-. 02510.8 n3 PE 3408 PLASTIC PIPE, 1", IRON PIPE SIZE. 02510.8 AR n4 ANGLE STOP. 1' PACK-JOINT INLET X 3/4- OUTLET. 02510.8 O3/4- WATER METER, WITH TOUCH-READ REGISTER AND SENSOR. 02083.1 OPOLYMER CONCRETE METER BOX, WITH ONE PIECE POLYMER CONCRETE COVER, INCLUDING '02084 QUICK-READ PORT. SEE GENERAL NOTE 9 FOR TRAFFIC-WAY INSTALLATIONS. OIN CONTAMINATED SOILS USE TYPE K COPPER SERVICE LINE, (OMIT COPPER WIRE), AND 02510.8 USE NITRILE CASKETS. G) 90* ELL, 3/4*. 02510.8 0 BALL VALVE, 3/4-. 02510.8 APPROVED: CITY OF HUNTINGTON BEACH *-J 10 10 8 DEPARTMENT OF PUBLIC WORKS UC CITY ENGINEER PLAN 1 WATER SERVICE WITH 3/4" METER STANDARD 1 DATE: 6/23/99 AND TOUCH-READ SYSTEM . 601 1 TOP OF ASPHALT PAVEMENT w J e ., . .. ! e m Z �• •� .• • Z \Q J OEL 3 w 8" ALL AROUND N W W W W J W � a o > 14 A.W.G. COPPER WIRE a z O WITH I2" LAP INSIDE COVER > W `- X c N W — w ° O (ONE PIECE) r GENERAL NOTES 1.) TOP OF VALVE BOX SHALL BE FLUSH WITH TOP OF PAVEMENT 2.) REFER TO GENERAL NOTES ON PUBLIC WORKS STD PLAN 100. 3.) RADI❑ LOCATION TAPE OR COPPER WIRE SHALL BE SECURELY TAPED TO THE INSIDE OF THE VALVE BOX. ITEM DESCRIPTION SPECIFICATION OTY O1 VALVE BOX COVER, MARKED 'WATER' 02085.9 1 kAPP)ROVED:8• P.V.C. SCH 100 02530.9 AR CONCRETE COLLAR 03300 1 • CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS CITY ENGINEER STANDARD PLAN DATE: 6 23 99 VALVE BOX .ASSEMBLY 6 1 2 APPENDIX III CORNER RECORD TIE INFORMATION Yorktown Avenue Widening - CC 1017 GAConstruction Contracts(CCs)\CC1017\TechProd\SPECS\Appdix-III doc � SENATE BILL ,s63 1 1 1 1 i f 1 i 1 1 1 1 1 1 Vicki L. Wilson,Director �1 0, C 3CC?�. a Scree: COUNTY OF ORANGE Santa Ana.G-% n P.O.Box 4048 PUBLIC FACILITIES & REsOURCES DEPARTMENT Santa Ana,G-% 92702-434S �9LlFOR�~P Telephone: ('14) 834-2300 Fax: (,14)834-5188 \ovember 20, 2000 To: City Engi es Surveying, Engineering and Title Companies Subject: Subdivision Mapping Procedures and New Legislation Effective January 1 2001 J PP .. ., � , This past year has brought about important changes to existing legislation and the procedures that urveyor and P _ � P _ .. � p surveyors engineers use to provide surveying services. Enclosed is a letter from Gary Cowan, Assistant Tax Collector, clarifying the County's Subdivision Nlap Tax Bonding Procedure. Please note that: '`Parcel/Tract maps need to be recorded by December 31 deadline. Title Companies must submit their maps two weeks prior to this date." Also enclosed is a memorandum from Christopher Dargan,Deputy County Counsel, on the execution of corporate documents. It is based on a recently issued California Supreme Court ruling clarifying the rules applicable to the execution of documents by corporations. This includes corporate signatures on subdivision maps and is already in force in Orange County. Senate Bill 1 563 is the most significant surveying and mapping legislation that becomes effective January 1, 2001. Major changes/additions include the following: • Requirements to take the LSIT Exam. • Deletion of a portion of Section 8761 of the Professional Land Surveyors Act that mandates specific requirements on even, map and plat issued by a Licensed Land Surveyor or Civil Engineer. • Section 8771 of the Professional Land Surveyors Act(Monument Preservation)has been revised and expanded to include easements and resurfacing of street monumentation requirements. This section also requires pre and post construction corner records, effective in this office, January 1, 2001. • This bill also includes, a 10 day, requirement to the preparer of the subdivision map by the County. Recorder on subdivision maps and a 10 day notification to the preparer of records of surveys or corner records by the County Survevor. I have enclosed Senate Bill 1563 for your review. Please feel free to discuss procedural changes with my staff or me. Very truly yo rs, rioh Canas Co my Surveyor Attachments: Tax Bond Letter, Gary Cowan, 7/6/2000 "Execution of Corporate Documents", memorandum,Christopher Dargan, 7/19/2000 Senate Bill 1563 mac: Vicki Wilson Ken R. Smith Senate Bill No. 1563 CHAPTER 67S An act to amend Sections 8741, S761, 8762, 8771, and 8773.2 of the Business and Professions Code, and to amend Section 66466 of the Government Code,relating to land surveyors. [Approved by Govcmor September 23.2000.Filed with Secreary of SL7tc September 26,2000.) LEGISLAM c COUNSEL'S DIGEST SB 1563, Leslie. Real property. (1) Existing law, with respect to licensure under the Professional Land Surveyors' Act, authorizes the Board of -Professional Engineers and Land Surveyors to prescribe by regulation reasonable educational or experience requirements but not to exceed 2 years of postsecondary education in land surveying for admission to the first division of the licensure examinaton. This bill would require the board to prescribe by regulation reasonable educational or experience requirements to include 2 years of postsecondary education in land surveying, 2 years experience in land surveying, or a combination of one vear of postsecondary education and one year of experience in land surveying for admission to the first division of the examination. (2) Existing law requires every map or plat issued by a licensed land surveyor or registered civil engineer to show the bearing and length of lines, scale of map and north arrow, the name and legal designation of the property depicted, and the date or time period of the preparation of the map or plat- This bill would delete the requirement that these items be included on each map or plat issued by a licensed land surveyor or registered civil engineer. (3) Existing la-w requires the perpetuation by specified means of the location of monuments that control the location of boundaries and improvements or that provide survey control when a highway, right-of-way, or easement is improved, constructed, reconstructed, or relocated. This bill would additionally impose this requirement when a highway, right-of-way, or easement is maintained or resurfaced and would specify that it applies only if the monument could be destroyed, damaged, covered, or otherwise obliterated as a result of these activities. (4) Existing lave provides for the filing of a record of survey, after the making of a field survey with the county surveyor, and the record of survey to thereafter be filed with the county recorder. 92 , Ch. 678 —2— This bill would require the counn• recorder . to provide the preparer of the map with the filing data, as defined, within 10 days of the filing if a postage',-paid, self-addressed envelope or postcard was submitted by the preparer. The bill would also require the county surveyor to provide the preparer of a corner record with applicable filing data, as defined, within 20 days of a final filing if a postage-paid, self-addressed envelope or postcard was submitted by the preparer and the county surveyor's office does not maintain an electronic data base of filed comer records that is accessible to the public. The bill would also make certain clarifying changes in the act, and conforming changes in provisions of the Subdivision Iviap Act, as specified. The bill would impose a state-mandated local program because it requires local officials to provide a higher level of service. (5) This bill would incorporate additional changes in Sections 8761 and 8771 of the Business and Professions Code proposed by SB 1863, to become operative only if both bills are enacted and become operative on or before January 1,2001,and this bill is enacted last. (6) The California Constitution requires the state to reimburse local agencies and school districts for certain costs mandated by the state. Statutory provisions establish procedures for making that reimbursement. This bill would provide that no reimbursement is required by this act for a specified reason. The people of the State of California do enact as follows: SECTION 1. Section 8 741 of the Business and Professions Code is amended to read: 8741. (a) The first division of the examination shall test the applicant's fundamental knowledge of surveying, mathematics, and basic science. The board shall prescribe by regulation reasonable t educational or experience requirements including two years of postsecondary education in land surveying, two years of experience in land surveying, or a combination of one year of postsecondary education and one year of experience in land surveying for admission to the first division of the examination. Applicants who have passed the engineer-in-training examination, or who hold professional engineer registration, are exempt from this division of the examination. The second division of the examination shall test the applicant's ability to apply his or her knowledge and experience and to assume responsible charge in the professional practice of land surveying. 'j (b) The applicant for the second division examination shall have successfully passed the fast division examination, or shall be exempt therefrom. The applicant shall be thoroughly familiar with (1) the procedure and rules governing the survey of public lands as set forth in "Manual of Surveying Instructions," published by the Bureau of 1 92 t —3— Ch. 678 Land Management, Department of the Interior, 'Washington, D.C. and (2) the principles of real properr relating to boundaries and conveyancing. (c) The board may by rule provide for a waiver of the first division of the examination for applicants whose education and experience qualifications substantially_ exceed the requirements of Section 8742. (d) The board may by rule provide for a waiver of the second division of the examination and the assignment to a special examination for those applicants whose educational qualifications are equal to, and whose experience qualifications substantially exceed, those qualifications established under subdivision (c). The special examination may be either writ en or oral,or a combination of both. SEC. 2. Section 8761 of the Business and Professions Code is amended to read: 8761. Any licensed land surveyor or registered civil engineer may practice land surve%mg and prepare maps, plats, reports, descriptions, or other documentary evidence in connection with that practice. All maps, plats, reports, descriptions, or other documents issued by the licensed land surveyor or registered civil engineer shall be signed by the surveyor or engineer to indicate the surveyor's or engineer's responsibility for them. In addition to the signature, the map, plat, report, description, or other document shall bear the seal or stamp of the licensee or registrant and the expiration date of the license or registration. If the map, plat, report, description, or other document has multiple pages or sheets, the signature, seal or stamp, and expiration date of the license or registration need only appear on the originals of the map or plat and on the title sheet of the report, description,or other document. It is unlawful for any person to sign, stamp, seal, or approve any map, plat, report, description, or other document unless the person is authorized to practice land surveying. SEC. 2.5. Section 8761 of the Business and Professions Code is amended to read: 8761. Any licensed land surveyor or registered civil engineer may practice land surveying and prepare maps, plats, reports, descriptions, or other documentary evidence in connection with that practice. All maps, plats, reports, descriptions, or other documents issued by the licensed land survevor or registered civil engineer shall be signed by the surveyor or engineer to�indicate the surveyor's or engineer's responsibility for them. In addition to the signature, the map, plat, report, description, or other document shall bear the seal or stamp of the licensee or registrant and the expiration date of the license or registration. If the map, plat, report, description, or other document has multiple pages or sheets, the signature, seal or stamp, and expiration date of the license or registration need only appear on the originals of the map or plat and on the title sheet of the report, description,or other document. 92 Ch. 678 —d— It is unlawful for any person to sign, stamp, seal, or approve any map, plat, report, description,. or other document unless the person I is authorized to practice land sureving. It is unlawful for any. person to stamp or seal any,map, plat, report, description, or other document with the seal after the certificate of the licensee that is named on the seal has expired or has been suspended or revoked, unless the certificate has been renewed or reissued. SEC. 3. Section 8762 of the Business and Professions Code is amended to read: 8762. After making a field survey_ in conformity with the practice of land surveying, the surveyor or civil engineer may file with the county surveyor in the county in which the survey was made, a record of the survey. After making a field survey in conformity with the practice of land surveying, the licensed land surveyor or registered civil engineer shall file with the county surveyor in the county in which the field survey was made a record of the survey relating to land boundaries or property lines,if the field survey discloses any of the following: (a) Material evidence or phvsical change, which in whole or in part does not appear on any subdivision map, official map, or record of survey previously recorded or properly filed in the office of the county recorder or county surveying department, or map or survey f i record maintained by the Bureau of Land Management of the United States. (b) A material discrepancy with the information contained in any subdivision map, official map, or record of survey previously recorded or filed in the office of the county recorder or the county surveying department, or any map or survey record maintained by the Bureau of Land Management of the United States. For purposes of this subdivision, a "material discrepancy" is limited to a material discrepancy in the position of points or lines,or in dimensions. (c) Evidence that, by reasonable analysis, might result in materially alternate positions of lines or points, shown on anv subdivision map, official map, or record of survey previously recorded or filed in the office of the county recorder or the county surveying department, or any map or survey record maintained by the Bureau of Land Management of the United States. (d) The establishment of one or more points or lines not shown on any subdivision map, official map• or record of survey, the positions of which are not ascertainable from an inspection of the subdivision map, official map,or record of survey. (e) The points or lines set during the performance of a field survey of any parcel described in any deed or other instrument of title recorded in the county recorder's office are not shown on any subdivision map,official map,or record of survey. 92 1 —S— Ch. 678 The record of survey required to be filed pursuant to this section shall be filed within 90 days after the setting of boundary monuments during the performance of a field survey or within 90 days after completion of a field survey,whichever occurs first. If the 90-day time limit contained in this section cannot be complied with for reasons beyond the control of the. licensed land surveyor or registered civil engineer, the 90-day time period shall be extended until the time at which the reasons for delay are eliminated. If the licensed land surveyor or registered civil engineer cannot comply with the 90-day time limit, he or she shall, prior to the expiration of the 90-day time limit, provide the county surveyor with a letter stating that he or she is unable to comply. The letter shall provide an estimate of the date for completion of the record of survey, the reasons for the delay, and a general statement as to the location of the survey, including the assessor's parcel number or numbers. The licensed land surveyor or registered civil engineer shall not initially be required to provide specific details of the survey. However, if other surveys at the same location are performed by others which may affect or be affected by the survey, the licensed land surveyor or registered civil engineer shall then provide information requested by the county surveyor without unreasonable delay. Any record of survey filed with the county surveyor shall, after being examined by him or her, be filed with the county recorder. The county recorder shall provide the preparer of the map with the filing data within 10 days of the filing of the map. SEC. 4. Section 8771 of the Business and Professions Code is amended to read: 8 771. (a) Monuments set shall be sufficient in number and durability and efficiently placed so as not to be readily disturbed, to assure, together with monuments already existing, the perpetuation or facile reestablishment of any point or line of the survey. (b) When monuments exist that control the location of subdivisions, tracts, boundaries, roads, streets, or highways, or provide survey control, the monuments shall be located and referenced by or under the direcrion of a licensed land surveyor or registered civil engineer prior to the time when any streets, highways, other rights-of-way, or easements are improved, constructed, reconstructed, maintained, resurfaced, or relocated, and a comer record or record of survey of the references shall be filed with the county surveyor. They shall be reset in the surface of the new construction, a suitable monument box placed thereon, or permanent witness monuments set to perpetuate their location if any monument could be destroyed, damaged, covered, or otherwise obliterated, and a corner record or record of survey filed with the county surveyor prior to the recording of a certificate of completion 92 i !� j, Ch. 678 —6— for the project. Sufficient controlling monuments shall be retained or replaced in their original positions to enable property, right-of-way and easement lines, properr comers, and subdivision and tract 1 boundaries to be reestablished without devious sun•eys necessarily onginating on monuments differing from those that currently control the area. It shall be the responsibility of the governmental agency or others performing construction work to provide for the monumentatton required by this section. It shall be the, duty of every land surveyor or civil engineer to cooperate with the governmental agency in matters of maps, field notes, and other pertinent records. Monuments set to mark the limiting lines of highways, roads, streets or right-of-way or easement lines shall not be deemed adequate for this purpose unless specifically noted on the comer record or record of survey of the improvement works with direct ties in bearing or azimuth and distance between these and other monuments of record. (c) The decision to file the required corner record or a record of survey shall be at the election of the licensed land surveyor or registered civil engineer submitting the document. SEC. 4.5. Section 8771 of the Business and Professions Code is amended to read: 8771. (a) Monuments set shall be sufficient in number and durability and efficiently placed so as not to be readily disturbed, to assure, toeether with monuments already existing, the perpetuation or facile reestablishment of any point or line of the surve%. (b) When monuments exist that control the location of subdivisions, tracts, boundaries, roads, streets, or highways, or provide survey control, the monuments shall be located and referenced by or under the direction of a licensed land surveyor or registered civil engineer 1 prior to the time when any streets,highways, other rights-of-way, or easements are improved, constructed, reconstructed, maintained, resurfaced, or relocated, and a corner record or record of survey of the references shall be filed with the county surveyor. They shall be reset in the surface of the new construction, a suitable monument box placed thereon, or permanent witness monuments set to perpetuate their location if any monument could be destroyed, damaged, covered, or otherwise obliterated, and a comer record or record of survey filed with the county surveyor prior to the recording of a certificate of completion for the project. Sufficient controlling monuments shall be retained or replaced in their original positions to enable property, right-of-way and easement lines, property comers, and subdivision and tract 1 boundaries to be reestablished without devious surveys necessarily originating on monuments differing from those that currently control the area. It .shall be the responsibility of the governmental agency or others performing construction work to provide for the monumentation required by this section. It shall be the duty of every 92 i —;— Ch. 67s land survevor or civil engineer to cooperate with the governmental agency in matters of maps. field notes, and other pertinent records. Monuments set to mark the limiting lines of highways, roads, streets or right-of-way or easement lines shall not be deemed adequate for this purpose unless specifically noted on the corner record or record of survey of the improvement works with direct ties in bearing or _ azimuth and distance between these and other monuments of record. (c) The decision to file either the required comer record or a record of survey pursuant to subdivision (b) shall be at the election of the licensed land surveyor or registered civil engineer submitting the document. SEC. 5. Section 8773.2 of the Business and Professions Code is amended to read: 8773.2. (a) A "comer record" submitted to the county surveyor or engineer shall be examined by him or her for compliance with subdivision (d) of Section 8765 and Sections 8773, 8773.1, and 8773.4, endorsed with a statement of his or her examination, and filed with the county surveyor or returned to the submitting party within 20 working days after receipt. (b) In the event the submitted "comer record" fails to comply with the examination criteria of subdivision (a), the county survevor or engineer shall return it to the person who submitted it together with a written statement of the changes necessary to make it conform to the requirements of subdivision (a). The licensed land surveyor or registered civil engineer submitting the comer record may then make the changes in compliance with subdivision (a) and resubmit the corner record for filing. The county surveyor or engineer shall file the corner record within 10 working days after receipt of the resubmission. (c) If the matters appearing on the corner record cannot be agreed upon by the licensed land surveyor or the registered civil engineer and the county surveyor within 10 working days after the licensed land surveyor or registered civil engineer resubmits and requests the corner record be filed without further change, an explanation of the differences shall be noted on the corner record and it shall be submitted to and filed by the county surveyor. When the county surveyor places an explanatory note on a corner record, the county surveyor shall transmit a copy of the filed corner record within 10 working days of the filing to the licensed land surveyor or registered civil engineer who submitted the comer record. (d) The comer record filed with the county surveyor of any county shall be securely fastened by him or her into a suitable book provided for that purpose. (e) A charge for examining, indexing, and filing the corner record may be collected by the county surveyor, not to exceed the amount required for the recording of a deed. 92 i Ch. 67S —S— (f) If the preparer of the corner record provides a postage-paid, self-addressed envelope or postcard with the filing of the corner record, the counry surveyor shall provide the preparer of the corner record with the filing data %vithin 20 days of final filing. For the purposes of this subdivision., "filing data" includes the date, book or volume, and the page at which the comer record is filed by the county surveyor. This subdivision shall not apply to a county survevor's office that main gins an electronic data base of filed comer records that is accessible to the public b,, reference to'the preparer's license number. SEC. 6. Section 66466 of the Government Code is amended to read: 66.366. (a) The count%• recorder shall have not more than 10 days within which to examine a final or parcel map and either accept or reject it for filing. (b) If the county recorder rejects a final or parcel map for filing, the county recorder shall, within 10 days thereafter, mail notice to the subdivider and the city engineer if the map is within a city, or the county surveyor if the map is within the unincorporated area, that the map has been rejected for filing, Living the reasons therefor, and that the map is being rerLmed to the city clerk if the map is within a city, or to the clerk of the board if the map is within the unincorporated area, for action by the legislative body. upon receipt of the map, the clerk shall place the map on the agenda of the next regular meeting of the legislative body and the legislative body shall, within 15 days thereafter, rescind its approval of the map and return the map to the subdivider unless the subdivider presents evidence that the basis for the rejecrion by the counry recorder has been removed. The subdivider may consent to a continuance of the matter; however, the prior approval of the legislative body shall be deemed rescinded during any _period of continuance. If a map is returned to the county recorder, the county recorder shall have a new 10-day period to examine the map and either accept or reject it for filing. (c) If the county recorder accepts the map for filing, the acceptance shall be certified on the face thereof. The map shall be securely fastened in a book of subdivision maps, in a book of parcel maps, or in a book of tines and towns which shall be kept for that purpose, or in any other manner as will assure that the maps will be kept together. The map shall become a pan of the official records of the county recorder upon its acceptance by the county recorder for filing. If the preparer of the map provides a postage-paid, self-addressed envelope or postcard with the filing of the map, the county recorder shall provide the preparer of the map with the filing data within 10 days of the filing of the map. For the purposes of this subdivision, "filing data" includes the date, book or volume, and the page at which the map is filed by the county recorder. 92 —9— Ch. 678 (d) The fee for filing and indexing the map is _as prescribed in Section 2-3 72 of the Government Code. (e) The original map shall be stored for safekeeping in a reproducible condition. The counry recorder may maintain for public reference a set of counter maps that are prints of the original maps and produce the original maps for comparison upon demand. (f) Upon the filing of any map, including amended maps and certificates of correction for recordation pursuant to this section or any record of survey pursuant to the Professional Land Surveyors' Act (Chapter 15 (commencing with Section 8700) of Division 3 of the Business and Professions Code), the surveyor or engineer who prepared the document shall transmit a copy of the document, including all recording information, to the county surveyor, who shall maintain an index, by geographic location, of the documents. The county survevor may charge a fee not to exceed the fee charged for recording the document, for purposes of financing the costs of maintaining the index of the documents. The requirements of this subdivision shall not apply to any county that requires a document filed pursuant to this section to be transmitted to the county surveyor and requires that official to maintain an index of those documents. SEC. 7. Section 2.5 of this bill incorporates amendments to Section 8761 of the Business and Professions Code proposed by both this bill and SB 1863. It shall only become operative if (1) both bills are enacted and become effective on or before January I, 2001, (2) each bill amends Section 8761 of the Business and Professions Code, and (3) this bill is enacted after SB 1863, in which case Section 2 of this bill shall not become operative. SEC. 8. Section 4.5 of this bill incorporates amendments to Section 8771 of the Business and Professions Code proposed by both this bill and SB 1863. It shall only become operative if (1) both bills are enacted and become effective on or before January 1, 2001, (2) each bill amends Section 8771 of the Business and Professions Code, and (3) this bill is enacted after SB 1863, in which case Section 4 of this bill shall not become operative. SEC. 9. No reimbursement is required by this act pursuant to Section 6 of Article XIII B of the California Constitution because a local agency or school district has the authority' to levy service charges, fees, or assessments sufficient to pay for the program or level of service mandated by this act, within the meaning of Secrion 17556 of the Government Code. O 92 , i Yorktown Avenue Widening — CC 1017 Corner Record Requirements Pre- and post-construction Corner Records will be required at Yorktown Avenue and England Street and Yorktown Avenue and Delaware Street per Section 8771 of the Land Surveyors Act. Reestablishment of the centerline intersection of Yorktown Avenue and Florida Street will require a record of Survey to be filed with the County Surveyor, enclosed are the centerline tie notes for the intersections north, south, east and west of said Yorktown Avenue and Florida Street intersection. All documents shall be submitted to the city simultaneously when submitted to the County Surveyor, and a final,certified copy shall be submitted to the City upon acceptance by the County Surveyor. r A O R O O l E 0 3841 Set Cw, " iN � � I C of C�iRsAc cc Curbs ' I: -.NT ENC-[AND wN Set 4 �M on/ 7 o { C�9 59 �S I Cur6S N Cn E4lG/4AID_ l - — Z� KI used �"� A-22 . set Nr� T /n/ _ s�o� �o hi-37,q . A-zs oR Town/ Ave -5� /� -341 /AH 511E � n/4% �N�SY N,7- /N 2E3 SEE Aux Q o Sit I X2 �'fr OPG�SITE PRO?CoR O � r zo � rd - - — - - — — - APP FRo?CoR F 6,40 O27 - CIN v.��,siJ yo,P,fTz�H�/r/ u v � f!>xx el c'Z O. T/c"',z('/.YZPOO/fj/O�B3. 1� �- 0ro ST- 1'6S 61 �V I i v b b E.IiG• F.,e. 6///.Z h � ��` ` `�'� o•o4�r�' p,o/GUST" CJT W 7.P0L T 92Q, i 1 � n WO SOLE V //V L T. /N 00, /V,E', or yoRl< r0 w.v ,� �� 4 VAE //v 00915Z 7XIT & ASSOCIATES INC. J, 900 ORANGEFAIR LANE, ANAHEIM, CALIFORNIA 92801 .7p 9- 7• 2 •`-y •L.a TEL. (714) 870-1253 — (213) 860.6595 rr r �r r� rM rr r�r r� rr �..� r � rr r� ar �r a� �i ■r Q,�A o39 o��jv T/ES fce s�i�U�1- sli9Tic�d �� ' c•Q�As TEA sv,('UEY �� - 9 77ER sEc rioN O F if/ctis7�;e/GeE .t6xO4dt� o3GSi/ f�oein•1 � .J'Ay cam. CIP b �o � • a p `c �2 74Y f .p 4O3 /9O .03 M /r9 y/ FD S RI<e4J 7;e ) IN 20' Tie yyiS ANGLE o � REF \0,o (A I I AOR 63 M .p� y A 90 0o vg zs 06 90 180 UD oo BYCotiST c G'�,� C'?�9 CQ�a T/ES i©�E' Sc.o�/�'t� ST/r'T/C.r✓ �� 't� �is'oHsr/�l .S��vcY 2A-2�1 � /.rrrE�,Sc=criirJ �,�o�e��A �` Nf-tisr,c��C� B.�oc�y `T/�/Y/9 G;�'. �L ems•_ ti 19e).07 M I � 8 3q•� � N AoRo39 4 �7 �? S32 z-5 33 07 30 .ti Q 1Bo' cv r - Gl STATE OF CALIFORNIA•DEPARTMENT OF TRANSPORTATION '' CORNER RECORD 009402 / DPD-3011 (NEW 11193) 2- Document Number City of 14,"74;P?�fo''r Iq em c*/f County of �'�� , California Brief Lepl Description �eacL► /ya� a.�o[ rVr��vw.� Street _R/o 5547 ¢/ CORNER TYPE Coordinates(Optional) N. _ _ I Government Comer ❑ Control E. I Meander ❑ Property ❑ Zone NAD: '27 '83 I Rancho ❑ Other ❑ NAD-83 Epoch Date-of Survey Elevation Corner— Left as found Found and tagged Established Reestablished Rebuilt Identification and type of comer found: Evidence used to identify or procedure used to establish or reestablish the comer: Foc�rl�� as 0eSei'i4ee oP .e7wree z%1Z !were_ fi;-,f Dui 4,, or 40 ooy;,,ji L e ere.,c e : a �i'Q/1S .5 ♦vc o - Z D . Z> sir c/ / ,5u rve A description of the physical condition of the monument as found and as set or p�reset: ��r.-rds a s dPsc,✓�//��1 en 2W2. These f/e s arc far p�Os ii �va�„�a tt�G fDur+A rrrorru...e.�fa�,on. No e/Q;..+ is .s+,,/e on �d as fo tic .�/a�ro�+s�,p of •tXe o0;1714s o,- /i�CS 15A0W11_ on z-p ye_ `ee"Atez �oCa!-r��or S ��/d`:/rr,��i, a✓e C��/� Ge.r�e,, nold o't4erw,re J, SURVEYOR'S STATEMENT Q� s This Corner Record was prepared by me or under my direction in conformance with No. 5646 the Land Surveyors' Act on f'A 41 � 3:• 19 ��' e �'_fe � • tE Signed L.S. or R.C.E. Number J�(n Ga (P \! or the State of California -9j� ��► Department of Transportation COUNTY SURVEYOR'S STATEMENT This Corner Record was received 6Z3 d 191'Pandexamined I and filed Z 19% . / Signed Title too 1� County Surveyor's Comment ►WA-102 18,881 Page 1 of 2 009403 ve-. ----- - -- �as��i��i�4 _/73J7 --��------------ -- —. .?_SC�•PvK c�lel��' � -- ---Foun['�ounc��.S�,.C.11�KY7lK� 978_ / -- ----- —7•�d — — -- ------.�i�1�7!��.I2o/t �,zr1e_dou,�.O..:,�t �.�-- - �• _ � Fes/�i.,.+se•� Pied S,e 93.027 /,:�p 350. 44 Page 2a2 "'1 GSA D3% 0�7-" r�fS ��xrcri�ry fc.P S%�c�oy 32 97 CAv�IsTP A C Sv,Pvc` srAr�n. ry //'/5", �` /i(/rE,P,SECTioiY rYEiv,Slt r.OGE B.Po«.v IN o�GSi/ F�oeinr9 �yac'.�ro�vrr/ - c_ c w . Leo' -I* ivxml T/ES rlrt/LLE O r .r DUX it EF, ,� e /60 00 Oy 2 c 270 O/ 117 cV � \ 0 t t BENCHMARK INFORMATION � 1 1 1 1 1 Yorktown Avenue Widening - CC 1017 i 46- 9 ORANGE COUNTY SURVEYOR VERTICAL CONTROL REVISED 1988 ------------------------------------------------------------------------------------------------------------------------------- ONTROL BENCHMARK QUAD MONT LINE LEVELED ---ADJUSTMENT--- i AP NO. DESIGNATION SHEET BLOCK MODULE TOWN AGENCY TYPE SEQUENCE YEAR YEAR MSL.ELEV ------------ - ----------------------------------------------- 46 HB 267 83 11 6648 48 20 1 1 6330080 1982 1978 49.371 SET AT THE SOUTHEAST CORNER OF THE INTERSECTION OF YORKTOWN AVE. AND LAKE ST.; 108.9 EASTERLY OF THE CENTERLINE OF LAKE ST.; 43.6 FT. SOUTH � !I ERLY OF THE CENTERLINE OF YORKTOWN AVE.; SET IN THE TOP OF THE NORTH- WEST CORNER OF A 8.4 FT. X 6.4 FT. EDISON VAULT. ------------------------------------------------------------------------------------------------------------------------------- ! 46 HB 198 71 11 6447 61 20 1 1 8360036 1972 1970 3.388 1976 1976 3.188 IN THE SOUTHEAST PART OF THE INTERSECTION OF ATLANTA AVENUE AND BEACH 1986 1978 3.097 BOULEVARD; ABOUT 260 FEET EAST FROM THE CENTERLINE OF BEACH BOULEVARD, 42.5 FEET SOUTH FROM THE CENTERLINE OF ATLANTA, 33 FEET EAST OF A METAL POST OF A FIRE ALARM CALL BOX, SET ON THE TOP NORTHEAST CORNER OF A 4 BY 6 F00T CONCRETE CATCH BASIN AND LEVEL WITH THE SIDEWALK. ------------ - ---------------------------------------- 46 HB 197 71 11 6447 91 20 1 1 8360056 1972 1970 3.826 1976 1978 3.862 400 FEET EAST ALONG INDIANAPOLIS AVENUE, FROM BEACH BOULEVARD, TO 1982 1978 3.688 SEVEN SEAS STREET; 70 FEET EAST OF THE CENTERLINE OF SEVEN SEAS, 138 2985 2976 3.649 FEET WEST OF A FLOOD CONTROL CHANNEL, 33 FEET NORTH OF THE CENTERLINE i OF INDIANAPOLIS, SET IN THE TOP OF THE SOUTHWEST CORNER OF A 6 BY 6 FOOT CONCRETE CATCH BASIN, LEVEL WITH THE TOP OF THE CURB. ------------------------------------------------------------------------------------------------------------------------------- 46 HB 298 71 11 6647 21 20 1 1 8360085 1972 1970 18.039 { 1975 1978 17.865 IN THE NORTHWEST PART OF THE 'INTERSECTION OF ADAMS AVENUE AND BEACH BOULEVARD; 95.6 FEET WEST FROM THE CENTER OF THE MEDIAN OF BEACH BOULEVARD, 42 FEET NORTH FROM THE CENTERLINE OF ADAMS, SET ON THE TOP ! SOUTHEAST CORNER OF A 4 BY 7 FOOT CONCRETE CATCH BASIN AND LEVEL WITH THE SIDEWALK. •------------------------------------------------------------------------------------------------------------------------------ 46 HB 199 71 11 6647 41 20 1 1 6360086 1972 1970 64.884 1976 1978 64.619 IN THE NORTHWEST PART OF THE INTERSECTION OF YORKTOWN AVENUE AND BEACH 1982 1978 64.409 BOULEVARD; 87.5 FEET NORTH FROM THE CENTERLINE OF YORKTOWN, 80.6 FEET 2986 1978 64.392 WEST FROM THE CENTER OF THE MEDIAN OF BEACH BOULEVARD, SET ON THE TOP NORTHEAST CORNER OF A 2 BY 4.6 FOOT CONCRETE CATCH BASIN AND LEVEL WITH THE SIDEWALK. •------------------------------------------------------------------------------------------------------------------------------ ,I QUAD: ORANGE COUNTY SURVEYOR MAP HORIZONTAL AIM VERTICAL CONTROL �tau U-9 11-10 NewpoTt Beach " ' AV. "5051 ' 5049 5048 I ( == 5050 R� I q ly w -- _ r y ....[. 1Cr12369 s "Ag ,•; I s''" _ x `>A'a cl p� �acw q...an- � J 4 x a` � q Y Lfiv, •• , v.ra;*.DA. ::Y; H� t/J a• 13 .,� ' . 1�JF Ok,P�� I Ap9 co c:a.r IR�yEA.D xl o ° -� �V I� � � I I I ( ii lV' ^FA G9+!��.ii•..1BJR JI I 1 ��. t// : I•I .� `I �I..J Imo' �-vas CP. ;5 I rx PLLERW pR. _rtyo[ o.• �j I I ` �I I' I H�199-71 y �t I B.•D..E f�� ,_ ORKC'w. HB-23 I 1G-122 69 .p l �8,�� I�5039c �/ — 5041 &504O H 5783 - NI I v,!; vEvGfi j <` `�••� cw. �/ 1/�/��—�j�sp 44� �- (///^ I I i Ll - o.ws sE AO OC" IC '' ►I� ICJ y,[ruE A� ;I� a YOSSy"Z SAAD U - �� I � I � �� HB-198--71 0� I�I�o .eR..r o..F.p DR. e- � I 1 ACA.1$�❑❑ I I_H�165-b9 .p.u� y �� 5030 = I ^PpAr,vD AD , x ram;l'°ar .. >.. 15032 ±ram- 5031 t( Mi -ill 1CyI j o. LII c N a. �r. I I s`�. ; rvw. g XJ F` l`\\ G•�a�,• V I I I� orLE. _ i .ELSp M. i I•AEwf /_J�b c[` •''r 3- i,��i 1- '� ' _ z �{(`r[t�sa. F o�iyi u I.E.ar:S '_J %-K t I�- � � ut a. w TEA L_�___,�F �----d a = �' I ,=H�19�7-71 ; 1G-152-74 5( ❑ 5024 ti% \ HB-265--89 INCu�APWS I/�� ._•1 I e ' - A/ V 5023 � HA47-$1-I r.° 5025I I ^� /i '•I II� I� �.� �J, I I II� i SEAM ��1 �� oR..�.00. [A4P t Oe ��1 '� cw..Z[]I_____� gll II I'n" ! ,r:'., I I I �c..^r `n' I``w'r- 2' '✓d �` 5:• I E'.l.R, �� 3 wI�I:�,j �1 :II $I a. E:3 otiz�EA ' '._'L%•,� o ��` °� 1 �� - �a.. (L �IIJ I 1: i I C �i /� <I `CAI - [�> I 9(l•sc> i>, EMI[ALO 3" JI I iI 1331/��j �� STL>NT d' •� I`��T"^.i^''—� I I - 50 / 1:'- `I� Al. 5016 019 1f._•t�.r`s� 16 u.ArncLE OR. �I �( li^ I � ��HB-196-71i � H�246-81 �:I� a ,., 1 v/ i•-rrn� I III•r:c:n'1911 I Ii I ltianc it IJ A,w. x W I -I I 1 yl: al Lr��x 1G-157-89 n -c^ D/z Sc= N.� !1•l; PeVised 7/1/97 SCALE 1'= 1320' OCS Benchmark-To Reacb DdcriptiQn 7/1/95 SOUTHWEST OF THE WEST END OF THE SOUTHEAST CURB RETURN,42 FT. SOUTH OF THE CENTERLINE OF INDIANAPOLIS AVENUE,0.3 FT.LOWER THAN THE SIDEWALK. HB-251-82 DESCRIBED BY ORANGE COUNTY SURVEY 1982 NEAR THE INTERSECTION OF THE SANTA ANA RIVER AND VICTORIA STREET,37 FT.SOUTH OF THE CENTERLINE OF VICTORIA STREET,373 FT. EAST OF THE CENTERLINE OF THE SANTA ANA RIVER, 1 FT.IN BACK OF CURB,SET AT THE NORTHEAST CORNER OF A 20 FT.BY 4 FT.CONCRETE CATCH BASIN. HB-255-83 DESCRIBED BY ORANGE COUNTY SURVEY 1983 FROM THE INTERSECTION OF BEACH BOULEVARD AND EDINGER STREET GO 0.5 MILE WESTERLY ALONG EDINGER STREET TO THE SOUTHERN PACIFIC RAILROAD CROSSING,92.2 FT.NORTHERLY OF THE CENTERLINE OF EDINGER STREET,37.5 FT.EASTERLY OF THE CENTERLINE OF THE MAIN TRACK OF THE SOUTHERN PACIFIC RAILWAY,41.5 FT.NORTHEASTERLY OF A POWER POLE,NO NUMBER,SET IN THE TOP OF THE NORTH END OF A CONCRETE HEADWALL FOR 48 INCH DIAMETER REINFORCE CONCRETE PIPE DRAIN INTO FLOOD CONTROL CHANNEL. HB-256-83 DESCRIBED BY ORANGE COUNTY SURVEY 1983 -- SET AT THE NORTHEAST CORNER OF EDINGER STREET AND GOLDEN WEST STREET,68.6 FT.NORTH OF THE CENTERLINE OF EDINGER STREET,77.8 FT. EAST OF THE CENTERLINE OF GOLDEN WEST STREET,7.0 FT.EASTERLY OF A 2.5 FT.DIAMETER CONCRETE COLUMN HOLDING A SIGN FOR GOLDEN WEST COLLEGE,JUSTEASTERLY OF THE MOST EASTERLY CORNER OF CONCRETE WALK FOR SIGN,A CONCRETE POST SET 0.1 FT.BELOW THE WALK. HB-257-83 DESCRIBED BY ORANGE COUNTY SURVEY 1983 SET AT THE SOUTHEAST CORNER OF THE INTERSECTION OF YORKTOWN AVENUE AND LAKE STREET, 108.9 FT.EASTERLY OF THE CENTERLINE OF LAKE STREET,43.5 FT.SOUTHERLY OF THE CENTERLINE OF YORKTOWN AVENUE, SET IN THE TOP OF THE NORTHWEST CORNER OF A 6.4 FT.BY 5.4 FT.EDISON VAULT. HB-260-83 DESCRIBED BY ORANGE COUNTY SURVEY 1983 69 FT.EAST OF THE SOUTHERN PACIFIC RAILROAD OVERPASS EASTERLY OF GOTHARD STREET,32 FT. SOUTH OF THE CENTERLINE OF ELLIS STREET, SET ON THE TOP OF THE NORTHEAST CORNIER OF 11 FT.BY 5 FT.CONCRETE CATCH BASIN. HB-261-83 DESCRIBED BY ORANGE COUNTY SURVEY 1983 SET AT THE NORTHEAST CORNER OF THE INTERSECTION OF ADAMS AVENUE AND LAKE STREET,42 FT.NORTHERLY OF THE CENTERLINE OF ADAMS STREET, 72 FT.EASTERLY THE CENTERLINE OF LAKE STREET,2.5 FT.EASTERLY OF THE BEGINNING OF CURB RETURN FOR SAID NORTHEAST CORNER, SET AT THE SOUTHWEST CORNER OF A 5.5 FT.BY 4 FT.CONCRETE CATCH BASIN. HB-262-83 DESCRIBED BY ORANGE COUNTY SURVEY 1983 AT THE SOUTHEAST CORNER OF EDWARDS STREET AND EDGEMONT DRIVE(WHICH IS ONE LONG BLOCK NORTH OF HEIL AND EDWARDS INTERSECTION), 57 FT. SOUTH OF THE CENTERLINE OF EDGEMONT DRIVE, 36.7 FT.EAST OF THE EAST FLOOD CONTROL CHANNEL FENCE WHICH IS 190 APPENDIX IV 1 MAINTENANCE WORK TRAFFIC CONTROL MANUAL December 1997 Edition r Yorktown Avenue Widening - CC 1017 1 i 1 GAConstruction Contracts(CCs)\CC1017\TechProd\SPECSV+ppdix-IV.doc i MAINTENANCE WORK TRAFFIC CONTROL MANUAL CITY OF HUNTINGTON BEACH PUBLIC WORKS DEPARTMENT DECEMBER, 1997 INTRODUCTION F H THE PURPOSE OF THIS MANUAL IS TO PROVIDE GUIDANCE TO THE CITY 0 U NTIN T G 0N 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 TC-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 DATE: 9/17/97 APP'D BY: CITY OF HUNTINGTON BEACH 1 / DESIGNED BY: TAE DEPARTMENT OF PUBLIC WORKS DRAWN BY: JAA TRAFFIC ENGINEER RCE 38580, RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL CHECKED BY: JDO APP'D. DATE: °, '.7 INTRODUCTION AND INDEX GENERAL NOTES: 1. NOTHING IN THESE NOTES OR PLANS SHALL RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND 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. 3. 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 WRITTEN APPROVAL IS OBTAINED FROM THE ENGINEER. CONES OR DELINEATORS SHALL GENERALLY BE PLACED ON EXISTING LANE LINES, EXCEPT WHEN PLACED FOR LANE CLOSURE TAPERS. 6. 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 I THE DISCRETION OF THE ENGINEER) ANY STRIPING OR SIGNING DAMAGED DURING CONTRUCTION OPERATIONS, INCLUDING RAISED PAVEMENT MARKERS. 8. 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: o 1041 DATE: 9/5/97 CITY OF HUNTINGTON BEACH DESIGNED BY: TAE z. L �-- DEPARTMENT OF PUBLIC WORKS DRAWN BY: JAA TRAFFIC ENGINEER DRAWING NO. RCE 38580, RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL CHECKED BY: TAE I /APP'D. DATE: i . Z GENERAL NOTES TC-1 CALTRANS SIGN CALTRANS SIGN `" SIGN SIGN CODE SIZE LEGEND SIGN CODE SIZE LEGEND SIZE R1 ❑A QP C14 BD FDAD WCFK ❑A 36" x 36" B❑ 42" x 18" R16 ❑D 67(25) ❑D a 30" x 30"25 D❑ 24" x 24" ao R17 ❑D C18 A❑ o E❑ 18" x 18" F❑ 18" x 12" R18 (RT) ❑A C20 (LT) ❑A * Q 11" x 17" nwi io�r w nwoio R26 ❑G C20 (RT) ❑A <*> R96 E❑ C20(BIKE) ❑A <*> R96B F❑ C20 (MOD) B❑ <* LEFT TURN LANE (CLOSED AHEAD ) W1 LT A C21 A u�ie W2 (LT) ❑A C228 C❑ W6 ❑D 35 C23 C❑ Cl L upil i <*> ❑A OµETON� C24 C❑ <*> C9A ❑A C30 C❑ IAIE NOTE:. C13 ❑B C36 A❑ nA+� ALL SIGNS SHOWN ON THIS PLAN m 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 DRAWN BY: JAA TRAFFIC ENGINEER RCE 38580, RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL DRAWING NO. C TC-2 HECKED BY: TAE APP'D. DATE: SUMMARY OF SIGNS CHART A MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT TRAFFIC SPEED TAPER LENGTH (L) DELINEATOR SIGN SPACING (S) (POSTED SPEEDS) (EACH LANE) SPACING (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. , LEGEND <1= DIRECTION Or TRAVEL TRAFFIC CONE OR DELINEATOR (Not a pavement marking) M.H. MANHOLE TEMPORARY SIGN MAINTENANCE VEHICLE Y FLAG TREE w/ Flashing lights 3IE PORTABLE FLASHING BEACON TNP Temporary No Parking (Night work) (By permit only) FLAGGER ® FLASHING ARROW SIGN (FAS) CHART B APPROACH SPEED L (MPH) (FEET) 0-30 MPH 200 Ft. 30-45 MPH 310 Ft. Over 45 MPH 500 Ft. APP'D BY: DATE: 9/25/97 CITY OF HUNTINGTON BEACH �� DESIGNED BY: JAA f `;,. G✓, l/i-- DEPARTMENT OF PUBLIC WORKS DRAWN BY: JAA TRAFFIC ENGINEER 7 RCE 38580, RTE 1578 MAINTENANCE WORK_ TRAFFIC CONTROL DRAWING N� CHECKED BY: TAE APP'D. DATE: S /-L Lll CHART "A" , CHART "B" AND SYMBOLS TC-3 rr rr rr r rr r■� rr rr r� rr rr rr ■r rr r r r r r OPTIONAL VEHICLE C14 C23 J aSiALI 1EYPORAR�NO PARI(aG 9fiVS Y OR 11� O REQUIRED *11 12' MIN. LANE C22B a= • • • • • • • • • • • • • C22B a M.H. Y • • • • DIVIDING LINE • 40 • • • • • • 41 OR q 12' MIN. LANE • CIE OR Y C23 C14 TAPER L WORK ZONE TAPER SEE CHART 'A' SEE CHART 'A' ALTERNATE : BARRICADED SEE CHART 'A' SEE CHART 'A' WORK ZONE INSTALL 1EMPORARY NO PARKING SIGNS If REOUIREO NOTES: 1. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR 4. ALL CONES SHALL BE 28' HIGH. CONES USED FOR NIGHT WORK SHALL BE FITTED WITH DAYTIME WORK ZONES. FLASHING BEACONS SHALL BE PLACED AT THE LOCATIONS FOR 13' REFLECTIVE SLEEVES. NIGHT WORK ZONES. 5. ALL PORTABLE DELINEATORS SHALL BE 36' HIGH. DELINEATORS USED FOR NIGHT 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR WORK SHALL BE REFLECTORIZED WITH A MINIMUM OF TWO 3-INCH BANDS PLACED A REFLECTORIZED. MINIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. 3. A C13 'END CONSTRUCTION' OR C14 'END ROAD WORK' SIGN, AS APPROPRIATE, MAY BE PLACED AT THE END OF THE WORK ZONE. A 12' MINIMUM LANE WIDTH WHEN NEXT TO A CURB OR OTHER VERTICAL OBSTRUCTION. DATE: 9/8/97 APPROVED BY: CITY OF HUNTINGTON BEACH Ft- DESIGNED BY: TAE l / DEPARTMENT OF PUBLIC WORKS DRAWN BY: JAA t XTR FIC ENGINEER, RCE 38580, RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL DRAWING NO. CHECKED BY: TAE APPROVED DATE: LOW SPEED STREET TC-4 MEDIAN OR DIVIDING LINE SHOULDER 0 • 0 � WORK AREA 5' min. �11 OR Y C18 or C24 or C23 IN C13 or C14 W$TALL TEMPORARY NO PARKG SIGNS IE REOUIREO 100= 2002 100'2 Cones or delineotors 25 max. spacing CONES OR DELINEATORS 25' MAX. SPACING NOTES: 1. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EOUIPPEO WITH FLAGS FOR 4. ALL CONES SHALL BE 25' HIGH. CONES USED FOR NIGHT WORK SHALL BE FITTED WITH DAYTIME SHOULDER CLOSURES. FLASHING BEACONS SHALL BE PLACED AT THE 13' REFLECTIVE SLEEVES. LOCATIONS INDICATED DURING NIGHT SHOULDER CLOSURES. 5. ALL PORTABLE DELINEATORS SHALL BE 36' HIGH. DELINEATORS USED FOR NIGHT 2. ALL WARNING SIGNS FOR NIGHT SHOULDER CLOSURES SHALL BE ILLUMINATED OR WORK SHALL BE REFLECTORIZED WITH A MINIMUM OF TWO 3—INCH BANDS PLACED A REFLECTORIZEO. MINIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. 3. A C13 'END CONSTRUCTION' OR C14 'END ROAD WORK' SIGN, AS APPROPRIATE, MAY BE PLACED AT THE END OF THE WORK ZONE. 6. IF NOT POSSIBLE TO OBTAIN MINIMUM CLEARANCE, SHT. TC-6 SHALL BE USED. DATE: 9/8/97 APPROVED BY: CITY OF HUNTINGTON BEACH 01, DESIGNED BY: TAE DEPARTMENT OF PUBLIC WORKS 7, DRAWN BY: JAA AFFIC ENGINEER, RCE 38580, RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL DRAWING NO. CHECKED BY: . TAE APPROVED GATE: 9 /;�Z %Z_ TYPICAL SHOULDER CLOSURE TC-5 � � �r r r � �r r rs r rr r a� � � r �r r� ■r a a � a See note 6� —� 10' 5' MIN — — —� — � IN. • — • • • • • • • • • •�-'-• • • � • • • • Y WORK A A • • Ah • CIE OR Y • CIE OR Y C17(25) C30 C18 C20(Rt) C20 f INSTALL TEMPORARY NO PARKM CM G 95 IF"e[aceco IC13 or C14 or C23 Bike S S S Taper L 150' See 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 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 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. 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. 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 I PER SECTION 5-06.9 OF THE CALTRANS TRAFFIC MANUAL, 1992 EDITION. OPERATE FAS IN SEQUENTIAL ARROW MODE. 4. ALL CONES SHALL BE 28' HIGH. 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. 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 DEPARTMENT OF PUBLIC WORKS DRAWN BY: JAA T AFFIC ENGINEER, RCE 38580, RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL DRAWING NO. CHECKED BY: TAE APPROVED DATE: c� f' SINGLE LANE CLOSURE (RIGHT LANE) TC-6 Varies S SEE NOTE 6 See Chart "A" C18 23 C13 or C14 or Y OR� o- o- o- o- 5' MIN. • • oEbe Y C30 Iu Y wo K AR • I -0 10' min.A -� 5� MIN. s> • *ORY • C20(Lt) •ilC20(Lt) C17(25) L orl8C23 C13 orC14 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 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. 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. 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 I PER SECTION 5-06.9 OF THE CALTRANS TRAFFIC MANUAL, 1992 EDITION. OPERATE FAS IN SEQUENTIAL ARROW MODE. 4. ALL CONES SHALL BE 28" 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. DATE: 9/10/97 APPROVED BY: CITY OF HUNTINGTON BEACH �� DESIGNED BY: TAE '/ DEPARTMENT OF PUBLIC WORKS DRAWN BY: JAA T AFFIC ENGINEER, RCE 38580. RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL DRAWING NO. CHECKED BY: TAE APPROVED DATE: A�/>i��% SINGLE LANE CLOSURE (LEFT LANE) TC-7 rr .rr rr rr �r r� rr w rr rr r rr rr �r r rr rr rr �r S S See Chart 'A' See Chart 'A' C13 C23 OR C14 C20(Mod) Y OR* OR C16 C220 a _ — — — — — •Y• S - R17 R17 • •Y WO K AR A — — WOR A A — -! • • • • C22B U a • C18 OR C23 • C20(Mod) C13 OR C14 S S See Chart 'A' See Chart NOTES: 1. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EOUIPPED WITH FLAGS FOR 4. ALL CONES SHALL BE 28' HIGH. CONES USED FOR NIGHT WORK SHALL BE'•FITTED MATH DAYTIME LANE CLOSURES. FLASHING BEACONS SHALL BE PLACED AT THE 13' REFLECTIVE SLEEVES. LOCATIONS INDICATED DURING NIGHT LANE CLOSURES. 5. ALL PORTABLE DELINEATORS SMALL BE 36' HIGH. DELINEATORS USED FOR NIGHT 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR WORK SHALL BE REFLECTORIZEO WITH A MINIMUM OF TWO 3—INCH BANDS PLACED A REFLECTORIZED. MINIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. 3. A C13 'END CONSTRUCTION' OR C14 'ENO ROAD WORK' SIGN, AS APPROPRIATE, MAY BE PLACED AT THE END OF THE WORK ZONE. DATE: 9/8/97 APPROVED BY: CITY OF HUNTINGTON BEACH DESIGNED BY: TAE DEPARTMENT OF PUBLIC WORKS DRAWN BY: JAA TR FIC ENGINEER, RCE 38580,.RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL DRAWING NO. CHECKED BY: TAE APPROVED DATE: " LEFT TURN LANE CLOSURE TC-8 INSTALL TEMPORARY NO PARKING SIGNS IF REWIRED Toper L Toper L S S S See Chart 'A' See Chart 'A' See Chart 'A' See Chart 'A' See Chart 'A' CIS or C23 C13 or C14 C17(25) c20(It) • C20(It) 0 Yor �E • 10' min. • ®• a • • 17(25) 10`min. A 5' MIN.• • Y !� See note 6. ! C30-40 • —0 • WORK • AREA ! *ORY • ! C21 or • WI(It) or C30 Wl(Rt) or pl C18, C23 C1 C20(Rt) W2(It) W2(Rt) C13 or C14 C20(Bke) S S S S Toper L Toper L 150, See Chart 'A' See Chart 'A' See Chart 'A' See Chart 'A' See Chart 'A' See Chart 'A' min. NOTES: INSTALL TEMPORARY NO PARKM SIGNS W REOIAREO 1. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR 6. USE FLASHING ARROW SIGN IN SPEED ZONES OF 40 MPH OR MORE. USE HIGH LEVEL DAYTIME LANE CLOSURES. FLASHING BEACONS SHALL BE PLACED AT THE WARNING DEVICE IN SPEED ZONES OF 35 MPH OR LESS. LOCATIONS INDICATED DURING NIGHT LANE CLOSURES. 7. FLASHING ARROW SIGN SHALL BE TYPE 1 PER SECTION 5-06.9 OF THE CALTRANS TRAFFIC 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR MANUAL, 1992 EDITION. OPERATE FAS IN SEQUENTIAL ARROW MODE. REFLECTORIZED. 8. FOR SPEEDS OF 30 MPH OR LOWER, USE W2 SIGNS. FOR SPEEDS OF 35 MPH OR GREATER, 3. A C13 'END CONSTRUCTION' OR C14 'END ROAD WORK' SIGN, AS APPROPRIATE, MAY BE USE W1 SIGNS. PLACED AT THE ENO OF THE WORK ZONE. 9. IF NOT POSSIBLE TO OBTAIN MINIMUM CLEARANCE, SHEET TC-11 SHALL BE USED. 4. ALL CONES SHALL BE 28' HIGH. CONES USED FOR NIGHT WORK SHALL BE FITTED WITH 13' REFLECTIVE SLEEVES. A 12' MIN. LANE WIDTH WHEN NEXT TO A CURB OR VERTICAL OBSTRUCTION. 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. DATE: 9/8/97 APPROVED BY: CITY OF HUNTINGTON BEACH O j DESIGNED BY: TAE 0 /�j�-- DEPARTMENT OF PUBLIC WORKS DRAWN BY: JAA ?TRFIC ENGINEER, RCE 38580, RTE 1578 MAINTENANCE W0RK TRAFFIC C0NTR0L DRAWING NO. CHECKED BY: TAE ROVED DATE � /I/ TYPICAL CLOSING OF HALF ROADWAY TC-9 �r �r �■r rr rr rr rr r rr �r �r rr r rs +r r� �r �■s �r rr , .rr rr rr rr r� r �r rr rr �r �r �r r■f �r rr ■r �r �r C18 or C23 {� •r *DRY •� C20(RT) •I C20(RT) See note 6. C17(25) 10' min. A 5' MIN. C30 _ — — — — — — — — — — — — — — — • • • • • • • — — — — • Y • • Y Y WORK AR A • ' • OR Y • C18 •. C20(RT) • C20(RT) C20(Bike) or C23 200' C13 or C/4 Min. S S S S L L 150' Varies See Chart "A" See Chart "A" See Chart "A" See Chart "A" See Chart "A" See Chart "A" min. INSTALL TEMPORARY NO PARKING SIGNS NOTES: K REODUtEO 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 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. 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. 3. A C13 "END CONSTRUCTION" OR C14 "END ROAD WORK" SIGN, AS APPROPRIATE, MAY 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 28" HIGH. CONES USED FOR NIGHT WORK SHALL BE FITTED WITH 13" REFLECTIVE SLEEVES. A 12' MINIMUM LANE WIDTH WHEN NEXT TO A CURB OR OTHER VERTICAL OBSTRUCTION. DATE: 9/11/97 APPROVED BY: CITY OF HUNTING.TON BEACH Haj J 4�' DESIGNED BY: TAE r DEPARTMENT OF PUBLIC WORKS DRAWN BY: JAA /AFFICENGINEER, RCE 38580, RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL DRAWINJNO. APPROVED DATE:CHECKED BY: TAE MULTI-LANE CLOSURE TC- ' l'l (LEFT AND RIGHT SIDE CLOSURE TO 8E SIMILAR) C23 or CiB ; 0-: ; W INSTALL TEMPORARY NO PARKING SKINS i i-- IF aEDUIREO in C9A o —EF v) COneA 25' max.:SPocing Varies S S R1 I I SEE CHART "A" SEE CHART 'A" SEE CHART "A" C13 or C14 -z— PE CIO or C23 C36 C9A • • YoR� • Variable Cl7(25) See Chart "B" 10' Min. C17(25) • 5' MIN. • WORK A A • • �Y C30jl* • 11 Cie DR Y • 10 C9A • C36 or C23 C13 or C14 SEE CHART "A" SEE CHART "A' SEE CHART "A" Optional Vehicle INSTALL TEMPORARY NO PARKING SIGNS IF REOUIRED NOTES: 1. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR 4. ALL CONES SHALL BE 28" HIGH. CONES USED FOR NIGHT WORK SHALL BE FITTED WITH DAYTIME LANE CLOSURES. FLASHING BEACONS SHALL BE PLACED AT THE LOCATIONS 13" REFLECTIVE SLEEVES. INDICATED DURING NIGHT WORK ZONES. 5. ALL PORTABLE DELINEATORS SHALL BE 36" HIGH. OELINEATORS USED FOR NIGHT 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR WORK SHALL BE REFLECTORIZEO WITH A MINIMUM OF TWO 3-INCH BANOS PLACED A REFLECTORIZEO. MINIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANOS. 3. A C13 "END CONSTRUCTION" OR C14 "END ROAD WORK" SIGN, AS APPROPRIATE, MAY BE PLACED AT THE END OF THE WORK ZONE. A 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 / /' . . -- DEPARTMENT OF PUBLIC WORKS DRAWN BY: JAA FFIC ENGINEER, RCE 38580, RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL- DRAWING NO. CHECKED BY: TAE APPROVED DATE: f � ` TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL TC-11 �r r rr r■i r ■r rr r� r rr r r rr rr rr r■� ar rr r� rr rr rr rr rr r� r r rr ar r rr rr rr rrr r IMI = = a � � u WSTALL TEMPORARt NO PMgNG AGNS Zf o [� Q IE REOlNREO See note 6. N Taper L S S C13 or C14 See Chart 'A" See Chart "A" See Chart "A' C23 C20(Lt) OR C18 • Y or '11( • R17 R17 C= � � VSec C228 C228R17 noe 6. • or Y • CIS or C23 C20(Lt) C13 or C14 S S Taper L u See Chart 'A" See Chart "A" See Chart "A" 4 4 0 u ao Y ? INSTALL TEMPORARY NO PARKING 9GNS o IF REO AREO �- u u • �j NOTES: I • I 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 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. 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. 3. A C13 "END CONSTRUCTION" OR C14 "END ROAD WORK' SIGN, AS APPROPRIATE, MAY BE PLACED AT THE ENO OF THE WORK ZONE. 7. FLASHING ARROW SIGN SHALL BE TYPE I PER SECTION 5-06.9 OF THE CALTRANS TRAFFIC 4. ALL 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. AL 12' MINIMUM LANE WIDTH WHEN NEXT TO A CURB OR OTHER VERTICAL OBSTRUCTION. DATE: 9/12/97 APPROVED BY: CITY OF H U N T I N GTO N BEACH Pat DESIGNED BY: TAE / �- DEPARTMENT OF PUBLIC WORKS DRAWN BY: JAA R FIC ENGINEER, RCE 38580, RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL DRAWING NO. CHECKED BY: TAE APPROVED DATE: WORK/ WORK WITHIN INTERSECTION (LEFT LANE / LEFT TURN LANE) TC-12 NOTES: 1. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR C23 or CIE I I i C13 or DAYTIME LANE CLOSURES. FLASHING BEACONS SHALL BE PLACED AT THE C18 or n n C14 LOCATIONS INDICATED DURING NIGHT LANE CLOSURES. 11 O 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR a REFLECTORIZED. a V1 L 3. A C13 "END CONSTRUCTION' OR C14 'END ROAD WORK' SIGN, AS APPROPRIATE, MAY BE u S PLACED AT THE ENO OF THE WORK ZONE. IV, See Chart A N 4. ALL CONES SHALL BE 28' HIGH. CONES USED FOR NIGHT WORK SHALL BE FITTED WITH 13' REFLECTIVE SLEEVES. - AC13 or -- -- - -- -- Yor • C23 or a= C14 ` Work Area C18 E a G See note 6. o • or • C20(Rt) C30 R18(Rt)F _ F C23 or R96 y 96 C13 or C18 50' min r R968 R96B C14 Y p S BETWEEN i• DELINEATORS • 3 r- J Q � S S Toper LOf 0 o U Q Y a See Chart 'A' See Chart 'A' See Chart 'A' c w o '- W �1 W + MlrNl 7[YP01/1R�Iq►Mfllo T,Off I • I O Z N IF Wwwo in F- 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 C3 See note 6n u a MINIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE C13 T I [� W• BANDS. or C14 6. USE FLASHING ARROW SIGN IN SPEED ZONES OF 40 MPH OR MORE. USE HIGH LEVEL C20(Lt) WARNING DEVICE IN SPEED ZONES OF 35 MPH OR LESS. Q 7. FLASHING ARROW SIGN SHALL BE TYPE I PER SECTION 5-06.9 OF THE CALTRANS TRAFFIC g a MANUAL, 1992 EDITION. OPERATE FAS IN SEQUENTIAL ARROW MODE. I I N 12' MINIMUM LANE WIDTH WHEN NEXT TO A CURB OR OTHER VERTICAL C18 w OBSTRUCTION. C23 DATE: 9/16/97 APPROVED BY: CITY OF . HUNTINGTON BEACH al. DESIGNED BY: TAE w L DEPARTMENT OF PUBLIC WORKS DRAWN BY: JAA T AFFIC ENGINEER, RCE 38580. RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL DRAWING NO. -' CHECKED BY: J00 r WORK WITHIN INTERSECTION APPROVED DATE: 'z , RIGHT LANE / LEFT LANE TC-13 L S See Chart 'A' See Chart 'A' C18 „J C13 or C14 Y or C23 OR "I • c= See note 6. a =�i -i i •—i—i—i—i—i—i C30—i=i=i=i=•=ice=ice•= - r• • IVA K AREA • `� 10' min. • OR Y • OR Y C18 C20(Lt) INSTALL TEMPORARY No PAWNING SIGNS ---- it REQUIRED C13 or C14 or C2J S S 50' min gap See Chart 'A' See Chart "A' BETWEEN DELINEATORS INSTML TEMPTi NO PARNWG SIGNS Ir REQUIRED NOTES: 1. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR 5. ALL PORTABLE DELINEATORS SHALL BE 36* HIGH. DELINEATORS USED FOR NIGHTr- 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. 6. USE FLASHING ARROW SIGN IN SPEED ZONES OF 40 MPH OR MORE. USE HIGH LEVEL 3. A C113 KENO CONSTRUCTION OR C14 'ENO ROAD WORK' SIGN, AS APPROPRIATE, MAY BE WARNING DEVICE IN SPEED ZONES OF 35 MPH OR LESS. 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 4. ALL 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. 12' MINIMUM LANE WIDTH WHEN NEXT TO A CURB OR OTHER VERTICAL OBSTRUCTION. DATE: 9/16/97 APPROVED BY: CITY OF HUNTINGTON BEACH 0 DESIGNED BY: TAE G�� DEPARTMENT OF PUBLIC WORKS DRAWN BY: JAA r T FFIC ENGINEER, RCCEE 38�580 RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL DRAWING NO. CHECKED BY: TAE APPROVED DATE: b'/ 7� WORK BEYOND INTERSECTION (LEFT LANE) TC-14 Indicate North with an 'N' L Varies S See Chart 'A' See Chart 'A' Y OR CIE • C18 G o► C23 a See note 6. o— a 50' min gap a 5' MIN. BETWEEN •—• • —• •—• •- — — — — DELINEATORS . : •Y • i -0 • • • • C30 Y WO AREA • • )*CRY • *OR Y C30 R18(Rt) 1111, C30 C13 or C14 C18 C20(Rt) Or C23 INSTALL TEMPORARY NO PARKING SIGNS INSTALL TEMPORARY NO PARKING SIGNS IF REQUIRED I/REOAREO S S See Chart 'A' See Chart 'A' NOTES: 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 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. 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. 3. A C13 'END CONSTRUCTION' OR C14 'END ROAD WORK' SIGN, AS APPROPRIATE, MAY 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 MODE. 4. ALL CONES SHALL BE 28' HIGH. CONES USED FOR NIGHT WORK SHALL BE FITTED WITH 13' REFLECTIVE SLEEVES. A 12' MINIMUM LANE WIDTH WHEN NEXT TO A CURB OR OTHER VERTICAL OBSTRUCTION. DATE: 9/16/97 APPROVED BY: CITY OF HUNTINGTON BEACH DESIGNED BY: TAE �� DEPARTMENT OF PUBLIC WORKS DRAWN BY: JAA T F C ENGINEER, RCE 38580, RTE 1578 MAINTENANCE WORK TRAFFIC CONTROL DRAWING NO.- CHECKED BY: TAE PROVED DATE: t c ` WORK BEYOND INTERSECTION (RIGHT LANE) TC-15 rr rr rr �r r rl� rr ■r rr �r r �Ir Ir rr rr rr rr rr rt v� See left turn lane - 1 _------- closure TC-8 6 3 4 2 4 2 WALK 4 ' S1OP 4 3 I Ln N R1 0 D Ln Z -+ Y Y Y m J J � O 3 3 a o a z O w m X I Z NOTES: � z a Ol INSTALL C2 (36"x24") ON > a TYPE II BARRICADE W O2 INSTALL R11 (36"x36") ON i J TYPE II BARRICADE N a I L-- O3 INSTALL TYPE II BARRICADE N OR DELINEATOR O4 TIE BARRICADES TOGETHER WITH YELLOW CAUTION TAPE O5 CLOSE LEFT TURN POCKET PER 66 INSTALL R16 (24"x24") ON TYPE II HUNTINGTON BEACH MAINTENANCE WORK BARRICADE. R16 TO FACE ON COMING TRAFFIC CONTROL MANUAL, SHEET TC-5 TRAFFIC. DATE: 9/17/97 APPROVED BY: CITY OF HUNTINGTON BEACH 01 DESIGNED BY: TAE �'� DEPARTMENT OF PUBLIC WORKS DRAWN BY: JAA RSA FIC ENGINEER, RCE 38580, R-T7E 1578 MAINTENANCE WORK TRAFFIC CONTROL DRAWING NO. CHECKED BY: JDO APPROVED DATE: P/A / RESIDENTIAL STREET CLOSURE TC-16 APPENDIX V 1 CALTRANS ENCROACHMENT PERMIT Yorktown Avenue Widening - CC 1017 1 1 1 WConstruction Contracts(CCs)\CC1017\TechProd\SPECS\Appdix-V.doc STATE 01�CALIFG2NIA• DEPARTMENT OF TRANSPORTATION ENCROACHMENT PERMIT TR-0120(REV.2/98) Permit No. 1201-NRM-0344 REF.#1017 Dist/Co/Rte/PM In compliance with (Check one): 12-ORA-39-2.14 X Your application of MAY 8,2001 Date Utility Notice No. of June 21,2001 Fee Paid Deposit Agreement No. of EXEMPT $ Performance Bond Amount(1) Payment Bond Amount(2) RAN Contract No. of $ $ Bond Company Bond Number(1) Bond Number(2) ' TO: CITY OF HUNTINGTON BEACH ' P. 0. BOX 190 HUNTINGTON BEACH, CA 92648 MARK UPHUS, PROJECT MANAGER ' 714/374-1735 l I PERMITTEE And subject to the following, PERMISSION IS HEREBY GRANTED to: Place an A.C. overlay along Yorktown Avenue at Beach Boulevard and abandon one existing 6-inch water line and three water valves, in Huntington Beach. Permittee shall replace all existing electrical traffic signal loop detectors and all existing pavement markings, legends and striping damaged during this work. 1 All performed work shall be in accordance with current Caltrans Standard Specifications and Standard Plans, Section 500 (Specific Permits)of the Encroachment Permits Manual, the attached Provisions and Permit Plans dated MAY 7, 2001. After approval of the Water Pollution Control Program, Permittee shall contact State Permit Inspector SHAHRYAR DERAVI at 9491724-2152 and State Electrical Permit Inspector IRAJ JAVID at 9491724-2844 between 7 AM and 9 AM a minimum of two working days prior to the date of the pre-construction meeting. Failure to comply with this requirement will result in suspension of this permit. ' The following attachments are also included as part of this permit In addition to fee,the permittee will be billed (Check applicable): actual costs for: X Yes (-1 No General Provisions Yes X No Review ' Yes X NO Utility Maintenance Provisions Yes X No Inspection X Yes No Special Provisions Yes X No Field Work Yes NO A Cal-OSHA permit required prior to beginning work; ' # (If any Caltrans effort expended) Yes NO The information in the environmental documentation has been reviewed and is considered prior to approval of this permit. This permit is void unless the work is complete before DECEMBER 31,2001. This permit is to be strictly construed and no other work other than specifically mentioned is hereby authorized. No project work shall be commenced until all other necessary permits and environmental clearances have been obtained. SHAHRYAR DERAVI-State Permit Inspector APPROVED: IR.AJ JAVID-Electrical State Permit Inspector Original to Permittee File 01-0344 Ken Nelson,Acting District Director ' Mtce. (2) BY: Mike Puraty-Surveys Office(2529) ' Prepared by Alfred Anguiano Mohtashami,District Pen-nit Engineer Page 1 of 3 CITY OF HUNTINGTON BEACH 1201-N RM-0344 JUNE 21, 2001 ' All survey operations shall conform to the Land Surveyors Act,and to the"Code of Safe Surveying Practices". Permittee shall contact Caltrans Surveys Department Representative MIKE PURATY at 9491724-2529 prior to the start of any surveying work within State right of way. ' All work affecting the existing State electrical traffic signal system shall be coordinated with the State Electrical Permit Inspector; all traffic loop detectors within the rehabilitated area shall be replaced with new loop detectors conforming to current State standards and as approved by the State Electrical Permit Inspector. ' Permittee's Contractor shall furnish the State with a completed Water Pollution Control Program (WPCP), a deposit of $800.00 for inspection and a signed application requesting a separate Caltrans "DP" permit authorizing the Contractor to , perform the'work within the State Highway right of way on Permittee's behalf. Review and approval of a WPCP currently requires 20 working days after its submittal. A WPCP format can be downloaded from http://www.dot.ca.gov/hq/construc/stormwater.html. In addition to the attached General Provisions (TR-0 045), the following Special Provisions are applicable: ' • Permittee shall contact California Highway Patrol Officer Barksdale at 714/567-6000 at least 48 hours prior to ' implementing traffic control which requires lane closures. • All traffic control within State right-of-way shall conform to State standards, and shall first be approved by the State Permit Inspector prior to its implementation. • Whenever the work area is more than 1.83 m away from the adjacent traffic lane but within a designated shoulder or parking lane, a shoulder closure or parking lane closure acceptable to Caltrans shall be utilized. , • Pedestrian and Bicyclist Safety shall be maintained through the work area at all times. • Personal vehicles of the Contractor's employees shall not be parked on paved shoulders or traveled way within the '. limits of this work. • All components of the traffic control system shall be removed from the traveled way and paved shoulders at the end ' of the each work period. • Orange vests and hard hats shall be worn at all times while working within State right-of-way. ' • The full width of traveled way shall be open for use by public traffic on Saturdays, Sundays and designated legal. holidays, after 3:00 PM on Fridays and on the day preceding designated legal holidays, and when construction operations are not actively in progress. • In case of any discrepancy between Permittee's Permit Plans and these Permit Special Provisions, these Special Provisions shall prevail. , • Unless otherwise approved by the State Permit Inspector no work that interferes with public traffic shall be performed on weekdays between 6:00 AM and 9:00 AM, or between 3:00 PM and 6:30 PM. ' • Unless otherwise approved by these Permit Special Provisions or by the State Permit Inspector no lane, ramp or shoulder closure is permitted. • If cultural remains are discovered during excavation, all earthmoving activity within and around the site area must be diverted until a Caltrans Archaeologist can assess the find. • If human remains are discovered, Permittee shall immediately notify the County Coroner. ' • Immediately following completion of the work permitted herein, Permittee shall fax to 949/724-2265 the Work Completion Notice and Customer Service Questionnaire to facilitate final permit processing. Page 2 of 3 ' CITY OF HUNTINGTON BEACH 1201-N RM-0344 JUNE 21, 2001 Permittee shall fully conform to the requirements of the Caltrans statewide NPDES Storm Water Permit, Order No. 99- 06-DWQ, NPDES No. CAS000003, adopted by the State Water Resources Control Board on July 15, 1999. When applicable, the Permittee shall also conform to the requirements of the General NPDES Permit for Construction Activities,Order No. 92-03-DWQ,NPDES No. CAS 00002,and any subsequent General Permit in effect at the time of issuance of this Encroachment Permit.These permits regulate storm water and non-storm water discharges associated with year-round construction activities. Please note that the Santa Ana Regional Water Quality Control Board has designate October 1st through April 30th as the "Rainy Season." For all projects of 2 hectares (5 acres) or more the Permittee shall develop, implement, and maintain a Storm Water ' Pollution Prevention Plan (SWPPP)conforming to the requirements of Caltrans statewide Permit, the General NPDES Permit for Construction Activities, and the"Caltrans Storm Water Quality Handbook, Construction Contractor's guide ' and Specifications,"effective August 30, 1997, and subsequent revisions. For all projects less than 2 hectares (5 acres), the Permittee shall develop, implement, and maintain a Water Pollution Control Program (WPCP)conforming to the requirements of Caltrans Specification Section 7-1.01G, "Water Pollution ' Control", and the"Caltrans Storm Water Quality Handbook, Construction Contractor's Guide and Specifications", effective April 30, 1997, and subsequent revisions. A copy of the WPCP must be submitted to Encroachment Permits prior to proceeding with any soil disturbing activities. ' Copies of the Permits and the Construction Contractor's guide and Specifications of the Caltrans Storm Water Quality Handbook may be obtained from the Department of Transportation, Material Operations Branch, Publication Distribution Unit, 1900 Royal Oaks Drive, Sacramento, California 95815, telephone: 916/445-3520. Copies of the Permits and Handbook are also available for review at Caltrans District 12, 3347 Michelson Drive, Suite 100, Irvine, California 92612- ' 0667, Telephone: 949/724-2260. ' Page 3 of 3 STATE OF CALIFORNIA-DEPARTMENT OF TRANSPORTATION Page 1 STANDARD ENCROACHMENT PERMIT APPLICATION ' PART A TR-0100 (REV.8/97) : -FOR CALTRANS USEt-,7 ~:: "= Permission is requested to encroach on the State Highway Right of PERMIT NO. �Q _ �3r Way as follows: (Complete all items.NA if not applicable.) DIST/CO/RTE/PM c Application is not complete until all required attachments are included. /Z_ 3 I.COUNTY 2.ROUTE ]3.POSTMILE SIMPLEX STAMP ' ORANGE 39 0 ` 0 3 - 4 4.ADDRESS OR STREET NAME 5.CITY BEACH BOULEVARD HUNTINGTON BEACH 6.CROSS STREET(Distance and direction from site) 7.PORTION OF RIGHT OF WAY YORKTOWN AVENUE WESTERLY 15 FEET IZ 67N 8.WORK TO BE PERFORMED BY 9.EST.STARTDATE 10.EST.COMPLETION DATE OF M EX STAMP -� ❑OWN FORCES ElCONTRACTOR JULY 2001 DATE NOV 2001 /e e / ' 1.MAX.DEPTH [12. AVG.DEPTH 13.AVG.WIDTH 14.LENGTH 15.SURFACE TYPE 16. EST.COST IN STATE RNV EXCAVATION 48" 48" 24" 36" ASPHALT 17.TYPE 18.DIAMETER 19.VOLTAGE/PSIG 20.PRODUCT ' PIPES CAST IRON 6" WATER 21.FULLY DESCRIBE WORK WITHIN STATE R/W(additional space on reverse side if needed): Attach Complete plans(minimum 5 sets folded 21.6 centimeter X 28 centimenter(8.5"X 11"))specs,talcs,maps,etc.,if applicable. The City of Huntington Beach proposes to overlay Yorktown Avenue with 0.15"of asphalt concrete west of Beach ' Boulevard (Highway 39). Yorktown Avenue is an east-west arterial that intersect Beach Boulevard, a north-south arterial. The A.C. overlay on Yorktown Avenue will intrude approximately 15'inot the State right-of-way for Beach Boulevard. The overlay will not intrude into the travel way for Beach Boulevard, but will stop at the prolongation of the ' Beach Boulevard Curb face. The City also proposes to cut and cap a 6"cast iron waterline and remove 3 valves as indicated on the plans. Walgreens will be widening the southerly side of Yorktown near Beach. Since the City's project will closely follow Wlagreens'project, the City proposes to install the detector loops in Yorktown upon completion of the City's project. ' YOUR OWN REFERENCE NO. I0I7 Has any other Caltrans Department reviewed your plans? ❑ YES ❑X NO 22.Is any work being done on applicant's property? ® YES ❑ NO (If-YES;briefly describe in section#21.and attach site ' 23.Is a city,county,or other agency involved in the environmental approval? and grading plans.) m YES (Check documentation type and attach approved copy) ❑ CATEGORICALLY EXEMPT ❑x N.D. ❑EIR ❑ NO (Check the category below in section 23a,which describes the project) ' 23 a. ❑FLAGS,SIGNS.BANNERS. ❑CONSTRUCTION/MODIFICATION OF ❑X CONSTRUCTION,RECCNSTRUCTION,MAINTENANCE,OR DECORATIONS.PARADES AND SIGNALS OR ANY OTHER TRAFFIC CONTROL RESURFACING OF A DRIVEWAY OR ROAD APPROACH CELEBRATIONS SYSTEMS AND DEVICES,INCLUDING ❑ ADDITION OR REPLACEMENT OF ROADWAY DEVICES OR ❑DITCH PAVING ADDITION OF NEW ELEMENTS MARKINGS(GLARE SCREEN,BARRIER,LIGHTING.STRIPING, I]FENCE ❑ PUBLIC UTILITY MODIFICATIONS, MARKERS.ETC.) ❑MAILBOX EXTENTIONS,HOCKUPS ❑ MOVIE.TV FILMING ❑SIDEWALKS/GUTTERS ❑ EROSION CONTROL ❑REPAIR/MAINTENANCE OF EXISTING HIGHWAYS ❑ SURVEY ❑NONE OF THE ABOVE(If project cannot be deswited in above caterones,request application Part B(rcm the Permit Office.) ' 23 b. Does this project cause a substantial change in the significance of a historical resource? ❑ YES ® NO (If'YES,"request application Part-B"from the Permit Office) 23 c. Is this project on an existing highway or street where the activity involves removal of a scenic resource including a stand of trees,a rock outcroppng or ' a historic building? ❑ YES ❑X NO (If"YES."request application Part"B-from the Permit Office) The undersigned agrees and understands that a permit can be denied or a bond required for non-payment of prior or present permit fees, that the work will be done in accordance with Caltrans rules and regulations subject to inspection and approval, and that permit fees may still be due when an application is withdrawn or denied, and that a denial may be appealed in accordance with California Streets and Highways Code, Section 671.5. ' 24.ORGANIZATION OR APPLICANT NAME(Print or Type) 25.BUSINESS PHONE City of Huntington Beach (714) 536-5431 26.ARCHITECT,ENGINEER OR PROJECT MANAGER NAME(Print or Type) 27.BUSINESS PHONE , Mark Uphus (714) 374-1735 28.BUSINESS ADDRESS(Include City and Zip Code) - 2000 Main Street, P.O. Box 190, Huntington Beach, CA 92648 ' 29.AUTHOR D SIG TU E 30.PRINT OR TYPE NAME 31,TITLE 32.DYE Mark Uphus Project Mgr 3 FM 91 7507 M ' STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Specifications for traffic controls stems. These General Provisions Pe Y ENCROACHMEri'T PERMIT GENERAL PROVISIONS are not intended to impose upon the permittee, by third parties, any ' TR-0045 (REV.8/911 duty or standard of care,greater than or different from, as required by law. 1. AUTHORITY: The Department's authority to issue encroachment permits is provided under,Div. 1,Chpi.3,Art. 1, Sect. 660 to 734 of 15. MINIMUM INTERFERENCE WITH TRAFFIC: Permittee shall the Streets and Highways Code. plan and conduct work so as to create the least possible ' inconvenience to the traveling public; traffic shall not be 2. REVOCATION:Encroachment permits are revocable on five days unreasonably delayed. On conventional highways, permittee shall notice unless otherwise stated on the permit and except as provided place properly attired flagger(s)to stop or warn the traveling public by law for public corporations,franchise holders,and utilities.These in compliance with the Manual of Traffic Controls and Instructions to General Provisions and the Encroachment Permit Utility Provisions Flaggers Pamphlet. are subject to modification or abrogation at any time. Permittees' ' joint use agreements, franchise rights,reserved rights or any other 16. STORAGE OF EQUIPMENT AND MATERIALS:Equipment and agreements for operating purposes in State highway right of way are material storage in State right of way shall comply with Standard exceptions to this revocation. Specifications,Standard Plans,and Special Provisions.Whenever the permittee places an obstacle within 3.63 in(IT) feet of the traveled 3. DENIAL FOR NONPAYMENT OF FEES: Failure to pay permit way,the permittee shall place temporary railing(Type K). ' fees when due can result in rejection of future applications and denial of permits. 17. CARE OF DRAINAGE:Permittee shall provide alternate drainage for any work interfering with an existing drainage facility in 4. ASSIGNMENT: No party other than the Permittee or permittee's compliance with the Standard Specifications, Standard Plans and/or authorized agent is allowed to work under this permit. as directed by the Department's representative. ' 5. ACCEPTANCE OF PROVISIONS:Permittee understands and 18. RESTORATION AND REPAIRS IN RIGHT OF WAY: Permittee agrees to accept these General Provisions and all attachments to this is responsible for restoration and repair of State highway right of permit,for any work to be performed under this permit. way resulting from permitted work (State Streets and Highways Code,Sections 670 et.seq.). ' 6. BEGINNING OF WORK: When traffic is not impacted (see Number 35), the permittee shall notify the Department's 19. RIGHT OF WAY CLEAN UP: Upon completion of work, representative, two (2) days before the intent to start permitted permittee shall remove and dispose of all scraps, brush, timber, work. Permittee shall notify the Department's Representative if the materials, etc. off the right of way. The aesthetics of the highway work is to be interrupted for a period of five(5)days or more, unless shall be as it was before work started. ' otherwise agreed upon. All work shall be performed on weekdays during regular work hours, excluding holidays, unless otherwise 20. COST OF WORK:Unless stated in the permit,or a separate written specified in this permit. agreement, the permittee shall bear all costs incurred for work within the State right of way and waives all claims for 7. STANDARDS OF CONSTRUCTION: All work performed within indemnification or contribution from the State. ' highway right of way shall conform to recognized construction standards and current Department Standard Specifications, 21. ACTUAL COST BILLING: When specified in the permit, the Department Standard Plans High and Low Risk Facility Department will bill the permittee actual costs at the currently set Specifications, and Utility Special Provisions. Where reference is hourly rate for encroachment permits. made to"Contractor and Engineer,"these are amended to be read as ' "Permittee and Department representative." 22 AS-BUILT PLANS:When required, permittee shall submit one (1) set of as-built plans in compliance with Department's requirements. 8. PLAN CHANGES: Changes to plans, specifications, and permit Plans shall be submitted within thirty (30) days after completion and provisions are not allowed without prior approval from the State approval of work. representative. ' As-Built plans or accompanying correspondence shall not include 9. INSPECTION AND APPROVAL: All work is subject to disclaimer statements of any kind. Such statements shall constitute monitoring and inspection.Upon completion of work, permittee shall non-compliance with these provisions. Failure to provide complete request a final inspection for acceptance and approval by the and signed As-Built plans shall be cause for bond or deposit retention Department. The local agency permittee shall not give final by the Department. ' construction approval to its contractor until final acceptance and approval by the Department is obtained. 23. PERMITS FOR RECORD PURPOSES ONLY:When work in the right of way is within an area under a Joint Use Agreement(JUA) or 10. PERMIT AT WORKSITE: Permittee shall keep the permit a Consent to Common Use Agreement(CCUA),a fee exempt permit package or a copy thereof, at the work site and show it upon request is issued to the permittee for the purpose of providing a notice and ' to any Department representative or law enforcement officer. If the record of work. The Permittee's prior rights shall be preserved permit package is not kept and made available at the work site,the without the intention of creating new or different fights or work shall be suspended. obligations. "Notice and Record Purposes Only" shall be stamped across the face of the permit. 11. CONFLICTING ENCROACHMENTS: Permittee shall yield start of work to ongoing,prior authorized, work adjacent to or within the 24. BONDING: The Permittee shall file bond(s), in advance, in the limits of the project site. When existing encroachments conflict with amount set by the Department. Failure to maintain bond(s) in full new work, the permittee shall bear all cost for rearrangements, force and effect will result in the Department stopping of all work (e.g.,relocation,alteration,removal,etc.). and revoking permit(s). Bonds are not required of public corporations or privately owned utilities, unless permittee failed to 12. PERNIITS FROM OTHER AGENCIES:This permit is invalidated comply with the provision and conditions under a prior permit.The if the permittee has not obtained all permits necessary and required surety company is responsible for any latent defects as provided in by law, from the Public Utilities Comniission of the State of California Code of Civil Procedures, Section 337.15. Local agency California (PUC), California Occupational Safety and Health Permittee shall comply with requirements established as follows: In Administration (Cal-OSHA), or any other public agency having recognition that project construction work done on State property will jurisdiction. not be directly funded and paid by State, for the purpose of protecting stop notice claimants and the interests of State relative to 13. PEDESTRIAN AND BICYCLIST SAFETY: A safe minimum successful project completion,the local agency permittee agrees to passageway of 1.21 meter(4')shall be maintained through the work require the construction contractor furnish both a payment and area at existing pedestrian or bicycle facilities . At no time shall performance bond in the local agency's name with both bonds pedestrians be diverted onto a portion of the street used for vehicular complying with the requirements set forth in Section 3-1.02 of State's ' traffic. At locations where safe alternate passageways cannot be current Standard Specifications before performing any project provided, appropriate signs and barricades shall be installed at the construction work. The local agency permittee shall defend, limits of construction and in advance of the limits of construction at indemnify, and hold harmless the State, its officers and employees the nearest crosswalk or intersection to detour pedestrians to from all project construction related claims by contractors and all facilities across the street. stop notice or mechanic's lien claimants. The local agency also ' agrees to remedy,in a timely manner and to State's satisfaction,any 14. PUBLIC TRAFFIC CONTROL:As required by law, the Permittee latent defects occurring as a result of the project construction work. shall provide traffic control protection warning signs, lights, safety devices, etc., and take all other measures necessary for traveling 25. FUTURE MOVING OF INSTALLATIONS:Permittee understands public's safety.Day and night time lane closures shall comply with and agrees to rearrange a permitted installation upon request by the ' the Manuals of Traffic Controls, Standard Plans, and Standard — Department,for State construction, reconstruction, or maintenance u�� 1 work on the highway.The permittee at his sole expense,unless under public accommodations (such as eating, sleeping, rest, recreation), a prior agreement,1UA,or a CCUA,shall comply with said request. and operation on,over.or under the space of the right of way. 4. That the permittee shall use the premises in compliance with all , 26. ARCHAEOLOGICAL/HISTORICAL: If any archaeological or other requirements imposed pursuant to Title 15, Code of Federal historical resources are revealed in the work vicinity,the permittee Regulations,Commerce and Foreign Trade, Subtitle A.Office of the shall immediately stop work,notify the Department's representative, Secretary of Commerce, Part 8 (15 C.F.R. Part 8) and as said retain a qualified archaeologist who shall evaluate the site, and Regulations may be amended. make recommendations to the Department representative regarding B. That in the event of breach of any of the t,b,•v, ' the continuance of work. nondiscrimination covenants, the State shall have the :ht a terminate the permit and to re-enter and repossess said land ;c,d ch_ 27. PREVAILING WAGES: Work performed by or under a permit land and the facilities thereon, and hold the same as if said I.err;i may require permittee's contractors and subcontractors to pay had never been made or issued. appropriate prevailing wages as set by the Department of Industrial , Relations. Inquiries or requests for interpretations relative to 31. MAINTENANCE OF HIGHWAYS: The permittee agrees. L% enforcement of prevailing wage requirements are directed to State acceptance of a permit,to properly maintain any encroachtre:•t. ! it: of California Department of Industrial Relations, 525 Golden Gate assurance requires the permittee to provide inspection and%pair,i Avenue,San Francisco,California 94102. damage,at permittee's expense,to State facilities resulting i:.n,t th.. encroachment. ' 28. RESPONSIBILITY FOR DAMAGE: The State of California and all officers and employees thereof, including but not limited to the 32. SPECIAL EVENTS: In accordance with subdivision(a) of Streets Director of Transportation and the Deputy Director, shall not be and Highways Code Section 682.5,the Department of Transportation answerable or accountable in any manner for injury to or death of shall not be responsible for the conduct or operation of the permitted any person, including but not limited to the permittee, persons activity, and the applicant agrees to defend, indemnify, and hold , employed by the permittee,persons acting in behalf of the permittee, harmless the State and the city or county against any and all claims or for damage to property from any cause. The permittee shall be arising out of any activity for which the permit is issued. responsible for any liability imposed by law and for injuries to or death of any person, including but not limited to the permittee, Permittec understands and agrees that it will comply with the persons employed by the permittee, persons acting in behalf of the obligations of Titles 11 and III of the Americans with Disabilities Act penniittee, or for damage to property arising out of work, or other of 1990 in the conduct of the event, and further agrees to indemnify ' activity permitted and done by the permittee under a permit, or and save harmless the State of California,all officers and employees arising out of the failure on the permittee's part to perform his thereof, including but not limited to the Director of Trans portatio,t, obligations under any permit in respect to maintenance or any other from any claims or liability arising out of or by virtue of said Act. obligations, or resulting from defects or obstructions, or from any ' cause whatsoever during the progress of the work, or other activity 33. PRIVATE USE OF RIGHT OF WAY:Highway right of way shall or at any subsequent time,work or other activity is being performed not be used for private purposes without compensation to the State. under the obligations provided by and contemplated by the permit. The gifting of public property use and therefore public funds is prohibited under the California Constitution,Article 16. The permittee shall indemnify and save harmless the State of California,all officers, employees, and State's contractors, thereof, 34. FIELD WORK REIMBURSEMENT: Permittee shall reimburse ' including but not limited to the Director of Transportation and the State for field work performed on permittee's behalf to correct or Deputy Director , from all claims, suits or actions of every name, remedy hazards or damaged facilities,or clear debris not attended to kind and description brought for or on account of injuries to or death by the permittee. of any person, including but not limited to the permittee, persons employed by the permittee,persons acting in behalf of the permittee 35. Notification of Department and TMC: The perrnit,ce shrill mtiP ' and the public, or damage to property resulting from the the Department's representative and the Traffic Mar,aretr: :Ce. . r performance of work or other activity under the pennit, or arising (TMC)at least 7 days before initiating a lane closure .: condrt.,t.;g out of the failure on the permittee's part to perform his obligations an activity that may cause a traffic impact. A f:(;nflrrn-.i;i-n under any permit in respect to maintenance or any other obligations, notification should occur 3 days before cl,.sure o. . ;ter or resulting from defects or obstructions, or from any cause traffic impacts.In emergency situations wh,n the coi t;ve ,t'. ' whatsoever during the progress of the work, or other activity or at the emergency itself may affect traffi•, T MC ; I any subsequent time,work or other activity is being performed under representative shall b.:notified soon as the obligations provided by and contemplated by the permit, except as otherwise provided by statute. 36. Underground Service Alert (USA) Notification: requires compliance with the ,:;of Go :sit; t ' The duty of the permittee to indemnify and save harmless includes 4216 et. seq., including , but n-)t I .nited tc C'ire the duties to defend as set forth in Section 2778 of the Civil Code. notification center.such as Undtrg.;,nd :•e Al The pennittee waives any and all rights to any type of expressed or permittee shall provide no,;,_;ation at :-apt J3 he i.. • tfme implied indemnity against the State,its officers,employees, and State performing any excav^tiwi vo.-k within•ie rid,t -"Ad:'. u_•. contractors. It is the intent of the parties that the permittee will ' indemnify and hold harmless the State, its officers, employees, and State's contractors, from any and all claims, suits or actions as set forth above regardless of the existence or degree of fault or negligence, whether active or passive,primary or secondary, on the part of the State, the permittee, persons employed by the permittee, or acting on behalf of the perminee. For the purpose of this section, "State's contractors" shall include contractors and their subK-ontractors under contract to the State of California performing work within the limits of this permit. ' 29. NO PRECEDENT ESTABLISHED: This permit is issued with the understanding that it does not establish a precedent. 30. FEDERAL CIVIL RIGHTS REQUIREMENTS FOR PUBLIC ACCOMMODATION: , A. The permittee, for himself, his personal representative, successors in interest,and assigns as part of the consideration hereof, does hereby covenant and agree that: 1.No person on the grounds of race,color,or national origin shall be excluded from participation in, be denied the benefits of, or be ' otherwise subjected to discrimination in the use of said facilities. 2.That in connection with the construction of any improvements on said lands and the furnishings of services thereon, no discrimination shall be practiced in the selection and retention of first-tier subcontractors in the selection of second-tier subcontractors. , 3.That such discrimination shall not be practice.;against the public in their access to and use of the facilities and services provided for 1