Loading...
HomeMy WebLinkAbout2003 CON Hanson SJH Construction - Street ResurfacingCity of National City Office of the City Clerk 1243 National City Boulevard, National City, California 91950-4397 Michael R. Dalla, CMC - City Clerk (619) 336-4228 Fax: (619) 336-4229 April 2, 2003 David R. Hummel, President Hanson SJH Construction PO Box 639069 San Diego CA 92163-9069 Project: National City Street Resurfacing Project Spec. #02-2, Awarding Resolution 2003-21 Dear Mr. Hummel, On February 4, 2003, the City Council of the City of National City passed and adopted Resolution No. 2003-21, awarding a contract to Hanson SJH Construction for the National City Street Resurfacing Project (Spec. No. 02-2). We are pleased to enclose one fully executed original contract, payment bond, performance bond, and one copy of the Certificate of Insurance for your records. Should you have any questions, please contact Mr. Burt Myers, City Engineer / Public Works Director at (619) 336-4380. Michael R. Dalla, CMC City Clerk MRD/mla Enclosure cc: Engineering File C2003-2. ® Recycled Paper CONTRACT NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 THIS CONTRACT, made and entered into this llth day of February 2003 by and between the City of National City, California, herein after designated as the "City", and Hanson SJH Construction, hereinafter designated as the "Contractor". WITNESSETH: that the parties hereto do mutually agree as follows: 1. For and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the City, the Contractor agrees with the City to furnish all materials and labor for: NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 and to perform and complete in a good and workmanlike manner all the work pertaining thereto shown on the plans and specifications therefore; to furnish at his own proper cost and expense all tools, equipment, labor and materials necessary therefore; and to do everything required by this agreement and the said plans and specifications. 2. For furnishing all said materials and labor, tools and equipment, and doing all the work contemplated and embraced in this Contract, also for all loss and damage arising out of the nature of the work aforesaid, or from the action of the elements, or from any unforeseen difficulties which may arise or be encountered in the prosecution of the work until its acceptance by the City and for all risks of every description connected with the work; also, for all expenses incurred by or in consequence of the suspension or discontinuance of work, except such as in said specifications are expressly stipulated to be borne by the City and for well and faithfully completing the work and the whole thereof, in the manner shown and described in the said plans and specifications, the City will pay and the Contractor shall receive in full compensation therefore the lump sum price, or if the bid is on the unit price basis, the total price for the several items furnished pursuant to the specification, named in the bidding sheet of the proposal, as the case may be. 3. The City hereby promises and agrees to employ, and does hereby employ said Contractor to provide the materials and to do the work according to the terms and conditions herein contained and referred to for the price aforesaid and hereby conditions set forth in the specification; and the said parties for themselves, their heirs, CONTRACT (CONTINUED) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 executors, administrators, successors and assigns, do hereby agree to the full performance of the covenants herein contained. 4. The Notice Inviting Bids, Instructions To Bidders, Bid Proposal, Bonds, The Plans and Specifications, General Provisions and Special Provisions, and all amendments thereof, are hereby incorporated in and made part of this Contract. 5. The Contractor shall assume the defense of and indemnify and save harmless the City of National City and its officers, employees, and agents, including the private engineer, from all claims, loss, damage, injury and liability of every kind, nature and description, directly or indirectly arising from this Contract, or the performance of the work, regardless of responsibility or negligence. 6. Claims, disputes and other matters in question between the parties to this Contract, arising out of or relating to this Contract or the breach thereof, may be decided by arbitration if both parties to this Contract consent in accordance with the rules of the American Arbitration Association then obtaining unless the parties mutually agree otherwise. No arbitration arising out of or relating to this Contract, shall include, by consolidation, joinder or in any other manner, any additional person not a party to this Contract except by written consent containing a specific reference to this Contract and Signed by CONTRACTOR, CITY, and any other person sought to be joined. (Any Consent to arbitration involving an additional person or persons shall not constitute consent of any dispute not described therein or with any person not named or described therein.) This agreement to arbitrate and any agreement to arbitrate with an additional person or persons duly consented to by the parties to this Contract shall be specifically enforceable under the prevailing arbitration law. Notice of the demand for arbitration is to be filed in writing with the other party to this Contract and with the American Arbitration Association. The demand is to be made within a reasonable time after the claim, dispute or other matter in question has arisen. In no event is the demand for arbitration to be made after the date when institution of legal or equitable proceedings based on such claim, dispute or other matter in question would be barred by the applicable statute of limitations. The award rendered by the arbitrators shall be final and judgement may be enter upon it in accordance with applicable law in any court having jurisdiction thereof. CONTRACT (CONTINUED) NATIONAL CITY STREET RESRUFACING PROJECT, FY 02-03 • SPECIFICATION NO. 02-2 7. The Contractor agrees to comply with all Local, State and Federal regulations and with all applicable standards, orders, or regulations issued pursuant to the Clean Air Act of 1970 (42 U.S.C. 1857 et seq.) and the Federal Water Pollution Control Act (33 U.S.C. 1251 et seq.) as amended. IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed in three counterparts, each of which shall be deemed an original the day and year first above written. CONTRACTOR, By: Title: By: Title: CITY: Han so SJH .instruction 417 President David R. Hummel M. L. Wilde Assistant Secretary Federal ID. No. By: 52-1064286 Title: Mayor, City of National City ATTEST: By: Title: City Clerk, City of National City (Notarial acknowledgement of execution by all PRINCIPALS OF CONTRACTOR must be attached.) CONTRACT (CONTINUED) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 CORPORATE CERTIFICATE M. L. wilde certify that I am the Secretary of the Corporation named as Contractor in the foregoing Contract; that David R. Rummel who signed said contract on behalf of the Contractor, was then President of said Corporation; that said contract was duly signed for and in behalf of said Corporation by authority of its governing body and is within the scope of its corporate powers. I, M. L. Wilde certify that I am the Secretary of the Corporation M. L. Wilde named as Contractor in the foregoing Contract; that who signed said contract on behalf of the Contractor, was then of said Corporation; that said contract was duly signed for and in behalf of said Corporation by authority of its governing body and is within the scope of its corporate powers. Assistant Secretary Corporate Seal: CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT lJ.."J.lJ�1"JJJ1J.IJ..."JJ.s"J�"J...�.././'J./1.!_.+"J�"J.l-I..✓J./..�"i../J1J./'l_si� State of California County of On o a?B( before me, Teresa T T. Halverson, Notary Public '�L y " I Name and Trtle of Officer (e.g., "Jane Doe, Notary Public') San Diego personally appeared David R. Hummel Name(s) of Signer(s) E personally known to me — OR — ❑ proved to me on the basis of satisfactory evidence to be the persorr() whose name(sa is/xit subscribed to the within instrument and acknowledged to me that he/Rkektjoy executed the same in his r t §ikauthorized capacity(3), and that by his&/ o(ei signature( on the instrument the person(), or the entity upon behalf of which the person(g) acted, executed the instrument. TERESA T. HAt.VERSON COMA. *1338337 NOTARY Pt&IC • CAUFORMA SAN OIEGO COIRRY Comtision feb.07.2006 WITNESS my hand and official seal. `�[oi• fvy2 ��`�vGLdB�c 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: c i '/O3 Number of Pages: '/ Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Individual ❑ Corporate Officer Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney -in -Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: RIGHT TH OFS UMBPRINT GNER Top of thumb here ❑ Individual E Corporate Officer Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney -in -Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: RIGHT THUMBPRINT OF SIGNER Top of thumb here © 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 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of San Diego On \d"��e COo2 before me, Teresa T. Halverson, Notary Public, Name and Title of Officer (e.g., "Jane Doe, Notary Public") personally appeared M. L. Wilde Name(s) of Signer(s) [personally known to me - OR - ❑ prove d to me on the basis of satisfactory evidence to be the person(t) whose name($ is/a#tSsubscribed to the within instrument and acknowledged to me that he/skis/itteN executed the same in his/belt authorized capacity(ie*, and that by his/heJ:ifttiairsignature(() on the instrument the person(s , or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. 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: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Individual ❑ Corporate Officer Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attomey-in-Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: RIGHT THUMBPRINT OF SIGNER Top of thumb here Number of Pages: i• Signer's Name: ❑ Individual ❑ Corporate Officer Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney -in -Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: RIGHT THUMBPRINT OF SIGNER Top of thumb here © 1994 National Notary Association • 8236 Remmet Ave., P.O. Box 7184 • Canoga Park, CA 91309-7184 Prod. No. 5907 l 1 0 Reorder: Call Toil -Free 1-800-878-8827 BOND NO. 645103974954BCM PERFORMANCE BOND NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the City Council of the City of National City, by Resolution No. 2003-22, passed the 4 day of February, 2003 has awarded to Hanson SJH Construction hereinafter designated as the "Principal". the National City Street Resurfacing Project, FY 02-03, Specification No. 02-2 WHEREAS, said Principal is required under the terms of said contract to furnish a bond for the faithful performance of said contract. NOW, THEREFORE, we, the Principal and TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA as surety, are held and firmly bound unto the City Council of the City of National City, hereinafter called the "Council", in the penal 511111 Of ONE MILLION EIGHT HUNDRED NINETY THOUSAND THREE HUNDRED SEVENTY SEVEN AND 18/100 lawful money of the United States, for the payment of which sum well and truly to be made, &********* bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firml # by these presents.*******($1,890,377.18)*************************************************** THE CONDITION OF THIS OBLIGATION IS SUCH THAT if the above bounden Principal, his/her or its heirs, executors, administrators, successors or assigns-, shall in all things stand to and abide by, and well and truly keep and perform the covenants; conditions and agreements in the said contract any alteration thereof made as therein provides, on his or their part, to be kept and performed at the time and in the amount therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City of National. City, the City Council, their officers, agents, and employees, as therein stipulated, then this obligation shall become null and void; otherwise it shall be and remain in full force and virtue. And the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time. alteration or additions to the terms of the contract or to the work or to the specifications. BOND NO. 64S103974954BCM PERFORMANCE BOND (CONTINUED) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 In the event suit is brought upon this bond by the City of National City and judgement is recovered, the surety shall pay all costs incurred by the Council in such suit, including a reasonable attorney's fee to be fixed by the Court. IN WITNESS WHEREOF three identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and Surety above named, on the 11TH day of FEBRUARY 2003_ (SEAL) - - v.(!.-l` (SEAL) '.**** (SEAL) JANICE FENNELL. ATTORNEY- (SEAL) M. L. Wilde, Asst. Sec.(SEAL) IN -FACT Surety TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA (SEAL) HANSON SJH CONSTRUCTION Principal BOND NO. 64S103974954BCM PERFORMANCE BOND (CONTINUED) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 ATTORNEY -IN -FACT ACKNOWLEDGEMENT OF SURETY STATE OF TENNESSEE ) ) ss COUNTY OF KNox ) On this 11TH day of FEBRUARY , 2003, before me, the undersigned, a Notary Public in and for said County and State. personally appeared JANICE FENNELL known to me to be the person whose name is subscribed to the within instrument as the attorney -in -fact of the TRAVELERS CASUALTY AND SURETY OCMPANY OF AMERTEttie corporation named as Surety in said instrument, and acknowledged to me that he subscribed the name of said corporation thereto as Surety, and his own name as attorney -in -fact. NOTE: Signature of those executing for Surety must be properly acknowledged. NOTE: The Attorney -in -fact must attach a certified copy of the Power of Attorney. Signature: alLeeLm,2/_ CCS- Name (Type or Print): HEATHER H. KING Notary Public in and for said County and State My Commission expires: MAY APPROVED AS TO FORM: By: George H. Eiser, III City Attorney 28, 2003 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT LG State of California County of San Diego Da before me, personally appeared M. L. Wilde Neme(s) of Signed* X ersonally known to me proved to me on the basis of satisfactory evidence LAURA E. APPLE Commission'# 1330126 Notary Public - California San Diego County My Comm. Fires Nov 13, 2005 s,fffir to be the person(4 whose name) isXalnX subscribed to the within instrument and acknowledged to me that he/A 4la' executed the same in authorized capacity(( and that by his/136.XfANK signature=on the instrument the person= or the entity upon behalf of which the persoe acted, executed the instrument. WITNESS my hand and official seal. Signature oTNotary 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 (� yy� (} Title or Type of Document: � 1 4rC L{ t t3 J/i Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: Laura E. Apple, Notary Public d� Name 94 115e of Officer (e.g., 'Jane Doe. Notary Public') pJ \AJ 2 � Number of Pages: s J aurvILQDJc4- • aQ� ❑ Individual ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney -in -Fact ❑ Trustee ❑ Guardian or Conse . or ❑ Other: Signer epresenting: RIGHT TFRINEPRINT OF S GNER Top of thumb here O 1999 National Notary Association • 9350 De Soto Ave.. P.O. Sox 2402 • Chatsworth. CA 91313-2402 • www.nationainotary.org Prod. No. 5907 - Reorder. Call Toll -Free 1.800-876-6827 BOND NO. 64S103974954BCM PAYMENT BOND NATIONAL CITY STREET RESURFACLNG PROJECT, FY 02-03 SPECIFICATION NO. 02-2 KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the City Council of the City of National City, by Resolution No. 2003-22, passed the 4 day of February, 2003 has awarded to Hanson SJH Construction, hereinafter designated as the "Principal", the National City Street Resurfacing Project, FY 02-03, Specification No. 02-2. WHEREAS, said Principal is required by Chapter 5 (commencing at Section 3225) and Chapter 7 (commencing at Section 3247), Title 15, Part 4, Division 3 of the California Civil Code to furnish a bond in connection with said contract; NOVV, THEREFORE, we, the Principal and TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA as surety, are held and firmly bound unto the City Council of the City of National City, hereinafter called the "Council", in the penal sum 0f0NE MILLION EIGHT HUNDRED NINETY THOUSAND THREE HUNDRED SEVENTY SEVEN AND 18/100 lawful money of the United States, for the payment of which sum well and truly to be made, we ******* bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly%******* by these presents.***********($1,890,377.18)************************************* ******** THE CONDITION OF THIS OBLIGATION IS SUCH that if said Principal, his/her or its subcontractors, heirs, executors, administrators, successors, or assigns, shall fail CO pay any of the persons named in Section 3181 of the California Civil Code, or amounts due under the Unemployment Insurance Code with respect to work or labor performed by any such claimant, or for any amounts required to be deducted, withheld, and paid over to the Franchise Tax Board from the wages of employees of the Contractor and his subcontractors pursuant to Section 18806 of the Revenue and Taxation Code, with respect to such work and labor the Surety will pay for the same in an amount not exceeding the sum hereinafter specified, and also, in case suit is brought upon this bond, a. reasonable attorney's fee, to be fixed by the Court. This Bond shall inure to the benefit of any of the persons named in Section 3181 of the California Civil Code, so as to give a right of action to such persons or their assigns in any suit brought upon this bond. BOND NO. 64S103974954BCM PAYMENT BOND (CONTINi UED) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 It is further stipulated and agreed that the Surety on this bond shall not be exonerated or released from the obligation of this bond by any change, extension of time for performance, addition, alteration or modification in, to, or of any contract, plans, specifications, or agreement pertaining or relating to any scheme or work of improvement hereinabove described or pertaining or relating to the furnishing of labor, materials, or equipment therefor, not by any change or modification of any terms of payment or extension of the time for any payment pertaining or relating to any scheme or work of improvement hereinabove described, nor by any rescission or attempted rescission of the contract, agreement or bond, nor by any conditions precedent or subsequent in the bond attempting to limit the right of recovery of claimants otherwise entitled to recover under any such contract or agreement or under the bond, nor by any fraud practiced by any person other than the claimant seeking to recover on the bond and that this bond be construed most strongly against the Surety and in favor of all persons for whose benefit such bond is given, and under no circumstances shall Surety be released from liability to those for whose benefit such bond has been given, by reason of any breach of contract between the owner of Public Entity and original contractor or on the part of any obliges named in such bond, but the sole conditions of recovery shall be that claimant is a person described in Section 3110 or 3112 of the California Civil Code, and has not been paid the full amount of his claim and that Surety does hereby waive notice of any such change, extension of time, addition, alteration or modification herein mentioned. IN WITNESS WHEREOF three identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and Surety above named, on the 11TH day of FEBRUARY , 2003. TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA (SEAL) @kAL) '.� (SEAL) JANICE FENNELL, ATTORNEY -IN- (SEAL) FACT Surety Principal HANSON SJH CONSTRUCTION (SEAL)- M.L. Wilde, Asst. Sec. (SEAL) BOND NO. 64S103974954BCM PAYMENT BOND (CONTINLED) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 ATTORNEY -IN -FACT ACKNOWLEDGEMENT OF SURETY STATE OF TENNESSEE ) ) ss COUNTY OF KNOX ) On this day 11TH of FEBRUARY 2003, before me, the undersigned, a Notary Public in and for said County and State, personally appeared JANICE FENNELL known to me to be the person whose name is subscribed to the within instrument as the attorney -in -fact of the TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA the corporation named as Surery in said instrument, and acknowledged to me that he subscribed the name of said corporation thereto as Surety, and his own name as attorney -in -fact. NOTE: Signature of those executing for Surety must be properly acknowledged. NOTE: The Attorney -in -fact must attach a certified copy of the Power of Attorney. Signature: Name (Type or Print): HEATHER H. KING (Notary Public in and for said County and State) My Commission expires: MAY 28, 2003 APPROVED AS TO FORM: By: George H. Eiser, III City Attorney 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)-L T-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: Richard C. Rose, Jeremy C. Rose, Janice Fennell, of Knoxville, Tennessee, 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 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 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 certificate 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. (11-00 Standard) LN WITNESS WHFREOF, 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 29th day of May 2001. STATE OF CONNECTICUT }SS. Hartford COUNTY OF HARTFORD TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY By George W. Thompson Senior Vice President On this 29th day of May, 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. CaOL.9Q Ct_ o= c5m�14e� My commission expires December 31, 2002 Notary Public scNNEO'�NNu.,N,;,.`' Carol A. Thompson N 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, 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 I I TH day of FEBRUARY 2003. By Kori M. Johanson Assistant Secretary, Bond CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT ' a+'L's�C� vim. • !".r'a:.'�'ai• tea• - cs *: �•twt. �C�rR .'a,aC . C C C `C�� al 4.91 Laura E. Apple, Notary Public M.L. Wilde State of California County of On �1 I ot-. San Diego ss Date personally appeared before me, Name and Title of Officer (e.g., "Jane Doe, Notary Public') LAIJRA E. APPLE Commission * 1330126 Notary Public - California Son Diego County [ Corm, Explreo Nov 93, 2005 v .ri Name(s) of Sigmas) known to me ❑ proved to me on the basis of satisfactory evidence to be the person($ whose name) isXaXeX subscribed to the within instrument and acknowledged to me that he/gankir executed the same in his�ri�3fZff authorized capacity and that by his/t}�3�f �iiK signature$ = Xon the instrument the person orq< the entity upon behalf of which the person acted, executed the instrument. WITS my hand and official seal. 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: r) D3 Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: ID Individual • ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney -in -Fact ❑ Trustee ❑ Guardian or Conse . or ❑ Other: Number of Pages: J Signer : -epresenting: I / 1 RIGHT THUMBPRINT OF SIGNER op of thu b here r'a"�".�"�.Z�'G�.i_�T'�a3`�..y'3���".����". ��'�3':��y'aC.vn,�6"es�✓<,a�d�-cs��'z�:-��b���o:�ai�'"�'�'=�"'�.����'���� © 1999 National Notary Association • 9350 De Soto Ave.. P.O. Box 2402 • Chatsworth, CA 91313-2402 • www.nationelnotaryorg Prod. No. 5907 Reorder: Call Toll -Free 1-800-876.6827 02/21/2093 16:05 FAX 1.8582665126 FFANS0N SJTT. FEB-20-2003 10=15 c S G IQJ0U2 p.03 POLICY NUMBER GLO 33/3502-00 COMMERCIAL GENERAL LJABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS (FORM B) This endorsement modifies Maroons* provided under the following COMMERCIAL GENERAL. LIABILITY COVERAGE NRT SCHEDULE Name of Person or Organization: CITY OF NATIONAL CITY, ITS OFFICERS, EMPLOYEES AND AGENTS PROJECT: FY 02J03 (SJH JOB 0455702) (If no witty appears above, Information required to complete this endorsement will be shown in the Deciarstions as applicable to this endorsement) WHO IS AN INSURED (section It) Is amended tO inndude as an insured the person or organization shown in the Schedule, but only with respect to liability arising oat of "your work" for that insured by or for you. CG 20 10 11 B$ Copyright Insurance Services Office, lee., 1984 du:lwntorrcesaddi Insured: poi ere 295e228.00.Cec TOTAL P.03 03/03/2003 13:08 FAX 18582885126 HANSON MI t1 002/002 ACORD, PRODOCER MARSH USA INC. 44 M Ippany Rued P.Q. Box 1966 MOITiyld /n, NJ 07962-1966 100667S.1H— INSURED HANSON PA BOX 8SJM CONSTRUCTION SAN DIEGO, CA 9216340139 DAZE IMIIDDMI} 03/03/03 T1415 CERTIFICATE IS ISSUED ABA NATTER OF INFORMATION ONLY AND CONFERS NO RIONTS UPON ME CERTIFIOATE ALTER THE COVERAGE AFFORDED @Y THEP0UQ E3 9ELOW.OR COMPANIES AFFORDING COVERAGE COMPANY A ZURICH AMERICAN INSURANCE COMPANY COMPANY 6 N/A COMPANY C COMPANY This IS Ta CERTIFY THAT THE POLICES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABODE FOR THE POUF PERIOD INDICATED, NOTWITHSTANDING ANY REQUREkENT, TERM OR CONDITON OF ANY CONTRACT Q2 OTTER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY 8E ISSUED OR MAY PERTAIN, THE INSURANCE POLICIESAFFORDED SY SHE IIESCRISED PD HEREIN I11 .4 SUBJECT TO ALL THE TERMS, BE EXCLUSIONS AND CONDITaNS OF SUCH POL)QES. AGGREGATE L M 1T55HOWN MM\ HAVfl GO LTI TYPE OF N5URA11Uc POLICE MUMMER POLICY DWp Y) POLICY (NB®DIUY) LW6T$ 3373802-00 10/01102 10/01(03 GENERAL ANNREOAT'6 $ 4,000,000 A OSNERAL LMNLIEY GLO pftOpUCTa.COMPWP AGG $ 2,000,000 X GOMMSkOAIfNHGAl LIABILITY PERSONA. & ADVIN.MAIY $ 2,000,000 u OCCUR EACH OCCURRENCE $ 2,000,000 OWNER'cuvrtesS NT OYAIER'S&CONTRACTOR'SPROT FIRE 0AIAAGE (My one Ere) $ 500,000 X CpCSL1AU1ARlllTY $ 5000 AIE6 E7P )MMele (Any AUTOMOBILE LIABILITY BAP2984227-01(AOS) 10/01/02 10101/02 10/01/03 10101/03 COMBINED aNaLeLIMIT $ 2,000,000 - X ANY AUTO N.I.OWNEDAUTOS TAP 296422B410X) BAP 2964229-01(VA) 10/01/C2 10/01/Oi. BOOILYINAWY (PIP poem) $ SCHEDULED AUTOS HIRED AUTOD SOOILYINJURY(Pe ticAMEN) $ N NON-0AMED AUTOS PROPERTY DAMAGE 3 LIABILITY --, AUTO GW.Y -EA ACOOBLT $ GARAAE — CRIER Th N AUTO ONLY ;;. .ra....'...I ANY AUTO EACH ACCIDENT $ $ AGGREGATE ENC-I OCCURRENCE $ EXCESS/ AGGREGATE $ U UMBRELLA FORM THAN UMURELLA F0 M (. �. TIMER WORKERS COMPENSATION AND VVC$9B422401(MA.IA/)) 10/01/02 10/01/03 y gT,�. 1 X TORYUMITS1 ER «c. A ENPLDIYERS•uAOLM WC29134225-01{A0S) 10101/02 10/01/03 fAGACCIDENT $ 2,000,06(1 DI9FiT5E-POLICY LIMIT $ 2,000,000 THE PROPRIETOR! PARTNERS'EIECLIME OFFI MRS ME' Ry¢ EMI OISEA`E-EACFtEMPLOYEE $ 2, ACM OTKER DESCRIPTION OF OPERATICNSILOCATION9NEIBC.EIISPECNL /TENS T; FAY 02103 (SJHAN HJJOBL 455702).D BUT ONLY A5 RESPECTS THE CMSU OF ED'S NEGL GENCE AS RESPECISS NATIONAL CCITY RESURFACINGa RO.ECINCLUDED WiCELLED 9EFORE 'ME SIId)ILD ANY OF THE MIME OEafA6E0 POLICES BE ENRATION DATE THEREOP. THE INSURANCE COWAN! WLL Nak 30 NAKED 10 THE LEFT, CITY OF NATIONAL CITY DAYS WRITTEN NOIRCE TO ME CERTIFICATE MOLDER NATIONAL CITY CITY BLVD. CITY, CA 91l150 i0 CERNIR IDOR W0 8000( woox xpowasoweaxagoestakvisoogeoaaeargapaweardet .. .... ... ... wwwwinagatueraimmig q as 1..0 n L°4TAy uia... Lilian Campbell ., - .. 0 0 0 .1: City of National City Department of Public Works 1243 National City Blvd., National City, CA 91950 (619) 336-4580 (619) 336-4380 Fax: (619) 336-4397 February 5, 2003 Mr. David R. Hummel, President Hanson SJH Construction P. O. Box 639069 San Diego, CA 92163-9069 Subj.: National City Street Resurfacing Project, Specification No. 02-2 Dear Mr. Hummel: Congratulations, the National City, City Council, at their meeting on February 4, 2003, approved the award of a contract to your company for the "National City Street Resurfacing Project", Specification No. 02-2. We look forward to a cooperative and enjoyable experience in the construction of this project. The award is for a Contract Amount of $1,890,377.18. This is your Notice of Contract Award. Pursuant to Section 2-1.2(a) of Part One of the Special Provisions, you shall execute the contract agreement with the City and submit the necessary documents within ten (10) days of this Notice of Award. Please submit the following to this office, no later than February 20, 2003: 1. The enclosed Contract Agreement executed in triplicate original. Return all three copies to the City. One fully executed copy will be forwarded to you. 2. The enclosed Performance Bond form for 100 percent of contract amount (Project Specifications Section 2-4). 3. The enclosed Payment Bond form for 100 percent of contract amount (Project Specifications Section 2-4). 4. The enclosed Emergency Notification List. (See Project Specifications Section 7-6) Recycled Paper 5. General Liability Insurance (Limits shall be in accordance with Project Specifications Section 7-3). 6. Workers' Compensation Insurance Certificate as required by Section 3700 of the California Labor Code (Project Specifications Section 7-4). 7. A copy of your City of National City Business License. Insurance policies must provide that they remain in force for not less than 30 days after notice to City of expiration or cancellation, and liability policies shall name the City of National City as additional insured. Your insurance will not be accepted if this requirement is not met and evidenced in your submitted documents. We must review and approve these documents before we can issue a Notice to Proceed. The Project Manager for this project is Mr. Michael Long at 336-4386. Please contact him to schedule a preconstruction conference. We would like to proceed with this project as soon as possible. Prepared by: Mic el J. Lon Ass ciate Civil Engineer Enclosures cc: City Clerk Approved by: Stephen M. Kirkpatrick Assistant Director Of Public Works/Engineering CONTRACT NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 THIS CONTRACT, made and entered into this day of , 2003 by and between the City of National City, California, herein after designated as the "City", and Hanson SJH Construction, hereinafter designated as the "Contractor". WITNESSETH: that the parties hereto do mutually agree as follows: 1. For and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the City, the Contractor agrees with the City to furnish all materials and labor for: NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 and to perform and complete in a good and workmanlike manner all the work pertaining thereto shown on the plans and specifications therefore; to furnish at his own proper cost and expense all tools, equipment, labor and materials necessary therefore; and to do everything required by this agreement and the said plans and specifications. 2. For furnishing all said materials and labor, tools and equipment, and doing all the work contemplated and embraced in this Contract, also for all loss and damage arising out of the nature of the work aforesaid, or from the action of the elements, or from any unforeseen difficulties which may arise or be encountered in the prosecution of the work until its acceptance by the City and for all risks of every description connected with the work; also, for all expenses incurred by or in consequence of the suspension or discontinuance of work, except such as in said specifications are expressly stipulated to be borne by the City and for well and faithfully completing the work and the whole thereof, in the manner shown and described in the said plans and specifications, the City will pay and the Contractor shall receive in full compensation therefore the lump sum price, or if the bid is on the unit price basis, the total price for the several items furnished pursuant to the specification, named in the bidding sheet of the proposal, as the case may be. 3. The City hereby promises and agrees to employ, and does hereby employ said Contractor to provide the materials and to do the work according to the terms and conditions herein contained and referred to for the price aforesaid and hereby conditions set forth in the specification; and the said parties for themselves, their heirs, CONTRACT (CONTINUED) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 executors, administrators, successors and assigns, do hereby agree to the full performance of the covenants herein contained. 4. The Notice Inviting Bids, Instructions To Bidders, Bid Proposal, Bonds, The Plans and Specifications, General Provisions and Special Provisions, and all amendments thereof, are hereby incorporated in and made part of this Contract. 5. The Contractor shall assume the defense of and indemnify and save harmless the City of National City and its officers, employees, and agents, including the private engineer, from all claims, loss, damage, injury and liability of every kind, nature and description, directly or indirectly arising from this Contract, or the performance of the work, regardless of responsibility or negligence. 6. Claims, disputes and other matters in question between the parties to this Contract, arising out of or relating to this Contract or the breach thereof, may be decided by arbitration if both parties to this Contract consent in accordance with the rules of the American Arbitration Association then obtaining unless the parties mutually agree otherwise. No arbitration arising out of or relating to this Contract, shall include, by consolidation, joinder or in any other manner, any additional person not a party to this Contract except by written consent containing a specific reference to this Contract and Signed by CONTRACTOR, CITY, and any other person sought to be joined. (Any Consent to arbitration involving an additional person or persons shall not constitute consent of any dispute not described therein or with any person not named or described therein.) This agreement to arbitrate and any agreement to arbitrate with an additional person or persons duly consented to by the parties to this Contract shall be specifically enforceable under the prevailing arbitration law. Notice of the demand for arbitration is to be filed in writing with the other party to this Contract and with the American Arbitration Association. The demand is to be made within a reasonable time after the claim, dispute or other matter in question has arisen. In no event is the demand for arbitration to be made after the date when institution of legal or equitable proceedings based on such claim, dispute or other matter in question would be barred by the applicable statute of limitations. The award rendered by the arbitrators shall be final and judgement may be enter upon it in accordance with applicable law in any court having jurisdiction thereof. CONTRACT (CONTINUED) NATIONAL CITY STREET RESRUFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 7. The Contractor agrees to comply with all Local, State and Federal regulations and with all applicable standards, orders, or regulations issued pursuant to the Clean Air Act of 1970 (42 U.S.C. 1857 et seq.) and the Federal Water Pollution Control Act (33 U.S.C. 1251 et seq.) as amended. IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed in three counterparts, each of which shall be deemed an original the day and year first above written. CONTRACTOR: By: CITY: Title: By: Title: Federal ID. No. By: Title: Mayor, City of National City ATTEST: By: Title: City Clerk, City of National City (Notarial acknowledgement of execution by all PRINCIPALS OF CONTRACTOR must be attached.) CONTRACT (CONTINUED) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 CORPORATE CERTIFICATE I, certify that I am the Secretary of the Corporation named as Contractor in the foregoing Contract; that who signed said contract on behalf of the Contractor, was then of said Corporation; that said contract was duly signed for and in behalf of said Corporation by authority of its governing body and is within the scope of its corporate powers. I, certify that I am the Secretary of the Corporation named as Contractor in the foregoing Contract; that who signed said contract on behalf of the Contractor, was then of said Corporation; that said contract was duly signed for and in behalf of said Corporation by authority of its governing body and is within the scope of its corporate powers. Corporate Seal: CONTRACT (CONTINUED) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 PARTNERSHIP CERTIFICATE STATE OF COUNTY OF ) ss On this day of , 2003, before me, the undersigned, a Notary Public in and for said County and State, personally appeared: (Notarial Seal) known to me to be of the partners of the partnership that executed the within instrument, and acknowledged to me that such partnership executed the same. Signature: Name (Type or Print): (Notary Public in and for said County and State) My Commission expires: PERFORMANCE BOND NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the City Council of the City of National City, by Resolution No. 2003-22, passed the 4 day of February, 2003 has awarded to Hanson SJH Construction hereinafter designated as the "Principal", the National City Street Resurfacing Project, FY 02-03, Specification No. 02-2 WHEREAS, said Principal is required under the terms of said contract to furnish a bond for the faithful performance of said contract. NOW, THEREFORE, we, the Principal and as surety, are held and firmly bound unto the City Council of the City of National City, hereinafter called the "Council", in the penal sum of lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT if the above bounden Principal, his/her or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the said contract any alteration thereof made as therein provides, on his or their part, to be kept and performed at the time and in the amount therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City of National City, the City Council, their officers, agents, and employees, as therein stipulated, then this obligation shall become null and void; otherwise it shall be and remain in full force and virtue. And the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or additions to the terms of the contract or to the work or to the specifications. PERFORMANCE BOND (CONTINUED) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 In the event suit is brought upon this bond by the City of National City and judgement is recovered, the surety shall pay all costs incurred by the Council in such suit, including a reasonable attorney's fee to be fixed by the Court. IN WITNESS WHEREOF three identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and Surety above named, on the day of 2003. (SEAL) (SEAL) (SEAL) (SEAL) (SEAL) (SEAL) Surety Principal PERFORMANCE BOND (CONTINUED) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 ATTORNEY -IN -FACT ACKNOWLEDGEMENT OF SURETY STATE OF COUNTY OF ) ss On this day of , 2003, before me, the undersigned, a Notary Public in and for said County and State, personally appeared known to me to be the person whose name is subscribed to the within instrument as the attorney -in -fact of the , the corporation named as Surety in said instrument, and acknowledged to me that he subscribed the name of said corporation thereto as Surety, and his own name as attorney -in -fact. NOTE: Signature of those executing for Surety must be properly acknowledged. NOTE: The Attorney -in -fact must attach a certified copy of the Power of Attorney. Signature: Name (Type or Print): Notary Public in and for said County and State My Commission expires: APPROVED AS TO FORM: By: George H. Eiser, III City Attorney PAYMENT BOND NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the City Council of the City of National City, by Resolution No. 2003-22, passed the 4 day of February, 2003 has awarded to Hanson SJH Construction, hereinafter designated as the "Principal", the National City Street Resurfacing Project, FY 02-03, Specification No. 02-2. WHEREAS, said Principal is required by Chapter 5 (commencing at Section 3225) and Chapter 7 (commencing at Section 3247), Title 15, Part 4, Division 3 of the California Civil Code to furnish a bond in connection with said contract; NOW, THEREFORE, we, the Principal and as surety, are held and firmly bound unto the City Council of the City of National City, hereinafter called the "Council", in the penal sum of lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that if said Principal, his/her or its subcontractors, heirs, executors, administrators, successors, or assigns, shall fail to pay any of the persons named in Section 3181 of the California Civil Code, or amounts due under the Unemployment Insurance Code with respect to work or labor performed by any such claimant, or for any amounts required to be deducted, withheld, and paid over to the Franchise Tax Board from the wages of employees of the Contractor and his subcontractors pursuant to Section 18806 of the Revenue and Taxation Code, with respect to such work and labor the Surety will pay for the same in an amount not exceeding the sum hereinafter specified, and also, in case suit is brought upon this bond, a reasonable attorney's fee, to be fixed by the Court. This Bond shall inure to the benefit of any of the persons named in Section 3181 of the California Civil Code, so as to give a right of action to such persons or their assigns in any suit brought upon this bond. PAYMENT BOND (CONTINUED) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 It is further stipulated and agreed that the Surety on this bond shall not be exonerated or released from the obligation of this bond by any change, extension of time for performance, addition, alteration or modification in, to, or of any contract, plans, specifications, or agreement pertaining or relating to any scheme or work of improvement hereinabove described or pertaining or relating to the furnishing of labor, materials, or equipment therefor, not by any change or modification of any terms of payment or extension of the time for any payment pertaining or relating to any scheme or work of improvement hereinabove described, nor by any rescission or attempted rescission of the contract, agreement or bond, nor by any conditions precedent or subsequent in the bond attempting to limit the right of recovery of claimants otherwise entitled to recover under any such contract or agreement or under the bond, nor by any fraud practiced by any person other than the claimant seeking to recover on the bond and that this bond be construed most strongly against the Surety and in favor of all persons for whose benefit such bond is given, and under no circumstances shall Surety be released from liability to those for whose benefit such bond has been given, by reason of any breach of contract between the owner of Public Entity and original contractor or on the part of any obliges named in such bond, but the sole conditions of recovery shall be that claimant is a person described in Section 3110 or 3112 of the California Civil Code, and has not been paid the full amount of his claim and that Surety does hereby waive notice of any such change, extension of time, addition, alteration or modification herein mentioned. IN WITNESS WHEREOF three identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and Surety above named, on the day of , 2003. (SEAL) (SEAL) (SEAL) (SEAL) (SEAL) (SEAL) Surety Principal PAYMENT BOND (CONTINUED) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 ATTORNEY -IN -FACT ACKNOWLEDGEMENT OF SURETY STATE OF COUNTY OF On this day for said of County ) ss , 2003, before me, the undersigned, a Notary Public in and and State, personally appeared known to me to be the person whose name instrument as the attorney -in -fact of the , the corporation named as Surety in said instrument, and acknowledged to me that he subscribed the name of said corporation thereto as Surety, and his own name as attorney -in -fact. is subscribed to the within NOTE: Signature of those executing for Surety must be properly acknowledged. NOTE: The Attorney -in -fact must attach a certified copy of the Power of Attorney. Signature: Name (Type or Print): (Notary Public in and for said County and State) My Commission expires: APPROVED AS TO FORM: By: George H. Eiser, III City Attorney EMERGENCY NOTIFICATION LIST NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 DATE: In reference to Section 7-6 of the Standard Specifications my/our representatives at the construction site for the above subject project will be: Name Emergency Telephone Number(s) Name Emergency Telephone Number(s) I am aware that one of the named representative(s) shall be present at the work site whenever work is in progress. Further each of these responsible persons can be contacted in an emergency situation and have complete authority to act on the Contractor's behalf. Signature of Contractor Name and Title Signature of Contractor Name and Title Note: Two signatures are required if a corporation. 38 C/ City of National City Department of Public Works 1243 National City Blvd., National City, CA 91950 (619) 336-4580 (619) 336-4380 Fax: (619) 336-4397 February 5, 2003 Mr. David R. Hummel, President Hanson SJH Construction P. O. Box 639069 San Diego, CA 92163-9069 Subj.: National City Street Resurfacing Project, Specification No. 02-2 Dear Mr. Hummel: Congratulations, the National City, City Council, at their meeting on February 4, 2003, approved the award of a contract to your company for the "National City Street Resurfacing Project" , Specification No. 02-2. We look forward to a cooperative and enjoyable experience in the construction of this project. The award is for a Contract Amount of $1,890,377.18. This is your Notice of Contract Award. Pursuant to Section 2-1.2(a) of Part One of the Special Provisions, you shall execute the contract agreement with the City and submit the necessary documents within ten (10) days of this Notice of Award. Please submit the following to this office, no later than February 20, 2003: 1. The enclosed Contract Agreement executed in triplicate original. Return all three copies to the City. One fully executed copy will be forwarded to you. 2. The enclosed Performance Bond form for 100 percent of contract amount (Project Specifications Section 2-4). 3. The enclosed Payment Bond form for 100 percent of contract amount (Project Specifications Section 2-4). 4. The enclosed Emergency Notification List. (See Project Specifications Section 7-6) e Recycled Paper 5. General Liability Insurance (Limits shall be in accordance with Project Specifications Section 7-3). 6. Workers' Compensation Insurance Certificate as required by Section 3700 of the Califomia Labor Code (Project Specifications Section 7-4). 7. A copy of your City of National City Business License. Insurance policies must provide that they remain in force for not less than 30 days after notice to City of expiration or cancellation, and liability policies shall name the City of National City as additional insured. Your insurance will not be accepted if this requirement is not met and evidenced in your submitted documents. We must review and approve these documents before we can issue a Notice to Proceed. The Project Manager for this project is Mr. Michael Long at 336-4386. Please contact him to schedule a preconstruction conference. We would like to proceed with this project as soon as possible. Prepared by: Approved by: Mic el J. Lon Ass ciate Civil Engineer Enclosures cc: City Clerk 1/-- Stephen M. Kirkpatrick Assistant Director Of Public Works/Engineering CONTRACT NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 THIS CONTRACT, made and entered into this day of , 2003 by and between the City of National City, California, herein after designated as the "City", and Hanson SJH Construction, hereinafter designated as the "Contractor". WITNESSETH: that the parties hereto do mutually agree as follows: 1. For and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the City, the Contractor agrees with the City to furnish all materials and labor for: NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 and to perform and complete in a good and workmanlike manner all the work pertaining thereto shown on the plans and specifications therefore; to furnish at his own proper cost and expense all tools, equipment, labor and materials necessary therefore; and to do everything required by this agreement and the said plans and specifications. 2. For furnishing all said materials and labor, tools and equipment, and doing all the work contemplated and embraced in this Contract, also for all loss and damage arising out of the nature of the work aforesaid, or from the action of the elements, or from any unforeseen difficulties which may arise or be encountered in the prosecution of the work until its acceptance by the City and for all risks of every description connected with the work; also, for all expenses incurred by or in consequence of the suspension or discontinuance of work, except such as in said specifications are expressly stipulated to be borne by the City and for well and faithfully completing the work and the whole thereof, in the manner shown and described in the said plans and specifications, the City will pay and the Contractor shall receive in full compensation therefore the lump sum price, or if the bid is on the unit price basis, the total price for the several items furnished pursuant to the specification, named in the bidding sheet of the proposal, as the case may be. 3. The City hereby promises and agrees to employ, and does hereby employ said Contractor to provide the materials and to do the work according to the terms and conditions herein contained and referred to for the price aforesaid and hereby conditions set forth in the specification; and the said parties for themselves, their heirs, CONTRACT (CONTINUED) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 executors, administrators, successors and assigns, do hereby agree to the full performance of the covenants herein contained. 4. The Notice Inviting Bids, Instructions To Bidders, Bid Proposal, Bonds, The Plans and Specifications, General Provisions and Special Provisions, and all amendments thereof, are hereby incorporated in and made part of this Contract. 5. The Contractor shall assume the defense of and indemnify and save harmless the City of National City and its officers, employees, and agents, including the private engineer, from all claims, loss, damage, injury and liability of every kind, nature and description, directly or indirectly arising from this Contract, or the performance of the work, regardless of responsibility or negligence. 6. Claims, disputes and other matters in question between the parties to this Contract, arising out of or relating to this Contract or the breach thereof, may be decided by arbitration if both parties to this Contract consent in accordance with the rules of the American Arbitration Association then obtaining unless the parties mutually agree otherwise. No arbitration arising out of or relating to this Contract, shall include, by consolidation, joinder or in any other manner, any additional person not a party to this Contract except by written consent containing a specific reference to this Contract and Signed by CONTRACTOR, CITY, and any other person sought to be joined. (Any Consent to arbitration involving an additional person or persons shall not constitute consent of any dispute not described therein or with any person not named or described therein.) This agreement to arbitrate and any agreement to arbitrate with an additional person or persons duly consented to by the parties to this Contract shall be specifically enforceable under the prevailing arbitration law. Notice of the demand for arbitration is to be filed in writing with the other party to this Contract and with the American Arbitration Association. The demand is to be made within a reasonable time after the claim, dispute or other matter in question has arisen. In no event is the demand for arbitration to be made after the date when- institution of legal or equitable proceedings based on such claim, dispute or other matter in question would be barred by the applicable statute of limitations. The award rendered by the arbitrators shall be final and judgement may be enter upon it in accordance with applicable law in any court having jurisdiction thereof. CONTRACT (CONTINUED) NATIONAL CITY STREET RESRUFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 7. The Contractor agrees to comply with all Local, State and Federal regulations and with all applicable standards, orders, or regulations issued pursuant to the Clean Air Act of 1970 (42 U.S.C. 1857 et seq.) and the Federal Water Pollution Control Act (33 U.S.C. 1251 et seq.) as amended. IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed in three counterparts, each of which shall be deemed an original the day and year first above written. CONTRACTOR: By: Title: CITY: By: Title: Federal ID. No. By: Title: Mayor, City of National City ATTEST: By: Title: City Clerk, City of National City (Notarial acknowledgement of execution by all PRINCIPALS OF CONTRACTOR must be attached.) CONTRACT (CONTINUED) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 CORPORATE CERTIFICATE I, certify that I am the Secretary of the Corporation named as Contractor in the foregoing Contract; that who signed said contract on behalf of the Contractor, was then of said Corporation; that said contract was duly signed for and in behalf of said Corporation by authority of its governing body and is within the scope of its corporate powers. I, certify that I am the Secretary of the Corporation named as Contractor in the foregoing Contract; that who signed said contract on behalf of the Contractor, was then of said Corporation; that said contract was duly signed for and in behalf of said Corporation by authority of its governing body and is within the scope of its corporate powers. Corporate Seal: CONTRACT (CONTINUED) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 PARTNERSHIP CERTIFICATE STATE OF COUNTY OF ) ss On this day of , 2003, before me, the undersigned, a Notary Public in and for said County and State, personally appeared: (Notarial Seal) known to me to be of the partners of the partnership that executed the within instrument, and acknowledged to me that such partnership executed the same. Signature: Name (Type or Print): (Notary Public in and for said County and State) My Commission expires: r• PERFORMANCE BOND NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the City Council of the City of National City, by Resolution No. 2003-22, passed the 4 day of February, 2003 has awarded to Hanson SJH Construction hereinafter designated as the "Principal", the National City Street Resurfacing Project, FY 02-03, Specification No. 02-2 WHEREAS, said Principal is required under the terms of said contract to furnish a bond for the faithful performance of said contract. NOW, THEREFORE, we, the Principal and as surety, are held and firmly bound unto the City Council of the City of National City, hereinafter called the "Council", in the penal sum of lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT if the above bounden Principal, his/her or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the said contract any alteration thereof made as therein provides, on his or their part, to be kept and performed at the time and in the amount therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City of National City, the City Council, their officers, agents, and employees, as therein stipulated, then this obligation shall become null and void; otherwise it shall be and remain in full force and virtue. And the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or additions to the terms of the contract or to the work or to the specifications. PERFORMANCE BOND (CONTINUED) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 In the event suit is brought upon this bond by the City of National City and judgement is recovered, the surety shall pay all costs incurred by the Council in such suit, including a reasonable attorney's fee to be fixed by the Court. IN WITNESS WHEREOF three identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and Surety above named, on the day of 2003. (SEAL) (SEAL) (SEAL) (SEAL) (SEAL) (SEAL) Surety Principal PERFORMANCE BOND (CONTINUED) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 ATTORNEY -IN -FACT ACKNOWLEDGEMENT OF SURETY STATE OF ) ss COUNTY OF ) On this day of , 2003, before me, the undersigned, a Notary Public in and for said County and State, personally appeared known to me to be the person whose name is subscribed to the within instrument as the attorney -in -fact of the , the corporation named as Surety in said instrument, and acknowledged to me that he subscribed the name of said corporation thereto as Surety, and his own name as attorney -in -fact. NOTE: Signature of those executing for Surety must be properly acknowledged. NOTE: The Attorney -in -fact must attach a certified copy of the Power of Attorney. Signature: Name (Type or Print): Notary Public in and for said County and State My Commission expires: APPROVED AS TO FORM: By: George H. Eiser, III City Attorney PAYMENT BOND NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the City Council of the City of National City, by Resolution No. 2003-22, passed the 4 day of February, 2003 has awarded to Hanson SJH Construction, hereinafter designated as the "Principal", the National City Street Resurfacing Project, FY 02-03, Specification No. 02-2. WHEREAS, said Principal is required by Chapter 5 (commencing at Section 3225) and Chapter 7 (commencing at Section 3247), Title 15, Part 4, Division 3 of the California Civil Code to furnish a bond in connection with said contract; NOW, THEREFORE, we, the Principal and as surety, are held and firmly bound unto the City Council of the City of National City, hereinafter called the "Council", in the penal sum of lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that if said Principal, his/her or its subcontractors, heirs, executors, administrators, successors, or assigns, shall fail to pay any of the persons named in Section 3181 of the California Civil Code, or amounts due under the Unemployment Insurance Code with respect to work or labor performed by any such claimant, or for any amounts required to be deducted, withheld, and paid over to the Franchise Tax Board from the wages of employees of the Contractor and his subcontractors pursuant to Section 18806 of the Revenue and Taxation Code, with respect to such work and labor the Surety will pay for the same in an amount not exceeding the sum hereinafter specified, and also, in case suit is brought upon this bond, a reasonable attorney's fee, to be fixed by the Court. This Bond shall inure to the benefit of any of the persons named in Section 3181 of the California Civil Code, so as to give a right of action to such persons or their assigns in any suit brought upon this bond. PAYMENT BOND (CONTINUED) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 It is further stipulated and agreed that the Surety on this bond shall not be exonerated or released from the obligation of this bond by any change, extension of time for performance, addition, alteration or modification in, to, or of any contract, plans, specifications, or agreement pertaining or relating to any scheme or work of improvement hereinabove described or pertaining or relating to the furnishing of labor, materials, or equipment therefor, not by any change or modification of any terms of payment or extension of the time for any payment pertaining or relating to any scheme or work of improvement hereinabove described, nor by any rescission or attempted rescission of the contract, agreement or bond, nor by any conditions precedent or subsequent in the bond attempting to limit the right of recovery of claimants otherwise entitled to recover under any such contract or agreement or under the bond, nor by any fraud practiced by any person other than the claimant seeking to recover on the bond and that this bond be construed most strongly against the Surety and in favor of all persons for whose benefit such bond is given, and under no circumstances shall Surety be released from liability to those for whose benefit such bond has been given, by reason of any breach of contract between the owner of Public Entity and original contractor or on the part of any obliges named in such bond, but the sole conditions of recovery shall be that claimant is a person described in Section 3110 or 3112 of the California Civil Code, and has not been paid the full amount of his claim and that Surety does hereby waive notice of any such change, extension of time, addition, alteration or modification herein mentioned. IN WITNESS WHEREOF three identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and Surety above named, on the day of 2003. (SEAL) (SEAL) (SEAL) (SEAL) (SEAL) (SEAL) Surety Principal PAYMENT BOND (CONTINUED) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 ATTORNEY -IN -FACT ACKNOWLEDGEMENT OF SURETY STATE OF COUNTY OF ) ss On this day of , 2003, before me, the undersigned, a Notary Public in and for said County and State, personally appeared known to me to be the person whose name is subscribed to the within instrument as the attorney -in -fact of the , the corporation named as Surety in said instrument, and acknowledged to me that he subscribed the name of said corporation thereto as Surety, and his own name as attorney -in -fact. NOTE: Signature of those executing for Surety must be properly acknowledged. NOTE: The Attorney -in -fact must attach a certified copy of the Power of Attorney. Signature: Name (Type or Print): (Notary Public in and for said County and State) My Commission expires: APPROVED AS TO FORM: By: George H. Eiser, III City Attorney EMERGENCY NOTIFICATION LIST NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 DATE: In reference to Section 7-6 of the Standard Specifications my/our representatives at the construction site for the above subject project will be: Name Emergency Telephone Number(s) Name Emergency Telephone Number(s) I am aware that one of the named representative(s) shall be present at the work site whenever work is in progress. Further each of these responsible persons can be contacted in an emergency situation and have complete authority to act on the Contractor's behalf. Signature of Contractor Name and Title Signature of Contractor Name and Title Note: Two signatures are required if a corporation. 38 .iEETING DATE City of National City, California COUNCIL AGENDA STATEMENT FEBRUARY 4, 2003 AGENDA ITEM NO. 12 ITEM TITLE RESOLUTION OF THE CITY OF NATIONAL CITY AWARDING A CONTRACT TO HANSON SJH CONSTRUCTION FOR THE NATIONAL CITY STREET RESURFACING PROJECT, SPEC. NO. 02-2 PREPARED By Michael Long 336-4580 DEPARTMENT Public Works/Engineering EXPLANATION On January 7, 2003, six (6) bids were received and opened for the National City Street Resurfacing Project, Specification No. 02-2. The project includes the repair of bituminous pavements in various locations within the City of National City. The pavement repairs vary from full -depth reconstruction, to pavement overlays, depending on the type and severity of the street conditions. All affected pavement markings will be replaced. Staff has reviewed all of the proposals and found the lowest responsive bidder, Hanson SJH Construction, qualified to perform the work. The total cost of the project is estimated to be $2,270,000.00. This amount includes the construction bid price of $1,890,377.18 plus approximately 15% ($285,000.00) for contingencies, and approximately 5% ($94,622.82) for materials testing, inspection, and surveying. Environmental Review N/A / Financial Statement The total cost of the project is estilted roe to be $2,270, 000.00. This amo nt is within the estimated buc'et for hlsy pr tec .Finance o;rec, Funding is available through A' .0 t Number 109-409-500-598-6035, 343-409-500-598-65, 345- ,`409-500-598-6035, 125-409- 005 8-6035' nd 7-409-500-598-6035.Account No, 'STAFF RECO ME DATIO Adopt the Resoluti BOARD / COMMISSION RECOMMENDATION N/A ATTACHMENTS ( Listed Below j 1. Resolution 2. Bid Opening Spreadsheet 3. Bid Opening Sheet Resolution No. 2003-22 A-2l ?&9) RESOLUTION NO. 2003 — 22 RESOLUTION OF THE CITY COUNCIL QF THE CITY OF NATIONAL CITY AWARDING A CONTRACT TO HANSON SJH CONSTRUCTION FOR THE NATIONAL CITY STREET RESURFACING PROJECT (Engineering Specification No. 02-2) WHEREAS, the Public Works/Engineering Department of the City of National City did, in open session on January 7, 2003, publicly open, examine and declare all sealed bids for the National City Street Resurfacing Project, Specification No. 02-2. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of National City hereby awards the contract for the National City Street Resurfacing Project to the lowest responsive, responsible bidder, to wit: HANSON SJH CONSTRUCTION BE IT FURTHER RESOLVED by the City Council of the City of National City that the Mayor is hereby authorized to execute on behalf of the City a contract between Hanson SJH Construction and the City of National City for the National City Street Resurfacing Project. Said contract is on file in the office of the City Clerk. PASSED and ADOPTED this 4' day of February, 2003. NikTrtzunza, Mayor ATTEST: APPROVED AS TO FORM: in Ltd: George H. Eiser, III City Attorney Passed and adopted by the Council of the City. of National City, California, on February 4, 2003, by the following vote, to -wit: Ayes: Councilmembers Morrison, Natividad, Parra, Ungab. Nays: None. Absent: Councilmember Inzunza. Abstain: None. AUTHENTICATED BY: NICK INZUNZA Mayor of the City of National City, California Ci Clerk of the Ci of National City, California By: Deputy I HEREBY CERTIFY that the above and foregoing is a full, true and correct copy of RESOLUTION NO. 2003-22 of the City of National City, California, passed and adopted by the Council of said City on February 4, 2003. City Clerk of the City of National City, California By: Deputy 02-03 Overlay Project Contractor Hanson SJH Const. J. D. Paving Inc. SRM Contracting and Paving Southland Paving Inc. Daley-CCAC, J. V. ABC Construction Co., Inc. Rank 1 2 3 4 5 6 Mobilization (Is) 1 $21,323.10 $75,308.20 $28,525.00 $140,800.00 $86,122.93 $27,107.00 Clearing & Grubbing (Is) 1 $1,000.00 $56,540.00 $60,135.00 $22,000.00 $7,000.00 $45,000.00 Unclassified Excavation (cy) 800 $17,032.00 $18,160.00 $34,240.00 $37,600.00 $65,600.00 $33,600.00 Street Section "1.3"-AC-on 8" Base (sf) 59614 $151,419.56 $137,112.20 $134,131.50 $204,476.02 $223,552.50 $226,533.20 Street Section 2" AC on 70" Base (sf) 85859 $218,940.45 $238,688.02 $236,112.25 $311,668.17 $386,365.50 $420,709.10 Meet Section 3"-AC onB" Base (sf) 107031 $269,718.12 $303,968.04 $305,038.35 $337,147.65 $272,929.05 $299,686.80 R&R AC Only (tons) 1185 $72,071.70 $67,734.60 $75,247.50 $112,575.00 $80,580.00 $111,390.00 Pavement Miling (If) 62390 $45,544.70 $53,655.40 $53,031.50 $52,407.60 $46,792.50 $49,912.00 Pavement Fabric (sy) 126589 $94,941.75 $100,005.31 $101,271.20 $98,739.42 886,080.52 $88,612.30 AC Overlay (tons) 12246 $551,070.00 $555,233.64 $598,829.40 $535,150.20 $587,808.00 $644,139.60 Manholes (ea) 65 $13,000.00 $19,662.50 $16,510.00 $11,700.00 $35,750.00 815,600.00 Monuments (ea) 9 $1,350.00 $2,227.50 $3,960.00 $1,485.00 $5,850.00 $3,150.00 R&R Cross Gutter (sf) 6079 $96,412.94 $69,239.81 $70,820.35 $67,780.85 $85,106.00 $63,829.50 New Cross Gutter (sf) 1124 $18,647.16 $12,802.36 $13,094.60 $12,532.60 $14,612.00 $11,802.00 R&R Sidewalk (sf) 6990 $44,037.00 $46,343.70 $47,532.00 $45,435.00 $45,435.00 _ $42,639.00 New Sidewalk (sf) 4471 $23,472.75 $27,004.84 $27,720.20 $26,602.45 $22,355.00 $24,590.50 Remove Concrete (sf) 1350 $4,684.50 $4,009.50 $4,117.50 $3,915.00 $2,700.00 $3,645.00 R&R Curb & Gutter (If) 1939 $53,749.08 $55,668.69 $65,926.00 $54,679.80 $60,109.00 $51,383.50 New Curb & Gutter (If) 1023 $22,986.81 $29,370.33 $30,127.35 $28,848.60 $19,437.00 $27,109.50 Traffic Striping (Is) 1 $23 000.00 $24,357.30 $24,985.85 $26,000.00 $23,500.00 $25,000.00 Ped Ramps (ea) 15 $20,475.00 $19,305.00 $22,200.00 $18,975.00 $30,000.00 _ $18,000.00 Reinstall Traffic Loops (ea) 154 $43,890.00 $44,044.00 $28,798.00 $44,660.00 $30,800.00 $29,260.00 R&R Alley Apron (sf) 275 $2,750.00 $2,178.00 $2,213.75 $2,131.25 $3,300.00 $11980.00 New Driveway (sf) 1880 $11,054.40 $13,028.40 $13,254.00 $12,784.00 $12,220.00 _ $12,032.00 R&R Driveway (sf) 6694 $47,795.16 $46,389.42 $47,192.70 $45,519.20 $53,552.00 $43,511.00 R&R Storm Drain Cover D-3 (ea) 1 $1 426.00 $1,760.00 $235.00 $2,750.00 $3,200.00 $1,400.00 New Gravity Wall (cy) 3 - $3,339.00 $594.00 $606.00 $600.00 $3,480.00 $600.00 R&R Retaining Wall (sf) 363 $15,246.00 $10,781.10 $13,068.00 $10,599.60 $16,698.00 $10,164.00 $1,890,377.18 $2,035,171.86 $2,058,923.00 $2,269,562.41 $2,310,935.00 $2,332,386.00 J:\COMMON\ENGINEERWIIKE\BID SPECS AND CONTRACT AGMTS\02-2\02-03 OVERLAY PROJECT BID OPENING SPECIFICATION NUMBER: 02-2 PROJECT TITLE: NATIONAL CITY STREET RESURFACING PROJECT, FY 02-2 OPENING DATE: TUESDAY, JANUARY 7, 2003 TIME: 3:00 P.M. ESTIMATE: $2,000,000.00 PROJECT ENGINEER: MICHAEL LONG NO. BIDDER'S NAME (PAGE 13 OR 14) BID AMOUNT (PAGE 15) ADDENDA (PAGE 13) BID SECURITY AGE 18-CHECK (PAGE 19 BOND) 1. HANSON SJH CONSTRUCTION P.O. BOX 3150 SAN DIEGO, CA 92113 $1,890,377.18 N/A YES 2. J.D. PAVING, INC. 1412 BARHAM DRIVE SAN MARCOS, CA 92078 $2,035,171.86 N/A YES 3. SRM CONTRACTING & PAVING 7192 MISSION GORGE ROAD SAN DIEGO, CA 92120 $2,058,923.00 N/A YES 4. SOUTHLAND PAVING 361 N. HALE AVENUE ESCONDIDO, CA 92029 $2,269,562.41 N/A YES 5. DALEY-CCACJ. 5370 EASTGATE MALL SAN DIEGO, CA 92121 $2,310,935.00 N/A YES 6. ABC CONSTRUCTION 3120 NATIONAL AVENUE SAN DIEGO, CA 92113 $2,332,386.00 N/A YES BID02-2 City of National City Department of Public Works 1243 National City Blvd., National City, CA 91950 (619) 336-4580 (619) 336-4380 Fax: (619) 336-4397 DATE: January 29, 2003 TO: Mayor and City Council Tom McCabe, City Manager Park Morse, Assistant City Manager otic FROM: Stephen Kirkpatrick, Asst. Director of Public Works/Engineering SUBJECT: Resolution of the City of National City Awarding a Contract to Hanson SJH Construction for the National City Street Resurfacing Project, Specification No. 02-02 At the Council Meeting on January 21, 2003 the City Council considered an item titled "Resolution of the City of National City Awarding a Contract to Hanson SJH Construction for the National City Street Resurfacing Project, Specification No. 02-02." The item was continued until the next meeting for a few reasons; 1.) More information about the contractor was requested, 2.) There were questions about what streets were included in the project, 3.) Questions about bid quantities and bid prices were raised, and 4.) There were some questions regarding the funds availability for the project. The first three concerns are addressed in this memo; the fourth concern is the subject of a separate attached memo. Please find attached Hanson SJH Construction's background information that includes qualifications, license class, bonding information, references and insurance. In addition please find attached a list and map of the streets scheduled for rehabilitation and overlay in the current fiscal year. With respect to the bid item questions: Line item number 27, New Gravity Wall, is a 20-foot section of raised curb at the back of the sidewalk for the purpose of maintaining the minor slope on the adjacent property. It is not really a retaining wall, but it is necessary so that silt and soil doesn't wash across the sidewalk. The apparent discrepancy in costs on bid item number 2, Clearing and Grubbing: Section 300-1.3 of the bid documents states in the payment clause that: "The lump sum unit price contract price bid for clearing and grubbing shall include full compensation for saw - cutting, demolition and removal and disposal of all items required to be removed in order to construct the improvements unless payment is specified elsewhere within these special provisions and no additional compensation will be made therefore." The ® Recycled Paper specifications indicate that the payment for the removal and disposal of material shall be included in the bid price for the specified line items. Specifically, line items 4, 7, 13, 25 and 28 all include removal and replacement. The combined difference for all these items is approximately $53,000 lower for the 2"d place bidder, but the 2"d place bidder has put the cost of removal and replacement in the Clearing and Grubbing line item as evidenced by it being so much higher than the low bid. The lowest bidder recognized that the majority of the cost for Clearing and Grubbing is included in the various Remove and Replace bid items, and consequently his bid for Clearing and Grubbing is low. In summary the first place bidder paid closer attention to how he allocated his costs, and did so in accordance with our contract requirements. Just as an FYI, we include removal and replacement in the individual line items so that if we add or remove some items of work we don't have to open discussions with the contractor regarding how the lump sum line item "Clearing and Grubbing" has to be modified. Attachments Hanson SJH Construction Background Information Hanson SJH License and Bond Information List and Map of Streets Final Bid Results Spread Sheet Memo dated January 24, 2003 01/2L/ ZUU3 lb:II .t'AA l Omit is ti HA:\SUN SJH <1,1tUUL N OM N NW "Hanson Hanson SJH Construction P.Q. Box 639069 San Diego. CA 92163.9069 Sal (B514 974-5011 Fax (B58) 2685126 Lic. 97352A PREQUALIFICATION STATEMENT Hanson Aggregates Pacific Southwest, Inc. dba Hanson SJH Construction is a Delaware Corporation and a California Company Federal Tax ID #52-1064286 Calif. State Sales Tax #: SYSH25-681448 Calif State Unemployment No.: 029-4289-4 Mailing, Address: P. O. Box 639069 San Diego, Ca. 92163-906,9 Physical Address: 9229 Harris Plant Road San Diego, Ca. 92145 Hanson SJH Construction (formerly known. as Sim J. Harris Company) was Established in 1932 and Licensed in 1934 - Incorporated under the laws; of Delaware in 1976 California Contractors' :License: 97352 Classification: A Expires: August 31, 2004 Hanson SJH Conatnretion is a General Engineering contractor specializing in grading, asphalt concrete paving, asphalt sealcoat operations, manufacture u£ asphalt concrete, road base, asphalt emulsions and rock products_ Our projects include commercial, residential, industrial, public works and government projects in and around San Diego County. Our contract size lint is unlimited, Union Affiliations: Laborers Local 89 and Teamsters Local 36 F. A. Nelson David R. Hummel Monty L. Wilde Kevin K. rioww Wells Fargo Bank 707 Wilshire Blvd, Dept 2818-132 Los Angeles, Ca. 90017-3501 Acct. # 4159-320043 Names and Titles of Officers: CEO and Chairman of the Board President - Asst Secretary & Contracting Gen'I Manager - Controller/CFO ank References: Mellon Bank, N. A_ Credit Inquiries: 1 (412) 234-5286 1 Mellon Bank Ctr Room 4550 Philadelphia, Pa_ 95258-0001 Acct 03I100047-2-955-128 Bonding Company: Travelers Casualty and Surety Company of America (rating A+, N.A.I.C_ "Nat'l Assoc Inc Corrin' #31194, a Connecticut Corp) Broker: Rose, Smith, Tucker LLC, P. O. Box 10388, Knoxville, TN 37939 Agent: Janice Fennell (865) 692-9683 janice.fennellCir7rstllc.com Bonding Capacity: $25 million + Insurance: Zurich American Ins Co, (rating A+XVg) Agent: Marsh USA Inc., 44 Whippany Road, Morristown, New Jersey 07962-1966 Attn: Lisa O'Donnell (973) 401-5122 Fax (973) 664-0813 DUNS (Data Universal numbering System) #041322405: CEC (Corral Establishment Code) 132839853 CAGE (Commercial & Government Agency) Navy CAGE #51618 SIC (Standard Industrial Code from Federal Income Tax Form 11205): 1611 (replaced by NAICS: 234110) State Corporate # C0775124 Ranson SJIf Construction is a large business and is not a disadvantaged business enterprise. Ul/ 4/ZUUJ 1J: U3 tAA 16Ji5:CbtlJ1 Aiv Jed:\ vVJ Rev 8/15/01 General Prequalification information as of 1/24/02 California State Unemployment No. (EDD) 029-4289-4 Worker's Compensation Information Classification W/C Code Exec Supervisors 5606 Current rate x payroll (per $100 of payroll) $3.65 Experience Modifier:.73 Workers' Compensation Insurer: Zurich American Insurance Co. Experience Rating Date (Policy Effective Date) 10/1/01 1999 2000 2001 Compensation Experience Modification Rate: .66 _89 .91 Incidence Rate 1. Number of hours employees worked in the year 159,235 172,484 148,523 2. Number of cases defined as recordable„ from The OSHA Forma 200 Log 1 4 1 3. Total Recordable Incidence Rate -= 1.26 4.64 1.35 (b) x (200,000 hours) hours worked (a) Has Hanson SJII Construction been cited by OSHA in the past five (5) years? NO FOR UPDATED INFORMATION OR QUESTIONS ON OSHA OR SAFETY MATTERS, CALL TERRY TYSON @ 858 577-2773 Dun & Bradstreet Rating: 5A3 as of 12 / 31 / 01' INSURANCE: Workers Compensation Bureau ID #91-22222.2 (LuAnn) 2637451-F (from Lisa or Lillian.) Current Workers Compensation Insurance Information Regular Workers Compensation Insurance Company Zurich American Insurance Company Policy Number: WC 2984225-00 Experience Modifier: .73 Policy Period From: 9/30/02 To: 10/1/03 CA Bureau ID Number: 2637451-F Agent: Marsh USA Inc. 973 401-5122 Current Workers General Liability Insurance Information Regular General Liability Insurance Company Zurich American Insurance Company VJ. 4'6' 6V4J 10: UJ .CAA 10004000140 nr1!tiw_o JJfl Policy Number: GLO 2984226-00 Policy Period From: 9/30/02 Umbrella and/or Excess Liability Insurance Information: Umbrella/Excess Liability Insurance Company: Policy Number DL321201 Policy Period from: 9/30/02 Basis for Premium: Payroll People at Hanson to contact for: Certified Payroll: Josie Couture Safety/Loss Control: Terry Tyson Claims: Kathy Lambert Enrollment: Terri Halverson Job Classification Laborer Teamster Operating Engineering W/C Classification Code 5506 7219 5506 Agent: Marsh USA Inc. 973 401-5120 To: 10/1/03 Gerling American Agent: Marsh USA Inc. 973 401-5120 To: 10/1/03 Rate: Phone No.: Phone No Phone No. Phone No. 858 715-5645 858 577-2773 858 577-2774 858 715-5633 Estimated Payroll 0 n 0 HANSON SJH CONSTRUCTION PARTIAL LIST OF CITY AND COUNTY PROJECTS 1/22/2003 CONTRACT 1 AGENCY/ ADDRESS PROJECT PROJECT PHONE CONTRACT DATE CONTRACTOR MANAGER NAME AMOUNT Jan-99 CITY OF OCEANSIDE 300 NO. COAST HWY OSIDE JOHN HERRLE ADA CURE RAMP IMPROVEMENTS 7130 966-474S $319,400.00 Jan-99 WIER CONSTRUCTION 2255 BARHAM DR, ESCONDIDO, CA. NO. SANTA FE ROAD WIDENING 760 743-6775 3229,200.00 Jan-99 SCHEIDEL CONTRACTING P. 0. BOX 1796 LA MESA CA 91944 CAROLYN SCHEIDEL COLLEGE GROVE K99099C 619 593-8704 , 5957,800.00 Feb-99 SD PORT DISTRICT P. O. 60X 486 SAN DIEGO, CA. 92112 VERNONTHOMPSON 96-31 AC @ LINDBERGH FIELD 1/26/99.1/2700 619 688-8200 $100,000.00 Mar-99 WEST COAST GEN 12243 HWY 67, LAKESIDE, CA 92040 DAVE DAVEY MARSHALL AVE. EXTENTION 1619 561-4200 $312,030.00 Mat-99 .SIERRA PACIFIC WEST INC. P. 0, 90X 231540 ENCINITAS CA 92024 CHUCK COTA MANCHESTER AVE 760 632-0382 $132,200.00 Apr-99 ERRECAS INC. P. 0. BOX 390 LAKESIDE I MAX FRAZIER CANNON RD IMPROVEMENTS 619 390-6400 $393,900.00, Apr-99 ERRECAS INC. P. 0. BOX 99D LAKESIDE CAMINO RUIZ ROAD IMPROVEMENTS 619 390.6400 3265,003.00 KEN PILKINGTON Jun-99 CITY OF VISTA 600 EUCALYPTUS AVE, VISTA DENNIS DUDEK 9819E OVERLAY 760 726-1340 5579,600.00 Jul-99 SCHEIDE! CONTRACTING P. O. BOX 1796 LA MESA CA 91944 CAROLYN SCHEIDEL E STREET RECONSTRUCTION 619 593-8704 $314,300.00 Sep-99 GITY OF OCEANSIDE 300 NO. COAST HWYOSIDE GREG MAYER STREET RECONSTRUCTION 99/2000 760 966-4752 $805,900.00 Oct-99 H. G. FENTON COMPANY 7568 METROPOLITAN DR SD 92108 BOB SUMMERS MISSION CITY 619 917-1547 5840,700.00 Der.,99 CITY OF ENCINITAS 605 3- VULCAN ENCINITAS 92024-3633 GREG SHIELDS OVERLAY PROJECT 1999-2000 760633-2627 $595,500,00 Jen-00 CITY OF SAN DIEGO 1010 2ND AVE, SAN DIEGO MAC DAOUD MALLARD STREET IMPROVEMENTS 858 533-5850 $335,042.00 Jun-00 COLJMTY OF SAN DIEGO 5555 OVERLAND AVE, SO 92123 ESTEL STOGSDILL MAIN STMEDIAN IMPR 619 694.3170 3320,300.00 Cd-00 CITY OF LA MESA 8130 ALLISON, LA MESA 91941 HAMED HASHEMIAN AC REHAB & RESURF 2000, VARIOUS 619 667.1153 $1,288,900.00 Feb-01 CITY OF SOLANA BEACH 635 S. HIGHWAY 101 SOLANA BEACH 92075 HECTOR EZQUERRO JR 2000101 STREET REPAIR & OVERLAY 858 720.2480 , $162,700.00 Apr-0 1 COUNTY OF SAN DIEGO 5555 OVERLAND AVE, SD 92123 AL WRIGHT AC RESURFACING RD DIVISIONS 1 & 2 619694-3165 $13,773,700.00 May-01 CITY OF OCEANSIDE 300 NO. COAST HWY, OCEANSIDE, CA. GREG MAYER ST. RESTORATION & O/L2001.02 760986.4752 $1,256,90000 Apr-02 CITY OF ESCONDIDO 201 NO. BROADWAY, ESCONDIDO 92025 JBILL EVANS PAVEMENT REHABILITATION 2002 7 760-839.4654 760-753-1120 $1,180,000.00 8133,800.001 CITY OF MAR c/o PBS&J 175 CALLE MAGDALENA ENC SCOTT ADAMSON 2002 STREET RESURFACING PROJECT Apr-D2 DEL 1800MAXWELLROAD, CHULAVISTA BETT JUAN BONITA ROAD PAVEMENT REHAB 619.397.6122 $565,609.00 Mar-02 1999 2002 CITY OF CHULA VISTA SWEETWATER AUTHORITY 505 GARRETT AVENUE, CHULA VISTA. DON NORTON/TOM JUSTO ANNUAL MAINTENANCE REPAIRS FY 1999-2002619-427-9178 $150,000.00 - 1999 2002 PORT OF SAN DIEGO P. O. BOX 120488 S D, CA. 02112.0488 JERONIMO CHAVEZ TIDELANDS VARIOUS ASPHALT REPAIRS 619-666.6399 $153,000,00 - 199E 2002 PORT OF SAN DIEGO P. O. BOX 920468 S D, CA. 92112.0488 JERONIMO CHAVEZ AIRPORT ANNUAL PAVEMENT REPAIRS 619-686-6399 9233,900.00 - 1999 2002 UCSO 9500 GILMAN OR, LA JOt LA, CA. BILL STULL ASPHALT REPAIRS & MAINTENANCE 8 858-522-2510 $60,000.00 - 1999 2002 SEA WORLD 1720 SOUTH SHORES DR, S D 92109 JIMMY MARTES ANNUAL MAINTENANCE REPAIRS FY 1999.2002 S19-222.6353 $25,000.00 $8,364,300.00 - Aar-02 COUNTY OF SAN DIEGO 5555 OVERLAND AVE, SAN DIEGO 92123 OOUG HATFIELD 1 AO RESURFACING RD DIV 1 & 2 8 858-894-2374 , PREOUAI ILIST.dds 2 9122/208311:28 AM U1%G�/zuu: 1J: UJ FAA 1t+*4 titidl.'`3 HANSON SJH Insurari,41011104 ceeAmei beratota January 9, 2003 To Whom It May Concern_ This letter will serve to confirm that we handle the bonding requirements for Hanson SJH Construction, who we hold in the highest regard. We have written numerous bonds for Hanson SJH Construction in the past 20 years. It is our intention to provide individual project bonding capacity of S25,000,000 and total bonding capacity in the amount of S100,000,000, subject to satisfactory underwriting conditions. We intend to issue bonds through Travelers Casualty and Surety Company of America, licensed in all fifty states including California, A++ rated by A.M. Best, and Treasury listed. Mark Horton is a Travelers Casualty and Surety Company of America underwriter and can be contacted at the following address and phone number. 9020 Overlook Blvd. Brentwood, TN 37027 615-372-77041 We value our relationship with Hanson SJH Construction and have the utmost confidence in their financial stability, Regards, Jae Fennell Attorney -In -Fact L !i!2.VVJ 1J. VV %nip I.VJVSVVJis:.V 11l:'\.i V:\ JO." STATE OF 1] NIVESSEE COUNTY OF KNOX, TO WIT: I, Heather H. King, a Notary Public in and for the county aforesaid, do hereby certify that Janice Fennell, who signed the foregoing writing bearing date on the 9TH day of JANUARY t 2003, for TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, a corporation, has this day in my said county, before me, acknowledged the said writing to be the act and deed of said corporation. Given under my hand this 9TH day of JANUARY 2003 My commission expires: May 28, 2003 r G.c Heather H. King, Notary P► hlic 'LVVJ 1J. VV ,flal 10JV6VV601aU 11.1.\JV:, JJ3t TRAVELE ASUALTY MW SURETY COMPANY OF TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY Hartford, Connecticut 06183-9062 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(5)-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; Richard C. Rose, Jeremy C. Rose, Janice Fennell, of Knoxville, Tennessee, their true and lawful Attorneys) -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 Attorneys) -in -Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This appointment is trade 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 ar any Assistant Secretary may appoint Attorneys -in -Pact and Agents to act for and on behalf of the company and may give such appointee such authority as his ar 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 is the nature of a bond, recognizance, or conditional undertatmtg, and any of said officers ar the Board of Directors at any time may remove any such appointee and revoke the power given hint 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 mare Attorneys -in. -Face 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 AMRRICA, 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 certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only ❑f 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. ul/uGiiuuJ t.l:uo CAS 10OOLOOJ1.bU UANavty �Jn vva IN WITNESS WHEREOF, TRAVELER CASUALTY AND SURETY COMPANY OF AMERICA. TRAVELERS CASUALTY AND SURETY COMPANY and F RM] GTON CASUALTY COMPANY have caused ttus instrument to be signed by their Senior Vice president and their corporate seals to be hereto affixed this 29th day of May 2001, STATE OF CONNECTICUf SS. Hartford COUNTY OF HARTFORD TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA. TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY By George W. Thompson Senior Vice President On this 29th day of May. 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 SU.itETY 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 trite corporations by authority of his/her office under the Standing Resolutions thereof. ��prL%t My commission expires December 31, 2002 Notary Public Carol A. Thompson CERTT. ICATP I, the undersigned, Assistant Secretary of TRAVELERS CASUALTY ANl? SURETY COMPANY OF AIVIERLCA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, stock corporations of :he 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 Hoards 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 9TH day of JANUARY ,2003. By Kori M. Johanson Assistant Secretary, Bond 5,6/ bu.UJ 1U:11 .CAA 1000bVOJ1L'U XSfiLNJUf' J,ffi V V J 9C•514 State of California Galprnia CONTRACTORS STATE LICENSE BOARD ConsumerAffairs ACTIVE LICENSE LicenseNumher 97352 Business Name HANSON AGGREGATES SOUTHWEST INC DBA CONSTRUCTION ctassification(s) A C 10 H I C C31 Expiration Pate 0 8/ 31 / 2 0 0 4 Entity CORP, PACIFIC HANSON SJH National City Municipal Cod California Home License Detail Contractor License # 97352 Wednesday, Janu. CALIFORNIA CONTRACTORS STATE LICEN DISCLAIMER A license status check provides information taken from the CSLB license data base. Beforc on this information, you should be aware of the following limitations: e CSLB complaint disclosure is restricted by law (B&P 7124.6). If this entity is subject tc complaint disclosure, an icon will appear below. Click on the icon to obtain additional complaint information. e Per B&P 7071.17, only construction related civil judgments known to the CSLB are di • Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. ® Due to workload, there may be relevant information that has not yet been entered oni Board's license data base. Extract Date: 01 /22/2003 * * * Business Information * * * HANSON AGGREGATES PACIFIC SOUTHWEST INC dba: HANSON SJH CONSTRUCTION P 0 BOX 639069 SAN DIEGO, CA 92163 Business Phone Number: (858) 874-5011 Entity: Corporation Issue Date: 09/06/1947 Expire Date: 08/31/2004 * * * License Status * * * This license is current and active. All information below should be reviewed. * * * Classifications * ** Class Description A GENERAL ENGINEERING CONTRACTOR C10 ELECTRICAL C31 CONSTRUCTION ZONE TRAFFIC CONTROL * * * Certifications * * * Ir_ http://www2.cslb.ca.gov/CSLB_LIBRARY/License+Detail.asp?LicNum=973 52 1/22/2003 National City Municipal Cod I�Gert�� Description IHIC IIHOME IMPROVEMENT CERTIFICATIONI * * * Bonding Information * * * CONTRACTOR'S BOND: This license filed Contractor's Bond number 400JT2882 in the a $7,500 with the bonding company ST PAUL FIRE AND MARINE INSURANCE COMPANY. Effective Date: 12/2311996 Contractor's Bonding History BOND OF QUALIFYING INDIVIDUAL(1): This license filed Bond of Qualifying Individual i 400JN4725 for RONALD JAMES THOMPSON in the amount of $7,500 with the bonding c ST PAUL FIRE AND MARINE INSURANCE COMPANY. Effective Date: 02/07/1995 BOND OF QUALIFYING INDIVIDUAL(2): This license filed Bond of Qualifying Individual I 400JT2884 for MONTY LEWIS WILDE in the amount of $7,500 with the bonding comr ST PAUL FIRE AND MARINE INSURANCE COMPANY. Effective Date: 01/17/1997 BQI's Bonding History * * * Workers Compensation Information * This license has workers compensation insurance with the ZURICH AMERICAN INSURANCE COMPANY (4581-5) Policy Number: WC298422501 Effective Date: 10/01/2002 Expire Date: 10/01/200: Workers Compensation History * * * Miscellaneous Information * * * Date 10/22/19981 Description I CLASS C7 & HAZARDOUS CERT REMOVED Personnel listed on this license (current or disassociated) are listed on other lice' Personnel List Other Licenses http://wvvw2.cslb.ca.gov/CSLB_LIBRARY/License+Detail.asp?LicNum=97352 1/22/2003 SAN DIEGO BAY SWEETWATER FLOOD CONTROL CITY OF CHULA VISTA CITY OF SAN DIEGO DIVISION W22ND W24TH CHANNEL W. ST. E.16TH ST. ,a E.3OTH',% E.8TH ST. E.I8TH ST. 2ND ST. 4TH ST. E.30TH ST. City of National City Engineering Department National City Street Resurfacing Project FY 2002-2003, Specification # 02-2 Site Numberse 1.- 12th Street from Harding Avenue to Cul-De-Sac 2. 15th Street from Wilson Avenue to Coolidge Avenue 3m 18th Street from National City Boulevard to B Avenue 4. 19th Street from Cleveland Avenue to Mckinley Avenue 5. 19th Street from McKinley Avenue to 167° East McKinley 60 1st Street from J Avenue to L Avenue 7.. 6th Street from D Avenue to Highland 8. 7th Street from Arcadia Avenue to Pleasant 90 9th Street from Paradise Drive to Road Widening 10.- 9th Street from Road Widening to V Avenue 110 9th Street from V Avenue to East End 12. Arcadia Avenue from 7th Street to 8th Street 13 B Avenue from 16th Street to 18th Street 14.- B Avenue from Plaza Boulevard to 12th Street 15a Civic Center Drive from Harbor Drive to Tidelands 16. D Avenue from 16th Street to 18th Street 17.. D Avenue from 18th Street to 24th Street 18.- D Avenue from 24th Street to 30th Street 190 D Avenue from 30th Street to 600' South of 30th Street 20.- Euclid Avenue from Division Street to 4th Street 21.- Euclid Avenue from 8th Street to Plaza Boulevard 22m Euclid Avenue from 16th Street to 18th Street 23o G Avenue from 28th. Street to North End 24.- Harbor Drive from Civic Center Drive to 640' North of 8th Street 25o Harbor Drive from 8th Street to West Plaza Boulevard 26. Hoover Drive form 8th Street to West Plaza Boulevard 27.- 1 Avenue from 18th Street to 20th Street 28: J Avenue from 3rd Street to 4th Street 29. J Avenue from Melrose Street to 1st Street 30.- L Avenue from 1st Street to 2nd Street 31. Lanoitan Avenue from 18th Street to 24th Street 32m Lou Street from 47' East of Shell Street to Cul-De-Sac 33.. Lou Street from Shell Street to 47° East Of Shell Street 34o Mckinley Avenue fron' Civic Center Drive to 12th Street 35. Melrose Street from Highland Avenue to J Avenue 36. Shell Street from 4th Street to 5th Street 37o V Avenue from 4th Street to 5th Street DIVISION 97 �, E. 4TH ST. m®® E.I6TH ST. E.I8TH ST. CITY OF SAN DIEGO PARADISE VALLEY RD. REM ALLEGHANY ST. POTOA94C, ST. CITY OF SAN DIEGO W/NCSi; 'ciY LINCOLN ACRES UNINCORPORATED CEMETERY ."4114\p CITY OF NATIONAL or CITY CITY OF CHULA VISTA VICINITY A Y MAP VALLFLY R . HYTy, 54 ft xk ' RD. NOT TO SCALE D. AN MIGUEL COURT January 7, ,,u03 Final Bid Results for. National City Street Resurfacing Project FY 02-03, Specification No. 02-2 Hanson SJH Const. J. D. Paving, Inc. 2 SRM Contrac 3 Rank 1 Unit Price Ar No. Item Qnty Unit Unit Price Amount Unit Price Amount 1 LS $21,323.10. $21,323.10 $75.308.20 $75,308.20 $28,525.00 $28 1 Mobilization Grubbing LS $ 1 ,000.00 0 $5$22 $6$42.80 0 $34 2 3 Clearing and Unclassified Excavation 800 CY $21.291.0 $17,032.00 70 618,160.00 $13z 4 Remove and Replace Street Section 1.5" AC 59,614 SF $2.54 $151,419.56 $2.30 $137,112.20 $2.25 5 on 8" Base Remove and Replace Street Section 2" AC on 85,859 SF 32.55 $218,940.45 $2.78 $238,688.02 $2.75 $23( 10" Base Remove and Replace AC 107,031 SF $2.52 $269,718.12 $2.84 $303,968.04 $2,85 $30 6 Street Section 3" on 8" Base 1,185 TONS $60.82 $72,071.70 $57.16 $$7,734.60 $63.50 $7 Remove and Replace 7 AC only Miling 62,390 LF $0.73 $45,544.70 $0.86 $53,655.40 $0.85 $5 8 Pavement 126,589 9 Pavement 2 246 TONS $45. 0 $551 070?00 $45. 4 $555,233 64 $48.90 $59 101 yFabric Overlay horlay 65 EA 6200.00 613,000.00 6302.50 619,662.50 6254.00 61 $3 11 12 Manholes Monuments 9 EA $150.00 $1,350.00 $247.50 $2,227.50 $440.00 $7 $69,239.81 $11.65 13 Remove and Replace 6,079 SF $15.86 $96,412.94 $11.39 Cross Gutter $16.59 $18,647.16 $11.39 $12,802.36 $11.65 $6.60 $1 $4 14 New Cross Gutter 1,124 SF 15 Remove and Replace 6,990 SF $6.30 $44,037.00 $6.63 $46,343.70 Sidewalk $5.25 $ 16 dewalk New (Concrete 4,471 SF SF $3.47 $4, 84.50 $297 $4,009.50 $3.05 17 Remove 1,350 $55,668.69 $34.00 $6 16 Remove and Replace 1,939 LF $27.72 $53,749.08 $28.71 Curb and Gutter 1,023 LF $22.47 $22,986.81 $28.71 $29,370.33 $29.45 $3 19 New Curb and Gutter Stripping 1 LS _ $23,000.00 $23,000.00 $24,357.30 $24,357.30 $24,985.85 $2 62 20 21 Traffic Ped Ramps 15 154 276 EA LS SF $1,365.0 $285.00 $10.00 520,475.00 $43,890.00 $2,750.00 61,287.00 $286.00 $7.92 $6.93 $6.93 619,305.00 $44,044.00 $2,178.00 $13,028.40 $46,389.42 51,480.00 $187.00 $8.05 $7.06 $7.05 $2 $ $1 $4 22 Reinstall Traffic Loops 23 Remove and Replace Alley Apron 24 New Driveway 1,880 SF SF $5.88 $7.14 $11,054.40 $47,795.16 25 Remove and Replace 6,694 26 Driveway Remove and Replace D-3 1 EA $1,426.00 $1,426.00 $1,760.00 $1,760.00 $235.00 27 Drain Cover New Gravity Wall 3 CY $1,113.00 $42.00 $3,339.00 $15,246.00 $1,890,377.18 $2,000,000.00 -5.48% $198.00 $29.70 $594.00 $10,781.10 $2,035,171.86 $2,000,000.00 1.76% $202.00 $36.00 $1 $2, $2, 28 Remove and Replace Retaining Wall 363 SF Total Bid Engineer's Estimate Percent Under/Over Estimate ting Southland Paving, Inc. Daley-CCAC, J. V. ABC Construction Co., Inc 4 5 nount Unit Price Amount Unit Price Amount Unit Price Amount 525.00 6140,800.00 $140,800.00 686,122.93 886,122.93 827,107.00 $27,107.00 135.00 $22,000.00 822,000,00 87,000.00 $7,000.00 545,000.00 $45,000.00 ,240.00 $47.00 $37,600.00 882.00 $65,600.00 642.00 $33,600.00 ,131.50 53.43 8204,476.02 $3.75 8223,552.50 83.80 8226,533.20 ,112.25 $3.63 5311,668.17 54.50 5386,365.50 $4.90 8420,709.10 5,038.35 53.15 $337,147.65 82.55 8272,929.05 82.80 8299,686.80 5,247.50 $9500 8112,575.00 568.00 680,580.00 $94.00 8111,390.00 3,031.50 $0.84 652,407.60 80.75 646,792.50 80.80 849,912.00 1,271.20 80.78 898,739,42 60.68 686,080.52 60.70 $88,612.30 6,829.40 543.70 5535,150.20 548.00 $587,808,00 852.60 8644,139.60 6,510.00 8180.00 611,700.00 5550.00 $35,750.00 5240.00 815,600.00 ,960.00 5165.00 81,485.00 $650.00 $5,850.00 $350.00 83,150.00 0,820.35 611.15 567,780.85 814.00 585,106.00 610.50 663,829.50 3,094.60 811.15 812,532.60 513.00 514,612,00 810.50 $11,802.00 7,532.00 86.50 545,435.00 66.50 $45,435.00 66.10 542,639.00 7 720.20 $5.95 826,602.45 55.00 522,355.00 $5.50 624,590.50 4,117.50 52.90 53,915.00 82.00 $2,700.00 $2.70 $3,645.00 5,926,00 828.20 $54,679.80 831.00 560,109.00 826.50 551,383.50 0,127.35 828.20 528,848.60 819.00 819,437.00 _ 626.50 827,109.50 4,985.85 826,000.00 626,000.00 823,500.00 623,500.00 $25,000.00 $25,000.00 2,200.00 51,265.00 818,975.00 82,000.00 830,000.00 81,200.00 818,000.00 8,798.00 8290.00 544,660.00 8200.00 530,800.00 $190,00 $29,260.00 2,213.75 $7.75 62,131.25 612.00 $3,300.00 $7.20 81,980.00 3,254.00 66.80 512,784.00 56.50 512,220.00 56.40 512,032.00 7,192.70 $6.80 545,519.20 88.00 553,552.00 $6.50 543,511.00 $235.00 $2,750.00 $2,750.00 83,200.00 $3,200.00 $1,400.00 $1,400.00 $606.00 $200,00 8600.00 81,160.00 83,480.00 $200.00 $600.00 3,068.00 829.20 510,599.60 646.00 516,698.00 828.00 810,164.00 $2,332,386.00 056,923.00 $2,269,562.41 $2,310,936.00 000,000.00 $2,000,000.00 $2,000,000.00 $2,000,000.00 2.95% 13.48% 15.55% 16.62% _.. _ Page 1 City of National City Department of Public Works 1243 National City Blvd., National City, CA 91950 (619) 336-4580 (619) 336-4380 Fax: (619) 336-4397 January 24, 2003 To: Mayor and City Counciill,. From: Stephen M. Kirkpatrick; Assistant Director of Public Works/Engineering Alison Hunter, Finance Services Officer Subject Transnet Funds Available for the Street City l considered an item At the Council meeting n of National City Awarding ng a Colntract to the Hanson titled "Resolution of the City Specification SJH Construction for the National City Street Resurfacing Project, Sp No. 02-02 . The item was continued until the next meeting for a few reasons, one being that due to the State Budget crisis, funding for the project may be withheld and affect the City's ability to pay for the work performed. The purpose of this memorandum is to assure the City Council that the funds to perform this project are available. Not related to this concern, but coincidentally, City staff met with the Transnet Fund Auditor on January 23, 2003 to review account balances and project status. On July 1, 2002, the beginning of the fiscal year, there was a Transnet account balance of $1,441,954 available for the miscellaneous street repair project. Another $1,032,000 was budgeted in fiscal year 2003 for the project based upon revenue projections provided by Sandag. To date, we have received $885,964 in revenue and we are just over halfway through the year. The total dollar amount available today for the project, already within the City's coffers and not including project revenue is $2,327,918. There are funds other than Transnet listed on the Council report to be used for this project. Specifically: Gas Tax - Account No. 109-409-500-598-6035 - $417,728.82 State Traffic Congestion Relief - Account No. 354-409-500-598-6035 - $315,575.96) State and Local Partnership - Account No. 343-409-500-598-6035 - $10,782.79 Transnet Funds Available for the Street Page 2 January 24, 2003 The balances shown for each of these accounts are actual revenues received and budgeted for street repair as of July 1, 2002. All of the funds shown are restricted to be used only for street repair and reconstruction. The Traffic Congestion Relief Fund will be used first as they are the only fund that is subject to "use it or lose it" provision. As the report states, the project is estimated to cost $2,270,000. This estimate is based upon a bid construction cost of $1,890,377.18, a contingency of $285,000 (15% of the construction cost) and $94,622.82 (5% of the construction cost) for material testing, inspection, and surveying. As you can see there is more than enough funding for this project available within the City's accounts, and it will not be affected by any "withholding of funds" that the State may attempt to use to ease its own budget crisis. Just as information on the process we have been following: The balances remaining in each of these accounts at the end of the fiscal year will be carried forward to the next fiscal year. The balance on July 1, 2003 will also include revenue received this year. We will again budget for the Street Repair project based upon revenue projections, but will only recommend entering a contract for street repair based upon funds actually received. We hope that this memo relieves some concerns. Approved by: T roA DRArED PD �� , City of National City Department of Public Works 1243 National City Blvd., National City, CA 91950 (619) 336-4580 (619) 336-4380 Fax: (619) 336-4397 February 27, 2003 REVIEW AND APPROVAL OF CONTRACT DOCUMENTS FORM PROJECT: NATIONAL CITY STREET RESURFACING PROJECT ENGINEERING SPECS. NO. 02-2 AWARDING RESO. 2003-14 DATE:1424402_ CONTRACTOR: HANSON SJH CONSTRUCTION 2_6 03-z I ****************************************************** ****** **************** TO: City Attorney The following original contract documents are submitted for your review and approval: 1. _3_ Copies of Contract Agreement 2. 1_ Copies of Performance Bond 3. 1_ Copies of Payment Bond 4. _1 Copies of Certificates of Insurance If these documents are satisfactory, please forward them along with this form to the Mayor for his signature. COMMENTS: ******************************************************************Completed ***** TO: Office of the Mayor The attached original contract documents have been reviewed and approved by the City Attorney. Please sign all three copies of the contract, and forward all of the contract documents along with this form to the office of the City Clerk. ***************************************************************** Completed d ***** TO: Office of the City Clerk The attached original contract documents have been approved by the City Attorney and the Mayor. Please distribute them. 1 • 1 Original copy to your file. 2. 1 Original copy to the contractor 3. _1 Original copy to the Engineering Department. e unsuccessfaY-bi ******************************************************************************** Stephen M.irkpatrick Assistant Director of Public Works/ Engineering revhanson ® Recycled Paper BIDDER'S PROPOSAL (CONTINUED) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 IF A PARTNERSHIP, SIGN HERE: 1. Name under which business is conducted: 2. Name of each member of partnership (indicate character of each partner, general or special limited): Signature (Given and surname . nd character of partner. Note: .'gnature must be made by genera d artner) 3. Complete Business : I ress So CCQSS (c L 4. T- -phone Number IF A CORPORATION, SIGN HERE: 1. Name under which business is RO,.1156rN SSN COnsiyu.C* oyn conducted: 2. Name and title of two officials authorized to sign for the corporation: Signatures of each of the two officials authorized to sign for the corporation 3. Incorporated under the laws of the State of: 4. Complete Business Address Telephone Number D R,t- ►xnme\,Pra. atuio 4.4u.mmeli Tres. M.L.�iilde , Asgt-secDeAcuo cork_ San Dae9o1 Cep. 4'a► le 3-c 0 c ant VA -Scl 14 BID SECURITY FORM - BOND NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 KNOW ALL MEN BY THESE PRESENTS HANSON SJH TRAVELERS CASUALTY AND SURETY COMPpp��y OF THAT WE CONSTRTT(:TTf1N as Prir:Ctpal, and AF surety, are held and firmly bound unto the City Council of the City of National City hereinafter AMERICA called the "Council" in the penal sum of TEN PERCENT (10%) OF THE TOTAL AMOUNT OF THE BID or the principal above named, submitted by said Principal to the County for the work described below, for the payment of which sum in lawful money of the United States, well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. In no case shall the liability of the surety hereunder exceed the sum of: TEN PERCENT OF THE AMOUNT OF THE ATTACHED PROPOSAL (10%) THE CONDITION OF THIS OBLIGATION IS SUCH. That whereas the Principal has submitted the above mentioned bid to the Council for certain construction specifically described as follows, for which bids are to be opened on Tuesday, January 7, 2003, for NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 NOW, THEREFORE, IF the aforesaid principal shall not withdraw said bid within the period specified therein after the opening of the same, or, if no period be specified, with sixty (60) days after said opening, and shall within the period specified therefore, or, if no period be specified, within ten (10) days after the prescribed forms are presented to him for signature, enter into a written contract with the Council in the prescribed form, in accordance with the bid as accepted, and file the two bonds with the Council, one to guarantee faithful performance and the other to guarantee payment for labor and materials, as required by law, then this obligation shall be null and void; otherwise it shall be and remain in full force and virtue. In the event suit is brought upon this bond by the Council and judgment is recovered, the surety shall pay all costs incurred by the Council in such suit. including a reasonable attorney's fee to be fixed by the Court. IN WITNESS WHEREOF, we have hereunto set our hands and seals on this 2ND day of .TANTTAPV , A.D. 2003. TRAVELERS CASUALTY AND SURETY (SEAL,) COMPANY OF AMERICA EAL) (SEAL)Ry EAL) (SEAL) TAN .F. FENNELJ.. ATTORNEY— (SEAL) IN —FACT 19 BID SECURITY FORM — BOND (CONTLNZED) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 ATTORNEY-LN-FACT ACKNOWLEDGEMENT OF SURETY STATE OF TENNESSEE ) ss COUNTY OF KNOX ) On this day 2ND of JANUARY , 2003, before me, the undersigned, a Notary Public in and for said County and State, personally appeared JANICE FENNELL known to me to be the person whose name is subscribed to the within instrument as the attorney -in -fact of the TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA , the corporation named as Surety in said instrument, and acknowledged to me that he subscribed the name of said corporation thereto as Surety, and his own name as attorney -in -fact. NOTE: Signature of those executing for Surety must be properly acknowledged. NOTE: The Attorney -in -fact must attach a certified copy of the Power of Attorney. Signature:_6��iCC Name (Type or Print): HEATHER H. KING KNOX/ TENNESSEE Notary Public in and for said County and State My Commission expires: MAY 28, 2003 APPROVED AS TO FORM: By: George H. Eiser, I[I City Attorney 20 TRAVELERS CASUALTY AND SURETY COMP ANY 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: Richard C. Rose, Jeremy C. Rose, Janice Fennell, of Knoxville, Tennessee, their true and lawful Attorneys) -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 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 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, 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 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 y 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: VOihD: 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 certificate 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. IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMLNGTON CASUALTY COMPANY have caused this instrument to be signed by their Senior Vice President and their corporate seals to be hereto affixed this 29th day of May 2001. STATE OF CONNECTICUT }SS. Hartford COUNTY OF HARTFORD fir. N4 Su9E,. HARTFORD, , CoN.l. fig TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY George W. Thompson Senior Vice President On this 29th day of May, 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 cor, motions 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. so e� WOTAPY 4� p PUHLIC j ,� £k+�xT,°, s My commission expires December 31, 2002 Notary Public .,,ec,,,« Carol A. Thompson CERTIFICATE I, " undersigned, Assistant Secretary of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRVELERS 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 2ND day of JANUARY ,2003• Kori By 4=7-53-Te M. Johanson Assistant Secretary, Bond CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT •� )4 1 State of California San County of On Diego 1 17Dit, personally appeared before me, ss. Laura E. Apple, Notary Public Name and Title of Officer (e.g.. 'Jane Doe, Notary Public") M.L. Wilde OA A.B. Y iB x •W.. 6R•, re m A.M. r r. LAURA E. APPLE Commission # 1330126 z Notary Public - California i San Diego County MyCar m. Expires Nov 13, 2005 Name(s) of Signer(s) Xersonally known to me ❑ proved to me on the basis of satisfactory evidence to be the person(4 whose name) issXaYAC subscribed to the within instrument and acknowledged to me that he/f$i' executed the same in hisMNi'X }E authorized capacity(W and that by his/IMII5NN signature Con the instrument the person= or the entity upon behalf of which the person)C acted, executed the instrument. WITN SS my hand and official seal. 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: ( ®. - Signer(s) Other Than Named Above: Number of Pages: rtra.Q. Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual ❑ Corporate Officer — Titie(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney -in -Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Si Representing: RIGHT THUMBPRINT OF SIGIxcli op of thumb here 01999 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313-2402 • www.nationalnotary.org Prod. No. 5907 Reorder: Call Toll -Free 1-800-B76-6827 /Ors - �� -6d _ c �S --C o3S I 30 7 1 343 N CITY OF NATIONAL CITY CALIFORNIA CONTRACT DOCUMENT FOR NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 DEPARTMENT OF PUBLIC WORKS, ENGINEERING DIVISION Specification No.02-2 CIP No. 6035 (To accompany plan sheets 8600 through 8602) SEALED BIDS TO BE SUBMITTED TO: THE OFFICE OF THE CITY CLERK 1243 NATIONAL CITY BOULEVARD NATIONAL CITY, CALIFORNIA 91950 BID OPENING: TIME: 3:00 p.m. DATE: Tuesday, January 7, 2003 LOCATION: Large Conference Room 2nd Floor of National City Civic Center 1243 National City Boulevard - National City, California NOTICE INVITING BIDS The City Council of the City of National City invites sealed bids for performing the National City Street Resurfacing Project, FY 02-03, Specification No. 02-2. The project includes the repair of bituminous pavements in various locations within the City of National City. The pavement repairs vary from full -depth reconstruction, including replacement of the base materials, to pavement overlays, depending of the type and severity of failure. All affected pavement markings will be replaced. All sealed bid proposals must be received by the Office of the City Clerk located in City Hall, 1243 National City Boulevard, National City, California, 91950, prior to the bid closing time of 3:00 p.m. on Tuesday, January 7, 2003. Bids will be publicly opened and read aloud in the 2nd floor, large conference room, in the City Hall immediately following the bid closing time. The project documents include the Standard Specifications for Public Works Construction, 1997 Edition, (Greenbook - including the San Diego supplements), the San Diego Regional Standard Drawings, 1997 Edition, and these contract documents. The Contract Documents may be inspected in the office of the City Engineer, located in City Hall at 1243 National City Boulevard, National City, California, 91950, Telephone Number (619) 336-4380, Fax Number (619) 336- 4397. Copies may be obtained at that location upon payment of a non-refundable fee of $20 for each set. (Includes project plans and these contract documents, but does not include the Greenbook or San Diego Regional Standard Drawings.) In accordance with the California Labor Code, the Contractor must pay not less than prevailing wage rates as determined by the Director of Industrial Relations for all work done under this contract. A copy of the current prevailing wage rate schedule is available for inspection in the office of the City Engineer. Bidders must possess a current State of California "Class A General Engineering" Contractor's License. The Engineer's cost estimate is $2,000,000 for this project. BY 0 • E ; OF THE CITY ENGINF NATIONAL CITY. o ' ers ity Engineer 2 NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 TABLE OF CONTENTS BIDDING AND CONTRACT DOCUMENTS Instructions to Bidders 5 Proposal Forms Bidder's Proposal 13 Certificate Regarding Contractor's License 17 Bid Security Form - Check 18 Bid Security Form - Bond 19 Non -Collusion Affidavit 21 Contractor's Reference List 22 Designation of Subcontractors Z3 Contractor's Certificate of Worker's Compensation Insurance 24 Agreement and Bonds Contract 25 Performance Bond 30 Payment Bond 33 Guarantee Agreement 36 Contract Administration Emergency Notification List 38 Contractor's Certification of Completion 39 Contractor's Affidavit of Disposal 40 Consent of Surety for Final Payment 41 Contractor's Affidavit of Payment 42 Consent of Surety for Request of Adjustment of Retention 43 SPECIAL PROVISIONS Part One - General Provisions Section 1 - Terms, Definitions, Abbreviations and Symbols 44 Section 2 - Scope and Control of Work 44 Section 3 - Change in Work 50 Section 4 - Control of Materials 52 Section 5 - Utilities 52 Section 6 - Prosecution, Progress and Acceptance of the Work 55 Section 7 - Responsibilities of the Contractor 56 Section 9 - Measurement and Payment 63 Section 10 - Disputes 65 3 NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 TABLE OF CONTENTS (CONTINUED) Part Two - Construction Materials Section 200 - Rock Materials 68 Section 201 - Concrete, Mortar, and Related Materials 68 Section 203 - Bituminous Materials 68 Section 210 - Paint and Protective Coatings 69 Section 400 - Asphalt Concrete 69 Part Three -. Construction Methods Section 300 - Earthwork 70 Section 301 - Treated Soil, Subgrade Preparation, and 70 Placement of Base Materials Section 302 - Roadway Surfacing 71 Section 303 - Concrete and Masonry Construction 73 Section 307 - Street Lighting and Traffic Signals 74 Section 310 - Painting 74 Section 312 - Pavement Marker Placement and Removal 75 APPENDICES Appendix A - Estimated Quantities Table -Site Map - San Diego Regional Standard Drawings -L Avenue Improvements Plans 4 NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 INSTRUCTIONS TO BIDDERS 1. Examination of Site and Contract Documents. The bidder is required to carefully examine the site of work, proposal forms, plans, specifications, and special provisions for the work contemplated. The submission of a proposal shall be considered conclusive evidence that the bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality and quantities of work to be performed, and materials to be furnished, and as to the requirements of all the contract documents. 2. Securing Documents. Plans, Specifications, and other contract document forms will be available, and copies may be secured by prospective bidders, at the office of the City Engineer of the City of National City, California, at the City Hall located at 1243 National City Boulevard, National City, California, 91950, upon payment of $20 for each complete set. An additional non- refundable fee of $10 will be required for mailing each complete set. 3. Addenda. Any addenda issued during the time of bidding, forming a part of the documents, shall be covered in the proposal and shall be made a part of the contract. 4. Contractor's License. No proposal will be accepted from a bidder who has not been licensed in accordance with the provisions of Chapter 9, Division III of Business and Professions Code of the State of California. 5. Bid Proposals. In order to receive consideration, bid proposals shall be made in accordance with the following instructions: a. Bids shall be made only upon the bidding documents being attached to, and forming a part of the Specifications. Bid forms shall be properly executed and with all items completely filled out. Numbers shall be stated both in writing and in figures. The signature of all persons signing the bid proposal shall be in longhand by an individual clearly authorized to bind the Bidder. b. All prices and notations must be in ink or typewritten. No erasures will be permitted. Mistakes may be crossed out and corrections typed or written with ink adjacent thereto, and must be initialed in ink by the person or persons signing the bid. c. Bids shall be accompanied by cash, a certified check or a cashier's check, or an approved corporate surety bond, in an amount equal to at least ten percent (10%) of the amount bid, made payable to the order of the City of National City. Said cash, check, or bond shall be given as a guarantee that the bidder will enter a contract if awarded the work, and in case of refusal or failure to enter into said 5 contract within ten (10) working days after being requested to do so by the City of National City, the check or cash or bond, as the case may be, shall be forfeited to said City. A bid received and not accompanied by such cash, certified check, cashiers check, or approved bond, will result in return of the bid without consideration. If the proposal is not accepted within 60 calendar days after the time set for opening of bids, or if the successful bidder executes and delivers the required agreement and bonds, the bid security will be refunded. d. Bids shall not contain any recapitulation of the work to be done. Alternative proposals will not be considered, unless called for. No oral or telegraphic modifications will be considered. e. Bid proposals shall be delivered to the Office of the City Clerk located in the City of National City Civic Center on or before the day and hour set for the opening of bids in the Notice Inviting Bids. The bid shall be enclosed in a sealed envelope bearing the title of the project, the name of the bidder, the date/hour of the opening, and the appropriate State Contractors license designation, which the contractor holds. It is the sole responsibility of the bidder to see that their bid is received at the proper time. Any bids received after the scheduled closing time for receipt of bids shall be returned unopened to the bidder. 6. Withdrawal of Bid. Any proposal may be withdrawn prior to the hour and date set forth in the Notice Inviting Bids, provided that a request in writing, executed by the bidder or his duly authorized representative, for the withdrawal of such proposal, is filed with the City Clerk. The withdrawal of a proposal shall not prejudice the right of a bidder to file a new proposal. 7. Opening of Bids. Bids will be opened and publicly read aloud at the time and place scheduled in the Notice Inviting Bids. 8. Rejection of Bids. Bids may be rejected if they show any alternations of form, additions not called for, conditional or alternative bids not called for, incomplete proposals, erasures, or irregularities of any kinds; however, the City reserves the right to reject any and all proposals and to waive any bid irregularities. 9. Withdrawal of Bids After Opening. No bidder may withdraw his/her bid within 60 calendar days after the actual date of the opening thereof. 10. Bid Errors. Bidders will not be released from bid on account of errors of judgment. Bidder may be released upon receipt by the City from the bidder, within five (5) calendar days after the opening of bids, a written notice which includes proof of honest, credible, clerical error of material nature, free from fraud or fraudulent intent, and of evidence that reasonable care was observed in the preparation of the bid. 6 11. Bid Results. To obtain bid results, either attend the bid opening or provide a self- addressed, and stamped envelope, referencing the specification number. A bid tabulation will be mailed to you upon verification of extensions. Due to time constraints, bid results cannot be provided over the telephone. 12. Disqualification of Bidders. Bid proposals may be rejected for, but not limited to, the following reasons: a. More than one proposal from an individual, a firm or partnership, a corporation or an association under the same or different names will not be considered. Reasonable ground for believing that any bidder is interested in more than one proposal for the work contemplated will cause the rejection of all proposals in which such bidder is interested. b. If there is a reason for believing that collusion exists among the bidders, none of the participants in such collusion will be considered in awarding of the contract. c. Proposals in which the prices obviously are unbalanced may be rejected. d. If the experience or financial background of a bidder is inadequate or past performance has been unsatisfactory, the proposal may be rejected. 13. Return of Proposal Guarantees. Within 10 days after the award of the contract, the City Clerk will return all the proposal guarantees accompanying the proposals which are not to be further considered in making the award. All other proposal guarantees will be held until the contract has been executed, after which all proposal guarantees, except those forfeited, will be returned to the respective bidders. 14. Acceptance or Rejection of Bids. Proposals may be rejected if they show any alterations of form, additions not called for, conditional or alternative bids not called for, incomplete proposals, erasures, or irregularities of any kinds. The City of National City reserves the right to accept or reject any or all bid proposals, or to waive any irregularities in the bids or in the bidding process; or to make an award on the base bid or on the basis of any combination of bid schedules to alternates listed in the proposal which, in its opinion, serves the best interest of the City of National City 15. Estimated Quantities of Work or Material. The quantities of work or material stated in the unit price items of the Bidding Sheet(s) are supplied only to give an indication of the general scope of work. The City does not expressly or by implication agree that the actual amount of work or material will correspond therewith. The City reserves the right to increase or decrease the amount of any unit price item of the work by an amount up to and including 25 percent of any bid item(s), or to omit portions of such work as may be deemed necessary or expedient by the Engineer without a change in the unit price. 7 16. Construction Permit and Business License. a. After execution of the Contract and prior to beginning work, the Contractor shall obtain a construction permit with the City of National City. The no cost permit can be obtained at the City of National City Engineering Department -Permit Division from 8:00 a.m. to 5:00 p.m., Monday through Friday. b. The permittee shall first provide the following documents at the permit counter with proof that the policies/licenses are current: 1. Workers Compensation Insurance Certificate. 2. General Liability Insurance Certificate. 3. City Business License. 4. Contractor's License and appropriate classification. 5. A copy of Notice of Contract Award. 17. Contract Documents. The Contract which the successful bidder, as Contractor, shall be required to execute and furnish, is included in the specification documents and should be carefully examined. The Contract shall be executed in three (3) original counterparts. The Notice Inviting Bids, Instructions to Bidders, Bidder's Proposal Forms, Contract, Plans, Standard Specifications, Special Provisions, Regional Standard Drawings, addenda (if any), Bid Bond, Non -Collusion Affidavit, Designation of Subcontractors/Reference List, Bond Forms (Payment, Performance and Guarantee), and Emergency Notification List shall constitute the contract. Said documents are complementary and intended to require a complete and finished project. Anything shown or required of the bidder, in any one or more of said documents, shall be as binding as if contained in all of said documents. The bidder will not be allowed to take advantage of any error, discrepancy or omission in any document, but shall promptly report to the City Engineer in writing any such matter discovered. The City Engineer will then decide what corrective action is needed and his decisions shall be final. 18. Bonds. The successful bidder, simultaneously with the execution of the Contract, will be required to furnish a faithful performance bond in an amount equal to one hundred percent (100%) of the Contract price and a payment bond equal to one hundred percent (100%) of the Contract price. Contract Surety Bonds shall be issued by a surety who meets the criteria for sufficiency set forth in Section 995.660 and 995.670 of the California Code of Civil Procedure. 19. Listing of Subcontractors. As required under the provisions of Section 4100 et seq. of the California Public Contract Code, any person making a bid or offer to perform the work shall, in his/her bid or offer, list: a. The name and location of the place of business of each subcontractor who will perform work or labor, or render service to the prime Contractor in or about the construction of the work or improvement, or a subcontractor licensed by the State of 8 California who, under subcontract to the primary contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of one percent of the Prime Contractor's total bid. b. The portion of the work which will be done by each such subcontractor under this act. The Prime Contractor shall list only one subcontractor for each portion of the work as defined by the Prime Contractor in his/her bid. 20. References, Experience and Financial Responsibility: All bidders must submit a list of references from five (5) similar projects on which the bidder has performed work within the last three (3) years. All bidders may be required to furnish a sworn statement of their financial responsibility, technical ability, equipment, and experience before award is made to any particular bidder. 21. Construction Safety. In addition to Section 6700 et seq. of the California Labor Code, in the event any proposal includes the excavation of any trench or trenches five feet (5') or more in depth, the successful bidder shall submit for acceptance by the City of National City, in advance of excavation, a detailed plan showing the design of shoring, bracing, sloping or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches. The shoring and bracing plan shall be signed by a qualified Registered Engineer. In the event any proposal includes the construction of a pipeline, sewer, sewer disposal system, boring and jacking pits, or similar trenches or open excavations which are five feet (5') or deeper, each bid shall include adequate sheeting, shoring and bracing, or equipment method, for the protection of life or limb, which shall conform to the applicable safety orders. The Contractor is required to comply with the State of California Construction Safety Orders (CAL/OSHA) for securing safety in places of employment. 22. Civil Rights. The City of National City hereby notifies all bidders that it will affirmatively ensure that in any Contract entered into pursuant to this advertisement, minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, religious creed, color, national origin, ancestry, physical handicap, medical condition, marital status, sex or sexual orientation, in consideration for an award. 23. American with Disabilities Act. The contractor acknowledges its obligations under the Americans with Disabilities Act (ADA) in all regulations and practices pertaining thereto, including but not limited to discrimination against qualified individuals with disabilities in employment, transportation, public accommodation, telecommunications, and in all activities, programs, and services of the contractor. 9 24. Certified Payroll. The Contractor will be required to submit certified weekly payroll reports for all workers employed on the project in a form acceptable to the Engineer and as per Section 7-15 of the supplemental General Provisions. 25. Notary Public. All signatures on the bid form, bid bond, Non -collusion Affidavit, the Contract and both required surety bond forms shall be notarized on each document. 26. Insurance. Contractor's attention is directed to the requirements concerning liability insurance as specified in 7-3 of the supplemental General Provisions. The liability insurance carrier shall meet the following criteria: a. Listing by the State Insurance Commission as a company authorized to transact the business of insurance in the State of California (i.e. listed in the California Department of Insurance Official Publication titled "Insurance Organizations Authorized by the Insurance Commissioner to Transact Business of Insurance in the State of California".) b. A Best's Rating of "A", Class V, or better. c. Where a company is not included in Best's, it must show by convincing evidence that its financial responsibility is equal or better than the rating set forth above. d. Insurers providing surplus lines in California (designated as "S" insurers in A.M. Best, Key Rating Guide) are not acceptable. e. Insurance Certificates shall not include "Modified Occurrence" restrictions. Any renewal certificates required during the course of the Contract must be renewed and received by the City within 15 days prior to expiration and must meet the same criteria. No substitutions shall be allowed. f. The City of National City, its officers, employees, and agents shall be named as an additional insured. g. Cancellation clause must state that the City must be notified in writing with a 30- day notice by certified mail. 27. Business License. Contractor, subcontractor, and suppliers who do not have a current City of National City Business License will be required to obtain the appropriate license from the City Business License Inspector before a contract can be executed. A City of National City Business License is not required from any supplier who delivers material and/or equipment with the Contractor's or subcontractor's vehicle or with a common carrier. Contact the City Business License Inspector at (619) 336-4264 for further information regarding the license fees, application, etc. 10 28. Registered Apprentices. Contractor shall be required to employ Registered Apprentices in accordance with Sections 1777.5 and 1777.6 of the State of California Labor Code. 29. Retention. From each progress estimate, ten percent (10%) will be deducted and retained by the City, and the remainder, less the amount of all previous payment, will be paid to the Contractor. The ten percent (10%) retention shall apply to all work done. Pursuant to Section 10263 of the Public Contract Code of the State of California, the Contractor has the option to deposit securities with an escrow agent as a substitute for retention earnings required to be withheld by this contract. Written consent of the surety to each escrow agreement is required. 30. Interpretation of Drawings and Specifications. During the bidding process, questions relating to the interpretation of the contract plans, specifications, or the construction, such as materials, equipment, construction methods, etc., should be submitted in writing to the office of the City Engineer at 1243 National City Boulevard, National City, California, 91950, Fax No. (619) 336-4397. Oral response to any questions concerning the content of the plans and specifications is not allowed and it is not part of the contract. The written request must be received at lease five (5) calendar days prior to the date fixed for opening of bids. Interpretations or corrections will be made only by addenda to the specifications or by dated revisions of the drawings. 31. Execution of Documents. a. The Following Documents Must be Completed and Signed, as Required, Prior to Bid Opening Bidder's Proposal Bid Bond (or Security) Non -Collusion Affidavit Certificate Regarding Contractor's License Designation of Subcontractors Contractor's Reference List Contractor's Certificate of Worker's Compensation Insurance b. The Following Documents Must be Completed and Signed After Approval of Award of Contract and Prior to Notice to Proceed Contract Performance and Payment Bonds Emergency Notification List Liability and Worker's Compensation Insurance (Refer to Section7-3 of the Supplemental General Provisions) Other specific documents required in this project 11 c. The Following Documents Must be Completed, Signed and Submitted During Construction Weekly Certified Payroll Statements Consent Of Surety for Request of Adjustment of Retention Other specific documents required in this project d. The Following Documents Must Be Submitted at the Completion of the Project Guarantee Agreement Contractor's Certification of Completion Record Drawings (As-Builts) Contractor's Affidavit of Payment Contractor's Affidavit of Disposal Consent Of Surety for Final Payment Other specific documents required in this project 12 BIDDER'S PROPOSAL NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 To the Honorable Mayor and Council of the City of National City: The undersigned hereby proposes to furnish any and all labor, materials, and equipment for the National City Street Resurfacing Project, FY 02-03 Specification No. 02-2, and appurtenant work in connection therewith, said work to be done and materials to be furnished in strict conformity with the plans and specifications now on file with the City Engineer at the prices shown on this proposal. The undersigned has examined the location of the proposed work, and is familiar with the plans and specifications and the local conditions at the place the work is to be done, and also understands that all labor and materials to be furnished shall be for the price of the proposal, including sales tax upon any materials so furnished. The undersigned has also carefully checked all of the figures given and understands that neither the City of National City, nor any officer thereof, will be responsible for any errors or omissions on the part of the undersigned in submitting this proposal. Receipt is hereby acknowledged of Addenda No.(s) 0 The undersigned has examined the schedule of prevailing wage rates for the types of work to be done on this project and agrees to pay not less than these rates. IF A SOLE OWNER OR SOLE CONTRACTOR SIGN H 1. Name under which business is conducted: 2. Signature (Given and Surname) of proprietor: 3. Complete Business Address: 4. Telephone N er: 13 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT w'h.•e.:v . mar .'.. _e.-720?31. ..,<a' asS... .e4-aCy�' . C....H3•a aCxca.3'. GF' .a. State of California County of San Diego On 1 l 03 before me, Date personally appeared }SS. Laura E. Apple, Notary Public Name and Title of Officer (e.g., "Jane Doe, Notary Public") M.L. Wilde LAURA E. APPLE Commission # 1330126 Notary Public - California San Diego County Mmm yCo. Expires Nov 13, 2005I w Name(s) of Signer(s) %personally known to me ❑ proved to me on the basis of satisfactory evidence to be the person($?] whose name) isiraireX subscribed to the within instrument and acknowledged to me that he/ 8ifM executed the same in authorized capacity )( and that by his/t5 tliiii( signature$on the instrument the person]; or the entity upon behalf of which the person C acted, executed the instrument. WITNESS my hand and official seal. E ft 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 ** '���Y1//� Title or Type of Document: �7 t)l•rG.l r `�bs& Q Document Date: t' + 1 t� Number of Pag s: Signer(s) Other Than Named (Above: DAt 1` r"' ""' ' ` Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney -in -Fact ❑ Trustee ❑ Guardian or Conservato ❑ Other: Signer Is Re senting: RIGHT TH OF S UIMPRINT GNER Top of thumb here ` , s tr•-•= X, a': a' �T's�. � .:V�"��dv.- �6 0;'9"• av ' 'C Gt�.•�i�.. 'a- v�5����' �..�'` 01999 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313-2402 • www.nationalnotanAorg Prod. No. 5907 Reorder: Call Toll -Free 1-800-878-6827 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT ( lV State of California County of . n nip. go On Date personally appeared David before me, LAURA E. APPLE Commission # 1330126 Notary Public - California Ban Otago County My Cam. Elam Nov 13, 2006 Laura E• Apple Name and.Tiile of Officer (e.g., "Jane Doe, Notary Public') R. Hummel Name(s) of Signer(s) Ml personally known to me E proved to me on the basis of satisfactory evidence to be the person* whose name* is/ate-, subscribed to the within instrument and acknowledged to me that he/tAltwexecuted the same in his//tk authorized capacity(% and that by his/Imarilbmix signature*t:on the instrument the person*, or the entity upon behalf of which the person0e)c acted, executed the instrument. WITH SS my hand and offici%seal, 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. Signature of Notary Public Description of Attached Document Title or Type of Document:i'7 C3 Document Date: (f� , Signer(s) Other Than Named Above: 'I I ' ' L • "" Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attomey-in-Fact ❑ Trustee ❑ Guardian or Consery ❑ Other: PLAtiposdt-0 Number of Pages: Lap Signer Is R esenting: RIGHT THUMBPRINT OF SIGNER Top of thumb here ® 1999 National Notary Association • 9350 Oe Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313-2402 • wwwna5omtlnotaryorg Prod. No. 5907 Reorder: Call Toll -Free 1-800-876-6827 BIDDER'S PROPOSAL (CONTINUED)) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 To the Honorable Mayor and City Council of the City of National City I/We agree to construct the National City Street Resurfacing Project, FY 02-03, Specification No. 02-2, for the prices listed on these proposal sheets: NO. ITEM QNTY UNIT UNIT PRICE AMOUNT 1 MOBILIZATION 1 LS Qii3groAs,78.10 j i C 1,006 ,00 2 CLEARING AND GRUBBING 1 LS 3 UNCLASSIFIED EXCAVATION 800 CY aj aq 17,032.°° 4 R&R STREET SECTION 1.5" AC ON 8" BASE 59,614 SF a 54 1511 zip. 5to 5 R&R STREET SECTION 2" AC ON 10" BASE 85,859 SF el.6 clIg1941)A5 6 R&R STREET SECTION 3" AC ON 8" BASE 107,031 SF a.5a j, q,7i2,IA • 7 R&R AC ONLY 1,185 TONS (so,$R ,o7i .70 8 PAVEMENT MILLING 62,390 LF D 7• 451644 .10 g4,941 15. 9 PAVEMENT FABRIC 126,589 SY Q 15 10 A. C. OVERLAY 12,246 TONS A5.00 551,b70.00 11 MANHOLES 65 EA a00 oo 13,000 ,oa 12 MONUMENTS 9 EA 156,66 11650•oo 13 R&R CROSS GUTTER 6,079 SF 15 .v. q blgl a.9q 14 NEW CROSS GUTTER 1,124 SF 1(0.51 Igh 647.Iip 15 R&R SIDEWALK 6,990 SF to,30 44, Dart. oa 16 NEW SIDEWALK 4,471 SF 5.a5 en, 4'7a.75 17 REMOVE CONCRETE 1,350 SF q7 4, 6$34. 50 18 R&R CURB AND GUTTER 1,939 LF 09.?d 531741. $ 19 NEW CURB AND GUTTER . 1,023 LF 2a Al as i4gce, _ gl 20 TRAFFIC STRIPING 1 LS a3i o00 od 3,15bo. °O 21 PED RAMP 15 EA Ic 31050d apit4�5,o0 22 REINSTALL TRAFFIC LOOPS 154 EA cg6.,040 43,$g0 • °'C 23 R&R ALLEY APRON 275 SF (a, oo c9i 7 60 °o 24 NEW DRIVEWAY 1,880 SF 5..$(1 1I 105z4 15 NO. ITEM QNTY UNIT UNIT PRICE AMOUNT 25 R&R DRIVEWAY 6,694 SF 9714 g7,745.1(0 26 R&R STORM DRAIN COVER D-3 1 EA la4a(Qpc 1,426•00 27 NEW GRAVITY WALL 3 CY $. y 1g° Si W9.00 28 R&R RETAINING WALL 363 SF 4a • DO 15, a4(0 60 Total Bid 1,890,3T Total Bid Writ en: ( a d AiLYI4( /t� kciseuon4 Sep rn s, and hen Cents In case of a discrepancy between words and figures, the words shall prevail. In the event of a variation between the unit price and extended total, the unit price and the corrected extension will be considered as the amount bid. The quantities listed in the Bid Sheet(s) are provided to give a general indication of the scope of the work and for the comparison of bids. No warranty is made, either expressed or implied, that the actual quantities of work to be done will correspond therewith. • I S 16 CERTIFICATE REGARDING CONTRACTOR'S LICENSE NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 1. Contractor is required to possess the following State Contractor's License: Class A General Engineering Contractor's License 2. A failure to possess the required license, a failure to truthfully set forth the following information, or a failure to execute this Certificate renders the proposal nonresponsive and requires the City to reject the proposal. (Business and Professions Code. Section 7028.15) 3. Contractor declares, under penalty of perjury, that he possesses the required Contractor's license which: a. Bears license number Q7 35R ; and b. Expires on: c 31 04 Signarnl1.l.. Date 6k•Set-. Title This required license determination has been made by the City of National City. Any Contractor holding a different license who feels he is qualified to bid on this work must so advise the City Engineer at least seven (7) days prior to the bid opening. A review of the contemplated work will be made and the City's decision as to the required license will be final. 17 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of San Diego ►/7/03 Oate personally appeared • ...r-•'��. fH ./^. ' '�ve5�na• s a ec$a�.^sC .aC .at. • sm... before me, SS. Laura E. Apple, Notary Public M.L. Name arid Title of Officer (e.g., °Jane Doe, Notary Public") Wilde LAURA E. APPLE Commission* 1330126 Notary Public - California San nlago County My Conn, Eilrui Now 13, 2005 Name(s) of Signer(s) Xl5Dersonally known to me ❑ proved to me on the basis of satisfactory evidence to be the person(i4 whose name) subscribed to the within instrument and acknowledged to me that he/ $$y executed the same in hisltiKt authorized capacityW and that by his/DiXt5NK signaturenon the instrument the person= or the entity upon behalf of which the persoeC acted, executed the instrument, WITN SS my hand and official seal. Signature of Notary Public 9-p 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 [,q ument Title or Type of Document: Document Date: 1 1 a D 4/ 0 A r P !l OWYJMITA Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual ❑ Corporate Officer — Title(s): E Partner — ❑ Limited ❑ General ❑ Attorney -in -Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is R senting: RIGHT TH OF S Uh1BPRINT GNER Top of thumb here a * 1999. National Notary Association • 9350 De Sato Ave., P.O. Box 2402 • Chatsworth, CA 91313-2402 • www.nxtionalnotary.org Prod. No. 5907 Reorder: Call Toll -Free 1-800-876-6827 BID SECURITY FORM - CHECK NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 NOTE: THE FOLLOWING FORM SHALL BE USED IN TH ACCOMPANYING BID Accompanying this proposal is a Certified Check or Cashiers City of National City, hereinafter referre dollars ($ percent of the total amount of the bid. This check shall either of the following occur: A. B. CASE OF CHECK C - eck payable to the order of the to as "City", for ), this amount being 10 e returned to the undersigned only if If said Bid shall be rejected by the City, or in the alternate If said Bid shall be accepted by the Contract in the form attached here and shall furnish bonds required the payment of all persons therewith, and shall in all o said Bid; otherwise, said ch and the Undersigned shall execute and deliver a (properly completed in accordance with said Bid) f , his/her faithful performance of said Contract and for p forming labor or furnishing materials in connection respects perform the Contract created by acceptance of k shall become the property of the City. C' Said check shall also become t e property of the City if the Undersigned shall withdraw his/her bid within the period of 60 calendar days after the date set for the opening thereof, unless otherwise required by law, : nd notwithstanding the award of the Contract to another bidder. Signature of Bidder Title Date 18 DESIGNATION OF SUBCONTRACTORS NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 In compliance with the provisions of the Subletting and Subcontracting Fair Practices Act (Section 4100 et sec of the Government Code of the State of California) the undersigned Bidder has set forth below the full name and the location of the place of business of each Subcontractor who will perform work or labor or render service to the Prime Contractor in or about the construction of the work or improvement, or a Subcontractor licensed by the State of California who, under subcontract to the Prime Contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications to which the attached bid is responsive, and the portion of the work which will be done by each Subcontractor for each subcontract in excess of one-half of one percent of the Prime Contractor's total bid. The Bidder understands that if he fails to specify a subcontractor for any portion of the work to be performed under the contract in excess of one-half of one percent of his bid, he shall be deemed to have agreed to perform such portion of the work with contractor's own forces. Substitution shall not be allowed, except in cases of public emergency or necessity, and then only after a finding, reduced to writing as a public record of the City, setting forth the facts constituting the emergency or necessity. If no subcontractors are to be employed on the project, enter the word "NONE". ITEM DESCRIPTION OF NO. WORK ao 51-6Pino� -- Cracl� It as I ISPP Fab a l:wT YlC Paib it pia �Iljp 1- + Mi���n c� 5 D vi J �t as � s� rr�� L4 ncs� skr, Ca 1 ? 35,s5 TOTAL % WORK SUBCONTRACTED c Z BI D ca:,n P u�2S �1cG 561,E WQ. 4-11. • (Ito flarEon (Legal Name of Bidder) PERCENT OF TOTAL CONTRACT SUBCONTRACTOR ADDRESS < By, Title: Vad6Q. Prss-V.S.ec. 23 Title or Type of Document: Document Date: CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of San Diego On (J7/o? personally appeared before me, Laura E. Apple, Notary Public Name and Title of Officer (e.g., "Jane Doe, Notary Public") M.L. Wilde LAURA E. APPLE Commission # 1330126 Notary Public- California = San Diego County Coon. Epires Nov 13, 2005� Ar sr s. a, wr w %A. a- .r.+ Name(s) of Signers) ilspersonally known to me ❑ proved to me on the basis of satisfactory evidence to be the person($ whose name) is;ra3rsK subscribed to the within instrument and acknowledged to me that he/ay executed the same in authorized capacity and that by his/130725NK signatureyon the instrument the persons or the entity upon behalf of which the person( acted, executed the instrument. WITN SS my hand and official seal. 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 D5 Signer(s) Other Than Named Above: Number of Pages: 1 Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual E Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney -in -Fact ❑ Trustee ❑ Guardian or Co. -rvator ❑ Other: S' - er Is Representing: RIGHT THUMBPRINT OF SIGNER Top of thumb here s. . �; rzsxrrexyz.��4"<gav:....�.i.��3e``"rJ'yam?-"��'sa-v'r.'�A-✓3i: .'+'P•-.. b 1999 National Notary Associalon • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313-2402 • www.netionalnolaryorg Prod. No. 5907 Reorder. Call Toll -Free 1-800.876-6827 CONTRACTOR'S CERTIFICATE OF WORKER'S COMPENSATION INSURANCE NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 Section 3700 of the Labor Code provides in part as follows: "Every employer except the state shall secure the payment of compensation in one or more of the following ways: (a) By being insured against liability to pay compensation to one or more insurers duly authorized to write compensation insurance in this state. (b) By securing from the Director of Industrial Relations a certificate of consent to self -insure, which may be given upon furnishing proof satisfactory to the Director of Industrial Relations of ability to self -insure and to pay any compensation that may become due to his employees. 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. I further certify that if I should contract or subcontract with any person, including firm or company, to do all or any part of the work for which this proposal covers, I shall assure compliance by that contractor or subcontractor with the rovisions f Section 3700 of the Labor Code. P9gr e . Sou hweg+1 • d ba 14ansan Ste} Cori„-h io rl (Legal Name of Bidder) By: Title: L.V1171ct Ass+.Sec (In accordance with Article 5, commencing at Section 1860, Chapter 1, Part 7, Division 2, of the Labor Code, the above certificate must be signed and filed with the awarding body prior to performing any work under this contract.) 24 C.11 %5 .,'��" "`� m��n`�2C:n,6"V�...�°:>,Miv'.�`-"''.a�cti'��-. `•-: ..G,-x�<p� v,���-,�''-'Z��.�'�.✓4���r]'.p``-y%��.� ate.>=. ®1999 National Notary Association • 9350 De Soto Ave., PO. Box 2402 • Chatsworth. CA 91313-2402 • www.naionalnotary.org CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of San Diego On Date personally appeared before me, Laura E. Apple, Notary Public M.L. Name and Title of Officer (e.g., "Jane Doe, Notary Public") Wilde Will .a '�^�6'A l+w m ®_ w fa LAW A E. APPLE Commission of 1330126 Notary Pubic - Califomia San Diego County My Corm. Expires Nov 13, 2005 Name(s) of Signers) X>?ilersonally known to me proved to me on the basis of satisfactory evidence to be the person($ whose name) isXa)aX subscribed to the within instrument and acknowledged to me that he/aktkair executed the same in authorized capacity(EXC and that by his/t3(' MO( signatureXon the instrument the person sj; or the entity upon behalf of which the person( acted, executed the instrument. WITNESS my��hand yand official seat 2!2i.-l-J L-CLE 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: 1-z 63 Signer(s) Other Than Named Above: Number of Pages: Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney -in -Fact Trustee ❑ Guardian or Consery ❑ Other: RIGHT 71-11,1;,;0,HINT OF SIGNER Top of thumb here Si Representing: Prod. No. 5907 ••fl Reorder: Call Toll -Free 1-800-876-6827 CONTRACT NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 THIS CONTRACT, made and entered into this made and performed by the City, the Contractor agrees with the City to furnish all materials and labor for: , 2003 by and the "City", and "Contractor". day of between the City of National City, California, herein after designated as , hereinafter designated as the WITNESSETH: that the parties hereto do mutually agree as follows: 1. For and in consideration of the payments and agreements hereinafter mentioned to be NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 and to perform and complete in a good and workmanlike manner all the work pertaining thereto shown on the plans and specifications therefore; to furnish at his own proper cost and expense all tools, equipment, labor and materials necessary therefore; and to do everything required by this agreement and the said plans and specifications. 2. For furnishing all said materials and labor, tools and equipment, and doing all the work contemplated and embraced in this Contract, also for all loss and damage arising out of the nature of the work aforesaid, or from the action of the elements, or from any unforeseen difficulties which may arise or be encountered in the prosecution of the work until its acceptance by the City and for all risks of every description connected with the work; also, for all expenses incurred by or in consequence of the suspension or discontinuance of work, except such as in said specifications are expressly stipulated to be borne by the City and for well and faithfully completing the work and the whole thereof, in the manner shown and described in the said plans and specifications, the City will pay and the Contractor shall receive in full compensation therefore the lump sum price, or if the bid is on the unit price basis, the total price for the several items furnished pursuant to the specification, named in the bidding sheet of the proposal, as the case may be. 3. The City hereby promises and agrees to employ, and does hereby employ said Contractor to provide the materials and to do the work according to the terms and conditions herein contained and referred to for the price aforesaid and hereby conditions set forth in the specification; and the said parties for themselves, their heirs, 25 CONTRACT (CONTINUED) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 executors, administrators, successors and assigns, do hereby agree to the full performance of the covenants herein contained. 4. The Notice Inviting Bids, Instructions To Bidders, Bid Proposal, Bonds, The Plans and Specifications, General Provisions and Special Provisions, and all amendments thereof, are hereby incorporated in and made part of this Contract. 5. The Contractor shall assume the defense of and indemnify and save harmless the City of National City and its officers, employees, and agents, including the private engineer, from all claims, loss, damage, injury and liability of every kind, nature and description, directly or indirectly arising from this Contract, or the performance of the work, regardless of responsibility or negligence. 6. Claims, disputes and other matters in question between the parties to this Contract, arising out of or relating to this Contract or the breach thereof, may be decided by arbitration if both parties to this Contract consent in accordance with the rules of the American Arbitration Association then obtaining unless the parties mutually agree otherwise. No arbitration arising out of or relating to this Contract, shall include, by consolidation, joinder or in any other manner, any additional person not a party to this Contract except by written consent containing a specific reference to this Contract and Signed by CONTRACTOR, CITY, and any other person sought to be joined. (Any Consent to arbitration involving an additional person or persons shall not constitute consent of any dispute not described therein or with any person not named or described therein.) This agreement to arbitrate and any agreement to arbitrate with an additional person or persons duly consented to by the parties to this Contract shall be specifically enforceable under the prevailing arbitration law. Notice of the demand for arbitration is to be filed in writing with the other party to this Contract and with the American Arbitration Association. The demand is to be made within a reasonable time after the claim, dispute or other matter in question has arisen. In no event is the demand for arbitration to be made after the date when institution of legal or equitable proceedings based on such claim, dispute or other matter in question would be barred by the applicable statute of limitations. The award rendered by the arbitrators shall be final and judgement may be enter upon it in accordance with applicable law in any court having jurisdiction thereof. 26 CONTRACT (CONTINUED) NATIONAL CITY STREET RESRUFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 7. The Contractor agrees to comply with all Local, State and Federal regulations and with all applicable standards, orders, or regulations issued pursuant to the Clean Air Act of 1970 (42 U.S.C. 1857 et seq.) and the Federal Water Pollution Control Act (33 U.S.C. 1251 et seq.) as amended. IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed in three counterparts, each of which shall be deemed an original the day and year first above written. CONTRACTOR: By: Title: By: Title: Federal ID. No. CITY: By: Title: Mayor, City of National City ATTEST: By: Title: City Clerk, City of National City (Notarial acknowledgement of execution by all PRINCIPALS OF CONTRACTOR must be attached.) 27 CONTRACT (CONTINUED) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 CORPORATE CERTIFICATE I, certify that I am the Secretary of the Corporation named as Contractor in the foregoing Contract; that , who signed said contract on behalf of the Contractor, was then of said Corporation; that said contract was duly signed for and in behalf of said Corporation by authority of its governing body and is within the scope of its corporate powers. I, certify that I am the Secretary of the Corporation named as Contractor in the foregoing Contract; that , who signed said contract on behalf of the Contractor, was then of said Corporation; that said contract was duly signed for and in behalf of said Corporation by authority of its governing body and is within the scope of its corporate powers. Corporate Seal: 28 CONTRACT (CONTINUED) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 PARTNERSHIP CERTIFICATE STATE OF ) COUNTY OF ) ) ss On this day of , 2003, before me, the undersigned, a Notary Public in and for said County and State, personally appeared: (Notarial Seal) known to me to be of the partners of the partnership that executed the within instrument, and acknowledged to me that such partnership executed the same. Signature: Name (Type or Print): (Notary Public in and for said County and State) My Commission expires: 29 PERFORMANCE BOND NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the City Council of the City of National City, by Resolution No. passed the day of , 2003 has awarded to hereinafter designated as the "Principal", the National City Street Resurfacing Project, FY 02-03, Specification No. 02-2 WHEREAS, said Principal is required under the terms of said contract to furnish a bond for the faithful performance of said contract. NOW, THEREFORE, we, the Principal and as surety, are held and firmly bound unto the City Council of the City of National City, hereinafter called the "Council", in the penal sum of lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT if the above bounden Principal, his/her or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the said contract any alteration thereof made as therein provides, on his or their part, to be kept and performed at the time and in the amount therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City of National City, the City Council, their officers, agents, and employees, as therein stipulated, then this obligation shall become null and void; otherwise it shall be and remain in full force and virtue. And the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or additions to the terms of the contract or to the work or to the specifications. 30 PERFORMANCE BOND (CONTINUED) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 In the event suit is brought upon this bond by the City of National City and judgement is recovered, the surety shall pay all costs incurred by the Council in such suit, including a reasonable attorney's fee to be fixed by the Court. IN WITNESS WHEREOF three identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and Surety above named, on the day of , 2003. (SEAL) (SEAL) (SEAL) (SEAL) (SEAL) (SEAL) Surety Principal 31 PERFORMANCE BOND (CONTINUED) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 ATTORNEY -IN -FACT ACKNOWLEDGEMENT OF SURETY STATE OF COUNTY OF ) ss On this day of , 2003, before me, the undersigned, a Notary Public in and for said County and State, personally appeared known to me to be the person whose name is subscribed to the within instrument as the attorney -in -fact of the , the corporation named as Surety in said instrument, and acknowledged to me that he subscribed the name of said corporation thereto as Surety, and his own name as attorney -in -fact. NOTE: Signature of those executing for Surety must be properly acknowledged. NOTE: The Attorney -in -fact must attach a certified copy of the Power of Attorney. Signature: Name (Type or Print): Notary Public in and for said County and State My Commission expires: APPROVED AS TO FORM: By: George H. Eiser, III City Attorney PAYMENT BOND (CONTINUED) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 ATTORNEY -IN -FACT ACKNOWLEDGEMENT OF SURETY STATE OF COUNTY OF ) ss On this day of , 2003, before me, the undersigned, a Notary Public in and for said County and State, personally appeared known to me to be the person whose name is subscribed to the within instrument as the attorney -in -fact of the , the corporation named as Surety in said instrument, and acknowledged to me that he subscribed the name of said corporation thereto as Surety, and his own name as attorney -in -fact. NOTE: Signature of those executing for Surety must be properly acknowledged. NOTE: The Attorney -in -fact must attach a certified copy of the Power of Attorney. Signature: Name (Type or Print): (Notary Public in and for said County and State) My Commission expires: APPROVED AS TO FORM: By: George H. Eiser, III City Attorney 35 GUARANTEE AGREEMENT NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 (FORM FOR BOTH CONTRACTOR AND/OR SUBCONTRACTOR AS APPLICABLE) We hereby guarantee that NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03, SPECIFICATION NO.02-2, has been installed in accordance with the drawings and specifications and that the work as installed will fulfill the requirements included in the specifications. The undersigned agrees to promptly repair or replace, in a manner satisfactory to the Engineer, any or all of such work, together with any other adjacent work which may be displaced in connection with such repair or replacement, that may prove to be defective in workmanship or material within a period of one (1) year from the date of acceptance of the above referenced project by the CITY, ordinary wear and tear and unusual abuse or neglect excepted. The Contractor also agrees to hold the CITY harmless from claims of any kind arising from damage due to said defects in the work constructed under the Contract. Replacement of earthfill or backfill, where it has settled below the required finish surfaces, shall be considered part of such repair work, and any repair of resurfacing constructed by the Contractor, which becomes necessary by reason of settlement, shall be likewise considered part of such repair work unless the Contractor shall have obtained a statement in writing from the affected private owner or public agency releasing the Owner from further responsibility in connection with such resurfacing. In the event that the undersigned fails to comply with the above mentioned conditions within a reasonable period of time, as determined by the CITY, the undersigned hereby authorizes the CITY to proceed with the repair of said defects and the Contractor and his/her surety shall be liable to the City for the cost thereof. 36 GUARANTEE AGREEMENT (CONTINUED) NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 Signatures (Firm Name) (Address) By: By: (Signature of General Contractor or (Signature of General Contractor or Subcontractor) Subcontractor) (Name and Title) (Name and Title) Countersigned: (Firm Name) (Address) By: By: (Signature of General Contractor if for (Signature of General Contractor if for Subcontractor) Subcontractor) (Name and Title) Representative to be Contacted for Service: Name: (Name and Title) Address: Telephone: 37 EMERGENCY NOTIFICATION LIST NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 DATE: In reference to Section 7-6 of the Standard Specifications my/our representatives at the construction site for the above subject project will be: Name Emergency Telephone Number(s) Name Emergency Telephone Number(s) I am aware that one of the named representative(s) shall be present at the work site whenever work is in progress. Further each of these responsible persons can be contacted in an emergency situation and have complete authority to act on the Contractor's behalf. Signature of Contractor Name and Title Signature of Contractor Name and Title Note: Two signatures are required if a corporation. 38 CONTRACTOR'S CERTIFICATION OF COMPLETION NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 DATE: TO: City Engineer City of National City Engineering Department 1243 National City Boulevard National City, Ca 91950 FROM: (Firm or Corporation) This is to certify that I, acting as an authorized official of the above stated firm or corporation, have been properly authorized by said firm or corporation to sign the following statements pertaining to the subject contract: I know, of my own personal knowledge, and do hereby certify, that the work of the contract described above has been performed, and materials used and installed in every particular, in accordance with, and in conformity to, the contract drawings and specifications. The contract work is now complete in all parts and requirements, and ready for your final inspection. I understand that neither the determination by the Engineer that the work is complete, nor the acceptance thereof by the Owner, shall operate as a bar to claim against the Contractor under the terms of the guarantee provisions of the contract documents. Signature of Contractor Name and Title Signature of Contractor Name and Title Note: Two signatures are required if a corporation. 39 CONTRACTOR'S AFFIDAVIT OF DISPOSAL NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 WHEREAS, on the day of , , the undersigned entered into and executed a contract with the City of National City, a municipal corporation, for NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03, as particularly described in said contract and identified as Specification No. 02-2; and WHEREAS, the specifications of said contract requires the Contractor to affirm that "all brush, trash, debris, and surplus materials resulting from this project have been disposed of in a legal manner"; and that "every effort has been made to recycle all designated recyclable materials as listed in the County of San Diego Mandatory Recycling Ordinance." WHEREAS, said contract has been completed, all surplus materials disposed of, and proof of compliance with County San Diego Mandatory Recycling Ordinance has been furnished. NOW, THEREFORE, in consideration of the final payment by the City of National City to said Contractor under the terms of said contract, the undersigned Contractor, does hereby affirm that all surplus materials as described in said contract have been disposed of at the following locations: and that they have been disposed of according to all applicable laws and regulations. Dated this day of , 2003. Signature of Contractor Name and Title Signature of Contractor Name and Title Note: Two signatures are required if a corporation. 40 CONSENT OF SURETY FOR FINAL PAYMENT NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 In accordance with the provisions of the contract between the City and the Contractor, and the following named Surety: on the Payment Bond in the amount of Dollars, of the following named Contractor: hereby approves of final payment to the Contractor, and further agrees that said final payment to the Contractor shall not relieve the Surety named herein of any of its obligations to the City of National City, California, as set forth in said Surety company's bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand and seal this day of , 2003. Signature of Authorized Surety Representative Title (CORPORATE SEAL) 41 CONTRACTOR'S AFFIDAVIT OF PAYMENT NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 To All Whom It May Concern: WHEREAS, the undersigned has been contracted by the City of National City to furnish labor and materials for National City Street Resurfacing Project, FY 02-03, Specification No. 02- 2, under a contract dated the day of , 2003, in the City of National City, County of San Diego, State of California, of which City of National City is the Owner. NOW, THEREFORE, this day of , 2003 the undersigned, as the Contractor for the above -named Contract pursuant to the Conditions of the Contract hereby certifies that, except as listed below, he has paid in full or has otherwise satisfied all obligations for all materials and equipment furnished, for all work, labor, and services performed, and for all known indebtedness and claims against the Contractor for damages arising in any manner in connection with the performance of the Contract referenced above for which the Owner or his property might in anyway be held responsible. EXCEPTIONS: (If none, write "None". If required by the Owner, the Contractor shall furnish bond satisfactory to the Owner for each exception.) Signature of Contractor Name and Title Signature of Contractor Name and Title Note: Two signatures are required if a corporation. 42 CONSENT OF SURETY FOR REQUEST OF ADJUSTMENT OF RETENTION NATIONAL CITY STREET RESURFACING PROJECT, FY 02-03 SPECIFICATION NO. 02-2 The Contractor, , hereby requests that the percentage of progress payment estimates retained by the City of National City under the provisions of the Contract Documents be REDUCED to %. Signature of Contractor Name and Title Signature of Contractor Name and Title Note: Two signatures are required if a corporation. ************************************************************************ The Surety on Performance Bond for said Project hereby approves the foregoing request. Signature of Authorized Surety Representative Title ************************************************************************ Approval IS/IS NOT recommended: The percentage of completion as of , 2003 is %, and the present percentage of elapsed time as of , 2003 is %. Signature of Project Engineer ************************************************************************ APPROVED/DISAPPROVED Signature of City Engineer or Representative 43 SPECIAL PROVISIONS PART ONE GENERAL PROVISIONS The following SECTIONS supplement the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1997 Edition and supersede any conflicting requirements. The paragraphing follows that of said STANDARD SPECIFICATIONS. SECTION 1--TERMS, DEFINITIONS, ABBREVIATIONS AND SYMBOLS 1-2 DEFINITIONS Agency - The City of National City Board - The City Council of the City of National City City - The City of National City Engineer - The City Engineer of the City of National City, or other representative of the City Manager of the City of National City, designated to administer the work for the City of National City, and who may act directly or may be represented on the work by engineers, assistants, and inspectors who are authorized to act for him/her within the scope of the particular duties entrusted them. Directed, as directed, or directed by the Engineer - The terms shall mean the performance of obligations, and the exercise of rights, specifically imposed upon and granted to the City in becoming a party to the contract. The above terms shall not mean the active and direct supervision of superintendence of the details of the work. SECTION 2 - SCOPE AND CONTROL OF WORK 2-1 AWARD AND EXECUTION OF CONTRACT 2-1.1 Award of Contract. The proposals will be compared on the basis of the unit cost for each item listed in the proposal, and on the total of all basic items (plus alternate and contingent items selected for award by the Engineer). The award of the contract, if it be awarded, will be to the lowest responsible bidder whose proposal complies with all the requirements prescribed. Such award, if made, will be within sixty days after the opening of the proposals. All proposals will be compared on the basis of the Engineer's Estimate of the quantities of work to be done. The contractor shall submit to the City, when requested and prior to the award of the contract, a financial statement that indicates the contractor's ability to perform the project. 44 2-1.2 Execution of Contract. a. A Contract will be mailed to the successful bidder by the City. The Contract shall be signed by the successful bidder in triplicate counterpart and returned, together with the contract bonds and insurance certificates, within 10 working days from mailing the Contract to the contractor. No Contract shall be binding upon the City until same has been completely executed by the contractor and the City. b. Failure to execute a Contract and file acceptable bonds and insurance certificates as provided herein within the time limit above may be just cause for the annulment of the award and the forfeiture of the proposal bid security. 2-2 ASSIGNMENT 2-2.1 Contractor Indebtedness. Indebtedness incurred for any cause in connection with this work must be paid by the contractor and the City is hereby relieved at all times from any indebtedness or claim other than payments under terms of the contract and the contractor will indemnify and hold harmless the City and its officers and employees from any loss, demand, damages, claims or actions arising from or in connection with said indebtedness. 2-4 CONTRACT BONDS Before execution of the Contract by the City, the Bidder shall file with the City surety bonds satisfactory to the Board in the amounts and for the purposes noted below. Bonds shall be duly executed by a responsible corporate Surety, authorized to issue such bonds in the State of California and have assets that exceed its liabilities in an amount equal to, or in excess of, the amount of the bond. The Bidder shall pay all bond premiums, costs, and incidentals. Each bond shall be on the forms provided and be signed by both the Bidder and Surety and the signature of the authorized agent of the Surety shall be notarized. The Bidder shall provide two good and sufficient surety bonds: The Performance Bond shall be for 100 percent of the Contract Price to guarantee faithful performance of all Work, within the time prescribed, in a manner satisfactory to the City, and that all materials and workmanship will be free from original or developed defects. The Payment Bond shall be for not less than 100 percent of the Contract Price, to satisfy claims of material suppliers and of mechanics and laborers employed by it on the Work. The bond shall be maintained by the Contractor in full force and effect until the Work is accepted by the City, and until all claims for materials and labor are paid, and shall otherwise comply with the Civil Code. 45 Should any bond become insufficient, the Contractor shall renew the bond within 10 days after receiving notice from the City. Should any Surety at any time be unsatisfactory to the Board, notice will be given the Contractor to that effect. No further payments shall be deemed due or will be made under the Contract until a new Surety shall qualify and be accepted by the Board. Changes in the Work, or extension of time, made pursuant to the Contract, shall in no way release the Contractor or Surety from its obligations. Notice of such changes or extensions shall be waived by the Surety. 2-5 PLANS AND SPECIFICATIONS 2-5.1 General. Location maps attached show the approximate locations for removal and replacement of existing improvements and installation of new improvements. Except as otherwise noted or specified, the work shall be done in accordance with the following referenced specifications and drawings which are on file in the Office of the City Clerk. STANDARD SPECIFICATIONS A. Standard Specifications for Public Works Construction, 1997 Edition, as amended by the Regional Supplement Amendments, 1997 Edition. B. California Department of Transportation, Manual of Traffic Controls for Construction and Maintenance Work Zones, 1990 Edition. C. State of California, Department of Transportation, Standard Specifications, July 1995. STANDARD DRAWINGS A San Diego Area Regional Standard Drawings, 1997 Edition as modified by National City. B. San Diego Area Regional Standard Drawings, 1997 Edition. C. State of California, Department of Transportation, Standard Plans, July 1995. 2-5.3 Shop Drawings. Contractor agrees that Shop Drawing Submittals processed by the Engineer are not Change Orders; that the purpose of Shop Drawing Submittals by the Contractor is to demonstrate to the Engineer that the Contractor understands the design concept, that he demonstrates his understanding by indicating which equipment and material he intends to furnish and install, and by detailing the fabrication and installation methods he intends to use. Contractor 46 further agrees that if deviations, discrepancies, or conflicts between Shop Drawing Submittals and the contract documents in the form of design drawings and specifications are discovered either prior to or after Shop Drawing Submittals are processed by the Engineer, the design drawings and specifications shall control and shall be followed. Shop drawings shall include complete fabrication, assembly, foundation, and installation drawings for the complete assembly of the system with all components, equipment, and parts, each with an assigned number corresponding to the system manufacturer's parts list. Shop drawings shall also show construction details for each component and piece of equipment. 2-5.4.1 Submittals. When submittals are required by Plans or Specifications, or as directed by the Engineer they may be shop drawings, products data, samples, or documents to ensure that the work is in accordance with the Contract documents. The Contractor shall make the submittals within 15 calendar days from the date requested in writing by the City. The Contractor is responsible for coordinating, scheduling, sequencing, and preparing submittals so that work will not be delayed. Initial submittals requiring approval will be reviewed at no cost to the Contractor. The cost of reviewing re -submittals, for reason of failure to meet Contract requirements, shall be at the expense of the Contractor. The Contractor shall furnish five (5) copies of the required submittals to the City Engineer. The Contractor shall ensure no work has begun until submittals for that item of work have been returned approved. 2-5.4.2 Submittals Required. The following submittals are required: 1. Asphalt Concrete Pavement Materials 2. Asphalt Emulsion 3. Cast Metals: Manhole Frame Units and/or Adjustable Ring Units 4. Crushed Miscellaneous Base 5. Construction Schedule 6. Crack Routing Equipment 7. Crack Sealer 8. Pavement Fabric 9. Pavement Milling Equipment 10. PCC Mix Design 11. Plan for Temporary Storage of Equipment and Materials 12. Tack Coat 13. Thermoplastic Marking 14. Traffic Control Plan 15. Traffic Paint and Pavement Markers 47 2-5.5 Record Drawings. Accurate and legible records shall be kept on a set of contract drawings of all changes of work which occur during construction. The contractor shall record the exact location by dimension, and exact depth, by elevation, of all underground lines, valves, plugged tees, capped ends, etc. He shall record, by dimension and/or scale drawings, all wiring, conduits and pull boxes as actually installed. All information necessary to maintain and/or service any concealed work shall be noted on these record drawings. Such records shall be kept up to date with all entries checked by the Engineer before the work is buried or covered up. Upon completion of the work (but prior to acceptance of the work), Contractor shall deliver to the City, and up to date set of complete "As Built" record drawings. Such drawings shall be on Sepia copies of the plans. "As Built" record drawings shall be prepared in accordance with an acceptable plan preparation standard. Depending upon the length of the Contract and the complexity of the project, the Engineer reserves the right to request interim prints of the "As Builts" record drawing when the Contractor submits periodic application for payment in order to verify the accuracy and timeliness of recording the actual construction conditions. If the Contractor's "As Built" documentation is not satisfactory to the Engineer, this deficiency may be cause to delay approval of the periodic payment applications until the deficiencies are satisfactorily resolved. 2-6 WORK TO BE DONE The CITY will: a. Provide 6 sets of plans and specifications for the project at no cost to the contractor. b. Furnish inspection. c. Provide for all testing of materials, except as otherwise noted in Section 4. The CONTRACTOR will: a. Furnish all labor, material, and equipment necessary to construct a complete project. b. Pay for any overtime that the City Inspector is required to work due to Contractor's schedule. c. Obtain and pay for all the required permits. The work to be performed under this Contract shall consist of furnishing all plant, tools, equipment, materials, supplies and manufactured articles, and for furnishing all transportation, services, including fuel, power and water and essential communications, and the performance of all labor, work or other operations required for the fulfillment of the Contract, in strict accordance with the specifications, schedules and drawings, all of which are made a part hereof, and including such detailed sketches as may be furnished by the Engineer from time to time during the construction in explanation of said drawings. The work shall be complete, and all work material and services not expressly called for in the specifications, or not shown on the drawings which may be necessary for complete and proper construction to carry out the Contract in good 48 faith, shall be performed, furnished and installed by the Contractor at no increase in cost to the City. 2-9 SURVEYING 2-9.1 Permanent Survey Markers. The contractor shall not disturb permanent survey monuments or Bench Marks without the consent of the City Engineer. The contractor shall bear the expense of replacing or resetting any marker that may be disturbed without said consent. Replacement or resetting of any marker shall be done only by a California licensed engineer or land surveyor. 2-9.3 Survey Service. The expense to the contractor for the replacement of construction survey stakes by the City shall be at the rate of $200.00 per hour including travel time. 2-11 INSPECTION The City's Representative shall at all times have access to the work during construction, and shall be furnished with every reasonable facility for ascertaining full knowledge respecting the progress, workmanship and character or materials and equipment used and employed in the work. Whenever the Contractor varies the period during which work is carried out on each day, he/she shall give due notice to the City's Representative so that inspection may be provided. Any work done without inspection by the City's Representative will be subject to rejection. All installations which are to be backfllled or otherwise covered shall be inspected by the City's Representative prior to backfilling or covering, and the contractor shall give due notice in advance of backfilling or covering to the City's Representative so that inspection may be provided. The inspection of the work shall not relieve the Contractor of any of his obligations to fulfill the Contract as prescribed. Defective work shall be made good, and unsuitable materials and equipment may be rejected notwithstanding the fact that such defective work and unsuitable materials and equipment have been previously inspected by the City's Representative or that payment therefor has been included in an estimate for payment. All costs of inspection and testing performed during overtime work by the Contractor which is allowed solely for the convenience of the Contractor shall be borned by the Contractor. The City shall have the authority to deduct the cost of all such inspection and testing from any partial payments otherwise due to the Contractor. 2-12 SERVICE OF NOTICE The delivery of any notice, instruction, claim, protest or other written communications personally to the Contractor or his Superintendent, to the Engineer or to the City Clerk of the City of 49 National City shall constitute service thereof upon the Contractor, the Engineer or to the City, respectively. The depositing in a post-paid wrapper directed to the official address of the Contractor, the Engineer or the City in any post office mail box regularly maintained by the post office, or any notice, instruction, claim protest or other written communication, shall be deemed sufficient service thereof upon the Contractor, the Engineer or the City, respectively, and the date of service shall be the day following the date of such mailing. The official address of the Contractor shall be the address given in the accepted Proposal, or such other address as the Contractor may subsequently designate in writing to the Engineer and to the City. The, official address of the Engineer is the Office of the City Engineer, City of National City, 1243 National City Boulevard, National City, California, 91950, or such other address as the Engineer may subsequently designate in writing to the Contractor. The official address of the City is the Office of the City Clerk, City of National City, 1243 National City Boulevard, National City, California 91950, or such other address as the City may subsequently designate in writing to the Contractor. SECTION 3--CHANGES IN WORK 3-2 CHANGES INITIATED BY THE CITY 3-2.1 General. If a necessary change results in a minor change of work not to exceed $5,000.00, the City Engineer is authorized to negotiate a change order with the contractor's representative. After both parties have signed the change order, it will become effective. With the signing of the contract documents, the contractor acknowledges that his representative is authorized to sign change orders not to exceed $5,000.00 each. 3-2.2.3 Agreed Prices. A change order proposal by the contractor shall be submitted with a detailed cost estimate. The detailed cost estimate shall indicate material, labor, equipment, overhead, and all incidentals required to perform change in work. 3-2.3 Payment for Overtime Work. Except as otherwise provided in this Section, the Contractor shall not receive additional compensation for overtime work; i.e., work in excess of eight (8) hours in any one calendar day or forty (40) hours in any one calendar week, even though such overtime work may be required under emergency conditions and may be ordered by the Engineer in writing. Additional compensation will be paid to the Contractor for overtime work only in the event extra work is ordered by the Engineer and the change order specifically authorizes the use of overtime work and then, only to such extent as overtime work of a similar nature in the same locality. All costs of inspection and testing performed during overtime work by the Contractor which is allowed solely for the convenience of the Contractor shall be borne by the Contractor. The City 50 shall have the authority to deduct the cost of all such inspection and testing from any partial payments otherwise due to the Contractor. 3-3 EXTRA WORK 3-3.1 General. The Contractor, in providing the services set forth herein, shall not perform work in excess of the project without the written permission of the City or its designated representative. All requests for extra work shall be by written change order submitted to the City prior to the commencement of the work. 3-3.2 Payment. 3-3.2.2 Basis for Establishing Costs. (a) Labor. The costs of labor will be the actual cost for wages prevailing for each craft or type of workers performing the extra work at the time extra work is done, plus a labor surcharge set forth in the California Department of Transportation publication entitled "Labor Surcharge and Equipment Rates", which is in effect on the date upon which the work is accomplished and which is a part of the Contract. Said labor surcharge shall constitute full compensation for all payments imposed by the State and Federal laws and for all other payments made to, or on behalf of, the workman, other than the prevailing wages. The use of labor classification which would increase the extra work cost will not be permitted unless the Contractor establishes the necessity for such additional costs. Labor costs for equipment operators and helpers shall be reported only when such costs are not included in the invoice for equipment rentals. The labor cost for workers shall be proportioned to all of their assigned work and only that applicable to extra work shall be paid. Nondirect labor costs including superintendence shall be considered part of the mark-up of subsection 3-3.2.3(a) (c) Tool and Equipment Rental. The Contractor will be paid for the use of equipment at the rental rates listed for such equipment in the Department of Transportation publication entitled "Labor Surcharge and Equipment Rental Rates" which is in effect on the date upon which it is accomplished and which is a part of the Contract, regardless of ownership and any such rental or other agreement, if such may exist, for the use of such equipment entered into by the Contractor. If it is deemed necessary by the Engineer to use equipment not listed in the said publication, a suitable rental rate for such equipment will be established by the Engineer. The Contractor may furnish any cost data which might assist the Engineer in the establishment of such rental rate. 51 SECTION 4--CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP 4-1.2 Protection of Work and Materials. 4-1.2.1 Property Rights in Material. Nothing in the contract shall be construed as vesting in the contractor any right of property in the materials used after they have been attached or affixed to the work or the soil. All such materials shall become the property of the City upon being so attached or affixed. 4-1.4 Tests of Materials. The following conditions and materials will be tested by the City in addition to the required manufacturer's or other tests specified: Structural concrete, bituminous paving materials, base materials, and relative compaction. Tests shall be made by, and at the expense of the City, after a request by the contractor in such number and at such locations as deemed necessary by the Engineer to insure compliance with Specifications; however, the costs of retesting any portion of the work which has failed the initial tests taken by the City shall be borne by the contractor. 4-1.9 Storage of Materials. Area available within the City of National City for storage of materials is limited. Contractor should assume that all materials shall be stored off -site and delivered to jobsite as required for construction. SECTION 5 - UTILITIES Reference is made to Section 5-1, Location, and Section 5-2, Protection: The Contractor shall pothole and locate existing house service lines to prevent damage and inconvenience to the public. The contractor shall be responsible for the replacement of any disturbed utility lines and sprinkler systems as a part of this Contract, and full compensation for such work shall be considered as included in the prices bid for other items of work. The public utility, where they are the owner, shall have the sole discretion to perform repairs or relocation work, or permit the Contractor to do such repairs or relocation work at a reasonable price. An existing utility which is damaged as a result of the Contractor's operations shall also be removed or replaced at the Contractor's expense. The Contractor shall contact and coordinate with the utility owner for the relocation and/or replacement of their facility within the work area. 52 For the Contractor' s information, the following companies are listed for initial contacts concerning the above requirements and coordination of new and/or existing utility operations for the project: GAS & ELECTRIC: San Diego Gas & Electric 8315 Century Park Court Ste. 210 San Diego, CA 92123-1550 Attn: Dennis Gershoffer Tel: (858)636-3980 TELEPHONE: Pacific Bell 6150 Mission Gorge Rd. Ste 200 San Diego, CA 92120 Attn: Fred Kruse (619) 285-6611 SEWER: City of National City 1243 National City Boulevard National City, CA 91950-4397 (619) 336-4380 WATER: TELEVISION: Sweetwater Authority Attn: Russ Collins P.O. Box 2328 Chula Vista, CA 92012-2328 (619) 422-8395 Ext. 639 Fax: (619) 425-7469 Cox Cable Television Attn: John Lang 5159 Federal Boulevard San Diego, CA 92105 (619) 266-5316 Ultronics, Inc. 581 "C" Street Chula Vista, CA 91910 Attn: Jeff Vaglio (619) 422-0776 UNDERGROUND SERVICE ALERT: 1-800-422-4133 53 Section 4216 and 4217 of the Governmental Code requires a Dig Alert Identification Number be issued before a "Permit to Excavate" will be valid. For your Dig Alert I.D. Number call Underground Service Alert Toll Free 1-800-422-4133 two working days before you dig. California Assembly Bill 3020 made it mandatory for all those who plan to do any digging or excavating to inform a regional notification center at least two days in advance. Failure to do so can result in a fine of several thousand dollars and in addition, the contractor could be charged for the repair of any damages to the underground facilities. Copies of the construction drawings have been sent to the various utilities for their use in determining any necessary relocation of facilities. Additionally, a request has been made to check said drawings for errors, omissions or discrepancies. It shall be the Contractor's responsibility to contact the various utilities to determine the extent and time required for any and all relocations and for reconstruction of utility facilities. A time extension will be granted to the Contractor where utility relocations and/or reconstructions interfere with Contractor's work. The City shall assume the responsibility, between the parties to the Contract, for the timely removal, relocation or protection of existing main or trunkline utility facilities located on the site of any construction project that is a subject of this Agreement, if such utilities are not identified by the City in the drawings and specifications. City shall compensate the Contractor for the costs of locating, repairing damage not due to the failure of the Contractor to exercise reasonable care, and removing or relocating such utility facilities not indicated on the plans and specifications with reasonable accuracy, and for equipment on the project necessarily idled during such work. The Contractor shall not be assessed liquidated damages for delay in completion of the project, when such delay was caused by the failure of the public agency or owner of the utility to provide for the removal or relocation of suchutility facilities. Nothing herein shall be deemed to require the City to indicate the presence of existing service laterals or appurtenances whenever the presence of such utilities on the site of the construction project can be inferred from the presence of other visible facilities, such as buildings, meters, and junction boxes, on or adjacent to the site of the construction; however, nothing herein shall relieve the City from identifying mains or trunklines in the drawings and specifications. The City shall reserve its right against any utility for delays which are the responsibility of the utility and for any obligation impaired on the utility either by law or by contract to pay the cost of removal or relocation of existing utility facilities. If the Contractor, while performing the Contract, discovers utility facilities not identified by the City in the Contract drawings or specifications, he/she shall immediately notify the City and utility in writing. The fact that existing utilities and improvements, either above or below the ground surface, are not shown on the drawings shall not relieve the Contractor of liability for complete and careful protection of said utilities or improvements from damage as specified herein. 54 All repairs to damaged utilities or improvements shall be inspected and approved by an authorized representative of the utility and/or improvement Owner before being concealed by backfill or other work. In all cases of alteration or relocation of service connections, the Contractor shall notify the customer being affected a minimum of four (4) hours prior to said alteration or relocation, and service connection shall be returned to service in an amount of time not to exceed four (4) hours or as agreed between the parties. Damage to any existing utility by the contractor that is discovered within one year after acceptance of the work by the City shall be repaired by the contractor at his expense. SECTION 6--PROSECUTION, PROGRESS AND ACCEPTANCE OF WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK In accordance with Section 6-1, the Contractor shall submit to the Engineer a proposed schedule of work within fifteen (15) calendar days of execution of the Contract and prior to commencement of the work, and upon request of the Engineer, update the schedule accordingly. The City reserves the right to make reasonable changes in the work schedule to avoid conflict with special events. 6-6.2 Extension of Time. Should the Contractor incur a delay, a written request to the Engineer stating the reason(s) for the delay and the number of working days required shall be submitted within five (5) working days after the delay was incurred. The Engineer shall respond in writing within five (5) working days of the date of receipt of the request. Extension of time, if granted, shall follow the change order process. 6-7 TIME OF COMPLETION The Contractor shall complete the work within one hundred and fifteen (115) working days after the commencement date specified in the Notice to Proceed. 6-7.2 Working Day. Delete Items 5 and 6 of the Standard Specifications. 6-9 LIQUIDATED DAMAGES. Failure of the Contractor to complete the Work within the time allowed will result in damages being sustained by the City. Such damages are, and will continue to be, impracticable and extremely difficult to determine. For each consecutive calendar day in excess of the time specified for completion of the Work, as adjusted in accordance with Subsection 6-6, the Contractor shall pay to the City, or have withheld from monies due it, the sum of $200. 55 Execution of the Contract shall constitute agreement by the City and the Contractor that $200 per day is the minimum value of the costs and actual damages caused by the failure of the Contractor to complete the Work within the allotted time, that such sum is liquidated damages and shall not be construed as a penalty, and that such sum may be deducted from payments due the Contractor if such delay occurs. 6-11 GUARANTEE In accordance with the executed guarantee agreement, all work shall be guaranteed by the Contractor for a period of one (1) year from the date of acceptance of the work against defective workmanship and materials furnished by the Contractor. The Contractor shall promptly replace or repair, in a manner satisfactory to the Engineer, any such defective work, after notice to do so from the Engineer, and upon the Contractor's failure to make such replacement or repairs promptly, the City may perform this work and the Contractor and his surety shall be liable for the cost thereof. SECTION 7--RESPONSIBILITIES OF THE CONTRACTOR 7-2 LABOR 7-2.2 Laws. Pursuant to Sections 1720 et seq. and 1770 et seq. of the California Labor Code, the successful bidder shall pay not less than the prevailing rate of per diem wages as determined by the Director of the California Department of Industrial Relations. Copies of such prevailing rate or per diem wages are on file in the City Engineer's office, which copies shall be made available to any interested party on request at the posted reproduction charge. The successful bidder shall post a copy of such wage determinations at each job site. 7.3 LIABILITY INSURANCE The liability insurance policy or policies shall contain the following provisions: (1) Coverage for owned and non -owned automobiles. (2) Manufacturers' and Contractor's liability. (3) Broad form property damage in any case where the Contractor has any property belonging to the City in his care, custody, or control. (4) Owner's and Contractor's protective liability. (5) Blanket contractual liability. (6) Products and completed operations coverage. (7) Coverage for collapse, explosion, and where any excavation, digging, or trenching is done with power equipment, the liability insurance policy shall cover such operations. 56 The limits shall be as follows: Bodily Injury. $500,000.00 each person $1,000,000.00 each occurrence $1,000,000.00 aggregate products and complete operations Property Damage: $250,000.00 each occurrence $500,000.00 aggregate A combined single limit policy with aggregate limits in the amount of $2,000,000.00 will be considered equivalent to the required minimum limits. The Contractor shall furnish the City a policy or certificate of liability insurance in which the City of National City, its officers, employees, and agents are named as an additional insured with the Contractor. The Policy shall state that the City be given 30 days minimum notification by registered mail in the event of expiration or proposed cancellation of the policy. 7-5 PERMITS 7-5.1 Licenses. The contractor shall obtain and pay costs incurred for all licenses necessitated by his operations, such as a National City business license. All subcontractors listed for this project in accordance with "Instruction to Bidders" item 19.a shall also be required obtain a National City business license 7-8 PROJECT SITE MAINTENANCE 7-8.1 Clean up and Dust Control. No separate payment will be made for any work performed or material used to control dust resulting from the Contractor's performance of the work or by public traffic, either inside or outside the right-of-way. Full compensation for such dust control will be considered as included in the prices paid for the various items of work involved. Contractor shall make every effort to recycle all designated recyclable materials as listed in the County of San Diego Mandatory Recycling Ordinance. Such materials are, but are not limited to, concrete, asphalt, dirt, metals, road base material, wood waste, and tree trimmings. Further, the higher economic costs of landfill disposal versus the lower cost of recycling disposal make it in each contractor's best interest to recycle as much as possible. Proof of compliance with County of San Diego Mandatory Recycling Ordinance must be provided by completing the Affidavit Disposal, regardless of disposal site. 7-8.8 Project Appearance. The Contractor shall maintain a neat appearance to the work. In any area visible to the public, the following shall apply: 57 a. When practicable, broken concrete and debris developed during clearing and grubbing shall be disposed of concurrently with its removal. If stockpiling is necessary, the material shall be removed or disposed of weekly. b. The Contractor shall furnish trash bins for all debris from structure construction. All debris shall be placed in trash bins daily. Forms and falsework that are to be re -used shall be stacked neatly concurrently with their removal. Forms and falsework that are not to be re -used shall be disposed of concurrently with their removal. c. Full compensation for conforming to the provisions in this section shall be considered as included in prices paid for the various contract items of work involved and no additional compensation will be allowed. 7-8.9 Sound Control Requirements. Sound Control Requirements - The Contractor shall comply with all local sound control and noise level rules, regulations and ordinances which apply to any work performed pursuant to the contract. Each internal combustion engine, used for any purpose on the job or related to the job, shall be equipped with a muffler of a type recommended by the manufacturer. No internal combustion engine shall be operated on the project without said muffler. 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS Contractor shall replace all damaged or removed public or private asphalt paving, PCC paving, landscaping and other public or private improvements which are damaged or removed as a result of its operations to current City of National City standards and to the satisfaction of the City Engineer. Contractor will take measures to minimize inconvenience to the adjacent property owners, including but not limited to: a. Advance notification of the impending work and the estimated duration of the work. b. Care in access to and from private property by the Contractor's equipment, materials and/or personnel. c. Prompt restoration of property damaged or removed due to the construction. d. Hours of work reasonable to a residential area. All costs of protecting, removing and restoring of items, not as a bid item, shall be included in other items of work and no additional compensation will be. 7-10 PUBLIC CONVENIENCE AND SAFETY 7-10.1 Traffic and Access. The contractor shall provide and maintain a twelve -foot wide lane for through traffic at all times. 58 Upon completion of each day's work, the contractor shall be responsible for leaving the work area free of hazards and shall provide all necessary temporary signs, warning devices and barricades. Access is to be provided for all adjacent residences and businesses during none construction hours. Traffic control shall conform to the provisions of Section 7-1.08, "Public Convenience", Section 7-1.09, "Public Safety" and Section 12, "Construction Area Traffic Control Devices" of the CalTrans Standard Specifications (July, 1995) and these supplemental provisions. Traffic control devices shall be installed in conformance with the current edition of the "Manual of Traffic Control Devices" as published by CalTrans. Where reference is made to the "State", it shall be understood that reference is to the City of National City. 7-10.1.1 Payment. Payment for all labor, materials and equipment used for compliance with this section shall be considered as included in the price paid for the Traffic Control item. In the absence of the Traffic Control item, payment shall be considered as included in the price paid for each item of the bid schedule. 7-10.1.2 Traffic Control Plan. One week after the execution of the Contract, the Contractor shall submit a Traffic Control Plan to the Engineer who will review the plan within five (5) working days of each submittal. Work shall not be commenced prior to the Engineer's approval of the Traffic Control Plan. The Traffic Control Plan shall be in accordance with the Traffic Control Plans in the San Diego Regional Standard Drawings. Each phase of the project shall have a separate plan as necessary. Five copies of the final approved Traffic Control Plan shall be furnished to the City at least one week prior to the beginning of work. The plan shall be prepared by qualified professionals (Traffic Engineers, Civil Engineers, or by Traffic Control Specialists). 7-10.1.3 Maintenance of Traffic Control Devices. The Contractor shall be responsible for maintenance of any and all traffic control devices (signs, delineators, barricades, etc.) that are required by the Traffic Control Plan. The Contractor shall ensure that all devices are maintained in the property location during holiday, overnight, and on weekends. Should it become necessary to use City forces to maintain the traffic control devices, the Contractor will be billed at the overtime rate for two (2) men and a vehicle (minimum, two (2) hours per call). 7-10.1.4 Hours of Operation. Construction work is to be performed only during the hours between 7:00 am and 5:00 pm, Monday through Friday, unless special permission has been obtained from the Engineer. Unless otherwise authorized by the Engineer, the contractor will not be allowed to work during special events at the vicinity of the project location(s). 59 7-10.1.5 Notice. Written notices shall be given to all residents and businesses impacted by the construction work. Said notices shall include the hours and days of work, the date of beginning the work, the estimated date of completion and the type to be done. Contractor shall submit a sample notice and distribution list to the City Engineer who will review and approve it prior to distribution. Notice shall be in both English and Spanish. 7-10.2 Storage of Equipment and Materials in Public Streets. Approval in writing must be obtained from the City Engineer to store equipment or materials within public rights of way. 7-10.3 Street Closures, Detours, Barricades. No street will be closed to traffic unless special approval in advance has been obtained from the Engineer. 7-10.3.1 Parking Restrictions. The contractor is responsible for posting "no parking" signs on any section of street where such a prohibition is necessary to allow the work to be accomplished. The number of "no parking" signs required to provide adequate notice will be determined by the contractor and approved by the Engineer. Generally, signs shall be not greater than fifty (50) feet apart and face oncoming traffic. Such signs shall also give specific information as to the dates and times when parking is prohibited, and shall be posted three (3) calendar days before the effective date. If weather or other circumstances prevent work from being finished before expiration of the posted parking ban, new signs with revised "no parking" information shall be posted at least forty-eight (48) hours before any tow-aways by the Police Department are requested. It is the contractor's responsibility to contact the Police Department and arrange for tow-aways and such arrangements shall be made no later than the day before tow-aways will be needed on any section of street. For convenience to the contractor in complying with the provisions of this section, the following telephone numbers are listed: Emergency 911 Fire Department 336-4550 Police Department 336-4400 Engineering Department 336-4380 Public Services Department 336-4580 If the above telephone numbers are changed, the contractor is not relieved of responsibility for notifying the various departments. 7-10.4 Safety. Excavation and trenches shall not be permitted to remain open during the night. The Contractor shall backfill or cover trenches at the end of the work day by the use of temporary resurfacing or steel plates. 7-10.4.1 Safety Orders. The Contractor shall be solely and completely responsible for conditions on the job site, including safety of all persons (including employees) and property 60 during performance of the work. This requirement shall apply continuously and is not limited to normal working hours. Safety provisions shall conform to U.S. Department of Labor, the California Occupational Safety and Health Act (OSHA), and all other applicable Federal, State, County, and City laws, ordinances, codes, the requirements set forth below, and any regulations that may be detailed in other parts of these documents. Where any of these are in conflict, the more stringent requirement shall be followed. The Contractor's failure to thoroughly familiarize himself with the aforementioned safety provisions shall not relieve him from compliance with the obligations and penalties set forth herein. The Contractor shall develop and maintain for the duration of this contract, a safety program that will effectively incorporate and implement all required safety provisions. The Contractor shall appoint an employee who is qualified and authorized to supervise and enforce compliance with the safety program. The duty of the City and its consultants is to conduct construction review of the Contractor's performance and shall not include a review or approval of adequacy of the Contractor's safety supervisor, the safety program, or any safety measures taken in, on, or near the construction site. If death or serious injuries or serious damages are caused, the accident shall be reported immediately by telephone or messenger to the City's inspector or other representative. In addition, the Contractor must promptly report in writing to the City all accidents whatsoever arising out of, or in connection with, the performance of the work whether on, or adjacent to the site, giving full details and statements of witnesses. 7-10.4.4 Public Safety During Non -Working Hours. Notwithstanding the Contractor's primary responsibility for safety on the job site when the Contractor is not present, the Engineer, at his option after attempting to contact the Contractor, may direct City forces to perform any functions he may deem necessary to ensure public safety at or in the vicinity of the job site. If such procedure is implemented, the Contractor will bear all expenses incurred by the City. In all cases the judgment of the Engineer shall be final in determining whether or not an unsafe situation exists. 7-10.5 Hazardous Waste in Excavation. If -the Contractor encounters material in excavation which he has reason to believe may be hazardous waste, as defined by Section 25117 of the Health and Safety Code, he shall immediately so notify the Engineer in writing. Excavation in the immediate area of the suspected hazardous material shall be suspended until the Engineer authorizes it to be resumed. If such suspension delays the current controlling operation, the Contractor will be granted an extension of time as provided in Section 5-5 "Delays" of the Standard Specifications. The City reserves the right to use other forces for exploratory work to identify and determine the extent of such material and for removing hazardous material from such area. 61 7-15 PAYROLL RECORDS The Contractor shall furnish the City certified payroll records for all persons employed by the Contractor and subcontractors in connection with work on the project, no later than the 15th of each month. Failure to do so will delay payments to the Contractor until such certified payrolls are received by the City. 7-16 PROJECT CLOSEOUT 7-16.1 Cleanup. In addition to the requirement that the job site be kept clean during the progress of the work, the contractor is similarly obligated to thoroughly clean up the construction site at the end of the job before the work can be accepted. This includes removal of temporary utilities, haul routes, temporary fences, field offices, detours, stockpiles, surplus materials, scrap, replacement of landscaping where it has been temporarily removed, and street cleaning. Final acceptance of work will be withheld until the contractor has satisfactorily complied with all of the requirements for final cleanup of the project site. This includes cleanup of city streets as well, where dirt or other deposits have accumulated as a result of the operations. Disposal of all waste and refuse shall be at the contractor's expense. No waste or rubbish of any nature is allowed to be buried or otherwise disposed of at the site except upon receipt of written approval by the City. 7-16.2 Final Inspection. When the work is completed satisfactorily, and in accordance with the terms of the contract, the contractor shall submit a written request to the Engineer for the final inspection. Upon receiving such notification from the contractor, the representative of the Engineer will arrange for the final inspection of the work. The representative of the contractor and the subcontractors should participate in the inspection tour to respond to any questions that may be raised by the representative of the Engineer. Prior to, but in no case later than, the pre -final inspection period, dates should be established for equipment testing, systems validation, acceptance periods, warranty dates, and instructional requirements that may be required by the contract. Following the pre -final inspection of the work, the Engineer's representative will prepare a Punch List setting forth in accurate detail any items of work that have been found to be not in accordance with the requirements of the contract documents. When notified by the contractor that all of the pre -final Punch List items have been completed, the Engineer and his/her representative accompanied by the representatives of the other City Departments with the presence of the Contractor will conduct the final inspection of the work. Then, if all punch list items have been completed satisfactorily, and if no new items are discovered, the final inspection date will be considered as the completion date for the project. If, following the final inspection of any portion of the work, there remains a question as to whether 62 one or more Punch List items have not been properly completed, but otherwise the overall project is substantially complete, the Engineer may issue an updated Punch List and consider the final inspection date as the completion date if the contractor completes the updated punch list items within a specified period of time. 7-16.3 Contract Final Balance. Upon the completion of work, the Engineer will prepare the Contract Final Balance and will submit it to the contractor for their approval. 7-16.4 Acceptance. The project will be scheduled for the City Council's acceptance if the following items are satisfactorily met: a. The work has been completed satisfactorily, and in accordance with the terms of the contract. b. All of the punch list items have been completed and accepted by the Engineer. c. Record drawings have been submitted and accepted by the Engineer. d. All of the payroll records (contractor and subcontractors) have been submitted and accepted. e. If required under the contract, operating manuals and instructions for equipment items, keying schedule, maintenance stock items, certifications of inspection, and systems validation have been submitted. f. Guarantee Agreement and submitted to the Engineer. g. Contractor's Certificate of Completion, Affidavit of Disposal, Affidavit of Payment, Consent of Surety for Final Payment have been signed and submitted to the Engineer. h. Contract Final Balance has been approved or conditionally approved by the Contractor and submitted to the Engineer. SECTION 9--MEASUREMENT AND PAYMENT 9.3 PAYMENT 9-3.1 General. The estimated quantities on the bid sheet shall be the final quantities for which payment will be made unless the dimensions or counts of work shown on the plans are revised by the Engineer. If dimensions or counts are revised, the final quantities for payment will be adjusted in the amount represented by the changes. 9-3.2 Partial and Final Payment. Invoices shall be submitted in a form satisfactory to the City. As minimum, the invoice shall include: bid item numbers, unit or lump sum prices bid, the quantities of each bid item for the current and past invoices, the dollar amount of each bid item and a total amount. From each progress estimate, ten percent (10%) will be deducted and retained by the City, and the remainder, less the amount of all previous payment, will be paid to the Contractor. The ten percent (10%) retention shall apply to all work done. 63 The last Friday of the month is established as the closure date for the purpose of making monthly progress payment. Undisputed payment will be paid within twenty (20) working days. Pursuant to California Government Code Section 4590, securities may be substituted for money that would be withheld, in which case the City will make payment of the normal retention. Use of this option shall be at the Contractor's request and expense, subject to the following conditions: 1. Securities shall be those eligible for investment of State funds under Government Code Section 16430 or bank certificates of deposit acceptable to the City; and shall have a value of at least one hundred and ten percent (110%) of the amount of retention to be paid to the Contractor in accordance with this subsection. 2. Securities or certificates of deposit shall be placed in an escrow account with the City Treasurer or a bank acceptable to the City. 3. Contractor shall bear all expenses involved, including that of the City and the escrow agent in connection with escrow deposits. 4. Contractor shall enter into an escrow agreement satisfactory to the City, which agreement shall include provisions governing inter alia: a. The amount of securities to be deposited. b. Providing Powers of Attorney or other documents necessary for transfer of securities to be deposited. c. Conversion to cash to provide funds to meet defaults by the Contractor including, but not limited to, termination of the Contractor's control over the work, stop notices filed pursuant to law, assessment of liquidated damages or other amounts to be kept or retained under provisions of the contract. d. Decrease in value of securities on deposit. e. Termination of the escrow upon completion of the contract. 5. Contractor shall obtain the written consent of the Surety to such an agreement. 9-3.2.2 City's Right to Withhold Certain Amounts and Make Application Thereof. In addition to the amount which the City may retain under the above article on progress payments, the City may withhold a sufficient amount or amounts from any payment otherwise due to the Contractor as in his/her judgment may be necessary to cover: a. Payments which may be past due and payable or just claims against the Contractor or any subcontractors for labor or materials furnished in or about the performance of the work on the project under this Contract. b. Estimated or actual costs for correcting defective work not remedied or work performed not in accordance with the project plans and specifications. 64 c. Amount claimed by the Owner as forfeiture due to delay or other offsets. d. Estimated or actual costs for emergency work by City forces, which is a result of the Contractor's neglect or actions. SECTION 10--DISPUTES 10.1 If a dispute should arise regarding the performance of this Contract, the following procedures shall be used to address any question of fact or interpretation not otherwise settled by agreement between the parties. Such questions, if they become identified as part of a dispute between persons operating under the provision of the Contract, shall be reduced to writing by the complaining party. A copy of such documented dispute shall be forwarded to the other party involved, along with recommended methods of resolution which would be of benefit to both parties. The party receiving the letter shall reply to the letter along with a recommended method of resolution within ten (10) days of receipt of the letter. 10.2 If the dispute is not resolved, the aggrieved party shall send a letter outlining the dispute to the City Engineer to be resolved. 10.3 If the dispute remains unresolved and the parties have exhausted the procedures of this section, the parties may then seek remedies available to them at law. 10.4 With respects to claims of three hundred seventy-five thousand dollars ($375,000) or less, pursuant to Public Contracts Code section 20104, a claim by the Contractor for a time extension; payment of money or damages arising from work done by or on behalf of the Contractor pursuant to the Contract which is not otherwise expressly provided for or the claimant is not otherwise entitled to; or an amount the payment of which is disputed by the City, shall be dealt with as follows: 1. The claim shall be in writing and include the documents necessary to substantiate the claim. Claims must be filed on or before the date of final payment. Nothing in this subdivision is intended to extend the time limit or supersede notice requirements otherwise provided by the Contract for the filing of claims 2. Claim of less than fifty thousand dollars ($50,000): a. For claims of less than fifty thousand dollars ($50,000), the City shall respond in writing to any written claim within forty-five (45) days of receipt of the claim, or may request, in writing, within thirty (30) days of receipt of the claim, any additional documentation supporting the claim or relating to defenses or claims the City may have against the claimant. 65 b. If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the City and the claimant. c. The City's written response to the claim, as further documented, shall be submitted to the claimant within fifteen (15) days after receipt of the further documentation or within a period of time no greater than that taken by the claimant in producing the additional information, whichever is greater. 3. Claim of fifty thousand dollars ($50,000) or more: a. For claims of fifty thousand dollars ($50,000) or more, the City shall respond in sixty (60) days of receipt of the claim, or may request, in writing, within thirty (30) days of receipt of the claim, any additional documentation supporting the claim or relating to defenses or claims the City may have against the claimant. b. If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the City and the claimant. c. The City's written response to the claim, as further documented, shall be submitted to the claimant within thirty (30) days after receipt of the further documentation, or within a period of time no greater than that taken by the claimant in producing the additional information or requested documentation, whichever is greater. 4. If the claimant disputes the City's written response, or the City fails to respond within the time prescribed, the claimant may so notify the City, in writing, either within fifteen (15) days of receipt of the City's response or within fifteen (15) days of the City's failure to respond within the time prescribed, respectively, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon a demand, the City shall schedule a meet and confer conference within thirty (30) days for settlement of the dispute. 5. If following the meet and confer conference the claim or any portion remains in dispute, the claimant may file a claim pursuant to Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time the claimant submits his or her written claim pursuant to Subsection A until the time the claim is denied, including any period of time utilized by the meet and confer conference. 66 6. A civil action filed to resolve a claim subject to Section 11.4 of this Contract shall be subject to the provisions of PCC Sections 20104.4 and 20104.6. Section 10.4 does not apply to tort claims, and nothing in this section is intended or shall be construed to change the time periods for filing tort claims or actions specified by Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 Title 1 of the Government Code. END OF PART ONE 67 SPECIAL PROVISIONS PART TWO CONSTRUCTION MATERIALS The following SECTIONS supplement the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1997 Edition and supersede any conflicting requirements. The paragraphing follows that of said STANDARD SPECIFICATIONS. SECTION 200 - ROCK MATERIALS 200-1 ROCK PRODUCTS 200-1.2 Crushed Rock and Rock Products. Rock shall conform to 3/4" crushed rock gradation. 200-2 UNTREATED BASE MATERIALS 200-2.7 General. Material used for untreated base or sub base shall be Crushed Miscellaneous Base in conformance with section 200-2.4 of the "Greenbook". SECTION 201 - CONCRETE, MORTAR AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE 201-1.1.2 Concrete Specified by Class. The concrete class and maximum slump for the various types of construction shall be as follows: Type of Construction Curb, Gutter and Sidewalk Pedestrian Ramps Cross Gutter/Curb Inlet Alley Apron/Driveway Gravity Wall Retaining Wall Footing Concrete Class 520-C-2500 520-C-2500 560-C-3250 560-C-3250 560-C-3250 560-C-3250 SECTION 203 - BITUMINOUS MATERIALS 203-3 EMULSIFIED ASPHALT Maximum Slump (inches) 4 4 4 4 4 203-3.2 Testing Requirements. Emulsified Asphalt for tack coat to existing asphalt pavement and contact with PCC surfaces shall be SS-lh slow setting anionic emulsion. 203-11 SEALING OF CRACKS 203-11.1 General. Cracks from %" to 1" shall be filled with an emulsified, one -component cold applied crack filler. Cracks greater than 1" shall be filled with Type III-D-AR-4000 asphalt 68 mix after applying the tack coat. Alternate materials for crack sealing shall be submitted for approval by the Engineer. SECTION 210 — PAINT AND PROTECTIVE COATINGS 210-1 PAINT 210-1.6 Reflective Material. All traffic paint shall include reflective material. SECTION 400 — ASPHALT CONCRETE 400-4 ASPHALT CONCRETE 400-4.1 General. Asphalt Concrete for the various types of construction shall be as follows: Type of Construction Material Trench Repair/Digouts Type III-B3-4000 Overlay/New Pavement Section Type III-C2-4000 END OF PART TWO 69 SPECIAL PROVISIONS PART THREE CONSTRUCTION METHODS The following SECTIONS supplement the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1997 Edition and supersede any conflicting requirements. The paragraphing follows that of said STANDARD SPECIFICATIONS. SECTION 300 - EARTHWORK 300-1 CLEARING AND GRUBBING 300-1.3 Removal and Disposal of Materials. The Contractor shall remove all debris from the project site by the end of each work -day. It is the responsibility of the contractor to acquire all disposal permits and pay all fees for the proper disposal of the waste material. 300-1.4 Payment. The lump sum unit price contract price bid for clearing and grubbing shall include full compensation for sawcutting, demolition and removal and disposal of all items required to be removed in order to construct the improvements unless payment is specified elsewhere within these special provisions and no additional compensation will be made therefore. 300-2 UNCLASSIFIED EXCAVATION 300-2.9 Payment. Payment for all unclassified excavation shall be made at the contract unit price per cubic yard. Payment for unclassified excavation shall include compensation for excavating, sloping, rounding tops and ends of excavations, loading, disposing of surplus material, stockpiling, hauling, and placement and compaction of base material. SECTION 301 - TREATED SOIL, SUBGRADE REPLACEMENT, AND PLACEMENT OF BASE MATERIALS 301-1 SUBGRADE PREPARATION 301-1.6 Adjustment of Manhole Frame and Cover Sets to Grade. Manhole grade ring units shall be constructed of minimum ASTM Grade 30 gray iron. Adjustable grade rings shall be constructed of interlocking sections of the same grade (ASTM 30) or better, with stainless steel fasteners. Rings shall withstand minimum compressive loads of 120,400 lbs. (i.e. 2300 psi, 24" ring). Rim elevation shall be adjusted by proper choice of ring dimension and attachment of shims to be within '/" of grade, and no more than one layer of shims shall be used. If the manhole cover is unstable or creates noise under traffic, said conditions shall be corrected by placing a coil of asphalt -saturated rope, plastic washer or asphaltic compound as approved by the engineer on the cover seat. The Contractor will exercise care so that surface materials such as rocks, dirt and debris do not enter storm drain or sewer lines, or water or gas valve risers. Water valve covers, survey monument covers and gas valve covers located within the work area shall be 70 protected from equipment and traffic during all phases of work. The Contractor will be responsible for coordination with San Diego Gas and Electric, Pacific Bell and the Sweetwater Authority for raising their structures to grade. 301-1.7 Measurement and Payment. The unit price bid for Adjust Manhole Covers shall be considered as full compensation for furnishing all labor, tools, materials, and equipment necessary for adjusting manhole frames and covers to grade and no additional compensation will be allowed therefore. 301-2 UNTREATED BASE 301-2.4 Measurement and Payment. All material used to reconstruct digout areas shall be paid for within the unit cost bid for the "Remove and Replace Street Section" line item and no additional compensation will be made therefore. SECTION 302 — ROADWAY SURFACING 302-5 ASPHALT CONCRETE PAVEMENT 302-5.1 General. Asphalt concrete pavement shall consist of one or more courses of a mixture of paving asphalt and graded aggregate, as specified in 400-4 of the "Greenbook" and these special provisions, placed upon a prepared roadbed or base, or over existing pavement. The courses shall be of the thickness' given in the quantity table in Appendix A. All AC Pavement Base, and Subgrade materials removed for street reconstruction shall be considered part of the "Remove and Replace Street Section" line item. Digout areas shall be excavated to and filled with the appropriate amount of new aggregate base and new AC pavement, per the quantities table in Appendix A, and returned to the existing grade surrounding the repaired area prior to the placement of pavement fabric and AC Overlay. In addition to the Remove and Replace Street Section quantities being listed in Appendix A, the limits of the digout areas have been marked on the pavement surface of each street with white paint. For clarification for sites 1, 9, 10, 11, 14, 29, 30, 34 and 37 the entire street widths are considered digout areas. The contractor is required to visit each work site to view the digout limits prior to submission of a bid. Submission of a bid is evidence that contractor has visited the site and fully understands the conditions to be encountered. It is assumed that all excavation material is unsuitable for re -use and such material shall be disposed of away from the project at a legal disposal site. The contractor shall make every effort to deliver recyclable materials to a recycling facility. 302-5.2 Cold Milling Asphalt Concrete Pavement. 302-5.2.1 General. All areas not reconstructed parallel to traffic flow adjacent to gutters will require cold milling. Pavement shall be milled to a depth equal to that of the overlay depth for that 71 street and tapered to zero depth in five (5) feet (1 pass with 60" cutting drum). See quantity table in Appendix A for overlay depths. All header cuts, transverse to the direction of traffic, shall be milled to the depth of the overlay for that street and tapered to a zero depth in twenty (20) feet (4 passes with 60" cutting drum). 302-5.2.3 Removal and Disposal of Material. Removal shall consist of planing and cutting the pavement where indicated and removing the loosened material. No aggregate shall remain on the project at the end of each workday. The Contractor shall provide thorough sweeping of pavement after edge grinding. Aggregate material loosened and directly removed shall become the property of the Contractor and shall be disposed of off the site in accordance with Section 300-2.6. 302-5.2.6 Measurement and Payment. The contract unit price per linear foot for Pavement Milling shall be considered as full compensation for furnishing all labor, tools, materials and equipment for doing all work necessary to complete the cold milling process and no additional compensation will be made therefore. 302-5.4 Tack Coat. All streets to receive overlay shall have a tack coat of Grade SS-lh emulsified asphalt applied at an approximate rate of 0.05 to 0.10 gallons per square yard. 302-5.4.1 Measurement and Payment. Tack coat shall be considered as incidental to and paid for within the unit cost for AC Overlay and no additional compensation will be made therefore. 302-5.9 Measurement and Payment. The contract unit price per square foot (SF) for Remove and Replace Existing Street Section shall be considered as full compensation for furnishing all labor, materials, equipment and incidentals necessary to perform the work, including tack coat application to existing surfaces, ripping, saw cutting, excavation and removal of all existing materials from the digout areas, stockpiling, grinding, permits, disposal fees, installation and compaction of aggregate base material and asphalt concrete (per quantities table in appendix A) for digouts and all work necessary to complete this item of work and no additional compensation will be made therefore. The contract unit price per ton for AC Overlay shall be considered as full compensation for furnishing all labor, tools, materials and equipment necessary for crack sealing, tack coat and placement of the overlay in the thickness specified in the quantities table in Appendix A and no additional compensation will be made therefore. The contract unit price per ton for R&R AC ONLY shall be considered as full compensation for furnishing all labor, tools, materials and equipment necessary for removing and replacing existing AC only, including subgrade preparation and tack coat application and no additional compensation will be made therefore. 302-5.11 Crack Sealing 302-5.11.1 Cleaning. Before sealing, the cracks shall be cleaned of any loose or spalled pieces of asphaltic concrete adjacent to the crack. Cleaning shall be accomplished by the use of a jet of compressed air with air pressure no less than 90 psi. 72 302-5.11.2 Routing Cracks. Cracks shall be ground using a 23 cm x 11 heat -treated metallic blade to prevent fractures and scorching of asphalt walls. Grinder shall be hand held pneumatic driver device and shall be equipped with a governor to insure maximum speed of 8,500 rpm. Grinding guards shall be used to protect all personnel and pedestrians. Cracks 1/8" to 3/8" shall be ground to a minimum of 3/8" wide x 3/8" deep. 302-5.11.3 Measurement and Payment. Full compensation for crack sealing including all cleaning, routing, sealing, labor, tools, materials, and equipment to provide surfaces satisfactory for sealing shall be considered as included in the contract unit price paid for AC Overlay and no additional compensation will be made therefore. SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION 303-4 MASONRY CONSTRUCTION 303-4.1.5 Measurement and Payment Full compensation for masonry construction including any and all necessary labor, tools, materials and equipment required for the construction of footings, placement of reinforcing steel and protection and curing, shall be considered as included in the contract unit price paid for masonry construction and no additional compensation will be made therefore. 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS. ALLEY INTERSECTIONS, ACCESS RAMPS AND DRIVEWAYS 303-5.1.1 General. Portland cement concrete construction shall conform to the following: Item of work San Diego Regional Standard Drawing No(s) Curb and gutters G-1 and National City modified G-2 (see Appendix A) Sidewalks G-7 Pedestrian Ramp G-28 through G-32 (see Appendix A for modifications of G-28, G-29, and G-31) Cross gutters National City modified G-12 (see Appendix A) and G-13 Alley Apron G-17 Driveway G-26 Curb Inlet D-3 type C Retaining Wall C-3 Gravity Wall C-9 All cross gutters shall be constructed on 10" of new Aggregate Base. For all items of concrete work, the quantities are listed on the quantities table in Appendix A and have been marked in the field with white paint by the Engineer. The contractor is required to visit each work site to view the digout limits prior to submission of a bid. Submission of a bid is evidence that contractor has visited the site and fully understands the conditions to be encountered. 73 303-5.9 Measurement and Payment. Full compensation for furnishing all labor, materials, tools and equipment, and for doing all work necessary to construct all concrete items in the bid proposal shall be made at the unit price for said items. The contract unit price per square foot of cross gutter shall include the placement and compaction of the new 10" of aggregate base material. The cost of the curb and gutter shall include the work shown on National City Modified G-2 Standard Drawing (included in Appendix A). The removal, hauling, and disposal of all existing materials (concrete, asphalt, dirt, turf, plants, etc.) necessary for the installation of the new work shall be included in the unit price for each item of new work. SECTION 307 - STREET LIGHTING AND TRAFFIC SIGNALS 307-4 TRAFFIC SIGNAL CONSTRUCTION 307-4.9 Vehicle Detectors. 307-4.93 Inductive Loops. Detectors shall conform to the provisions in Section 86-5, "Detectors," of the State of California Standard Specifications 1995 Edition and these Special Provisions. Loop wire shall be Type 2. Loop detector lead-in cable shall be Type B. Reinstallation of traffic loops shall be done by a licensed traffic signal contractor. 307-4.9.5 Measurement and Payment. The contract unit per Traffic Loop price for Reinstall Traffic Loops shall include full compensation for furnishing all labor, material, equipment. tools and incidentals required to complete the work specified and no additional compensation will be made therefore. SECTION 310 - PAINTING 310-5.6 PAINTING TRAFFIC STRIPING, PAVEMENT MARKINGS AND CURB MARKINGS 310-5.6.1 General. The lump sum line item for Traffic Striping shall include the removal of all existing thermoplastic pavement markings and replacement of all existing traffic striping, thermoplastic markings, and curb markings with new markings. All existing traffic striping shall be replaced directly over the old striping. All markings including symbols, directional arrows, words, crosswalks and stop bars shall be replaced with new thermoplastic markings directly over the old markings. All curb markings shall be re -painted. 310-5.6.7 Layout, Alignment and Spotting. The Contractor shall be fully responsible for any and all layout work. The Contractor shall establish all traffic striping between control points by string -line or other methods to provide striping that will not vary more than one-half inch in fifty feet from specified alignment. Contractor shall ensure the new striping, thermoplastic markings, and curb markings are directly over the old markings. 310-5.6.8 Application of Paint. Paint shall not be applied until the layout of the surface has been approved by the City Engineer. 74 310-5.6.10 Payment. The contract unit lump sum price for Traffic Striping shall be considered as full compensation for furnishing all labor, materials, tools and equipment necessary to complete this work in conformity with the Plans, Permits and Specifications and no additional compensation will be made therefore. SECTION 312 — PAVEMENT MARKER PLACEMENT AND REMOVAL 312-1 PLACEMENT 312-1.1 General. All reflective and non -reflective pavement markers shall be removed and replaced with new pavement markers. This work shall consist of furnishing and placing pavement markers at the locations in accordance with the provisions specified in these Contract Documents and the State Specifications, where noted. The markers shall conform to the shape, dimensions and tolerances shown in the CALTRANS TRAFFIC MANUAL. Pavement markers shall be of the type and color as those removed. The Contractor shall be fully responsible for any and all layout work. Contractor shall ensure the new markers are directly over the old markers. 312-4 MEASUREMENT AND PAYMENT 312-4.1 Payment. Payment for all work to replace pavement markers within the limits of the work shall be considered included in the lump sum unit price for traffic striping. Said bid price shall include full compensation for furnishing all labor, materials, tools and equipment to complete this work in conformity with the Plans, Permits and Specifications and no additional compensation will be made therefore. END OF SPECIAL PROVISIONS 75 APPENDIX A ~ NATIONAL CITY STREET RESURFACING PROJECT FY 02-03 ITEMS OF WORK, QUANTITY TABLE O Z uJ r uJ CCo N rL O SECTION WIDTH (ft) SECTION LENGTH (ft) SECTION AREA (sf) R&R STREET SECTION (sf) 1.5" AC on 8" Base R&R STREET SECTION (sf) 2" AC on 10" Base R & R STREET SECTION 3" AC on 8" Base R & R AC ONLY(tons) PAVEMENT . MILLING (sf) PAVEMENT FABRIC (sy) 1.5"AC OVERLAY (tons) 2"AC OVERLAY (tons) MANHOLES (ea) MONUMENTS (ea) R&R CROSS GUTTER (sf) NEW CROSS GUTTER (sf) R&R SIDEWALK (sf) NEW SIDEWALK (sf) REMOVE CONCRETE (sf) R&R CURB AND GUTTER (If) NEW CURB AND GUTTER (If) TRAFFIC STRIPING ( Is) PED RAMP (ea) REINSTALL TRAFFIC LOOPS R&R ALLEY APRON (sf) NEW DRIVEWAY (sf) R&R DRIVEWAY (sf) STORM DRAIN COVER D-3 RETAINING WALL (sf) Gravity Wall (cy) 1 12th Street Harding Avenue Cul-De-Sac 48 436 18570 18570 ■ 2 1 X 2 15th Street Wilson Avenue Coolidge Avenue 51 598 30498 4700 ■ 1604 3389 274.5 1 1 X 248 3 18th Street Natl. City Blvd. B Ave 48 615 29520 3587 1550 3280 265.7 3 755 20 X 1 830 4 19th Street Cleveland Avenue McKinley Avenue 50 503 26050 2009 1326 2894 313 1 290 435 193 X 5 19th Street McKinley Avenue 167' East of McKinley Avenue 4008 500 445 48 X 6 1st Street J Avenue L Avenue 30 588 17640 8722 1336 1960 158.8 1 408 176 X 395 7 6th Street D Avenue Highland Avenue 47 1268 59596 13171 2832 6622 536.4 5 165 77 X 3 275 432 8 7th Street Arcadia Avenue Pleasant Lane Var 219 4880 1080 538 542 43.9 1 X 9 9th Street Paradise Drive Road Widening 18 377 6786 6786 1 1 960 186 X 1 170 300 10 9th Street Road Widening V Avenue 37 161 5957 5957 1 211 186 X 480 11 9th Street V Avenue East End 37 155 6095 6095 X 420 12 Arcadia Avenue 7TH Street 8TH Street 27 261 7047 331 658 783 63.4 ■ . ■■ X '■■� 13 B Avenue 16th Street 18th Street 48 663 31824 8114 1630 3536 286.4 3 290 194 25 X •_—_--_� 2 —__- 120 1 14 B Avenue Plaza Blvd 12th Street 48 590 28320 __ 28320 __— 2 752 — 1121 — 1350 431 X ® 16 Civic Center. Dr. Harbor Dr. Tidelands 60 543 33680 3560 -- 2090 3742 404 2 -_— 140 __ 54 X D Avenue 16th Street 18th Street Var 591 30863 2865 1534 3429 ■ 370 1 ■ 280 ■■ ■ X 6 ■■ 160 17 D Avenue 18th Street 24th Street Var 1945 95960 9682 -■ 4250 10662 1152 8 1615 388 212 X 2 6 940 18 D Avenue 24th Street 30th Street 46 1916 88136 9292 221 4136 9793 1058 11 376 900 220 X 1 10 835 19 D Avenue 30th Street 600' S of 30th St. 45 600 28000 4852 1480 3111 336 1 100 0 24 X 20 Euclid Avenue Division Street 4th Street 62 1236 79832 10590 2968 8870 958 1 X 19 280 21 Euclid Avenue 8th Street Plaza Boulevard 68 1217 82756 5319 2986 9195 993 2 4 881 418 49 X 2 22 406 22 Euclid Avenue 16th Street 18th Street 64 626 40164 964 4463 3 X 20 23 G Avenue 28th Street North End 29 185 5365 886 602 596 48.3 1 560 45 X 24 Harbor Drive Civic Center Dr. 8th Street Var 2565 174300 19015 14500 19367 2092 506 51 X 71 25 Harbor Drive 8th Street 640' North of 8th St. Var 700 79064 9038 3600 8785 949 X 26 Hoover 8 th Street W. Plaza Blvd 1 1 ■■ 640 ■■ 74 ■ X ,■■■ 360 .■. 27 I Avenue 18th Street et 20th Street 46 610 28060 6154 --■ 1588 3118 252.5 28 J Avenue 3rd Street 4th Street 37 311 11507 2184 918 1279 103.6 120 10 X 29 J Avenue Melrose 1st Street 36 160 5760 5760 1 170 50 X 288 30 L Avenue 1st Street 2nd Street 29 305 8998 8998 1 564 3025 620 X 2 1500 83 3 31 Lanoitan Avenue 18th Street 24th Street 37 1866 69042 9637 4620 7671 829 5 382 X 32 Lou Street 47' E. of Shell Cul-De-Sac 27 423 15950 ___— 1260 1772 143.6 _ 1 1 --____ X •--_�-_� 33 Lou Street Shell Avenue 47' E. of Shell 27 47 2343 1766 260 577 40 X 34 McKinley Avenu Civic Center Dr. 12th Street 49 259 13901 13901 598 275 199 X 210 35 Melrose Highland Ave J Avenue 36 539 23220 3440 1400 2580 209.0 2 250 20 X 480 36 Shell Avenue 4th Street 5th Street 35 300 10500 3084 888 1167 94.5 2 X 1 37 V Avenue 4th Street 5th Street 37 294 10878 10878 1 318 X TOTALS 1244568 59614 85859 107031 1185 62390 126589 2746 9500 65 9 6079 1124 6990 4471 1350 1939 1023 1 15 154 275 1880 6694 1 363 3 Total a. c. 12246 1 I:\COMMON\ENG IN EERING\MI KE\BidPackageS pread02-03resu rf. City of National City Engineering Department National City Street Resurfacing Project FY 2002-2003, Specification # 02-2 CITY OF SAN DIEGO CITY OF NATIONAL& ITY SAN DIEGO BAY SWEETWATER FLOOD CONTROL CITY OF CHULA VISTA CHANNEL W.35TA ST. CITY OF SAN DIEGO DIVISION ST. DIVISION CITY OF NATIONAL CITY CITY Of CHULA VISTA E. 4TH ST. E.76TH ST. E.78TH ST. CITY OF SAN DIEGO "" Q O PARADISE VALLEY RD. 8® £.O \ ALL£GHANY ST. i_f'OTONAC ST, LINCOLN ACRES UNINCORPORATED CEMETERY VICINITY MAP CITY OF SAN DIEGO VALLI I RD< + HWY. SI 07-80. WN MIGUEL COURT 4 T NOT 70 SCALE Site Numbers: 1.- 12th Street from Harding Avenue to Cul-De-Sac 2.- 15th Street from Wilson Avenue to Coolidge Avenue 3.- 18th Street from National City Boulevard to B Avenue 4.- 19th Street from Cleveland Avenue to Mckinley Avenue 5.- 19th Street from Mckinley Avenue to 167' East Mckinley 6.- lst Street from J Avenue to L Avenue 7.- 6th Street from D Avenue to Highland 8.- 7th Street from Arcadia Avenue to Pleasant 9.- 9th Street from Paradise Drive to Road Widening 10.- 9th Street from Road Widening to V Avenue 11.- 9th Street from V Avenue to East End 12.- Arcadia Avenue from 7th Street to 8th Street 13.- B Avenue from 16th Street to 18th Street 14.- B Avenue from Plaza Boulevard to 12th Street 15.- Civic Center Drive from Harbor Drive to Tidelands 16.- D Avenue from 16th Street to 18th Street 17: D Avenue from 18th Street to 24th Street 18.- D Avenue from 24th Street to 30th Street 19.- D Avenue from 30th Street to 600' South of 30th Street 20.- Euclid Avenue from Division Street to 4th Street 21.- Euclid Avenue from 8th Street to Plaza Boulevard 22.- Euclid Avenue from 16th Street to 18th Street 23.- G Avenue from 28th Street to North End 24.- Harbor Drive from Civic Center Drive to 640' North of 8th Street 25.- Harbor Drive from 8th Street to West Plaza Boulevard 26.- Hoover Drive form 8th Street to West Plaza Boulevard 27.- 1 Avenue from 18th Street to 20th Street 28.- J Avenue from 3rd Street to 4th Street 29.- J Avenue from Melrose Street to lst Street 30.- L Avenue from 1st Street to 2nd Street 31.- Lanoitan Avenue from 18th Street to 24th Street 32.- Lou Street from 47' East of Shell Street to Cul-De-Sac 33.- Lou Street from Shell Street to 47' East Of Shell Street 34.- Mckinley Avenue from Civic Center Drive to 12th Street 35.- Melrose Street from Highland Avenue to J Avenue 36.- Shell Street from 4th Street to 5th Street 37.- V Avenue from 4th Street to 5th Street 6" I0 1/2" R m _O 2" Weakened Plane Joint 1 lijuttar Line 11" 6" CURB Area = 0.89 SO. FT. _ r-----------' 'm r � o el .1 c._ cw ` c 1. NOTES: Width Shown on Plans Existing Curb 1 1/2" except where elevations shown indicate otherwise 18" min. Gutter Elevation GUTTER 1. Concrete shall be 520-C-2500. 2. See Standard Drawing G-10 for joint details 3. Slope top of curb 1/4" per foot toward street. in Weakened Plane Joint 2" Weakened Plane Joint 8" CURB Area = 1.09 SU. FT. LEGEND ON PLANS fi" curb Revision By Approved Cate Conc. 7•1..eer SAN DIEGO REGIONAL STANDARD DRAWING Note 3 -1- SR CURBS AND GUTTER - SEPARATE RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE �!v l%.G.✓�' 47c. /175 Ceeraiwer R.L.E. 19907 O.I DRAWING NUMBER G-1 _ 1/2"R 2" Weakened Plane Joint co 1" R SAWCUT Etts : H9vENZAIT NOTE: APTGUTTER HAS BEEN AVRMED, R7uRE0 AND CURED, F/LL /N7ERS77CE v/7W/ C2.4R4000 A.c, //or M/X. REMovE X/ST/NG A.C.. PAVEMENT r, J2 / 6-2 TYPE CURB & GUTTER PER STD. DWG eu noted oth .: •».p 1/2" R W • DETAIL "A" TYPE G & H CURB NOTES: 1. Concrete shall be 520-C-2500. 2. See Standard Drawing G-10 for joint details. 3. Slope tap of curb 1/4" per foot toward street 4. For modifications see detail "A". RECOMMENDED By r4E SAN DIEGO REGIONAL STANDARDS COMMITTEE Q'!G,/a.d..,w. K9Zc. ins Comdma of R.L.E. I91107 Data r 1 1/2" except where elevations j shown indicate otherwise. - --1/2" TYPE W *AREA SQ. FT. G 24" 1.34 H 30" 1.61 " with 6" Curb Face SAN DIEGO REGIONAL STANDARD DRAWING LEGEND ON PLANS Revision By Approved Date Conc. kt- DRAWING NUMBER G-2 CURB AND GUTTER - COMBINED MODIFIED Note 3 7-S5 Nofe 4 w.T• WITIONALc1rr o. o. Io-99 varies Width as shown on plan Weakened Plane Joint — NON—CONTIGUOUS Width as shown on plan 7-1/2" R l i/Z" R —.—— 1/4" per ft. T / I � t Weakened Plane Joint— ' -- -----J ---------J CONTIGUOUS NOTES 1. Concrete shall be 520-C-2500. 2. See Standard Drawing G•9 and G•10 far joint details. LEGEND ON PLANS Revision By Approved Date Thickness Thickness Conc. O -rtt 7H. PS 7_ 7'7 Note 2 7-An SAN DIEGO REGIONAL STANDARD DRAWING SIDEWALK - TYPICAL SECTIONS RECOMMENDED BY THE SAN GIEGQ REGIONAL STANOAROS COMMITTEE Q(/..,/a 4 c. /175 Coo.d.'. R.C.E. 19107 Dale DRAWING NUMBER G'7 Mid Point of Curb Return .o P.C.R. R=b .a.• at a y NOTES 1. Expansion Joints m at curb returns, adjacent to structures and at 45' intervals. (See Standard Drawing G-10). 2. Weakened Plane Joints____ at mid point of curb return, when required, and at 15' intervals from P.C.R.'s (See Standard Drawing G-101 3. 1/4" grooves with 1/4" radius edges at 5' intervals. Rev,sion Note 4 By 47G Approved 771. 0. Date 5-86 SAN DIEGO REGIONAL STANDARD DRAWING SIDEWALK JOINT LOCATIONS RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMIT?EE COonWytOq 9 c E 19902 u a'5 Date DRAWING �+ NUMBER n"9 xpansion Joint Filler Material 1/8" R �- 1/2"(Pavement) 3/8" (Sidewalk) EXPANSION JOINT Preformed Joint filler WEAKENED PLANE JOINT GUTTER AND PAVEMENT KEYED JOINT 1/8" R 1/2" x 24" Smooth, Greased or Oiled Bar, 30" c.c. CONTACT JOINT WEAKENED PLANE JOINT CURB AND SIDEWALK RECOMMENDEDBY THE SAN DIEGO REGI NAL STA 0MMITT F Cho an R C.E. 25 DRAWING G -10 NUMBER SAN DIEGO REGIONAL STANDARD DRAWING CONCRETE JOINT DETAILS Revision By Approved Date Spelling ON 0. y.L�►y t-15 � Radius P.C.R. \\\�\j-Z-1/4ItYP.) i \\� `d• I ci:U r- I NOTES: PLAN 10' unless otherwise shown on plan 1.5 % 1.5% SECTION A -A P.C.R. Radius Contact Joints per Standard Drawing G-10 when separate pours are made 1. Concrete shall be 560-C.3250. 2. ----=Weakened plane joints. 3. -Typical flowlines. 4. 0 =Elevations to be shown on plans. 5. Return segments to be 7' Thick. 6. Curb between P.C.R.s shall be considered as part of cross gutter. 7. In all cases subgrade shall he compacted to 95% min relative compaction to a depth of 12". 1/2" R typical Top of Paving Base material as shown on plans LEGEND ON PLANS RECOMMENDED 9Y THE SAN DIEGO REGIONAL STANOAROS COMMITTEE Covmmw. R C E 19807 Om SAN DIEGO REGIONAL STANDARD DRAWING Revision By Approved Date Thickness p S. 7-79 NUMBER G-12 CROSS GUTTER Note 1 ler 11t..8. iodZ Nate 6 Mlle 7 5-% SQ2 Property Line I j Driveway Curb opening Curb Line o a Radius 25' +— a or less Property Line Curb line Curb line II Driveway 1 Curb opening Property Line Curb line P Rs Radius more than 25' • Driveway Curb opening1 1/8 of total length of arc Property Line Driveway — / 'r furh nnaninn -"�� kc REQUIREMENT 1 No portion of any curb opening shall he permitted within 6' of the intersection of the prolonged property lines and the curb as shown by arc A. REQUIREMENT 2 No portion of any curb opening shall be permitted in the curb return where the radius of curb is 25' or less, as shown by arc B. REQUIREMENT 3 On all curb returns where the radius is more than 25', curb openings may encroach upon each end of the return a distance equal to 12 1/2% or 1/8 of the total length of the arc on the curb return, thus leaving at least 75% of the length of arc on the return face free from driveway encroachment, provided Requirement 1 is met. REQUIREMENT 4 No portinil of any curb openirg shall be permitted in the curb return where a seperate turning movement is provided, as shown by arc C Revision By Approved Date Regmt. 3 .9 3'6 SAN DIEGO REGIONAL STANDARD DRAWING DRIVEWAY LOCATION - ADJACENT TO CURB RETURNS AND STREET LINES RECOMMENDED 3v THE SAN OIEGT, REGIONAL STANDARDS COMMITTEE �ii /Otu 97< ,a75 Coo.mn.m, R C E 19801 Dm NUMBER G-15 Obstruction ALLEY 3' min. from any driveway Driveway 6' min. from Alley or Drainage Outlet .13 OI C C n a U i1h T Obstruction radius-- . I b Cur — 0 a STREET Residential Driveway Width - - 12' min., 30' max. Residential:20' min. between curb openings serving same parcel. Commercial: 4' min. to 10' max. between curb openings serving same parcel. If over 10', minimum of 26' required. Commercial Driveway Width - - 12' min., 30' max. NOTES 1. Curb openings, except for joint -use driveways and drive ways on lots having 21 - foot frontage or less, shall be located at least 3 feet from the side property line extended. 2. Not more than 40% of the property frontage on residential lots, nor 60% of the property frontage an commercial lots may he allocated for driveway curb openings, except that lots having frontage of less then 45' are entitled to one 12'drivewey (18 foot curb opening). 3. All driveways anu curb openings shall be a minimum of 3 feet from any obstruction, i.e., poles, hydrants, etc. 4. No portion of any driveway shall be allowed across a line extending normal to the roadway from the front corner of the property, except that joint -use driveways may be permitted in special instances where written approval of both property owners is filed with the Agency. RECOMMENDED BY THE SAN OIEGO. REGIONAL STAHOAROS COMMITTEE Coordoumr R C E 19807 Otte SAN DIEGO REGIONAL STANDARD DRAWING Revision Note 2 By 3p Gate DRAWING NUMBER G-16 DRIVEWAY LOCATION AND WIDTH REQUIREMENTS Property Line 4,1 D D CI 560-C-3250 Concrete Gutter Line Gutter Elevation shown on plans Toe of Gutter Elevation 1/2" R 0 TYPICAL PLAN Curb Line I? 1 Elevation shown on plans 0. 0 5 1/2" —1 1/2" except where elevations shown indicate otherwise SECTION NOTES 1. Sidewalk ramps shall be installed as required by Agency. 2. D = distance shown on plans. 3. R = radius shown on plans (3 ft. minimum). 4. 0 = elevations shown on plans (top of curb, and gutter elev). 5. ---= 1/2" expansion joints. a LEGEND ON PLANS Revision By Approved Date Thickness Conc. Note 5 175. 7- 79 SAN DIEGO REGIONAL STANDARD DRAWING .546 7-88 ALLEY APRON RECOMMENDED BY THE SAN OIEGO REGIONAL STANOAROS COMMITTEE Clll/ll�.L—� $cc./ns Ca«mmt« R_C.E. 19E07 Ou. DRAWING r -17 NUMBER Non-contiguous Sidewalk Driveway width shown on plans Curb Curb Opening = Driveway Width + 12' Driveway width shown on plans Depressed Curb fir 12" R (typ•) Bottom of curb Edge of sidewalk ELEVATION 5+4" _, ,_ Normal rise 1/4" per foot 1/2"R SECTION Property Line Contiguous Sidewalk 127R (typ.) 1" above gutter NOTES 1. '1a concrete shall oe placed until forms and subgrade are inspected by the Agency. 2. Concrete shall be E20-C-2500. 3. See Standard Drawing G•15 and G-16 for width and location requirements. 4: See Standard Drawings G-2 and G-10 for curb and joint details. LEGEND ON PLANS of Alt. Commercial Driveway RECOMMENDED Rr THE SAN DIEGO REGIONAL STANDARDS COMMITTEE CM.,inn oaR�C E CI 7 i68 D,re SAN DIEGO REGIONAL STANDARD DRAWING Revision By Approved Date Conc. DRAWING NUMBER G-26 CONCRETE DRIVEWAY COMMERCIAL ALTERNATE Note 4 +ier Q• 41 5-s�e 4' Landing See Note 1 12" Wide Border Top of Curb Z or Z1 4' Ls —A PLAN VIEW 4' Z or New or Exist. ELEVATION Up of Gutter Top of Curb Gutter Line 1 1 Landing See Note 1. 2% max. Y_ O 12 3 E .1 1 N TABLE A Y I Z Z1 CURB HEIGHT 1" 2" 3" 4" 5" 6" 7, 8" RAMP SIDE LENGTH SLOPE (12:1) O'-6" 1'-6" 2'-6" 3'-6' 4'-6" 5'-6" 6'-6" 7'-6" SIDE SLOPE (8:1) (12:1) 1'-6" 1'-6" 1'-6" 1'-6" 1'-8" 2'-6" 2'-4" 3'-6" 3'-0" 4'-6" 5'-6" 6'-6" 5'-0" 17'-6" 3'-8" 4'-4" SECTION A -A P `O 5% max. apron slope See Detail—B NOTES Std. Dwg. G-32 1. If inadequate R/W exists to provide 4' landing, side slopes shall be increased to 12:1 per side slope "Z1" in Table A. Landing shall be 3' minimum in all other cases. 2. See Standard Drawing G-32 for general notes. 3. Type A-1 is a designation for ramp ct curb return. 4. Type B-1 is a designation for ramp at straight curb. RECOMMENDED BY THE SAN DIEGO REfi11XJ AL STAP1p/IRD 0MM1`*EE a i -"s Chaan' R C. 25902 Date DRAWING G _ 2 8 NUMBER SAN DIEGO REGIONAL STANDARD DRAWING PEDESTRIAN RAMP TYPES A-1 AND B-1 (For Existing Sidewalk) Revision By I Approved �! �Dote ADAROmtIQ`� R.LI 7'//4 9 S'. 0.P 4,O4 Curb Height 1 , X 1/2" Lip— Standard Sidewalk Finish A-4-1 Y Y Bock of Sidewalk Face of Curb Y�� Y 16" 4' 16" existing curb opron slope A-4-1 PLAN VIEW ,-12:1 Transition from 5% to 45' 16" H H 4' H �16" ELEVATION Curb 4' Landing (min.) Retaining Curb or Wall 12" 6" 1 12 2 1/2" 1 i 2' Ramp 4" 2% SECTION A —A NOTES; 1. Type C ramps are only to be used to mitigate existing conditions where inadequate right of way exists to use Standard Drawing G-28, or G-30 and are not to be used in new construction. 2. See Standard Drawing G-32 for general notes. X Y Curb Height TRANSITION 4" 1' - 6" 5" 1 2' - 6" 6" 3' - 6" 7" 1 4' - 6" 8" 1 5' - 6" 9" 1 6' - 6" 10" 11" 12" 7' - 6" 8' - 6" 9' - 6" 13" 10' - 6" Revision By Approved Date Y—Dimen NL RLM 1/97 SAN DIEGO REGIONAL STANDARD DRAWING PEDESTRIAN RAMP - TYPE C (For Existing Sidewalk) RECOMMENDED BY THE SAN DECO R.r ONAL STANDARDS COMMITTEE DRAWING G-29 NUMBER r—A R/w_/' Sidewalk 4' Min. Landing 12" wide border with 1 /4 grooves approx. 3/4" O.C. Meet existing Curb & Gutter Meet existing_ sidewalk 4' i Meet existing sidewalk Exist. Top of Curb Existing Gutter Meet Existing 2— 1 Z 4' Z ELEVATED VIEW Y CT 12 1 0 O E J L Design Curb Height 5% max. apron slope Design Curb Height SECTION A —A TABLE A X Y Z CT DESIGN RAMP SIDE CURB CURB HEIGHT LENGTH 12:1 SLOPE 8:1 TRANS Mill 0'-6' EWA (SEE NOTE NO. 3) IMMIllerd 1'-6 IMINEEN 1'-8' 4 �'iiMali 5 4'—. 3'-0 MAMMON 3'— Wall 6'—. 4'-4 MIMI 7'-6 5'-0 See Detail—B Std. Dwg. G-32 NOTES 1. See Star,.:ard Drawing G-32 for general notes. 2. X= Design Curb Height as shown on plans. 3. Curb transit,on (CT) shall be 1'-0" for each one inch difference between existing curb height and design curb height. RECOMM LADED BY THE SAN DIEGO RE .' STAN �� . . ITU Chair .n R C.E. 25902 Date DRAWING G-30 NUMBER SAN DIEGO REGIONAL STANDARD DRAWING PEDESTRIAN RAMP TYPE C-1 (For Existing Sidewalk) Revision By Approved Date ADA Rpmt tZLI z/tS „4:61 A �1iExisting Contiguous \`' Sidewalk j X Y Z CURB HEIGHT RAMP LENGTH (12:1) SIDE SLOPE (8:1) 1.0” 1'-6" 1'-6" 1.5" 1'-6" 1'-6" 2.0" 1'-6" 1'-6" 2 5" 2'—O„ 1 '-6" 3.0" 2'-6" 1'-8" 3.5" 3'-0" 2'-0" 4.0" 3'-6" 2'-4" 4.5" 4'-0" 2,-8„ 5.0" 4'-6'' 3'-0" 5.5" 5'-0" 3'-4" 6.0" 5'-6" 3'-8" 6.5" 6'-0" 4'-0" 7.0" 6'-6" 4'-4" 7.5" 7'-0" 4'-8" 8.0" 7'-6" 5'-0" 5% Max. Apron Slope NOTE See Standard Drawing G-32 for See Detail-8 Std. Dwg. G-32 c E N R/W a Street TYPICAL PLAN A L E _ a a general notes. PLAN VIEW Existing Non— contiguous Sidewalk Property side "Z" dimension and/or grooves may be eliminated by the Engineer and replaced by a retaining curb flush with existing ground and sidewalk. A 12" wide border with 1/4" grooves approx. 3/4 " O.C. Retaining curb if required. 12" Wide Border Meet existing sidewalk. 2% max. SECTION A -A Revision By Approved I Date ADA Rgmt 0M 14ftt is SAN DIEGO REGIONAL STANDARD DRAWING PEDESTRIAN RAMP TYPE D RECOMMENDED BY THE SAN DIEGO R ; AL ST� t COMMI rTTEE . . Ch. RC.E. 25902 Date DRAWING G — 31 NUMBER 1. The removal of existing concrete curb, gutter, sidewalk and pavement for pedestrian ramp installation shall comply with Standard Drawing G-11. 2. Areas shown thus: transverse to axis of ramp 3. 4. shall have a heavy broom "ripple" texture finish, contrasting visually with adjoining surfaces. Areas shown thus: are the minimum required for a complete ramp installation and shall be concrete class 520—C-2500. If obstructions such as inlets, utility poles, fire hydrants. etc., are encountered, the ramp locations may be adjusted upon the approval of the Resident Engineer. 5. Ramp slope shall be a minimum grade of 15:1. 6. The ramp slopes will be measured relative to the sidewalk slope, see Detail A below. Adjoining slope beyond ramp shall not exceed 20:1 (5%). Sid-" alk X Y Slope = X:Y Where X is level plane DETAIL A Line of Curb Remove & reconstruct pavement as shown on plans to provide 5% max. slope within 4' of sidewalk limit. DETAIL 8 RECOMMENDED BY THE SAN DIEGO REG NAL ST CCUMITTEE Cho an R.C.E. 25902 Date DRAWING G - 32 NUMBER SAN DIEGO REGIONAL STANDARD DRAWING GENERAL NOTES FOR PEDESTRIAN RAMPS Revision Notes Detail By Approvea !Date CAI QsNI 34s For frame and grate details see dwgs. 0-13 & 0-15. C 1 6" min. r Wing, where occurs one or both sides B Curb Line PLAN L Length shown an plans 10 TI+— SECTION C—C #4 7 1/2" 4 • # 4 around pipe Slope floor 12:1 towards outlet See note 7 C # 4 @ 12 —� T •—+- 6" Transition to normal curb height in 10 ft. on bath sides ur!: s otherwise noted. SECTION B—B 10" unless otherwise shown �6" �_ 3" clr. Rounded pipe ends see drawing 0-61 Elev shown on plans NOTES: 1. See Standard Drawings D-11 through D-15 for additional notes and details. 2. Types are designated as follows: (no wing) C, (one wing) C-1, (two wings) C-2. 3. Exposed edges of concrete shall be rounded with a radius of 1/2". 4. When V exceeds 4 ft. steps shall be installed. See Standard Drawing 0-11 for details. 5. Concrete gutter to match adjacent gutters. 6. An expansion joint shail be placed at the ends of the inlet where the curb is to adjoin. 7. Provide 1/4" tooled groove in top slab in line with back of adjacent curb. 8. Surface of top slab shall be sidewalk finished to drain toward street at a slope of 1/4" per foot. 9. Maintain 1 1/2" clear spacing between reinforcing and surface unless otherwise noted. 10. Where inlet is to be constructed on grade and Standard Drawing 0-20 concrete apron is required, lift down -grade end of grate as shown on 0-20. Revision 3' - 6" SECTION A —A Galt'. steel angle continuous and protection bar. See drawing 0-12 i.' JT��f LEGEND ON PLANS 15' Type C-1 Inlet --I.-I 15' By Approved Date Notes Reference Note 11 9XP DS H(. 6. /o-fL SAN DIEGO REGIONAL STANDARD DRAWING CURB INLET. - TYPE C RECOMMENDED 9V THE SAN DIEGO ._. REGIONAL STANDARDS COMMITTEE atz,/o{�,u,-� etc /975 COUIQMVIOI RC E '9807 Om DRAWING NUMBER Q-3 T 1T >- 1 Vertical reinforcing # 4 @ 18" max., for horizontal reinforcing, see table. 1 1/2" clearance typical t 2" Typical —►I kw -- TYPICAL BOX SECTION 10" 14" 3/4" 6 steel bars, hot dipped galvanized STEP DETAIL 1 BOX SECTION REINFORCEMENT MAXIMUM SPAN X or Y DEPTH V THICK- NESS T HOR. & FLR. REINF. 3' - 0" to 4' - 0" 4' - 0" 6" # 4 @ 18" 4' • 1" to 7' - 0" 6" # 4 @ 12" 7' • 1" to 8' 0" 6" # 4 @ 8" 3' - 0" to 4' - 0" 4' to 1 8• 0- 6" # 4 @ 18" 4' - 1" to 5' • 0" 6" # 4 @ 12" 5' • 1" to 6' - 0" 6" # 4 @ 8" 6' 1" to 8' - 0" 6" # 4 @ 6" 3' - 0" to 4' - 0" 8. - 1.. to 12' - 0„ 6" # 4 @ 15" 4' - 1" to 5' 0" 8" # 4 @ 12" 5' - 1" to 6' - 0" 8" # 4 @ 8" 6' - 1" to 8' • 0" 8" 1 # 4 @ 6" 3'-0" to 4'•0" 12' - 1" to 6" # 4 @ 12" 4' • 1" to 5' - 0" 8" # 4 @ 12" 5' - 1" to 6' • 0" 8" # 4 @ 8" 6' - 1" to 7' • 0" 16' - 0" 8" # 4 @ 6" 7' • 1" to 8' • 0" 8" # 5 @ 8" 3' - 0" to 4' - 0" 16' - 1" to 20' - 0" 8" # 4 @ 12" 4' - 1" to 5' 0" 10" # 4 @ 12" 5' - 1" to 6' - 0" 10" # 4 @ 8" 6' - 1" to 7' • 0" 10"' # 4 @ 6" 7' 1" to 8' • 0" 10" # 5 @ 8" 3' - 0" to 4' - 0" 20' 1" to 24' - 0" 8" # 4 @ 12" 4' • 1" to 5' 0" 10" # 4 @ 12" 5' - 1" to 6' 0" 10" # 4 @ 8" 6' 1" to 7' -0" 10" # 4 @ 6" 7' 1" to 8' - 0" 12" # 5 @ 8" NOTES 1. Concrete shall be 560-C-3250 unless otherwise notad. 2. Reinforcing steel shall comply with this drawing unless otherwise specified. 3. Reinforcing steel shall be intermediate grade deformed bars conforming to latest ASTM specifications. 4. Bends shall be in accordance with latest ACI code. 5. Minimum splice length for reinforcing shall be 30 diameters. 6. Floor shall have a wood trowel finish and, except where used as junction boxes, shall have a minimum slope of 1" per foot toward the outlet. 7. Depth V is measured from the tap of the structure to the flowline of the box. 8. Wall thickness and reinforcing steel required may be decreased in accordance with table above. 9. Wall thick„ess shall be stepped on the outside of the box. 10. When the structure depth V exceeds 4', steps shall be cast into the wall at 15 inch intervals from 15" above floor to within 12 inches of top of structure. Where possible place steps in wall without pipe opening, otherwise over opening of smallest diameter. 11. Alternate step may be an approved steel reinforced polypropylene step. Revision By Approved Date Notes Conc 'Sc. O s -r11 F. -r_ 71 5-P6 SAN DIEGO REGIONAL STANDARD DRAWING INLETS AND CLEANOUTS NOTES AND DETAILS RECOMMENDED BY THE SAN OIEGC REGIONAL STANDARDS COMMITTEE C714✓O <, (.��� K £ , ; o COONIIYIU" R C E 193137 O.,, DRAWING NUMBERD-11 ,m 1 1/2' .14 A 3' l.i 10' 1/2' i Anchor bar 3' o.c. max. a► L �J . 0 • • o - a 1' /Support bolt NOTES: 1. Face angle shall be cast into structure continuous for the full length 'L". 2. All exposed metal parts to be hot -dipped galvanized after fabrication. 3. When curb inlet opening height (H) exceeds B' install 1" f steel protection bar. 4. Install additional bars at 3 1/2' clear spacing above first bar when opening exceeds 13'. 5. When curb inlet opening length exceeds 8' install 1" 0 steel support bolts, spaced at not more than 5' o.c. 1/2' RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE Cammmum, R C E 19807 0a,e SAN DIEGO REGIONAL STANDARD DRAWING Revision By Approved Date Angle O S 7- 7? NUMBERG D-12 CURB INLET OPENING Note 3 1Kp f..5. o-!� Angle NC$ •-1 4"x 3"x 1/4" 3/16" 3/16" 3' - 5 3/8" 3" A --•sIEJ PLAN e0; e e ge.r.er v./. 4" SECTION A -A NOTES 1. Hot dip galvanize all parts after fabrication. Revision By Approved Oate Note 1 t SAN DIEGO REGIONAL STANDARD DRAWING WELDED STEEL GRATE FRAME RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE COM-dinar°, 355 19807 Oate DRAWING NUMBER D-13 3/8"m Bar 1_ 1 h. i 10 a) r 1 f 3 1/2"x 1/4" bars 3'-4" _ 8 4� 3/8"0 Bar 2 1 /2" x 3/8" End Bars SECTION A 1/8 PLAN Typ. 2 1 /2" x 3/8" End Bars SECTION B NOTES 1. Hot aio galvanize all parts after fabrication. 2. Dimensions to centerline of bars unless otherwise noted. 3. Weicnt: ' 41 pounds. 4. Not to ce used in pedestrian areas. A 2 1 /2" x 3/8" End Bars 3/16" fillet weld outside bar & every 3rd terminal bar. Revision DV! Dsr:.es Note s4 0*,1. rtAxo• r t.94 SAN DIEGO REGIONAL STANDARD DRAWING DRAINAGE STRUCTURE GRATE RECOMMENDED BY _= SAN DIEGO R NAL STA.. MMIT"= ChaR.C.E. 2C 0 Date DRAWING D -15 NUMBER Punch I" hole in CSP Place pipe so bars of grate will be parallel with main surface flow ptional Splice 3'x 1/2"bars -uIu•u eissous 3/4"ox I VI lug welded to grate Join to CSP 3'-0" Calk Seal (See Note 2) Inlet pipe 4-0"dia base SECTION A -A TYPE A If"01x3" '4'Ig'hole in angle Slot W x 2" V4" Checkered FL ack weld 18"of 1/4" heat -treated chain to frame and cover (See Note 5 ) 3/8" Rivets, Spot Weld or Tack Weld at I/8 points or better DETAIL 'WI NOTES 1. All components shall be galvanized. 2. Inlet and outlet pipes shall be set at factory and positioned as shown on plans. 3. Ladders and Steps: None required where "H" is 3'-6" or less. Where "H" is :;etween 3'-6" and 4'-11" place one step +16" above the floor. If "H" is 5'0" or more install a ladder placing the lowest rung 16" above the floor and the highest rung not more than 14" below top of inlet. Place single step or ladder in wall without wall opening. 4. See Standard Drawing 0-17 for additional details. 5. Grate to be provided when specified- 6. Grate detail shall be as shown on drawing 0-17 unless otherwise approved by Agency. L3Mx21,2Nx " Rivet,Spot Weld or Tack Weld at 4b points or better to C.S.P. DETAIL "A' niq s 4t3n Rivets, Spot Weld or Tack Weld at I/8 points or better DETAIL"B" (See Section A -A for bottom design) SECTION C - C TYPE B rs. Punch %18"$' holes in angle DETAIL "B" 1 /211r /2aR Siot3/4"x21/41 34" Rivets, Spot Weld or Tack Weld at I/8 points or better SECTION F-F RECOMMENDED BY THE SAN. DIEGO REGIONAL STANDARDS COMMITTEE Caumkiumr R C E 19807 Oa" SAN DIEGO REGIONAL STANDARD DRAWING Revision By Approved Date Notes Sc- O.S 7-79 DRAWING NUMBER D-16 CORRUGATED STEEL PIPE INLETS TYPES A AND B A 10' Variable Curb opening —+- 12" �Type C-1 Curb Inlet B 1 r— Curb Line A Normal Curb face aa n U Meet normal crown or existing pavement 10' as PLAN Variable gutter Depression 10" curb face B Normal Gutter Grade 6' 6" SECTION SECTION B-8 SECTION A -A Meet normal crown jor existing pavement round off Normal Curb Face NOTES: 1. Curb and apron to be placed monolithically. 2- Use of false header at valleys and slope break line is optional. 3. Extend vertical steel from inlet structure into concrete apron as required. 4. Screed Direction 5. Concrete shall he 520-C-2500 LEGEND ON PLANS RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE ,��JJt[uw✓ ,v4. �S r E ','1RO1 C.:e . SAN DIEGO REGIONAL STANDARD DRAWING Revision By Approved Date Conc. ' -z?S. 5-8 NUMBERG O®20 CONCRETE APRON FOR CURB INLET Revision 'A layout line Edge of Footing PLAN #4@12" Horizontal reint. not shown ELEVATION TYPICAL SECTION over 5' • 4" NOTES 1. See Standard Drawings C-7 and C-8 for additional notes and details. 2. Fill all blockcells with grout. By Approved Date RE/NST CIF-' Q# 8-88 TYPICAL SECTION 5' - 4" max DIMENSIONS AND REINFORCING STEEL H (max) 3'•8" T (min) 0'-8" 0'-IC" W (min) (A) bars # 4 @ 32" # 4 @ 32" #4@32" Q bars , # 4 @ 32" # 4 @ 32" bars # 6 @ 16" Q bars # 4 @ 32" # 4 @ 16" # 6 @ 16" (E) bars # 4 total 4 # 4 total 5 # 4 total 6 max soil press•(psf) 1100 1600 2200 SAN DIEGO REGIONAL STANDARD DRAWING MASONRY RETAINING WALL TYPE 3 (LEVEL BACKFILLJ RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE ("7/L'/2 </LG /975 Coo.m,wo, P.L.E. I31107 Dee DRAWING NUMBER C'3 DESIGN CONDITIONS: INSPECTIONS: Walls are to be used for the loading conditions shown for each type wail. Design H shall not be exceeded. Footing key is required except as shown otherwise or when found unnecessary by the Engineer. Special footing design is required where foundation material is uncapable of supporting toe pressure listed in table. DESIGN DATA: Reinforced Concrete: Fc = 1200 psi F'c = 3000 psi Fs = 20,000 psi n = 10 Reinforced Masonry: F'm = 600 psi Fm = 200 psi Fs = 20,000 psi n = 50 Earth = 120 pcf and Equivalent Fluid Pressure = 36 psf per foot of height. Walls shown for 1h:1 unlimited sloping surcharge are designed in accordance with Rankline's formula for unlimited sloping surcharge with a d = 33° 42: REINFORCEMENT: ;ntermediate grade, hard grade, or rail steel deformation shall conform to ASTM A615, A616, A617. Bars shall lap 40 diameters, where spliced, unless otherwise shown on the plans. Bends shall conform to the Manual of Standard Practice, A.C.I. Backing for hooks is four diameters. All bar embedments are clear distances to outside of bar. Spacing for parallel bars is center to center of bars. MASONRY: AU reinforced masonry retaining walls shall he constructed of regular or light weight standard units conforming to the "Standard Specifications for Public Works Construction." JOINTS: Vertical control joints shall be placed at 32 foot intervals maximum Joints shall be designed to resist shear and other lateral forces while permitting longitude' movement Vertical expansion joints shall be placed at 96 foot inter- vals maximum. CONCRETE: Footing concrete shall be 560—C-3250, using B aggregate when placing conditions permit. BACKFILL: No backfill material shall be placed against masonry retaining walls until grout has reached design strength or until grout has cured for a minimum of 28 days. Compaction of backfill material by jetting or ponding with water will not be permitted. Each layer of backfill shall be moistened as directed by the Engineer and thoroughly tamped, rolled or otherwise compacted until the relative compaction is not less than 90%. FENCING: Safety fencing shall be installed at the top of the wall as required by the agency. Call for inspections as follows: A. When the footing has been formed, with the steel tied securely in final position, and is ready for the concrete to he placed. B. Where cleanout holes are not provided: (1) After the blocks have been laid up to a height of 4', or full height for walls up to 5', with steel in place but before the grout is poured, and (2) After the first lift is properly grouted, the blocks have been laid up to the top of the wall with the steel tied securely in place but before the upper lift is grouted. Where cleanout holes are provided: After the blocks have been laid up to the top of the wall, with the steel tied securely in place, but before grouting. C. After grouting is complete and after rock or rubble wall drains are in place but before earth backfill is placed. D. Final inspection when all work has been completed. CONCRETE GROUT AND MORTAR MIXES: Concrete grout shall attain a minimum compressive strength of 2,000 psi in 28 days and mortar shall attain 1,800 psi in 28 days. All cells shall be filled with grout. Rod or vibrate grout within 10 minutes of pouring to insure consolidation. Bring grout to a point 2" from the tap of masonry units when grouting of second lift is to be continued at another time. MORTAR KEY: To insure proper bonding between the footing and the first . course of block, a mortar key shall be formed by embedding a flat 2 X 4 flush with and at the top of the freshly poured footing. The 2 X 4 should be removed after the concrete has started to harden (approximately 1 hour). A mortar key may be omitted if the first course of block is set into the fresh concrete when the footing is poured, and a good bond is obtained. WALL DRAINS: Wall drains shall be provided in accordance with Standard Drawing C-8. SOIL: All footings shall extend at least 12 inches into undisturbed natural soil or approved compacted fill. Soil should be dampened prior to placing concrete in footings. i Revision By Approved Cate SAN DIEGO REGIONAL STANDARD DRAWING 'FIE GOIpMNMAELN9Tp NaGrAar0145E Csol MfTEGEc �/o�,, .,� �" 975 'Iew Des. 'RP ni.t3. (0-1Z des 77t.B F_.z GENERAL NOTES FOR MASONRY RETAINING WALLS Notes .;? r.- wP Coomm, C.E. 19901 pate NUMBING C-7 • NOTES: No surcharge loads within ..his area for level backfill design. Line of undisturbed natural soil —►! TYPICAL SECTION Mortar or cast -in -place concrete Finished ground line CAP DETAIL Vertical reinf. Grout filled block cells Horizontal reinf. thru bond beam block Filter Material, 1" max. crushed aggregate, 4 cu. ft. per 4" dia. drain or 1 cu. ft. per ft. of open head joints. 4" dia. dram with 1/4" gall/. wire mesh screen 8' - 0" on centers, or one row horizontally of open head joints. r7_ 2" x 4" (nominal) key KEY DETAIL 1. All masonry retaining walls shall be constructed with cap, key and drainage details as shown hereon. 2. 4" diameter drain may be formed by placing a block on it's side. Vertical reinf. Top of footing RECOMMENDED 8Y THE SAN DIEGO REGIONAL STANDARDS COMMITTEE CP/L./-1i <s r� `ram , 375 Coordinator R C E 19807 Dart SAN DIEGO REGIONAL STANDARD DRAWING Revision By Approved Oate Note 2 SC- �. 4/. 7/3 DRAWING �+ NUMBER �+�� DETAILS FOR MASONRY RETAINING WALL 1" Chamfer 1" Chamfer TYPE -A WALL (Applicable for all types of backfill loadings) TYPE-B WALL WALL TYPE HEIGHT BASE CONC CF/FT 1' 6" 1' - 0" 1.50 A 2' - 0" 1.- 0" 2.00 3'-0" 2'-4" 4.99 4'-0" 2'-10" 7.66 B 5' 0" 3' - 4" 10.82 6' - 0" 3' - 10" 14.49 3'-0" 1'-6" 3.75 c 4'-0" 2'-0" 6.00 5'-0" 2'-6" 8.75 6' - 0" 3' - 0" 12.00 1 1/2 : 1 Slope Unlimited 4/ OR /ter— 2' Level Surcharge (Vehicle Traffic) H/2 1" Chamfer Level Surface There shall be no loadings extending above top of wall within a distance equal to height of the wall. TYPE-C WALL Expansion joint @ 30'- 0" ± centers (max) and/or @ each step. Top of wall Finished Ground Line Level Reference TYPICAL ELEVATION NOTE See Standard Drawing C-10 for Section A —A, notes and details. Revision By Approved Date SAN DIEGO REGIONAL STANDARD DRAWING GRAVITY RETAINING WALLS RECOMMENDED 911 THE SAN OIEGO REGIONAL STANOAROS COMMITTEE Q g4..e..,ii-r^ LLC. i975 Coarmmmr R C E 19801 Ogle DRAWING NUMBER C'9 CONCRETE Concrete shall be 560-C-3250. DESIGN CONDITIONS Walls are to be used for the loading conditions shown for each type wall. Design H may be exceeded by six inches before going to next size. DESIGN DATA Fc = 1200 psi Pc = 3000 psi Earth = 120 pcf and equivalent fluid pressure = 36 psf per foot of height Walls shown for 1 1/2:1 unlimited sloping surcharge are designed in accordance with Rankine's Formula for unlimited sloping surcharge with q = 33° 42'. Note: Maximum toe pressure under wall footing = 1 1/2 tons. Special design required where footing material is incapable of supporting this pressure. EXCAVATION AND BACKFILL Compaction of backfill material by jetting or ponding with water will not be permitted. Each layer of backfill shall be moistened as directed by the Engineer and thoroughly tamped, rolled or other- wise compacted until the relative. com- paction is not less than 90 percent. No backfill material shall be deposited against concrete retaining walls until the concrete has developed a strength of 2,500 pounds per square inch in com- pression as determined by test cyclinders, or until 28 days after wall has been placed. RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE 7,5 Ca,. aH.0 Im u C C A801 Oa,. DRAWING NUMBER r'10 r--1 ---Top extension if specified Filter Material: 1" max. crushed aggregate 4 cu. ft. min at each drain. 4" dia. drains with 1/4" galy. wire mesh screen, 8" above outside ground surface, slops 1/2" per ft. Locate drains @ 15' • 0" center to center or as directed by the Engineer. TY IC H (SAL DRAINAGE WHGREATER THAN 4' - 0" 1/2" Expansion joint, fill with premolded expansion joint filler. Locate joints at 30' • 0" + center or as directed by the Engineer. 1/2" chamfer Water stop, use only when watertight joint is required, see water stop detail. SECTION A -A , Embedment 2 3/8" min, 3/4" dia.—J 3/8" RUBBER VJATERSTOP Use only when watertight joint is required. SAN DIEGO REGIONAL STANDARD DRAWING GENERAL NOTES AND DETAILS FOR GRAVITY RETAINING WALLS Revision Split permitted Approved