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Home My WebLink AboutC-3377(B) - Beach Restroom Rehabilitation - 15th Street, Newport Pier, 58th Street and Orange StreetCITY OF NEWPORT BEACH OFFICE OF THE CITY CLERK LaVonne M. Harkless, CMC June 11, 2003 BB Construction 117 N. Shamrock Avenue Monrovia, CA 91016 Subject: Beach Restroom Rehabilitation - 15e Street, Newport Pier, 58th Street and Orange Street (C -3377) To Whom It May Concern: On June 11, 2002, the City Council of Newport Beach accepted the work of the subject project and authorized the City Clerk to file a Notice of Completion, to release the Labor & Materials Bond 35 days after the Notice of Completion had been recorded in accordance with applicable portions of the Civil Code and to release the Faithful Performance Bond one year after Council acceptance. The Labor & Materials Bond was released on July 23, 2002. The Surety for the contract is The Explorer Insurance Company, and the bond number is 184- 56 -33. Enclosed is the Faithful Performance Bond. Sincerely, It LaVonne M. Harkless, CMC City Clerk cc: Public Works Department R. Gunther, P.E., Construction Engineer enclosure 3300 Newport Boulevard • Post Office Box 1768 • Newport Beach, California 92658 -8915 Telephone: (949) 644 -3005 • Fax: (949) 644 -3039 • www.city.newport- beach.ca.us ;ent ByrB & 8 CONSTRUCTION; • 626 303 4710; Sep-28-01 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CONTRACT NO. 3377 BOND NO.184 56 33 FAITHFUL PERFORMANCE BOND 2 :30PM; Page 7/8 PAGE 16 The premium charges on this, Bond is $ 3.370.00 being of the rate of $ 2 . 5 % for first $100,000 thousand of the Contract price. 1.5% for next $400,000 WHEREAS, the City Council of the City of Newport Beach, State of California, by motion adop')ed, awarded to 05 Construction, hereinafter designated as the "Principal ", a contract for construction of BEACH RESTROOMS REHABILITATION - 15TH STREET, NEWPORT PIER, 58TH STREET AND ORANGE STREET, Contract No. 3377 in the City of Newport Beach, in strict conformity with the plans, drawings, specifications, and other Contract Documents maintained in the Public Works Department of the City of Newport Beach, all of which are incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute Contract No. 3377 and the terms thereof require the furnishing of a Bond for the faithful performance of the Contract; NOW, THEREFORE, we, the Principal, and The Explorer Insurance Company. , duly authorized to transact business under the laws of the State of California as Surety (hereinafter "Surety"), are held and firmly bound unto the City of Newport Beach, in the sum of one hundred fNty -eight thousand and 00 1100 Dollars ($158,000,00) lawful money of the United States of America, said sum being equal to 100% of the estimated amount of the Contract, to be paid to the City of Newport Beach, its successors, and assigns; for which payment well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and severally, firmly by these present. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal, or the Principal's heirs, executors, administrators, successors, or assigns, fail to abide by, and well and truly keep and perform any or all, the worts, covenants, conditions, and agreements in the Contract Documents and any alteration thereof made as therein provided on its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to Its true intent and meaning, or fails to indemnify, defend, and save harmless the City of Newport Beach, its officers, employees and agents, as therein stipulated, then, Surety will faithfully perform the same, in an amount not exceeding the sum specified in this Bond; otherwise this obligation shall become null and void. Sent By: B & b CONSTRUCTION; • 626 303 4710; Sep -28-01 2:30PM; Page 8/8 PAGE W As a part of the obligation secured hereby, and in addition to the face amount specified in this Performance Bond, there shall be included costs ano reasonable expenses and fees, including reasonable attorneys fees, incurred by the City, only in the event the City is required. to bring an action in law or equity against Surety to enforce the obligations of this Bond. . Surety, for value received, stipulates and agrees that no change, extension of time, alterations or additions to the terms of the Contract or to the work to be performed thereunder or to the specifications accompanying the same shall in any way affect its obligations on this Bond, and it does hereby waive notice of any such change, extension of time, alterations or additions of the Contract or to the work or to the specifications. This Faithful Performance Bond shall be extended and maintained by the Principal in full force and effect for one (1) year following the date of formal acceptance of the Project by the City. In the event that the Principal executed this bond as an individual, it is agreed that the death of any such Principal shall not exonerate the Surety from its obligations under this Bond. IN WITNESS WHEREOF, this instrument has been duty executed by the Principal and Surety above named, on the 1 s t day of O c t o b e r 2001. /z-- BB Construction (Principal) The Explorer Insurance Company Name of Surety 11455 Camino Real San Diego, CA 92186 Address of Surety 800/877 -1111 Telephone r James Vegaux, Attorney - in -Fact Print Name and Title NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED CALIFORNIA ALL- PURPS. ACKNOWLEDGMENT •\ State of California County of Orange On October 1, 2001 beforeme, Dee Ann Millard, Notary Public Date Name and Tme of Officer (e.9. *Jane Dde- Notary Pubbc) personally appeared James L e g a u x Names) of Signer(s) ® personally known to me–OR-0 proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is /are subscribed to the within instrument and acknowledged to me that he /she /they executed the same in his/her /their authorized capacity(ies), and that by DEE ANN MILLARD his/her /their signature(s) on the instrument the person(s), ►►" Comm. f 1 MILLAR le or the entity upon behalf of which the person(s) acted, NNOTARY PUBLIC - CALIFORNIA V/ executed the instrument. ` My Comm, E 0 6gl«s August 5,2003 rh WITNESS my hand and official seal. Signalurt of o P lic OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages:. Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: LS ■ Individual Corporate Officer Title(s): Partner —❑ Limited ❑ General Attorney -in -Fact Trustee Guardian or Conservator Other: Signer Is Representing: Signer's Name: Im Individual Corporate Officer Title(s): Partner —❑ Limited ❑ General Attorney -in -Fact Trustee Guardian or Conservator Other: Signer Is Representing: RIGFFTTHUMBPRINT OF SIGNER O 1995 National Notary Associa0m • 8238 Ramat Ave., P.O. Box 7181 • Canoga Park CA 91309.7186 Prod. No. 5907 Reoder. Call Toll -Free 1- 800.876-8827 1Y Z+ LORER INSURANCE COMfL 1 Power of Attorney No. 0001875 State of California County of San Diego } Ss. .: —r. pn January 16, 2001, before me, Norma Potter, Notary Public, personally appeared John L. Hamum and John H. Craig, personally known to me to be the persons'whose names are subscribed to the within Inahnment, and acknowledged to me that they executed the same in their authorized capacities, and that by their signatures on the instrument, the entity upon behalf of which the persons acted, executed the instrument Witness my hand and official seal. _ NORteIA PORTER cS '— OOM 2 PUBUC- LWORM SAN DIEGO COUNty mgt( //. ` -, • , .My Commission 004 ' MARCH 19,2004 200M1 Norma Porter, Notary Public RESOLUTIONS This Power of Attorney is granted and is signed, sealed and notarized with facsimile signatures and seals under authority of the following resolutions adopted by the Board of Directors of the Company: 'RESOLVED: That the President, an Executive or Senior Vice President of the Company, together with the Secretary or any Assistant Secretary, are hereby authorized to execute Powers of Attorney appointing the person(s) carried as Attorney(s) -in -Fact to date, execute, sign, seal, and deliver on behalf of the Company, fidelity and surety bonds, undertakings, and other similar contracts of suretysbip, and any related documents. RESOLVED FURTHER: That the signatures of the officers making the appointment, and the signature of any officer certifying the validity and current status of the appointment, may be facsimile representations of those signatares; and the signature and seal of any notary, and the seat of the Company, may be facsimile representations of those signatures and seals, and such facsimile representations shall have the same force and effect as if mamally affixed. The facsimile tepreser ations referred to herein may be affixed by stamping, priming, typing, or photocopying." CERTIFICATE 1, the undersigned, Assistant Secretary of The Explorer Insurance Company hereby certify that the foregoing Power of Attorney is in full force and effect, and has not been revoked, and that the above resolutions were duly adopted by the Board of Directors of the Company, and are now in full fine. IN WITNESS WHEREOF, I have set my hand this 1 S t day of October "c 0 O 1 4 John H. Craig, Assistant Secretary To verify the authenticity of this Power of Attorney you may call 1 -800- 877 -1111 and ask for the Surety Division. Please refer to the Power of Attorney Number, the above named individual(s) and details of the bond to which the power is attached. For information or filing claims, please contact Surety Claims, ICW Group, P.O. Box 85563, San Diego, CA 92186.5563 or call (858) 350.2400. July 23, 2002 CITY OF NEVG'PORTBEACH OFFICE OF THE CITY CLERK P.O. BOX 1768, NEWPORT BEACH, CA 92658 -8915 (949) 644 -3005 BB Construction 117 N. Shamrock Avenue Monrovia, CA 91016 Subject: Beach Restrooms Rehabilitation - 15�h Street, Newport Pier, 58th Street and Orange Street (C -3377) To Whom It May Concern: On June 11, 2002, the City Council of Newport Beach accepted the work of the subject project and authorized the City Clerk to file a Notice of Completion, to release the Labor & Materials Bond 35 days after the Notice of Completion had been recorded in accordance with applicable portions of the Civil Code, and to release the Faithful Performance Bond one year after Council acceptance. The Notice of Completion was recorded by the Orange County Recorder on June 18, 2002, Reference No. 20020510781. The Surety for the contract is The Explorer Insurance Company, and the bond number is 184- 56 -33. Enclosed is the Labor & Materials Payment Bond. Sincerely, LaVonne M. Harkless, CMC /AAE City Clerk LH:cf cc: Public Works Department R. Gunther, P. E., Construction Engineer encl. 3300 Newport Boulevard, Newport Beach :nt'8y: B'& B CONSTRUCTION; 626 303 4710; Sep -28 -01 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT i� BEACH RESTROOMS RE14ARILITOTION - 95T14 STRFFT WE1 CONTRACT NO. 3377 BOND NO. 184 56 33 LABOR AND MATERIALS PAYMENT BOND 2:29PM; Page 5 PAGE 14 WHEREAS, the City Council of the City of Newport Beach, State of California, by motion adopted, has awarded to BB Construction, hereinafter designated as the "Principal," a contract for construction of BEACH RESTROOMS REHABILITATION -15TH STREET, NEWPORT PIER, 58TH STREET AND ORANGE STREET, Contract No. 3377 in the City of Newport Beach, in strict conformity with the plans, drawings, specifications and other Contract Documents in the office of the Public Works Department of the City of Newport Beach, all of which are incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute Contract No. 3377 and the terms thereof require the furnishing of a bond, providing that if Principal or any of Principal's subcontractors, shall fail to pay for any materials, provisions, or other supplies used in, upon. for, or about the performance of the work agreed to be done, or for any work or labor done thereon of any'kind, the Surety on this bond will pay the same to the extent hereinafter set forth: NOW, THEREFORE, We the undersigned Principal, and, The Explorer Insurance Company duly authorized to transact business under the laws of the State of California, as Surety, (referred to herein as "Surety") are held firmly bound unto the City of Newport Beach, in the sum of one hundred fifty -eight thousand and 001100 Dollars ($158.000.00) lawful money of the United States of America, said sum being equal to 100% of the estimated amount payable by the City of Newport Beach under the terms of the Contract; for which payment well and truly to be made, we bind ourselves, our heirs, executors and administrators. successors, or assigns, jointly and severally, finely by these present. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal or the Principal's subcontractors, fail to pay for any materials, provisions, or other supplies, implements or machinery used in, upon, for, or about the performance of the work contracted to be done, or for any other work or labor thereon of any kind, or for amounts due under the Unemployment Insurance Code with respect to such work or labor, or for any amounts required to be deducted, withheld and paid over to the Employment Development Department from the wages of employees of the Principal and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work and labor, then the Surety will pay for the same, In an amount not exceeding the sum specified in this Bond, and also, in case suit is brought to enforce the obligations of this Bond, a reasonable attorneys fee, to be fixed by the Court as required by the provisions of Section 3250 of the Civil Code of the State of California. ent'By: B`8 B CONSTRUCTION; 626 303 4710; Sep -28 -01 2:29PM; Page 6/8 PAGE 15 The Bond Shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Section 3181 of the California Civil Code so a$ to give a right of action to them or their assigns In any suit brought upon this Bond, as required by and in accordance with the provisions of Sections 3247 et seq. of the Civil Code of the State of California. And Surety, for value received, hereby stipulates and agrees that no change, extension of time, alterations or additions to the terms of the Contract or to the work to be performed thereunder or the specifications accompanying the same shall In any wise affect its obligations on this Bond, and it does hereby waive notice of any such change, extenilon of time, alterations or additions to the terms of the Contract or to the work or to the specifications. In the event that any principal above named executed this Bond as an individual, it is agreed that the death of any such principal shall not exonerate the Surety from its obligations under this Bond. IN WITNESS WHEREOF, this instrument has been duly executed by the above named Principal and Surety, on the 1 s t day of October , 2001. / BB Construction (Principal) The Explorer Insurance Company Name of Surety 11455 Camino Real San Diego, CA 92186 Address of Surety 800/877 -1111 Telephone rarko lBolAudan, Fartner JameslLeyaux, Attorney - in -Fact rint Name and Title NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED CALIFORNIA ALL- PURPOAACKNOWLEDGMENT State of California County of On October 1, 2001 before me, Dee Ann Millard, Notary Public Oats - Nano "Tme d Often (aq.,'Jaa Doe. Naary ftftj personally appeared James L e g a u x Name(s) oI ® personally known to me – OR – ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he /she /they executed the same in his/her /their authorized capacity(ies), and that by DEE ANN MI"ARD his/her /their signature(s) on the instrument the person(s), 11� Comm. 91231255 �e - or the entity upon behalf of which the person(s) acted, N • NOTARY FUBUC- CAlIFORIRA N executed the instrument. LOrange County MY Comm. Edpires August 5,1003 "� WITNESS my hand and official seal. LU0-,Ak T SIwaturoofW=rYPubfic 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: A SO Individual Corporate Officer Title(s): Partner — ❑ Limited ❑ General Attomey -in -Fact Trustee Guardian or Conservator Other: Signer Is Representing: RIGHT THUr,iBPRIrJT OF SIGNER Signer's Name: �l ■ I Number of Pages: Individual Corporate Officer Title(s): Partner — ❑ Limited ❑ General Attomey -in -Fact Trustee Guardian or Conservator Other: Signer Is Representing: 0 1885 Nadonal No" AaaocNdon - 8299 Rommel Ave., P.D. Box 7184 - Canoga Par. CA 01300.7181 Prod. No. 5907 Reorder. Cad ToIFFrea 1480P875 -OW RE66 F2bING REQUESTED BY AND WHEN RECORDED RETURN TO: Cit (Clerk- -I A8 :42 City of Newport Beach W,A3 JA Recorded in Official Records, County of Orange Darlene Bloom, Interim Clerk- Recorder IIIIIIIIIIIIIIiIIIIIIIIIIIIINIIIIIIIIIIIIIIilllll 1111111N0 FEE 2002051078103:34pm 06118102 107 23 N12 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 t to Government Code Section 6103" 1� NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that the City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California, 92663, as Owner, and BB Construction, of Monrovia, California, as Contractor, entered into a Contract on October 9. 2001. Said Contract set forth certain improvements, as follows: Beach Restrooms Rehabilitation - 15th Street Newport Pier, 580h Street and Orange Street - C -3377 Work on said Contract was completed on April 12, 2002, and was found to be acceptable on June 11, 2002, by the City Council. Title to said property is vested in the Owner, and the Surety for said Contract is The Explorer Insurance Company. VERIFICATION I certify, under penalty of perjury, that the foregoing is true and correct to the best of my knowledge. Executed on BY City CIE K. O• . , at Newport Beach, California. ti (38) C -3 :)9 June 11, 2002 CITY COUNCIL AGENDA ITEM NO. 9 TO: Mayor and Members of the City Council FROM: Public Works Department SUBJECT: BEACH RESTROOM IMPROVEMENTS — 15T" STREET, NEWPORT PIER, 58T" STREET AND ORANGE AVENUE, CONTRACT NO. 3377 — COMPLETION AND ACCEPTANCE RECOMMENDATIONS: JUN 112002 1. Accept the work. 2. Authorize the City Clerk to file a Notice of Completion. 3. Authorize the City Clerk to release the Labor and Materials bond 35 days after the Notice of Completion has been recorded in accordance with applicable portions of the Civil Code. 4. Release the Faithful Performance Bond 1 year after Council acceptance. DISCUSSION: On October 9, 2001, the City Council authorized the award of the Beach Restroom Rehabilitation contract to BB Construction of Monrovia, California. The contract provided the rehabilitation of the 15th Street, Newport Pier, 580' Street, and Orange Street restrooms, improving accessibility at entrances; creating accessible spaces within the restrooms; and installing accessible fixtures, drinking fountains, and telephones. The contract also provided for: • Replacement of various plumbing and lighting fixtures, partitions, and deteriorated wooden members • Repair of masonry • Installation of tile work and some repainting The contract has now been completed to the satisfaction of the Public Works Department. A summary of the contract cost is as follows: Original bid amount: $158,000.00 Actual amount of bid items constructed: 158,000.00 Total amount of change orders: 2,954.41 Final contract cost: $160,954.41 SUBJECT: Beach Restroom Ret tion- 15^ Street, Newport Pier, 5r Street and Ora�Street, Contract No. 3377 - Completion And Acce ce June 11, 2002 Page 2 The final overall construction cost including change orders was 1.87 percent over the original bid amount. A total of three change orders totaling $2,954.41 were issued to complete the project. They were as follows: 1. A change order in the amount of $2,640.00 provided for the reframing of a wall and installation of one telephone wonderboard. 2. A change order in the amount of $1,814.41 provided for additional painting. 3. A change order in the amount of a deduction of ($1,500.00) provided for the deletion of two roof spires. Funds for the project were expended from the following accounts: Description Account No. Amount Beach Restroom Improvements 7295- C5100567 $159,201.41 Restroom Facility Improvements 7011- C3120544 1753.00 Total $160,954.41 The original scheduled completion date was February 8, 2002. Due to material submittal changes, work phasing and revised work, the completion date was extended to April 12, 2002. All work was completed by the revised completion date. Respectfully submitted, PUBLIC WORKS DEPARTMENT Stephen G. Badum, Director By: �P, 44Y t w fit_ R. Gunther, P.E. Construction Engineer r N 11 'IF 0 9 -J�1) RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: City Clerk City of Newport Beach 3300 Newport Boulevard Newport Beach, CA 92663 'Exempt from recording fees pursuant to Government Code Section 6103" NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that the City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California, 92663, as Owner, and BB Construction, of Monrovia, California, as Contractor, entered into a Contract on October 9, 2001. Said Contract set forth certain improvements, as follows: Beach Restrooms Rehabilitation — 15th Street, Newport Pier, 58th Street and Orange Street - C -3377 Work on said Contract was completed on April 12, 2002, and was found to be acceptable on June 11, 2002, by the City Council. Title to said property is vested in the Owner, and the Surety for said Contract is The Explorer Insurance Company. L,Public Works Director City of Ijlewport Beach VERIFICATION I certify, under penalty of perjury, that the foregoing is true and correct to the best of my knowledge. Executed on /0\~ aoo a BY e /72 City Clerk at Newport Beach, California. i��j1nC� Cc ,nlnfot CITY OF NEWPORT BEACH CITY CLERK NOTICE INVITING BIDS Sealed bids may be received at the office of the City Clerk, 3300 Newport Boulevard, P.O. Box 1768, Newport Beach, CA 92658 -8915 until 11 a.m. on the 25th day of September, 2001, at which time such bids shall be opened and read for BEACH RESTROOMS REHABILITATION - 15TH STREET. NEWPORT PIER, 58TH STREET AND ORANGE STREET Title of Project Contract No. 3377 $165,000 Engineer's Estimate ien G. Badum Works Director Prospective bidders may obtain bid documents at actual cost from the Public Works Department, 3300 Newport Boulevard, Newport Beach, CA 92663. Contractor License Classification(s) required for this project. `B" For general information, call Lloyd Dalton, Project Manager at (949) 644- 3328. For technical information, call Lyle Hutson, Project Architect at (949) 675 -9195 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BEACH RESTROOMS REHABILITATION - 15TH STREET, NEWPORT PIER, 58TH STREET AND ORANGE STREET CONTRACT NO. 3377 TABLE OF CONTENTS NOTICE INVITING BIDS ................................. ............................... ..........................Cover INSTRUCTIONS TO BIDDERS ...................................................... ............................... 1 BIDDER'S BOND ............................................................................. ............................... 3 DESIGNATION OF SUBCONTRACTOR( S) .................................... ............................... 4 TECHNICAL ABILITY AND EXPERIENCE REFERENCES ............ ............................... 5 NON - COLLUSION AFFIDAVIT ........................................................ ............................... 6 NOTICE TO SUCCESSFUL BIDDER ............................................. ............................... 7 CONTRACT.................................................................................... ............................... 8 LABOR AND MATERIALS BOND .................................................. ............................... 14 FAITHFUL PERFORMANCE BOND .............................................. ............................... 16 PROPOSAL............................................................................... ............................... PR -1 SPECIAL PROVISIONS ............................................................. ............................... SP -1 a • • PAGE 1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BEACH RESTROOMS REHABILITATION -15TH STREET, NEWPORT PIER, 58TH STREET AND ORANGE STREET CONTRACT NO. 3377 INSTRUCTIONS TO BIDDERS The following documents shall be completed, executed and received by the City Clerk in accordance with NOTICE INVITING BIDS: INSTRUCTIONS TO BIDDERS BIDDER'S BOND DESIGNATION OF SUBCONTRACTORS TECHNICAL ABILITY AND EXPERIENCE REFERENCES NON - COLLUSION AFFIDAVIT PROPOSAL 2. Cash, certified check or cashier's check (sum not less than 10 percent of the total bid price) may be received in lieu of the BIDDER'S BOND. The title of the project and the words "Sealed Bid" shall be clearly marked on the outside of the envelope containing the documents. 3. The City of Newport Beach will not permit a substitute format for the Contract Documents listed above. Bidders are advised to review their content with bonding and legal agents prior to submission of bid. 4. BIDDER'S BOND shall be issued by an insurance organization or surety (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, and (2) listed as an acceptable surety in the latest revision of the Federal Register Circular 570. 5. The estimated quantities indicated in the PROPOSAL are approximate, and are given solely to allow the comparison of total bid prices. 6. Bids are to be computed upon the estimated quantities indicated in the PROPOSAL multiplied by unit price submitted by the bidder. In the event of discrepancy between wording and figures, bid wording shall prevail over bid figures. In the event of error in the multiplication of estimated quantity by unit price, the correct multiplication will be computed and the bids will be compared with correctly multiplied totals. The City shall not be held responsible for bidder errors and omissions in the PROPOSAL. 7. The City of Newport Beach reserves the right to reject any or all bids and to waive any minor irregularity or informality in such bids. Pursuant to Public Contract Code Section 22300, at the request and expense of the Contractor, securities shall be permitted in substitution of money withheld by the City to ensure performance under the contract. The securities shall be deposited in a state or federal chartered bank in California, as the escrow agent. PAGE 2 8. In accordance with the California Labor Code (Sections 1770 et seq.), the Director of Industrial Relations has ascertained the general prevailing rate of per diem wages in the locality in which the work is to be performed for each craft, classification, or type of workman or mechanic needed to execute the contract. A copy of said determination is available in the office of the City Clerk. All parties to the contract shall be governed by all provisions of the California Labor Code relating to prevailing wage rates (Sections 1770 -7981 inclusive). 9. The Contractor shall be responsible for insuring compliance with provisions of Section 1777.5 of the Labor Code Apprenticeship requirements and Section 4100 et seq. of the Public Contracts Code, "Subletting and Subcontracting Fair Practices Act ". 10. All documents shall bear signatures and titles of persons authorized to sign on behalf of the bidder. For corporations, the signatures shall be of a corporate officer or an individual authorized by the corporation. For partnerships, the signatures shall be of a general partner. For sole ownership, the signature shall be of the owner. The signature below represents that the above has been reviewed. 763 a6g A , �Z , Contractor's License No. & Classification l3� Cp�l/JiR/JGT /off/ Bidder Authorized Signature/Titlee O9 -2o Date Sent By: B & B CONSTRUCTION; 626 303 4710; Sep -11 -01 1:10PM; Page 2/2 PAGE 3 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CONTRACT NO. 3377 BIDDER'S BOND We, the undersigned Principal and Surety, our successors and assigns, executors, heirs and administrators, agree to be jointly and severally held and firmly bound to the City of Newport Beach, a charter city, in the principal sum of T e n p e r c e n t o f t h e t o t a l b i d amount I&PSA(rS * * * * * * * * * * * * *), to be paid and forfeited to the City of Newport Beach if the bid proposal of the undersigned Principal for the construction of .BEACH RESTROOMS REHABILITATION - 15TH STREET, NEWPORT PIER, 58TH STREET AND ORANGE STREET, Contract No. 3377 in the City of Newport Beach, is accepted by the City Council of the City of Newport Beach and the proposed contract is awarded to the Principal, and the Principal fails to duly enter into and execute the Contract Documents for the construction of the project in the form required within ten days (10) (not including Saturday, Sunday, and federal holidays) after the date of the mailing of Notice of Award; otherwise this obligation shall become null and void. If the undersigned Principal executing this Bond is executing this Bond as an individual, is agreed that the death or any such Principal shall not exonerate the Surety from its obligations under this Bond- Witness our hands this 14th day of B B Construction Name of Contractor (Principal) The Explorer Insurance Company Name of Surety 11455 Camino Real San Dieijo, CA 92186 AC'dre:;s of Surety 800/877 -1111 Telephone September ,2001, rgudan, P JamesrteyauV, Attorney -in -fact Print Name and Title (Notary acknowledgment of Principal & Surety must be attached) CALIFORNIA ALL- PURPObiE ACKNOWLEDGMENT State of California Countyof Orange On September 14, 2001 beforeme, Dee Ann Millard, Notary Public Date Name and The of Officer (e.g.. 'Jane Doe. Notary Public ") personally appeared James L e g a u x Name(s) of Signer(s) Q personally known to me – OR – ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is /are subscribed to the within instrument and acknowledged to me that he /she /they executed the same in his /her /their authorized capacity(ies), and that by DEE ANN MILLARD his /her /their signature(s) on the instrument the person(s), Comm, $1231256 or the entity upon behalf of which the person(s) acted, rnn 'n executed the instrument. u! • NOTARY 111111•CALIFORMA N Orange County I' Mr Conn. xpires August WITNESS my hand and official seal. n V Signature of Notary ublic OPTIONAL Though the information below is not required bylaw, 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: I Individual Corporate Officer Title(s): Partner — ❑ Limited ❑ General Attorney -in -Fact Trustee Guardian or Conservator Other: Signer Is Representing: RIGHT THUMBPRINT OF SIGNER oil Signer's Name: i Number of Pages: Individual Corporate Officer Title(s): Partner — ❑ Limited ❑ General Attorney -in -Fact Trustee Guardian or Conservator Other: Signer Is Representing: RIGHT THUMBPRINT OF SIGNER 0 1995 National Notary Association - 9236 Remmet Ave., P.O. Box 7194 - Canoga Park, CA 91309 -7184 Prod. No. 5907 Reoroer. Cell TdbFree 1-900- 9]8692] No. 0001875 :R INSURANCE Power of Attorney KNOW ALL MEN BY THESE PRESENTS: That The Explorer Insurance Company, a Corporation duly organized under the laws of the State of Arizona, does hereby appoint JAMES LEGAUX AND LEONARD EASTWOOD its true and lawful Attorney -in -Fact with authority to date, execute, sign, seal, and deliver on behalf of the Company, fidelity and surety bonds, undertakings, and other similar contracts of suretyship, and any related documents. IN WITNESS WHEREOF, the Company has caused these presents to be executed by its duly authorized officers this 16th day of January, 2001. 1NBllq oyeA�,e >nay'� °m w 6EAL0 0 V 9 ?D11P � e V John H. Craig, Assistant Secretary State of California County of San Diego THE EXPLORER INSURANCE COMPANY John L. Hannum, Executive Vice President On January 16, 2001, before me, Norma Porter, Notary Public, personally appeared John L. Hannum and John H. Craig, personally known to me to be the persons whose names are subscribed to the within instrument, and acknowledged to me that they executed the same in their authorized capacities, and that by their signatures on the instrument, the entity upon behalf of which the persons acted, executed the instrument. Witness my hand and official seat. IN RMA PORTER S JL� ) COMM. if 7257540 \' Y�Vt.it�v NOTARY PUBLIC- CALIFORNIA Inn U SAN D m'swon CIM rY • A - - y CommiSSton Expiros IA/1 /( ///'1'MrNA'�. MARCH 19, 2004 Norma Porter, Notary Public RESOLUTIONS This Power of Attorney is granted and is signed, sealed and notarized with facsimile signatures and seals under authority of the following resolutions adopted by the Board of Directors of the Company: "RESOLVED: That the President, an Executive or Senior Vice President of the Company, together with the Secretary or any Assistant Secretary, are hereby authorized to execute Powers of Attorney appointing the person(s) named as Attomey(s) -in -Fact to date, execute, sign, seal, and deliver on behalf of the Company, fidelity and surety bonds, undertakings, and other similar contracts of suretyship, and any related documents. RESOLVED FURTHER: That the signatures of the officers making the appointment, and the signature of any officer certifying the validity and current status of the appointment, may be facsimile representations of those signatures; and the signature and seal of any notary, and the seal of the Company, may be facsimile representations of those signatures and seals, and such facsimile representations shall have the same force and effect as if manually affixed. The facsimile representations referred to herein may be affixed by stamping, printing, typing, or photocopying." CERTIFICATE I, the undersigned, Assistant Secretary of The Explorer Insurance Company hereby certify that the foregoing Power of Attorney is in full force and effect, and has not been revoked, and that the above resolutions were duly adopted by the Board of Directors of the Company, and are now in full force. IN WITNESS WHEREOF, I have set my hand this 14 t h day of J E, t e is 0 2 I' = G 01 John H. Craig, Assistant Secretary To verify the authenticity of this Power of Attorney you may call 1- 800 - 877 -1111 and ask for the Surety Division. Please refer to the Power of Attorney Number, the above named individual(s) and details of the bond to which the power is attached. For information or filing claims, please contact Surety Claims, IC W Group, P.O. Box 85563, San Diego, CA 92186 -5563 or call (858) 350 -2400. PAGE 4 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BEACH RESTROOMS REHABILITATION - 15TH STREET, NEWPORT PIER, 58TH STREET AND ORANGE STREET CONTRACT NO. 3377 DESIGNATION OF SUBCONTRACTOR(S) State law requires the listing of all subcontractors who will perform work in an amount in excess of one -half of one percent of the Contractor's total bid. If a subcontractor is not listed, the Contractor represents that he /she is fully qualified to and will be responsible for performing that portion of the work. Substitution of subcontractors shall be made only in accordance with State law and /or the Standard Specifications for Public Works Construction, as applicable. Pursuant to Public Contract Code Section 22300 appropriate securities may be substituted for any monies to be withheld to ensure performance under the Contract. The Bidder, by signing this designation, certifies that bids from the following subcontractors have been used in formulating the bid for the project and that these subcontractors will be used subject to the approval of the Engineer and in accordance with State law. No changes may be made in these subcontractors except with prior approval of the City of Newport Beach. Subcontract Work Subcontractor Address -O'CC . E, C • o, J'D.y✓ 2. �e7c/4v_% /6^i PAGE 5 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BEACH RESTROOMS REHABILITATION - 15TH STREET, NEWPORT PIER, 58TH STREET AND ORANGE STREET CONTRACT NO. 3377 TECHNICAL ABILITY AND EXPERIENCE REFERENCES The undersigned submits herewith a statement of the work of similar character to that proposed herein which he /she has performed and successfully completed. Year Project Person Completed Name /Agencv To Contact 0,0/ C/L vv 2C Uzi c��L12- Telephone Number 'off B/S SS / —S /ZZ - 67�6 Bidder Authorized Signaturelfitle CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BEACH RESTROOMS REHABILITATION 15TH STREET, NEWPORT PIER, 58TH STREET AND ORANGE STREET CONTRACT NO. 3377 NON - COLLUSION AFFIDAVIT State of California ) ) ss. County of ) PAGE 6 being first duly sworn, deposes and says that he or she is of .35 �c7i ✓ >QU�rio�v , the party making the foregoing bid; that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that party making the foregoing bid; that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. I declare under penalty of perjury of the laws of the State of California that the foregoing is true and correct. Bidder Authorized Signature/Titl ®��d7 Subscribed and sworn to before me thi5:5eday o""' 2001. C&nnhdW #T2AX16 Notary Public Notoy y My Commission Expir Le ,hAtt,MA • PAGE 7 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BEACH RESTROOMS REHABILITATION -15TH STREET, NEWPORT PIER, 58TH STREET AND ORANGE STREET CONTRACT NO. 3377 NOTICE TO SUCCESSFUL BIDDER The following Contract Documents shall be executed and delivered to the Engineer within ten (10) days (not including Saturday, Sunday and Federal holidays) after the date of receipt Notice of Award to the successful bidder: • CONTRACT • LABOR AND MATERIALS PAYMENT BOND • FAITHFUL PERFORMANCE BOND The City of Newport Beach will not permit a substitute format for these Contract Documents. Bidders are advised to review their content with bonding, insuring and legal agents prior to submission of bid. Certificate(s) of Insurance, General Liability Insurance Endorsement, and Automobile Liability Insurance Endorsement shall be provided as required by the Contract documents and delivered to the Engineer within ten (10) days (not including Saturday, Sunday and Federal holidays) after the date of receipt Notice of Award to the successful bidder. The Labor and Materials Payment Bond and Faithful Performance Bond shall be issued by an insurance organization or surety (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, and (2) listed as an acceptable surety in the latest revision of the Federal Register Circular 570. Pursuant to Public Contract Code Section 22300, appropriate securities may be substituted for any monies to be withheld to ensure performance under the Contract. Insurance companies affording coverage shall be (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, and (2) assigned Policyholders' Rating A (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best's Key Rating Guide: Property - Casualty. Coverages shall be provided as specified in the Standard Specifications for Public Works Construction, except as modified by the Special Provisions. Certificates of Insurance and additional insured endorsements shall be on the insurance company's forms, fully executed and delivered with the Contract. The Notice to Proceed will not be issued until all contract documents have been received and approved by the City. • • PAGE 9 C. COMPENSATION As full compensation for the performance and completion of the Project as required by the Contract Documents, City shall pay to Contractor and Contractor accepts as full payment the sum of one hundred fifty -eight thousand and 001100 Dollars ($158,000.00). This compensation includes: (1) Any loss or damage arising from the nature of the work, (2) Any loss or damage arising from any unforeseen difficulties or obstructions in the performance of the work, (3) Any expense incurred as a result of any suspension or discontinuance of the work, but excludes any loss resulting from earthquakes of a magnitude in excess of 3.5 on the Richter Scale and tidal waves, and which loss or expense occurs prior to acceptance of the work by City. D. NOTICE OF CLAIMS Unless a shorter time is specified elsewhere in this Contract, before making its final request for payment under the Contract Documents, Contractor shall submit to City, in writing, all claims for compensation under or arising out of this Contract. Contractor's acceptance of the final payment shall constitute a waiver of all claims for compensation under or arising out of this Contract except those previously made in writing and identified by Contractor in writing as unsettled at the time of its final request for payment. E. WRITTEN NOTICE Any written notice required to be given under the Contract Documents shall be performed by depositing the same in the U.S. Mail, postage prepaid, directed to the address of Contractor and to City, addressed as follows: CITY City of Newport Beach Public Works Department 3300 Newport Boulevard Newport Beach, CA 92663 Attention: Lloyd Dalton (949) 644 -3328 BB CONSTRUCTION 117 N. Shamrock Ave. Monrovia, CA 91016 (626) 358 -3310 F. LABOR CODE 3700 LIABILITY INSURANCE Contractor, by executing this Contract, hereby certifies: "I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for Workers' Compensation or undertake self - insurance in accordance with the provisions of the Code, and I will comply with such provisions before commencing the performance of the work of this Contract." G. INSURANCE Insurance is to be placed with insurers with a Best's rating of no less than A:VII and insurers must be a California Admitted Insurance Company. Contractor shall furnish City with certificates of insurance and with original endorsements effecting coverage required by this Contract. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that • PAGE 10 insurer to bind coverage on its behalf. All certificates and endorsements are to be received and approved by City before work commences. City reserves the right to require complete, certified copies of all required insurance policies, at any time. Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by Contractor, his agents, representatives, employees or subcontractors. The cost of such insurance shall be included in Contractor's bid. 1. Minimum Scope of Insurance Coverage shall be at least as broad as: a) Insurance Services Office Commercial General Liability coverage "occurrence" form number CG 0001 (Edition 11/85) or Insurance Services Office form number GL 0002 (Edition 1/73) covering Comprehensive General Liability and Insurance Services Office form number GL 0404 covering Broad Form Comprehensive General Liability. b) Insurance Services Office Business Auto Coverage form number CA 0001 0187 covering Automobile Liability, code 1 "any auto" and endorsement CA 0029 1288 Changes in Business Auto and Truckers Coverage forms - Insured Contract. c) Workers' Compensation insurance as required by the Labor Code of the State of California and Employers Liability insurance. 2. Minimum Limits of Insurance Coverage limits shall be no less than: a) General Liability: $1,000,000.00 combined single limit per occurrence for bodily injury, personal injury and property damage. If Commercial Liability Insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. b) Automobile Liability: $1,000,000.00 combined single limit per accident for bodily injury and property damage. c) Workers' Compensation and Employers Liability: Workers' compensation limits as required by the Labor Code of the State of California and Employers Liability. 3. Deductibles and Self- Insured Retentions Any deductibles or self- insured retentions must be declared to and approved by City. At the option of City, either: the insurer shall reduce or eliminate such deductibles or self- insured retentions as respects City, its officers, officials, employees and volunteers; or Contractor shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses. ` • • PAGE 11 4. Other Insurance Provisions The policies are to contain, or be endorsed to contain, the following provisions: a) General Liability and Automobile Liability Coverages City, its officers, officials, employees and volunteers are to be covered as additional insureds as respects: liability arising out of activities performed by or on behalf of Contractor, including the insured's general supervision of Contractor; products and completed operations of Contractor; premises owned, occupied or used by Contractor; or automobiles owned, leased, hired or borrowed by Contractor. The coverage shall contain no special limitations on the scope of protection afforded to City, its officers, officials, employees or volunteers. ii. Contractor's insurance coverage shall be primary insurance and /or primary source of recovery as respects City, its officers, officials, employees and volunteers. Any insurance or self- insurance maintained by City, its officers, officials, employees and volunteers shall be excess of the Contractor's insurance and shall not contribute with it. iii. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to City, its officers, officials, employees and volunteers. iv. Contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. v. The insurance afforded by the policy for contractual liability shall include liability assumed by contractor under the indemnification /hold harmless provision contained in this Contract. b) Workers' Compensation and Employers Liability Coverage The insurer shall agree to waive all rights of subrogation against City, its officers, officials, employees and volunteers for losses arising from work performed by Contractor for City. c) All Coverages Each insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, canceled, rescinded by either party, reduced in coverage or in limits except after thirty (30) days' prior written notice by certified mail, return receipt requested, has been given to City. 5. Acts of God Pursuant to Public Contract Code Section 7105, Contractor shall not be responsible for the repairing and restoring damage to Work, when damage is determined to have been proximately caused by an Act of God, in excess of 5 percent of the Contract amount provided that the Work damaged is built in accordance with the plans and specifications. • • PAGE 12 6. Right to Stop Work for Non - Compliance City shall have the right to offer the Contractor to stop Work under this Agreement and /or withhold any payment(s) which become due to Contractor hereunder until Contractor demonstrates compliance with the requirements of this article. H. RESPONSIBILITY FOR DAMAGES OR INJURY City and all officers, employees and representatives thereof shall not be responsible in any manner: for any loss or damages that may happen to the Work or any part thereof; for any loss or damage to any of the materials or other things used or employed in performing the Work, for injury to or death of any person either workers or the public; or for damage to property from any cause arising from the construction of the work by Contractor, or its subcontractors, or its workers, or anyone employed by it. 2. Contractor shall be responsible for any liability imposed by law and for injuries to or death of any person or damage to property resulting from defects, obstructions or from any cause arising from Contractor's work on the Project, or the work of any subcontractor or supplier selected by the Contractor. 3. Contractor shall indemnify, hold harmless, and defend City, its officers and employees from and against (1) any and all loss, damages, liability, claims, allegations of liability, suits, costs and expenses for damages of any nature whatsoever, including, but not limited to, bodily injury, death, personal injury, property damages, or any other claims arising from any and all acts or omissions of Contractor, its employees, agents or subcontractors in the performance of services or work conducted or performed pursuant to this Contract; (2) use of improper materials in construction of the Work; or, (3) any and all claims asserted by Contractor's subcontractors or suppliers on the project, and shall include reasonable attorneys' fees and all other costs incurred in defending any such claim. Contractor shall not be required to indemnify City from the sole negligence or willful misconduct of City, its officers or employees. 4. To the extent authorized by law, as much of the money due Contractor under and by virtue of the Contract as shall be considered necessary by City may be retained by it until disposition has been made of such suits or claims for damages as aforesaid. 5. Nothing in this article, nor any other portion of the Contract Documents shall be construed as authorizing any award of attorneys' fees in any action to enforce the terms of this Contract, except to the extent provided for in H.3, above. 6. The rights and obligations set forth in this Article shall survive the termination of this Contract. EFFECT OF CONTRACTOR'S EXECUTION Execution of this Contract and all other Contract Documents by Contractor is a representation that Contractor has visited the Project Site, has become familiar with the local conditions under which the work is to be performed, and has correlated all relevant observations with the requirements of the Contract Documents. • • PAGE 13 CONFLICT If there is a conflict between provisions of this Contract and any other Contract Document, the provisions of this Contract shall prevail. K. WAIVER A waiver by City or any term, covenant, or condition in the Contract Documents shall not be deemed to be a waiver of any subsequent breach of the same or any other term, covenant or condition. IN WITNESS WHEREOF, the parties hereto have caused this contract to be executed the day and year first written above. ATTEST: CITY CLERK M�-GIIED AS TO FORM: CITY OF NEWPORT BEACH A Municipal Corporation By: �,: Mayor Garold B. Adams BB Construction Authorized Signa a and Title .ACOR0. CERTIFICA OF LIABILITY DATE (MM /DD/YY) INSUIONCE 1Q/03/2001 PRODUCER (818)623 -6850 FAX (819�M -6853, - " "- The Liberty Co. Ins. Services t _ 6180 Laurel Canyon Blvd. Suite #301 North Hollywood, CA 91606 UZ '-' -& :THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER./THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURED Bran o BorgU an Tom BTlaver -- BB Construction J'uck - 1; 117 N. Shamrock -� '�'1��... Monrovia, CA 91016 INSURER 'A Environmental & Casualty (Best A -g) 'iN`V RtR�_ ,Clarendon National (Best A -g) INSURER C. NSURER D' INSURER COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MMIDDM' POLICY EXPIRATION DATE MM/ODM/ LIMITS GENERAL LIABILITY GL57319402 06/17/2001 06/17/2002 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY FIRE DAMAGE (Any nne fire) $ 50,000 CLAIMS MADE a OCCUR MED EXP (Any one person) $ 1,000 A X Owners & Contracto PERSONAL& ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2,000,000 POLICY PRO JECT LOC AUTOMOBILE LIABILITY ANY AUTO PA10102620 07/13/2001 07/13/2002 COMBINED SINGLE LIMIT (Es amdent) $ 1,000,000 BODILY INJURY (Par person) $ B ALL OWNED AUTOS SCHEDULED AUTOS X BODILY INJURY (Per accident) $ HIREDAUTOS NON-OWNED AUTOS PROPERTY DAMAGE (Per acadent) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO $ AUTO ONLY AGG EXCESS LIABILITY EACH OCCURRENCE $ OCCUR M CLAIMS MADE AGGREGATE $ S S DEDUCTIBLE $ RETENTION S WORKERS COMPENSATION AND EMPLOYERS' LIABILITY TORY LIMITS ER El EACH ACCIDENT S EL DISEASE - EA EMPLOYE $ EL DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONSILOCA'nONSNEHICLES /EXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS City of Newport Beach, its officers, officials, employees & volunteers are named addl insds as respects GL & auto arising out of insds operation *10 day notice of cancel in the event of non payment of premium *Re; Beach Restrooms Rehabilitation -15th St, Newport Pier, 58th St & Orange Contract #3377 **ENDORSEMENTS ATTACHED ** I.MINI n,C nVLVCn I I ADDITIONAL INBUKLU: INSUKLK LLTTLK City of Newport Beach Public Works Department 3300 Newport Blvd Attn: Lloyd Dalton Newport Beach, CA 92663 ray. rDiaol6aa -Qinit SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL i;rXA(X901ft MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, xoomxxowouw&xmxKxo Df dk7 EliXXXO M)(XIY)§BIXdWOb%Xvtx➢DGl(IXi(X City of Newport Beach Certificate issued to City of Newport Beach 10/03/2001 The Liberty Co. Ins. Services , „ ,,,, ,,,.,., POLICY NUMBER: CGL57319402 COMMERCIAL GENERAL LIABILITY NAMED INSURED: BB CONSTRUCTION THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED -- OWNERS, LESSEES OR CONTRACTORS (FORM B) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE: Name of Person or Organization: CITY OF NEWPORT BEACH, ITS OFFICERS, OFFICIALS, EMPLOYEES & VOLUNTEERS PUBLIC WORKS DEPARTMENT 3300 NEWPORT BLVD NEWPORT BEACH, CA 92663 *RE: BEACH RESTROOMS REHABILITATION -1STH ST. NEWPORT PIER, S8TH ST & ORANGE CONTRACT #3377 (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" for that insured by or for you. THE COVERAGE UNDER THIS POLICY IS PRIMARY INSURANCE AND ANY INSURANCE MAINTAINED BY THE ADDITIONAL INSURED SHALL BE EXCESS OF AND NON- CONTRIBUTORY 10/22/2001 MON 15:50 FAX 9252440190 AMCOM INS 10 002 ac�ca¢zsa� • • BB CONSTRUCTION BRF PA10102620 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - DESIGNATED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIER COVERAGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Farm apply unless modified by the endorsement. SCHEDULE Name of Person or Organization: CITY OF NEWPORT SEACE /PUELTT WORKS DEPT. Description of Operations or Services: Location: ATTN: LLOYD DALTON 3300 NEWPORT BLVD NEWPORT BEACH CA 92663 Description of Covered "Autos ": Per Schedule on file with company (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) The WHO IS AN INSURED provision under LIABILITY COVERAGE is changed to include as an "insured" the person or organization shown in the Schedule, but only with respect to liability arising out of: 1, Your operations or services performed for that person or organization at the location shown in thA Schedule; or 2. The ownership, maintenance or use of the covered "autos" described in the Schedule. A person's or organization's status as an additional insured under this endorsement ends when: 1. Your operations or services performed for that person or organization are completed; or 2. That person's or organization's interest in the described "auto" ends. 160156(2 -98) Includes copyrighted material of Insurance Services Office. Inc., with its permission. Copyright, Insurance Services Office, Inc., 1984, 1996 zxsmrzo 0 POLICY NUMBER: CGL57319402 COMMERCIAL GENERAL LIABILITY NAMED INSURED:Branko Borgudan & Tom Bilaver THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED -- OWNERS, LESSEES OR CONTRACTORS (FORM B) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE: *RE: BEACH RESTROOMS REHABILITATION 15TH ST, NEWPORT PIER 58TH ST & ORANGE CONTRACT #3377 Name of Person or Organization: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 NEWPORT BLVD NEWPORT BEACH, CA 92663 (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section 11) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" for that insured by or for you. CG 20 10 11 85 Copyright. Insurance Services Office. Inc. 1984 SENT BY: THE LIBERTY COMPANY; 8188238851; OCT -28 -011 2:01PM; PAGE 4/4 .. _�,. w••.�� a•..n a 4U].fl0 AMCOR INS Q002 an4Caaasa� as CONSTRUCTION PA,b0102520 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY, ADDITIONAL INSURED " DESIONATED PERSON OR ORGANIZATION This endorsement modiries Insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE(.' OVERAGE FORM MOTOR CARRIER COVERAGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided try this endomenlemrt, tlra provis(ons of the Coverage Form ep;ly unlass mndlflud by the andomement. SCHEDULE Name of person ar Organization: CITY Or 7A "OUT 1I.aArR /PmLTT Wo=2 DRIFT. ITS OFFICERS, OFFICIALS, EMPLOY}FS AND VOLUNTF.FAS Dsacrlpdon of Opom ions or Services: Locatinv: A`L"t'N: LLOYD DALTCW 3300 N&W AT BLVD NVWORT L<WXRf CA 92663 Uescr(pt(on of COVared "Autos ": Per ac!U*du1m on A11s with rcm9emy (If no entry appears above, inforrnatlon raqulred to complete this sndorsmrnant will be shown In the Declarations as appiiosirte to this endorsement) The WHO iS AN INSURED provision under LIABILITY (',OVF_•RAGL`. is chranbed to Include as an " Insured" the peramm or oiVanlzmtion shown in the Scheduls, but only with respect to liability arising out of: t. Your operations or aervirm performed for that person or organization at the Iocotiorr, shown in the Schedule; or 2. The ownership, melntenenoe or use of the covered " mutos" described in the schedule_ A person's or orgamCtation's status as an addttlonal Insured under this endorsement ends when: 1. Your operatlons or servloes perforated for that parson or organization are oompletad: or 2. Thai parson's ororganiz &1hon's Interest in the described "etAd, ends, 100158 (2 -98) Inehuies Onpyrightod mtertal of InsutenOw Services Office. Inc., waft Its prarmisslon, Copyright, Insurance Services Ofte, Inv., 1984, 1996 :omW STATE P.O. BOX 420807, SAN FRANCISCO, CA 94142 -0807 COMPENSATION I N S U R A N C E FUND CERTIFICATE OF WORKERS' COMPENSATION INSURANCE OCTOBER 12, 2001 POLICY NUMBER: 1408?87 - 01 CERTIFICATE EXPIRES: 4 -1-02 f— CITY OF NEWPORT BEACH PUBLIC WORKS DEPT 3300 NEWPORT BLVD NEWPORT BEACH CA 92663 L This is to certify that we have issued a valid Workers' Compensation insurance policy in a form approved by the California Insurance Commissioner to the employer named below for the policy period indicated. This policy is not subject to cancellation by the Fund except upon teWays' advance written notice to the employer. We will also give you To days' advance notice should this policy be cancelled prior to its normal expiration. This certificate of insurance is not an insurance policy and does not amend, extend or alter the coverage afforded by the policies listed herein. Notwithstanding any requirement, term, or condition of any contract or other document with respect to which this certificate of insurance may be issued or may pertain, the insurance afforded by the policies described herein is subject to all the terms, exclusions and conditions of such policies. AUTHORIZED REPRESENTATIVE PRESIDENT EMPLOYER'S LIABILITY LIMIT INCLUDING DEFENSE COSTS: $1,000,000 PER 3CCURRENCE, ENDORSEMENT #2065 ENTITLED CERTIFICATE HOLDERS' NOTICE EFFECTIVE 04/01/01 IS ATTACHED TO AND FORMS A PART OF THIS POLICY. ENDORSEMENT #2570 ENTITLED WAIVER OF SUBROGATION EFFECTIVE - 10/11/01 IS ATTACHED TO AND FORMS A PART OF THIS POLICY. THIRD PARTY NAME: CITY OF NEWPORT BEACH EMPLOYER F- BRANKO BORGUDAN & BILAVER TOMISLAV PARTNERS DBA B B CONSTRUCTION 117 N SHAMROCK AVE MONROVIA CA 91016 cn L li ly.IA EW Ill Aif49e\ i9:1NLl I:150 ]J— &INei:TlIII 11k1• =�I�r:.z: OCT -26 -2001 FRI 09:23 AM • FAX NO, • P. 15/21 CERTIFICATE OF INSURANCE CHECKLIST CITY OF NEWPORT BEACH THIS CHECKLIST IS COMPRISED OF REQUIREMENTS AS OUTLINED ABY THE CITY OF NEWPORT BEACH. DATE RECEIVED: IO DEPARTMENT /CONTACT RECEIVED FROM: DATE COMPLETED: lD '01l� SENT TO: k4an/411/Ji BY: CGLCC�� COMPANY/PERSON REQUIRED TO HAVE CERTIFICATE: I. GENERAL LIABILITY: A. INSURANCE COMPANY: _&J&6, YnZn1 B. AM BEST RATING (A VII or greater): C. ADMITTED COMPANY: ( Must be California Admitted) Is company q0mittedin California? Yes_ No_ D. LIMITS: (Must be $1,000,000 or greater) What is limit provided? § 10 4 E. PRODUCTS AND COMPLETED OPERATIONS: (Must Include) Is it included? Yes No` F. ADDITIONAL INSURDED WORDING TO INCLUDE: ( The City its officers, agents, officials, employees and volunteers). Is it included? Yes ✓ No_ G. PRIMARY AND NON CONTRIBUTORY WORDING: (Must be included) Is it included? Yes No_ H. CAUTION! ( Confirm that loss or liability of the Named insured is not limited solely by their negligence.) Does endorsement include "solely by negligence" wording? Yes_ No ✓ I. NOTIFICATION OF CANCELLATION: Although there is a provision that requires notification of cancellation by certified mail; per Lauren Farley the City will accept the endeavor wording. 11. AUTOMOBILE LIABILITY: A. INSURANCE COMPANY: 11mi/ B. AM BEST RATING (A VII or greater):. A,a C. ADMITTED COMPANY: ( MUST BE CALIFORNIA ADMITTED) Is company admitted? Yes 654 No D. LIMITS: ( Must be $1,000,000 minimum BI & PD and $500,000 UM) What is limits rovided? 60 E. ADDITIONAL INSURED WORDING TO INCLUDE: (The City its officers ,agents, officials, employees and volunteers). Is it included? Yes ✓ No F. PRIMARY AND NON CONTRIBUTORY WORDING: (For Waste Haulers Only). Is it included? Yes v✓ No_ G. NOTIFICATION OF CANCELLATION: Although there is a provision that requires notification of cancellation by certified mail; per Lauren Farley the City will accept the endeavor wording. III. WORKERS COMPENSATION- A. �— INSURANCE COMPANY:' OMPANY: B. AM BEST RATING (A VII or greater) C. LIMITS: Statutory / D. WAVIER OF SUBROGATION: (To include). is it included? Yes >J No_ HAVE ALL ABOVE REQUIREMENTS BEEN MET? Yes ✓ No IF NO. WHICH ITEMS NEED TO BF COMPLRTRD? Rwt ;7)A 17 i //7 1.,1, Z. Cr 10/22/2001 16:10 8186236876 THE LIBERTY CO C, J THE LIBERTY COMPANY Insurance Services To: City of Newport Beach Date: 10/22/2001 Fax #: 949/644 -3308 Num of Pa es: Attn: Shawna From: Cheryll Kerr Pol 4 PA 10 1 02620/BB Construction Please call 818- 623 -6850 if you do not receive all of the pages. PAGE 01 Attached are the additional insured certificate and endorsements (GL and Auto) for the above mentioned insured. The originals are in the mail. Thank you for your pati6nce, Cheryll Kerr 6180 Laurel Canyon Blvd Suite 11301 North Hollywood, CA 91606. Tel: 818 -623 -6850/ Pax: 818- 623 -6851 California License Number; OBI 7003 PR1of1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROPOSAL BEACH RESTROOMS REHABILITATION — 15T" STREET, NEWPORT PIER, 58 STREET, AND ORANGE STREET CONTRACT NO. 3377 To the Honorable City Council City of Newport Beach 3300 Newport Boulevard, P. O. Box 1768 Newport Beach, California 92663 -8915 Gentlemen: The undersigned declares that he has carefully examined the location of the work, has read the Instructions to the Bidders, has examined the Plans and Special Provisions, and hereby proposes to furnish all materials except that material supplied by the City and shall perform all work required to complete Contract No. 3377 in accordance with the Plans and Special Provisions, and will take in full payment therefore the following unit prices for the work, complete in place, to wit: ITEM QUANTITY ITEM DESCRIPTION AND UNIT TOTAL AND UNIT PRICE WRITTEN IN WORDS PRICE Lump Sum Rehabilitate 15`h Street Restroom Dollars and Cents $ .g oo . o<> Per Lump Sum Lump Sum Rehabilitate Newport Pier Restroom lorogry IA-60II& " Dollars and /. 2� Cents $ 7�l"/ OCIP. oc> Per Lump Sum Lump Sum Rehabilitate 58th Street Restroom 7'Gii2f17 @ 7/�oalesri� Dollars and 2A1t2 Cents $ 3o, Ooo . p0 Per Lump Sum 0 0 PR2of2 ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE 4. Lump Sum Rehabilitate Orange Street Restroom �sin2Ty @ TVvwaai Dollars and 2 €4O Cents Per Lump Sum TOTAL PRICE IN WRITTEN WORDS: and F 24'7Qo Cents $ /S8, Oov. oa Total Price (Figures) Date Bidder 626 - 358 -3 3/p 626 - 303 -Gi7ic-> Bidder's Telephone and Fax Numbers Bidder's Authori d Signature and Title %63 068 A , !?, 117,v ✓�+7rr�oc�cU, Mdv/�oUr�9 Bidder's License No(s). Bidder's Address and Classification(s) 1, r • • PUBLIC WORKS DEPARTMENT INDEX FOR SPECIAL PROVISIONS BEACH RESTROOM REHABILITATION —15TH STREET. NEWPORT PIER. 58TH STREET AND ORANGE STREET CONTRACT NO. 3377 INTRODUCTION PART 1 - -- GENERAL PROVISIONS SECTION 2 SCOPE AND CONTROL OF THE WORK 1 2 -5 SHOP DRAWINGS AND SUBMITTALS 1 2 -5.3 General 1 2 -6 WORK TO BE DONE 2 SECTION 3 CHANGES IN WORK 2 3 -3 EXTRA WORK 2 3 -2.2 Payment 2 3 -3.2.3 Markup 2 SECTION 4 CONTROL OF MATERIALS 2 4 -1 MATERIALS AND WORKMANSHIP 2 4 -1.3 Inspection Requirements 2 4 -1.3.4 Inspection and Testing 2 SECTION 6 PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 3 6 -1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK 3 6 -7 TIME OF COMPLETION 3 6 -7.1 General 3 6 -7.2 Working Days 3 6 -7.4 Working Hours 4 SECTION 7 RESPONSIBILITIES OF THE CONTRACTOR 4 7 -7 COOPERATION AND COLLATERAL WORK 4 7 -8 PROJECT SITE MAINTENANCE 4 7 -8.5 Temporary Light, Power and Water 7 -8.6 Water Pollution Control 7 -10 PUBLIC CONVENIENCE AND SAFETY 7 -10.1 Traffic and Access 7 -10.2 Storage of Equipment and Materials in Public Streets 7 -10.4 Public Safety 7- 10.4.1 Safety Orders 7 -10.5 "No Parking" Signs 7 -15 CONTRACTOR LICENSES 7 -16 CONTRACTOR'S RECORDS /AS BUILT DRAWINGS SECTION 9 MEASUREMENT AND PAYMENT 9 -3 PAYMENT 9 -3.1 General PART 3 - -- CONSTRUCTION METHODS SECTION 300 EARTHWORK 300 -1 CLEARING AND GRUBBING 300 -1.3 Removal and Disposal of Materials 300 -1.3.1 General 300 -1.5 Solid Waste Diversion BUILDING TECHNICAL SPECIFICATIONS 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 .. • • SP 1 OF 6 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS BEACH RESTROOM REHABILITATION: 15TH STREET, NEWPORT PIER, 58TH STREET AND ORANGE STREET CONTRACT NO. 3377 INTRODUCTION All work necessary for the completion of this contract shall be done in accord with (1) these Special Provisions; (2) the Plans (Drawing No. B- 5173 -S); (3) the City's Standard Special Provisions and Standard Drawings for Public Works Construction, (1994 edition), including Supplements; (4) the Standard Specifications for Public Works Construction (1997 edition), including supplements; and (5) the 1998 California Building Code. Copies of the Standard Special Provisions and Standard Drawings may be purchased at the Public Works Department. Copies of the Standard Specifications may be purchased from Building News, Inc., 3055 Overland Avenue, Los Angeles, California, 90034, telephone (310) 202 -7775. The following Special Provisions supplement or modify the Standard Specifications for Public Works Construction as referenced and stated hereinafter: PART 1 GENERAL PROVISIONS SECTION 2-- -SCOPE AND CONTROL OF THE WORK 2 -5 SHOP DRAWINGS AND SUBMITTALS 2 -5.3 General. Change the first paragraph to read, "Shop drawings and submittals, including duplicate samples showing full color range available, shall be provided at the Contractor's expense." • 0 :. SP2O176 2 -6 WORK TO BE DONE. Add to this section, `The work necessary for the completion of this contract consists of rehabilitating certain items in the 15th Street, Newport Pier, 58th Street, and Orange Street beach restrooms." SECTION 3 - -- CHANGES IN WORK 3 -3 EXTRA WORK 3 -3.2 Payment 3 -3.2.3 Markup Replace this section with," (a) Work by Contractor. The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profits: 1) Labor ............. ............................... 20 2) Materials ........ ............................... 15 3) Equipment Rental ........................... 15 4) Other Items and Expenditures ........... 15 To the sum of the costs and markups provided for in this subsection, 1 percent shall be added for compensation for bonding. (b) Work by Subcontractor. When all or any part of the extra work is performed by a Subcontractor, the markup established in 3- 3.2.3(a) shall be applied to the Subcontractor's actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor. This Section only applies to work in excess of the estimated quantities shown in the Proposal." SECTION 4 - -- CONTROL OF MATERIALS 4 -1 MATERIALS AND WORKMANSHIP 4 -1.3 Inspection Requirements 4 -1.3.4 Inspection and Testing. All material and articles furnished by the Contractor shall be subject to rigid inspection, and no material or article shall be used in the work until it has been inspected and accepted by the Engineer. The Contractor shall furnish the Engineer full information as to the progress of the work in its various parts and shall give the Engineer timely (48 hours minimum) notice of the Contractor's readiness for inspection. The Engineer shall select an independent testing laboratory and pay for all testing as specified in the various sections of the Standard Special Provisions and these Special SP3OF6 Provisions. When, in the opinion of the Engineer, additional tests and retesting due to failed tests or inspections are required because of unsatisfactory results in the manner in which the Contractor executed his work, such tests and inspections shall be paid for by the Contractor. SECTION 6 - -- PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 6 -1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK. Add to this section, 'The Contractor shall submit a construction schedule to the Engineer for approval at least 5 working days prior to the desired day for starting work. The schedule may be bar chart or CPM style. The Engineer will review the schedule and may require the Contractor to modify the schedule to conform to the requirements of the Contract Documents. Work shall not begin until the schedule has been approved by the Engineer. If work falls behind the approved schedule, the Contractor shall be prohibited from starting additional work until he has exerted extra effort to meet his original schedule and has demonstrated that he will be able to maintain his approved schedule in the future. Such stoppages of work shall in no way relieve the Contractor from his overall time of completion requirement, nor shall it be constructed as the basis for payment of extra work because additional personnel and equipment were required on the job. The term "work" as used herein shall include furnishing acceptable contract documents; mobilization; providing, maintaining and removing enclosed toilets and traffic controls; demolition; construction; disposal; demobilization; cleanup; etc." 6 -7 TIME OF COMPLETION 6 -7.1 General. Add to this section, "The Contractor shall complete all work under the Contract within 80 consecutive working days from the date of award of contract. Award of contract is anticipated to occur on October 9, 2001. Work at each restroom shall be completed within 20 consecutive working days. Once work commences at a restroom, it shall continue full time at that restroom during each following working day until all work at that restroom has been fully completed. The intent of these provisions is to emphasize to the Contractor the importance of prosecuting the work in an orderly, preplanned, continuous sequence so as to minimize the number of days the restroom is not available for public use. The Contractor shall ensure the availability of all material prior to the start of work. Unavailability of material will not be sufficient reason to grant the Contractor an extension of time for 100 percent completion of work." 6 -7.2 Working Days. Revise 3) to read, "any City holiday, defined as January 1st, the third Monday in January (Martin Luther King Day), the third Monday in February 0 • SP4OF6 (President's Day), the last Monday in May (Memorial Day), July 4th, the first Monday in September (Labor Day), November 11th (Veterans Day), the fourth Thursday in November (Thanksgiving), December 24th (Christmas Eve), December 25th (Christmas), and December 31st (New Years Eve). If January 1st, July 4th, November 11 th or December 25th falls on a Sunday, the following Monday is a holiday." 6 -7.4 Working Hours. Normal working hours are limited to 7:00 a.m. to 4:30 p.m. Monday through Thursday and 7:00 a.m. to 3:30 on Fridays. Should the Contractor elect to work up to 6:30 p.m. on weekdays or between 8:00 a.m. and 6:00 p.m. on Saturdays, he must first obtain approval from the Engineer. A request for working during any of these hours must be made at least 72 hours in advance of the desired time period. A separate request must be made for each work shift. The Engineer reserves the right to deny any or all such requests. Additionally, the Contractor shall pay for supplemental inspection costs of $50.00 per hour when such time periods are approved. SECTION 7 - -- RESPONSIBILITIES OF THE CONTRACTOR 7 -5 PERMITS. Replace this section with, "The project is "permit- ready' (PC 0410- 2001). The Contractor shall obtain the construction permit from the City of Newport Beach's Building Department. Building Department plan check and construction inspection fees will be waived." 7 -7 COOPERATION AND COLLATERAL WORK. Add to this section, "City forces will perform all shut downs of water facilities as required. The Contractor shall give the City seven calendar days notice of the time he desires the shut down of facilities to take place. 7 -8 PROJECT SITE MAINTENANCE 7 -8.4 Sanitation. Add to this section, "The Contractor shall furnish and maintain enclosed toilets at each site for public use. One toilet shall be provided for each restroom fixture that is rendered unusable due to the work, until that time when the new restroom fixtures are accepted for public use by the Engineer. At least one toilet at each site and its path of travel shall be handicap - accessible. The toilets shall be placed in locations which are acceptable to the Engineer." 7 -8.5 Temporary Light, Power, and Water. Replace this section with, "The Contractor may use restroom water and power free of charge. The Contractor shall be responsible for maintaining water and power at the sites until completion of work." 7 -8.6 Water Pollution Control. Add to this section, "Surface runoff water containing mud, silt or other deleterious material due to the construction of this project shall be treated by filtration or retention in settling basin(s) sufficient to prevent such material from migrating into catch basins or the bay." 0 0 SP5OF6 7 -10 PUBLIC CONVENIENCE AND SAFETY 7 -10.2 Storage of Equipment and Materials in Public Streets. Delete the first paragraph and add, "The Contractor's equipment and materials shall be stored only within the area designated by the Engineer." 7 -10.4 Public Safety 7- 10.4 -1 Safety Orders. Add to this section, "The Contractor shall be solely and completely responsible for conditions of the job -site, including safety of all persons and property during performance of the work. The Contractor shall fully comply with all State, Federal and other laws, rules, regulations, and orders relating to the safety of the public and workers. The right of the Engineer or the City's Representative to conduct construction review or observation of the Contractor's performance shall not include review or observation of the adequacy of the Contractor's safety measures in, on, or near the construction site." 7 -10.5 "No Parking" Signs. The Contractor shall furnish, install, and maintain in place "NO PARKING -TOW AWAY" signs (even if streets have posted "NO PARKING" signs) which he shall post at least forty -eight hours in advance of the need for enforcement. In addition, it shall be the Contractor's responsibility to notify the City's Police Department, Traffic Division at (949) 644 -3717, for verification of posting at least forty -eight hours in advance of the need for enforcement. The signs shall (1) be made of white card stock; (2) have minimum dimensions of 12- inches wide and 18- inches high; and (3) be similar in design and color to sign R -38 of the CalTrans Uniform Sign Chart. The Contractor shall print the hours and dates of parking restriction on the "NO PARKING -TOW AWAY" sign in 2 -inch high letters and numbers. A sample of the completed sign shall be reviewed and approved by the Engineer prior to posting. 7 -15 CONTRACTOR'S LICENSES. At the time of the award and until completion of work, the Contractor shall possess a General Building Contractor "B" License. At the start of work and until completion of work, the Contractor shall possess a Business License issued by the City of Newport Beach. 7 -16 CONTRACTOR'S RECORDS /AS BUILT DRAWINGS. A stamped set of approved plans and specifications shall be on the job site at all times. In addition, the Contractor shall maintain "As- Built" drawings of all work as the job progresses. A separate set of drawings shall be maintained for this purpose. These drawings shall be up -to -date and so certified by the Engineer at the time each progress bill is submitted. Upon completion of the project, the Contractor shall provide the "As- Built" correction drawings to the Engineer. The correction drawings shall be verified by the Engineer prior to final payment or release of bonds. 0 01 SP6OF6. SECTION 9 - -- MEASUREMENT AND PAYMENT 9 -3 PAYMENT 9 -3.1 General. Revise paragraph two to read, "The unit and lump sum prices bid for each item of work shown on the proposed shall include full compensation for furnishing the labor, materials, tools, and equipment and doing all the work to complete the work in place and no other compensation will be allowed thereafter. Payment for incidental items of work not separately listed shall be included in the prices shown for the other related items of work. PART 3 CONSTRUCTION METHODS SECTION 300 - -- EARTHWORK 300 -1 CLEARING AND GRUBBING 300 -1.3 Removal and Disposal of Materials 300 -1.3.1 General. Add to this section, 'The work shall be done in accordance with Section 300 -1.3.2 of the Standard Specifications except as modified and supplemented herein. Joins to existing pavement lines shall be full depth sawcuts. Final removal between the sawcut lines may be accomplished by the use of jackhammers or sledgehammers. Pavement breakers or stoppers will not be permitted on the job. The Engineer must approve final removal accomplished by other means. The Contractor shall maintain the job site in a clean and safe condition. The Contractor will remove any broken concrete, debris or other deleterious material from the job site at the end of each work day." 300 -1.5 Solid Waste Diversion. Non - reinforced concrete and masonry wastes generated from the job site shall be disposed of at a facility which crushes such materials for reuse. Excess soil and other recyclable solid wastes shall not be disposed of at a sanitary landfill. The Contractor shall maintain monthly tonnage records of total solid wastes generated and solid wastes disposed of at a sanitary landfill. The Contractor shall report said tonnage monthly to the Engineer on a form provided by the Engineer. The Contractor shall fully comply with the following BUILDING TECHNICAL SPECIFICATIONS which augment, but are not referenced to, sections of the Standard Specifications for Public Works Construction BEACH RESTROOM REHABILITATION — 151h STREET, NEWPORT PIER, 58TH STREET AND ORANGE STREET CONTRACT NO. 3377 BUILDING TECHNICAL SPECIFICATIONS TABLE OF CONTENTS DIVISION 2 - SITEWORK 02060 Demolition 1- 2 02200 Earthwork 1- 5 02514 Portland Cement Concrete Paving 1- 5 DIVISION 3 - CONCRETE 03200 Reinforcing Steel 1- 2 03300 Cast in Place Concrete 1- 3 DIVISION 4 - MASONRY 04200 Unit Masonry 1- 3 DIVISION 5 - METALS 05720 Handrails and railings 1- 7 DIVISION 6 - WOOD AND PLASTICS 06200 Finish Carpentry 1- 3 DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07900 Sealants 1- 4 DIVISION 8 - DOORS AND WINDOWS 08110 Steel Doors / Frames 1- 3 08200 Wood Doors 1- 3 08700 Finish Hardware 1- 5 DIVISION 9 - FINISHES 09250 Gypsum Drywall 1- 3 09300 Ceramic Tile 1- 4 Contents Page 1 of 2 0 0 09801 Special Coatings — Pigmented Anti - Graffiti 1 - 3 09900 Painting 1- 6 DIVISION 10 - SPECIALTIES 10160 Toilet Partitions 1- 3 10400 Identifying Devices 1- 2 10800 Toilet and Bath Accessories I - 2 DIVISION 11 - EQUIPMENT (Not Used) DIVISION 12 - FURNISHINGS (Not Used) DIVISION 13 - SPECIAL CONSTRUCTION (Not Used) DNISION 14 - CONVEYING SYSTEMS (Not Used) DIVISION 15 - MECHANICAL 15400 Plumbing 1- 6 DIVISION 16 - ELECTRICAL 16000 Electrical END OF TABLE OF CONTENTS 1- 7 Contents Page 2 of 2 • • SECTION 02060 - DEMOLITION PART 1 - GENERAL 1.01 RELATED DOCUMENTS Drawings and general provisions of the Contract, including the Standard Specifications for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION OF WORK: A. Extent of building demolition work is shown on drawings. 1.03 JOB CONDITIONS: A. Explosives: Use of explosives will not be permitted. B. Traffic: Conduct demolition operations and removal of debris to ensure minimum interference with roads, streets, walks and other adjacent occupied or used facilities. C. Protections: Ensure safe passage of persons around area of demolition. Conduct operations to prevent injury to adjacent buildings, structures, other facilities and persons. 1. Provide interior and exterior shoring, bracing or support to prevent movement, settlement or collapse of adjacent facilities to remain. D. Damages: Promptly repair damages caused to adjacent facilities by demolition operations at no cost to CITY. E. Utility Services: Maintain existing utilities indicated to remain, keep in service and protect against damage during demolition operations. 1. Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by authorities having jurisdiction. Provide temporary services during interruptions to existing utilities, as acceptable to governing authorities. PART 2 - PRODUCTS -- Not Applicable. ART 3- EXECUTION 3.01 DEMOLITION: 02060 Page 1 of 2 0 0 A. Clean adjacent structures and improvements of dust, dirt and debris caused by demolition operations, as directed by Architect or governing authorities. Return adjacent areas to condition existing prior to start of work. B. Demolish building as indicated on drawings and remove from site. Use such methods as required to complete work within limitations of governing regulations. C. Asbestos and hazardous materials demolition is not a part of this contract. Notify CITY immediately if hazardous materials or conditions are encountered. 3.02 DISPOSAL OF DEMOLISHED MATERIAL: A. General: Remove from site all debris, rubbish and other materials resulting from demolition operations unless otherwise requested by CITY or items scheduled for re -use. 1. Burning of removed materials from demolition operations will not be permitted on site. 2. Transport materials removed from demolition operations and dispose of off site. No overnight storage of demolition stockpiles will be permitted. END OF SECTION 02060 02060 Page 2 of 2 0 0 SECTION 02200 - EARTHWORK PART 1- GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Specifications for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION OF WORK: The extent of earthwork is shown on drawings including: 1. Demolition and excavation for footings 2. Preparation of sub grade for walk and ramp slabs, walks, footings, landscape areas and pavements. 3. Filling and backfilling excavations. 4. Re- grading for proper installation of new walkways and adjustment of existing slope to conform to existing CITY standards. 1.03 QUALITY ASSURANCE: A. Codes and Standards: Perform excavation work in compliance with applicable requirements of governing authorities having jurisdiction. 1.04 JOB CONDITIONS: A. Existing Utilities: Locate existing underground utilities in areas of work. if utilities are to remain in place, provide adequate means of protection during earthwork operations. Should uncharted, or incorrectly charted, piping or other utilities be encountered during excavation, consult Engineer immediately for directions. Cooperate with Engineer and utility companies in keeping respective services and facilities in operation. Repair damaged utilities to satisfaction of Engineer. B. Protection of Persons and Property: Barricade open excavations occurring as part of this work and post with warning flashers. Operate warning flashers as recommended by authorities having jurisdiction. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout and other hazards created by earthwork operations. ART2- PRODUCTS 2.01 SOIL MATERIALS: A. Definitions: 02200 Page 1 of 5 0 1. Satisfactory soil materials are defined as those complying with American Association of State Highway and Transportation Officials ( AASHTO) M145, soil classification Groups A -1, A -24, A -2 -5, and A -3. 2. Unsatisfactory soil materials are those defined in AASHTO M145 soil classification Groups A -2 -6, A -2 -7, A -4, A -5, A -6, and A -7; also, peat and other highly organic soils. 3. Sub base Material: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, crushed slag, natural or crushed sand, as approved per submittal to the engineer. 4. Backfill and Fill Materials: Satisfactory soil materials free of clay, rock or gravel larger than 2" in any dimension, debris, waste, vegetation and other deterious matter. PART 3 - EXECUTION 3.01 EXCAVATION: Excavation consists of removal and disposal of material encountered when establishing required finish grade elevations. A. Earth excavation includes removal and disposal of pavements and other obstructions visible on ground surface, underground structures and utilities indicated to be demolished and removed, material of any classification indicated in data on subsurface conditions, and other materials encountered that are not classified as unauthorized excavation. B. Unauthorized excavation consists of removal of materials beyond indicated sub grade elevations or dimensions without specific direction of Engineer. Unauthorized excavation, as well as remedial work directed by Engineer, shall be at Contractor's expense. C. Stability of Excavations: Slope sides of excavations to comply with local codes and ordinances having jurisdiction. Shore and brace where sloping is not possible because of space restrictions or stability of material excavated. Maintain sides and slopes of excavations in safe condition until completion of backfilling. D. Shoring and Bracing: Provide materials for shoring and bracing, such as sheet piling, uprights, stringers and cross - braces, in good serviceable condition. Establish requirements for trench shoring and bracing to comply with local codes and authorities having jurisdiction. Maintain shoring and bracing in excavations regardless of time period excavations will be open. Carry down shoring and bracing as excavation progresses. E. Dewatering: Prevent surface water and subsurface or groundwater from flowing into excavations and from flooding project site and surrounding area. Do not allow water to accumulate in excavations. Remove water to prevent softening of foundation bottoms, 02200 Page 2 of 5 • • undercutting footings, and soil changes detrimental to stability of sub grades and foundations. Provide and maintain pumps, well points, sumps, suction and discharge lines, and other dewatering system components necessary to convey water away from excavations. Convey water removed from excavations and rainwater to collecting or runoff areas. Establish and maintain temporary drainage ditches and other diversions outside excavation limits for each structure. Do not use trench excavations as temporary drainage ditches. F. Material Storage: Stockpile satisfactory excavated materials where directed, until required for backfill or fill. Place, grade and shape stockpiles for proper drainage. Locate and retain soil materials away from edge of excavations. Dispose of excess soil material and waste materials as herein specified. G. Excavation for Pavements: Cut surface under pavements to comply with cross - sections, elevations and grades as they exist on site new pavement shall be at the same elevations and no change in drainage shall occur. H. Excavation for Trenches: Dig trenches to the uniform width required for particular item to be installed, sufficiently wide to provide ample working room. Excavate trenches to depth indicated or required. Carry depth of trenches for piping to establish indicated flow lines and invert elevations. Grade bottoms of trenches as indicated, notching under pipe bells to provide solid bearing for entire body of pipe. Backfill trenches with concrete where trench excavations pass within 18" of column or wall footings and which are carried below bottom of such footings, or which pass under wall footings. Place concrete to level of bottom of adjacent footing. (Concrete is specified in Division -3.) Do not backfill trenches until tests and inspections have been made and backfilling authorized by Engineer. Use care in backfilling to avoid damage or displacement of pipe systems. I. Excavation for Concrete Walkways: Cut surface under adjacent to new walkway to comply with cross - sections, elevations and grades as they exist on site. New walkways shall comply with CITY standards for such and all adjacent grading landscape replacement and new slopes shall be field engineered by the contractor at no additional cost. Limit of adjacent slope grading shall extend as far as needed to accomplish the CITY required slope minimums. Re landscape as required for complete planting and sprinkler installation including relocation of all irrigation lines as needed. 3.02 COMPACTION: A. General: Control soil compaction during construction providing minimum percentage of density specified for each area classification. B. Percentage of Maximum Density Requirements: Compact soil to not less than the following percentages of maximum dry density for soils which exhibit a well- defined moisture density relationship determined in accordance with ASTM D 1557 -78; and not less than the following percentages of relative density, determined in accordance with ASTM D 4253 and D 4254, for soils which will not exhibit a well - defined moisture - density relationship. 02200 Page 3 of 5 0 1. 90% under sidewalks, slabs, soil sub grade or footings. 2. 95% under AC paving, aggregate base. C. Primary concern will be in providing a firm uniform base for the foundations and slabs. D. Moisture Control: Where sub grade or layer of soil material must be moisture conditioned before compaction, uniformly apply water to surface of sub grade, or layer of soil material, to prevent free water appearing on surface during or subsequent to compaction operations. Remove and replace, or scarify and air dry, soil material that is too wet to permit compaction to specified density. 3.03 BACKFILL AND FILL: A. General: Place acceptable soil material in layers to required sub grade elevations, for each area classification listed below. Native on site soils are generally acceptable as fill material. Import soil shall meet the requirements for "satisfactory soil' as defined in these specifications. 1. In excavations, use satisfactory excavated and reconditioned or borrow material. 2. Under walks, use sub base material, or satisfactory excavated or borrow material, or combination of both. B. Backfill excavations as promptly as work permits, but not until completion of the following: 1. Acceptance of construction below finish grade including, where applicable, damp proofing, waterproofing, and perimeter insulation and sub drain installations. 2. Inspection, testing, approval, and recording locations of underground utilities. C. Ground Surface Preparation: Remove vegetation, debris, unsatisfactory soil materials, obstructions, and deleterious materials from ground surface prior to placement of fills. Plow, strip, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so that fill material will bond with existing surface. When existing ground surface has a density less than that specified under "Compaction" for particular area classification, break up ground surface, pulverize, moisture condition to optimum moisture content, and compact to required depth and percentage of maximum density. D. Placement and Compaction: Place backfill and fill materials in layers not more than 6" in loose depth for material compacted by heavy compaction equipment, and not more than 4" in loose depth for material compacted by hand operated tampers. Before compaction, moisten or aerate each layer as necessary to provide optimum moisture content. Compact each layer to required percentage of maximum dry density or relative dry density for each 02200 Page 4 of 5 0 0 area classification. Place backfill and fill materials evenly adjacent to structures, to required elevations. Take care to prevent wedging action of backfill against structures by carrying material uniformly around structure to approximately same elevation in each lift. 3.04 GRADING: A. General: Uniformly grade areas within limits of grading under this section, including adjacent transition areas. Smooth finished surface within specified tolerances, compact with uniform levels or slopes between points where elevations are shown, or between such points and existing grades. B. Grading Outside Building Lines: Grade areas adjacent to building lines to drain away from structures and to prevent ponding. Finish surfaces free from irregular surface changes, and as follows: 1. Walks: Shape surface of areas under walks to line, grade and cross - section, with finish surface not more than 0.10' above or below required sub grade elevation. Slope grade away from walks as required by CITY standards so as not to require additional railings (I" in 12 ") maximum. 2. Pavements: Shape surface of areas under pavement to line, grade and cross - section, with finish surface not more than 1/2" above or below required sub grade elevation. C. Compaction: After grading, compact sub grade surfaces to the depth and percentage of maximum density for each area classification. 3.05 FIELD QUALITY CONTROL A. Quality Control Testing During Construction: Allow City requested testing service if requested by City) to inspect and approve sub grades and fill layers before further construction work is performed. Perform field density tests in accordance with ASTM D 1556 (sand cone method) or ASTM D 2937 (drive cylinder method), or ASTM D 2922 (nuclear method). 1. Footing Sub grade: "Subsequent to footing excavations, conduct observations and/or tests, when applicable, to verify proper footing sub grade conditions. Subsequent verifications and approval of each footing sub grade may be based on a visual comparison of each sub grade with related tested strata, when acceptable to the Engineer ". 3.06 MAINTENANCE: A. Protection of Graded Areas: Protect newly graded areas from traffic and erosion. Keep free of trash and debris. Repair and re- establish grades in settled, eroded, and rutted areas to specified tolerances. END OF SECTION 02200 02200 Page 5 of 5 • 0 SECTION 02514 - PORTLAND CEMENT CONCRETE PAVING PART I - GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Specifications for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION OF WORK: A. Extent of Portland cement concrete paving is shown on drawings, including curbs, gutters, walkways and ramps. B. Prepared sub base is specified in Section 02200. C. Concrete and related materials are specified in Section 03300. D. Joint fillers and sealers are specified in Section 07900. 1.03 QUALITY ASSURANCE: A. Codes and Standards: Comply with local governing regulations if more stringent than herein specified. 1.04 SUBMITTALS: Furnish samples, manufacturer's product data, test reports, and materials' certifications as required in referenced sections for concrete and joint fillers and sealers. PART2- PRODUCTS 2.01 MATERIALS: A. Forms: Steel, wood, or other suitable material of size and strength to resist movement during concrete placement and to retain horizontal and vertical alignment until removal. Use straight forms, free of distortion and defects. Use flexible spring steel forms or laminated boards to form radius bends as required. Coat forms with a non - staining form release agent that will not discolor or deface surface of concrete. B. Reinforcing Bars: Deformed steel bars, ASTM A 615, Grade 60. C. Concrete Materials: Comply with requirements of applicable Section 03200 sections for concrete materials, admixtures, bonding materials, curing materials, and others as required. BEACH AREAS REQUIRE TYPE V CEMENT. Review with city stall all areas that may require Type V cement ( all areas in the designated "High Sulfate Areas "). 02514 Page 1 of 5 0 L7 D. Expansion Joint Materials: Comply with requirements of applicable Section 07900 for preformed expansion joint fillers and sealers (1/4" minimum thickness). E. Liquid- Membrane Forming Curing Compound: Complying with ASTM C 309, Type 1, Class A unless other type acceptable to Engineer. Moisture loss not more than 0.055 gr. /sq. cm. when applied at 200 sq. ft. /gal. F. Bonding Compound: Polyvinyl acetate or acrylic base, rewettable type. 2.02 CONCRETE MIX, DESIGN AND TESTING: Comply with requirements of applicable sections in 03300 for concrete mix design, sampling and testing, and quality control, and as herein specified. Design mix to product normal- weight concrete consisting of Portland cement, aggregate, water - reducing or high -range water- reducing admixture (super - plasticizer), air - entraining admixture and water to produce the following properties: Compressive Strength: 3,250 psi, minimum at 28 days, unless otherwise indicated or allowed by CITY. Slump Range: 5" for concrete containing HRWR admixture (super - plasticizer); 3" for all other concrete. PART 3 - EXECUTION 3.01 SURFACE PREPARATION: Remove loose material from compacted sub base surface immediately before placing concrete. Proof -roll prepared sub base surface to check for unstable areas and need for additional compaction. Do not begin paving work until such conditions have been corrected and are ready to receive paving. 3.02 FORM CONSTRUCTION: Set forms to required grades and lines, rigidly braced and secured. Install sufficient quantity of forms to allow continuous progress of work and so that forms can remain in place at least 24 hours after concrete placement. Check completed formwork for grade and alignment to following tolerances: Top of forms not more than 1/8" in 10'. Vertical face on longitudinal axis, not more than 1/4" in 10'. Clean forms after each use, and coat with form release agent as often as required to ensure separation from concrete without damage. 02514 Page 2 of 5 0 3.03 REINFORCEMENT: Locate, place and support reinforcement as specified in Sections 03200 and 03300, unless otherwise indicated. 3.04 CONCRETE PLACEMENT: A. General: Comply with requirements of Sections 03200 and 03300, for mixing and placing concrete, and as herein specified. B. Do not place concrete until sub base and forms have been checked for line and grade. moisten sub base if required to provide a uniform dampened condition at time concrete is placed. Do not place concrete around manholes or other structures until they are at required finish elevation and alignment. C. Place concrete using methods, which prevent segregation of mix. Consolidate concrete along face of forms and adjacent to transverse joints with internal vibrator. Keep vibrator away from joint assemblies, reinforcement, or side forms. Use only square -faced shovels for hand spreading and consolidation. Consolidate with care to prevent dislocation of reinforcing, dowels, and joint devices. Use approved bonding agent at locations where fresh concrete is placed against hardened or partially hardened concrete surfaces. Deposit and spread concrete in a continuous operation between transverse joints, as far as possible. If interrupted for more than 1/2 -hour, place a construction joint. 3.05 JOINTS: A. General: Construct expansion, weakened -plane and construction joints true -to -line with face perpendicular to surface of concrete. Construct transverse joints at right angles to the centerline, unless otherwise indicated. 1. Spacing of joints shall be installed to provide concrete areas as square as possible. Spacing of additional joints shall not exceed 12 feet in the greatest dimension. 2. When joining existing structures, place transverse joints to align with previously placed joints, unless otherwise indicated. B. Weakened -Plane (Contraction) Joints: Provide weakened -plane (contraction) joints, sectioning concrete into areas as required to prevent cracking. Construct weakened -plane joints for a depth equal to at least 1/4 concrete thickness, as follows: 1. Tooled Joints: Form weakened -plane joints in fresh concrete by grooving top portion with a recommended cutting tool and finishing edges with a jointer. 02514 Page 3 of 5 0 2. Sawed Joints: Form weakened -plane joints using powered saws equipped with shatterproof abrasive or diamond -rimmed blades. Cut joints into hardened concrete as soon as surface will not be tom, abraded, or otherwise damaged by cutting action. C. Construction Joints: Place construction joints at end of placements and at locations where placement operations are stopped for a period of more than 1/2 -hour, except where such placements terminate at expansion joints. 1. Construct joints as shown or, if not shown, use standard metal key way- section forms. 2. Where load transfer -slip dowel devices are used, install so that one end of each dowel bar is free to move. D. Expansion Joints: Provide premolded joint filler for expansion joints abutting concrete curbs, catch basins, manholes, inlets, structures, walks and other fixed objects, unless otherwise indicated (1/4" maximum thickness). Extend joint fillers full -width and depth of joint, and not less than 1/2" or more than 1" below finished surface where joint sealer is indicated. if no joint sealer, place top of joint filler flush with finished concrete surface. Furnish joint fillers in one -piece lengths for full width being placed, wherever possible. Where more than one length is required, lace or clip joint filler sections together. Protect top edge of joint filler during concrete placement with a metal cap or other temporary material. Remove protection after concrete has been placed on both sides of joint. C. Fillers and Sealants: Comply with requirements of Section 07900 for preparation of joints, materials, installation, and performance. 3.06 CONCRETE FINISHING: After striking -off and consolidating concrete, smooth surface by screeding and floating. Use hand methods only where mechanical floating is not possible. Adjust floating to compact surface and produce uniform texture. After floating, test surface for trueness with a 10' straightedge. Distribute concrete as required to remove surface irregularities, and refloat repaired areas to provide a continuous smooth finish. Work edges of slabs, gutters, back top edge of curb, and formed joints with an edging tool, and round to 1/2" radius, unless otherwise indicated. Eliminate tool marks on concrete surface. After completion of floating and troweling when excess moisture or surface sheen has disappeared, complete surface finishing, as follows: 02514 Page 4 of 5 0 0 A. Finish 'Broom Finish ": Finish by drawing a fine -hair broom across concrete surface, perpendicular to line of traffic. Repeat operation if required to provide a fine line texture acceptable to Engineer. 1. Walks: Soft Broom. On inclined slab surfaces, provide a coarse, non -slip finish by scoring surface with a stiff - bristled broom, perpendicular to line of traffic. 3.07 CURING: Protect and cure finished concrete paving, complying with applicable requirements of Section 03200 and 03300. Use membrane - forming curing and sealing compound or approved moist - curing methods on all concrete paving, sidewalks, and curbs. 3.08 REPAIRS AND PROTECTIONS: A. Repair or replace broken or defective concrete, as directed by Engineer. B. Drill test cores where directed by Engineer, when necessary to determine magnitude of cracks or defective areas. Fill drilled core holes in satisfactory pavement areas with Portland cement concrete bonded to pavement with epoxy adhesive. C. Protect concrete from damage until acceptance of work. Exclude traffic from pavement for at least 14 days after placement. When construction traffic is permitted, maintain pavement as clean as possible by removing surface stains and spillage of materials as they occur. Sweep concrete pavement and wash free of stains, discolorations, dirt and other foreign material just prior to final inspection. END OF SECTION 02514 02514 Page 5 of 5 0 0 SECTION 03200 - REINFORCING STEEL PART 1 - GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Specifications for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION: Provide steel reinforcing as required in the contract drawings and specifications. 1.03 QUALITY ASSURANCE: A. Materials, fabrication and installation shall comply with latest printed recommendations of Concrete Reinforcing Steel Institute (CRSI). B. An approved Testing Laboratory shall perform test on all reinforcing materials in accordance with American Society for Testing and Materials. ALL TESTS ARE TO BE PROVIDED BY THE CONTRACTOR AS PART OF THE CONTRACT WITHOUT SEPARATE PAYMENT. C. Certification that tests have been performed and materials comply with test standards shall be sent to the Engineer. D. No materials shall be used on the project that does not conform to the requirements of these specifications. 2.01 MATERIALS: A. Reinforcing Bars: ASTM A 615 Grade 60 Deformed. B. Welded Wire Fabric: ASTM A 185, 6 x 6 -10 x 10 WWM. Furnish in flat sheet, not rolls. C. Ty Wires: Annealed steel, 16 1/2 Gage minimum. 1. Bar Supports and spacing of same shall be per recommendations set forth in Chapter 3 of the CRSI Manual. 2. For slabs -on -grade use supports with sand plates or horizontal runners where base materials will not support chair legs. 03200 Page 1 of 2 0 0 3.01 FABRICATION OF REINFORCING BARS: A. Bending and Forming: Fabricate bars of the indicated sizes and bend and form to required shapes and lengths by methods not injurious to materials. Do not heat reinforcement for bending or cutting. Bars with unscheduled kinks or bends are subject to rejection. Use tested and approved bar materials. 3.02 INSTALLATION OF REINFORCING: A. All installations shall be performed in accordance with written standards of the "Concrete Reinforcing Steel Institute ". B. Provide additional bars at sleeves and openings as required to properly reinforce concrete whether specifically shown on drawing or not. C. Positioning and clearances per tolerance given in "American Concrete Institute" (ACI 318) Standards. 3.03 SUPERVISION: Perform all work of this Section under supervision of experienced and capable superintendent. He shall assure that materials and installation complies with Contract documents, CRSI and ASTM. END OF SECTION 03200 03200 Page 2 of 2 0 0 SECTION 03300 - CAST -IN-PLACE CONCRETE PARTI- GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Specifications for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION OF WORK: Extent of cast -in -place concrete shall include structure and paving Portland cement concrete as indicated on drawings and specified herein. 1.03 QUALITY ASSURANCE: Codes and Standards: Comply with provisions of the following: A. ACI 301 "Specifications for Structural Concrete for Buildings ". B. ACI 318 "Building Code Requirements for Reinforcing Concrete ". C. Uniform Building Code. (1994 Edition) PART2- PRODUCTS A. Concrete Materials: 1. Portland Cement: ASTM C 150, Type V unless otherwise acceptable to Engineer. 2. Normal Weight Aggregates: ASTM C 33, and as herein specified. Provide aggregates from a single source for exposed concrete. 3. Water: Potable. 4. Air - Entraining Admixture ASTM C -260: E. Curing Compound: Shall be compound that contains no wax, paraffins or oils. Compound shall not inhibit any further treatment of the concrete surfaces. F. Mix Proportions and Design: Proportion mixes complying with mix design procedures specified in ACI 301. 1. Submit written report to Engineer for each proposed concrete mix at least 15 days prior to start of work. Do not begin concrete production until mixes have been reviewed and are acceptable to Engineer. 03300 Page 1 of 3 0 1/ 2. Mix designs maybe adjusted when material characteristics, job conditions, weather, test results or other circumstances warrant. Do not use revised concrete mixes until submitted to and accepted by Engineers. 3. Use air - entraining admixture: "Air- Entraining admixture in concrete may be required at the option of the Engineer ". G. Ready Mix Concrete: Comply with requirements of ASTM C 94, and as herein specified. During hot weather, or under conditions contributing to rapid setting of concrete, a shorter mixing time than specified in ASTM C 94 may be required. 3.02 REINFORCING: Refer to Section 03200 "Reinforcing Steel ". 3.03 SUB -SLAB FILL: A. Under concrete paving (exterior), use sub -base material or satisfactory excavated or borrow material, as approved by the engineer to a minimum depth below slab of 4 ". 3.04 INSTALLATION OF EMBEDDED ITEMS: A. General: Set and build into work anchorage devices and other embedded items required for other work that is attached to, or supported by, cast -in -place concrete. Use setting drawings, diagrams, instructions and directions provided by suppliers of items to be attached thereto. 1. Anchor Bolts 2. Structural Column Bases 3. Railing 3.05 CONCRETE PLACEMENT: A. Concrete Placement: Comply with ACI, planning concrete in a continuous operation within planned joints or sections. Do not begin placement until work of other trades affecting concrete is completed. B. Consolidate placed concrete using mechanical vibrating equipment with hand rodding and tamping, so that concrete is worked around reinforcement and other embedded items and into forms. C. Protect concrete from physical damage or reduced strength due to weather extremes during mixing, placement and curing. 1. In cold weather comply with ACI 306. 03300 Page 2 of 3 0 0 2. In hot weather comply with ACI 305. 3.06 CONCRETE CURING AND PROTECTION: A. General: Protect freshly placed concrete from pre - mature drying and excessive cold or hot temperatures. Start initial curing as soon as free water has disappeared from concrete surface after placing and finishing. Begin final curing procedures immediately following initial curing and before concrete has dried. B. Curing Methods: Perform curing of concrete by moist curing, by moisture retaining cover curing, by membrane curing, and by combinations thereof. Continue final curing for at least 7 days in accordance with ACI 301 procedures. Avoid rapid drying at end of final curing period. 3.09 PROTECTION ON CONCRETE A. Concrete surfaces exposed -to -view must be protected from damage, marring and condensation during construction. Contract shall cover or provide other means of protection to concrete surfaces. END OF SECTION 03300 03300 Page 3 of 3 0 0 SECTION 04200 - UNIT MASONRY PART 1 - GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Specifications for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION OF WORK: A. Extent of masonry work is indicated on drawings. B. Work Includes: 1. Concrete masonry units. 2. Setting and attaching all bolts, anchors, inserts, etc., as furnished by others. 3. Reinforcing steel. 4. Grout and mortar. 1.03 STANDARDS: Comply with printed recommendations of Brick Institute of America (BIA) and National Concrete Masonry Association (NCMA). 1.04 SUBMITTALS: Submit product data for masonry units, cementitious products for mortar and grout and masonry accessories. Submit samples of all exposed masonry units. PART2- PRODUCTS 2.01 MATERIALS: A. Concrete Masonry Units: ASTM C90 Grade A, standard units to match adjacent wall type, finish and color. B. Portland Cement: ASTM C150, Type II Low Alkali. C. Mortar Sand: ASTM C144. D. Hydrated Lime: ASTM C207, Type S. E. Reinforcing Steel: ASTM A615 Grade 60. 04200 Page I of 3 0 F. Water: Potable. G. Grout: ASTM C476. 2.02 MORTAR AND GROUT: E Shall be in accordance with Concrete Masonry Association's Standard Specifications, current edition. A. Materials shall be adequately and accurately measured in suitable calibrated boxes. Shovel measurements will not be allowed. B. Grout: Use two (2) parts pea gravel in mix. C. Admixture: "Suconem GA" (Grout Aid) Type 2, as manufactured by Super Concrete Emulsions, Ltd., Los Angeles, California, or approved equal, and used in strict accordance with manufacturer's latest printed recommendations. 2.03 REINFORCING STEEL: Accurately set and place reinforcing steel and ties in accordance with the drawings and notes thereon. Refer to Section 03200, Reinforcing Steel, for requirements. No torch cutting of reinforcing bar will be permitted. PART 3- EXECUTION 3.01 DELIVERY AND PROTECTION: Masonry materials shall be packed in a manner to prevent damage from transportation and weather. Handle masonry material in a manner to prevent chipping, spalling, cracking or other injury. 3.02 INSTALLATION: A. Install masonry units in the bond pattern indicated, or if none is indicated, in running bond. B. Lay units plumb and true. Carefully cut where necessary to fit around adjoining construction, inserts, etc. Fit all angles and corners square and true. C. Masonry shall not be constructed upon a concrete foundation until at least 24 hours after such foundation has been placed. D. Joints shall be carefully tooled to produce a dense flush surface, well bonded to the block on all edges. 1. Concrete tool joint to produce smooth dense surface. 04200 Page 2 of 3 0 0 E. Reinforcing to be placed accurately at spacing shown, secure against displacement. Splice by lapping, unless otherwise indicated, at location shown. Minimum lap to be per section 303 of Green Book. 3.03 FINAL CLEANING: After mortar is thoroughly set and cured, clean masonry to comply with masonry manufacturer's direction and applicable NCNIA 'TEK" Bulletin. A. Remove all excessive mortar and grout from face of masonry units that affects the appearance of the masonry. Final masonry surfaces shall be clean, uniform surface, graffiti free and acceptable without additional coating. END OF SECTION 04200 04200 Page 3 of 3 SECTION 05720 - HANDRAILS AND RAILINGS PART 1 - GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Specifications for Public Works Construction, apply to work of this section. 1.02 SUMMARY: Provide metal handrail fabrications as indicated, specified and required. A. Work In This Section: Principal items include: 1. Railings and Supports 2. All other miscellaneous metal fabrications required to complete the work. 3. Patching, repair and repainting to match of existing areas where handrails are to be removed. 1.03 DEFINITIONS: A. Reference Standards: Conform to the following as applicable: 1. ASTM E 985 for railing - related terms apply to this section 2. AA "Specifications for Aluminum Structures ". 1.04 SYSTEM PERFORMANCE REQUIREMENTS: A. Handrail and railing systems to withstand structural loads as required by current code requirements at the time of fabrication. Allowable design working stresses of railing materials shall be based on the following: 1. AA "Specifications for Aluminum Structures ". B. Structural Performance of Handrails and Railing Systems: Fabricate and install handrails and railing systems to comply with requirements of ASTM E 985 for structural performance based on the following: 1. Testing performed in accordance with ASTM E 894 and ASTM E 935. C. Design criteria shall conform to the following 1991 UBC requirements: of 1. 250 pounds concentrated load. 05720 Page 1 of 7 0 0 2. 50 pounds linear foot for uniform loading. D. Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulation metals and other materials from direct contact with incompatible materials. E. Thermal Movements: Allow for thermal movement resulting from the following maximum change (range) ambient temperature in the design, fabrication, and installation of handrails and railings to prevent buckling, opening of joints, and over stressing of components, connections, and other detrimental effects. Base design calculations on actual surface temperatures of materials due to both solar heat gain and nighttime sky heat loss. 1.05 SUBMITTALS: Submit the following in accordance with Conditions of Contract and the Standard Specifications for Public Works Construction: A. Shop Drawings: Submit Shop Drawings fully detailing all Work of this Section, including plans, elevations, sections, details of components, and attachments to other units of work. B. Samples for initial selection purposes in form of manufacturer's color charts showing full range of colors available for those units with factory applied color finishes. C. Samples for verification purposes of each type of exposed finish required, prepared on components indicated below that are of the same thickness and metal indicated for final unit of work. where finishes involve normal color and texture variations, include sample sets showing full range of variations expected. 1. 6" long sections of each distinctly different linear railing members. 2. Fittings and Brackets. 1.06 QUALITY ASSURANCE: A. Single Source Responsibility: Obtain handrails and railing systems of each type and material from a single manufacturer. 1.07 STORAGE: A. Store handrails and railing systems in clean, dry, location, away from uncured concrete and masonry, protected against damage of any kind. Cover with waterproof paper, tarpaulin, or polyethylene sheeting; allow for air circulation inside the covering. 1.08 PROJECT CONDITIONS: A. Field Measurements: Where handrails and railings are indicated to fit to other construction, check actual dimensions of other construction by accurate field measurements before fabrication; 05720 Page 2 of 7 F show recorded measurements on final shop drawings. Coordinate fabrication schedule with construction progress to avoid delay of work. 1.09 SEQUENCE AND SCHEDULING: A. Sequence and coordinate installation of wall handrails as follows: 1. Mount handrails only on completed walls. Do not support handrails temporarily by and means not satisfying structural performance requirements. PART2- PRODUCTS 2.01 MANUFACTURERS: A. Manufacturer: Subject to compliance with requirements, provide handrails and railing systems of one of the following, or equal: 1. Blum: Julius Blum & Co. 2. Blumcraft of Pittsburgh 3. Crane Veyor Corp. (South El Monte) 2.02 METALS: General: provide metal forms and types that comply with requirements of referenced standards and that are free from surface blemishes where exposed to view in the finished unit. Exposed -to- view surfaces exhibiting pitting, seam marks, roller marks, stains, discolorations, of other imperfections on finished units are not acceptable. A. Aluminum: Allow and temper recommended by aluminum producer and finisher for type of use and finish indicated and with not less than the strength and durability properties of the alloy and temper designated below for each aluminum form required. 1. Extruded Bar and Shapes: ASTM B 221, 6063- T5/T52 2. Extruded Pipe and Tube: ASTM B 429, 6063- T5/T52 3. Drawn Seamless Tube: ASTM B 483, 6063 -T832 4. Plate and Sheet: ASTM B 209, 6061 -T6 5. Die and Hand Forging: ASTM B 247, 6061 -T6 6. Castings: ASTM B 26, 356 -T6 05720 Page 3 of 7 0 2.02 FASTENERS: 0 A. Fasteners for Anchoring Railings to Other Construction: Select fasteners for the type, grade, and class required to produce connections that are suitable for anchoring railing to other types of construction indicated and capable of withstanding design loading. 1. Provide fasteners fabricated from type 304 stainless steel. 2. Review existing railings and match as closely as possible the size and type to allow minimal patching and repair of existing finished surfaces. B. Fasteners for Interconnecting railing components: use stainless steel fasteners unless otherwise indicated. Do not use metals that are corrosive or incompatible with materials joined. 1. Provide concealed fasteners for interconnection of handrail and railing components and for their attachment to other work, except where otherwise indicated. 2.03 FABRICATION: Fabricate handrails and railing systems to comply with requirements indicated for design, dimensions, details, finish, and member sizes, including wall thickness of hollow members, post spacing, and anchorage, but not less than that required to support structural loads. A. Pre - assemble railing systems in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Clearly mark units for re- assembly and coordinated installation. Use connections that maintain structural value of joined pieces. Clearly mark units for re- assembly and coordinated installation. B. Form changes in direction of railing members as follows: 1. By insertion of prefabricated elbow fittings. 2. By radius bends of radius indicated of required. 3. By mitering at elbow ends. 4. By bending. 5. By any method indicated above, applicable to change of direction involved. C. No welded Connections: Fabricate railing systems and handrails for connection of members by means of railing manufacturer's standard concealed mechanical fasteners and fittings unless otherwise indicated. Fabricate members and fittings to produce flush, smooth, rigid, hairline joints. 05720 Page 4 of 7 0 1. Fabricate splice joints for field connection using structural epoxy adhesive where this represents manufacturer's standard splicing method. D. Brackets, Flanges, Fittings, and Anchors: Provide manufacturer's standard wall brackets, flanges, miscellaneous fittings, and anchors for connection of handrail and railing members to other construction. E. Provide inserts and other anchorage devices for connecting handrails and railing systems to concrete of masonry work. Fabricate anchorage devices capable of withstanding loading imposed by handrails and railing systems. Coordinate anchorage devices with supporting structure. F. For handrails that are exposed to exterior or to moisture from condensation or other sources, provide weep holes or other means for evacuation of entrapped water in hollow sections of railing members. G. Fabricate joints that will be exposed to weather in a manner to exclude water. H. Close ends of handrail and railing members by use of manufacturer's standard prefabricated fittings. I. Provide wall returns at ends of wall- mounted handrails, unless otherwise indicated. Close ends of returns unless clearance between end of railing and wall is 1/4" or less. 2.04 FINISHES, GENERAL: A. Comply with NAAMM "Metal Finishes Manual" for recommendations relative to application and designations of finishes. B. Protect mechanical finishes on exposed surfaces from damage by application of strippable, temporary protective covering prior to shipment. C. Variations in appearance of abutting or adjacent pieces are not acceptable if they are within 1/2 of the range of approved samples. Noticeable variations in the same piece are not acceptable. Variations in appearance of other components are acceptable if they are within range of approved samples and they are assembled of installed to minimize contrast. 2.05 ALUMINUM FINISHES: A. Finish designations prefixed by "AA" conform to the system established by the aluminum Association for designating aluminum finishes. B. Class I Color Anodized Finish: AA- M12C22A42/A34 (Mechanical Finish: as fabricated, nonspecular; chemical finish: etched, medium matte; Anodic coating: Class I Architectural, film thicker than .07 mil with integral color or electrolytically deposited color) complying with AAMA 606.1 or 608.1. Color: Medium Bronze or Clear (match existing handrail system if applicable) 05720 Page 5 of 7 0 PART 3- EXECUTION 3.01 PREPARATION: 0 A. Coordinate setting drawings, diagrams, templates, instructions, and directions for installation of anchorages, such as sleeves, concrete inserts, anchor bolts, and miscellaneous items having integral anchors, that are to be imbedded in concrete as masonry construction. Coordinate delivery of such items to project site. 3.02 INSTALLATION. GENERAL: A. Fit exposed connections accurately together to form tight, hairline joints. B. Cutting, Fitting, and Placement: Perform cutting, drilling and fitting required for installation of handrails and railings. Set handrails and railings accurately in location, alignment, and elevation, measured from established lines and levels and free from defects. C. Do not weld, cut, or abrade surfaces of handrails and railing components that have been coated or finished after fabrication and are intended for field connection by mechanical or other means without further cutting or fitting. D. Set posts plumb within a tolerance of 1/4" in 12 feet. E. Align rails so that variations from level for horizontal members and from parallel with rake of steps and ramps for sloping members do not exceed 1/4" in 12 feet. F. Adjust handrails and railing systems prior to anchoring to ensure matching alignment at abutting joints. Space posts at interval indicated but not less than required by structural loads. G. Fastening to In -Place Construction: Use anchorage devices and fasteners where necessary for securing handrails and railings to in -place construction. 3.03 RAILING CONNECTIONS: A. Nonwelded Connections: Use manufacturer's standard mechanical or adhesive joints for permanently connecting railing components. Use wood blocks and padding to prevent damage to railing members and fittings. seal recessed holes of exposed locking screws using plastic filler cement colored to match finish of handrails and railing systems. 3.04 ATTACHMENT OF HANDRAILS TO WALLS: A. Attach handrails to wall with wall brackets and end fittings. Provide bracket with not less than 1 -1/2" clearance from inside face of handrail and finished wall surface. See current "ADA" (Americans with Disabilities Act) Guidelines. 05720 Page 6 of 7 E 0 B. Locate brackets as indicated, or if not indicated, at spacing required to support structural loads, see 1.04. C. Secure wall brackets and wall return fittings to building construction as follows: 1. Use type of bracket with flange tapped for concealed anchorage to threaded hanger bolt. 2. For concrete and solid masonry anchorage, use drilled -in expansion shield and either concealed hanger bolt or exposed lag bolt as applicable. 3. For wood partitions, use lag bolts set securely into existing studs or wood backing between studs. 4. For steel framed gypsum board assemblies, fasten brackets directly to steel framing of concealed anchors using self - tapping screws of size and type required to support structural loads, SEE 1.04. 3.05 ADJUSTMENT: A. Clean the following metals by washing thoroughly with clean water and soap, follow by rinsing with clean water. Remove all joint epoxy from exterior of railing members. 1. Aluminum 3.06 PROTECTION: A. Protect finishes of railing systems and handrails from damage during construction period by use of temporary protective coverings approved by railing manufacturer. Remove protective covering at time of substantial completion. B. Restore finishes damaged during installation and construction period so that no evidence remains of correction work. Return items that cannot be refinished in the field to the shop; make required alterations and refinish entire unit or provide new units. END OF SECTION 05720 05720 Page 7 of 7 0 0 SECTION 06200 - FINISH CARPENTRY PART1- GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Specifications for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION OF WORK: A. Definition: Finish carpentry includes carpentry work which is exposed to view, is non - structural, and which is not specified as part of other sections. 1.03 SUBMITTALS: A. Shop Drawings: Submit shop drawings showing dimensioned plans and elevations, large scale details, attachment devices and other components. 1.04 PRODUCT DELIVERY. STORAGE AND HANDLING: A. Protect finish carpentry materials during transit, delivery, storage and handling to prevent damage, soiling and deterioration. 1.05 JOB CONDITIONS: A. Conditioning: Installer shall advise Contractor of temperature and humidity requirements for finish carpentry installation areas. Do not install finish carpentry until required temperature and relative humidity conditions have been stabilized and will be maintained in installation areas. PART 2- PRODUCTS 2.01 WOOD PRODUCT QUALITY STANDARDS: A. Softwood Lumber Standards: Comply with PS 20 and with applicable grading rules of the respective grading and inspecting agency for the species and product indicated. B. Plywood Standard: Comply with PS 1 /ANSI A199.1. C. Hardwood Lumber Standard: Comply with National Hardwood Lumber Association (NHLA) rules. D. Woodworking Standard: Where indicated for a specific product comply with specified provision of the following: 1. Woodwork Institute of California (WIC) "Manual of Millwork ". 06200 Pagel of 3 9 0 2.02 MATERIALS: A. General: 1. Net sizes are indicated. Provide dressed or worked and dressed lumber, as applicable, manufactured to the actual sizes as required by PS 20 or to actual sizes and patterns as shown, unless otherwise indicated. 2. Moisture Content of Softwood Lumber: Provide seasoned (KD) lumber having a moisture content from time of manufacture until time of installation not greater than values required by the applicable grading rules of the respective grading and inspecting agency for the species and product indicated. 3. Kiln -dry wood after treatment to a maximum moisture content of 15% for plywood, 19% for lumber. 4. Inspect each piece of lumber and plywood or each unit of finish carpentry after drying; do not use twisted, warped, bowed or otherwise damaged or defective wood. PART 3- EXECUTION 3.01 INSTALLATION: A. Discard units of material which are unsound, warped, bowed, twisted, improperly treated, not adequately seasoned or too small to fabricate work with minimum of optimum jointing arrangements, or which are of defective manufacturer with respect to surfaces, sizes or patterns. B. Install the work plumb, level, true and straight with no distortions. Shim as required using concealed shims. Install to a tolerance of 1/8" in 8'0" for plumb and level counter tops; and with 1/16" maximum offset in flush adjoining 1 /8" maximum offsets in revealed adjoining surfaces. C. Scribe and cut work to fit adjoining work, and refinish cut surfaces or repair damaged finish at cuts. D. Anchor finish carpentry work to anchorage devices or blocking built -in or directly attached to substrates. Secure to grounds, stripping and blocking with counter- sunk, concealed fasteners and blind nailing as required for a complete installation. Except where prefinished matching fasteners heads are required, use fine finishing nails for exposed nailings, countersunk and filled flush with finished surface, and matching final finish where transparent is indicated. 06200 Page 2 of 3 0 0 3.02 ADJUSTMENT, CLEANING, FINISHING AND PROTECTION: A. Repair damaged and defective finish carpentry work wherever possible to eliminate defects functionally and visually; where not possible to repair properly, replace woodwork. Adjust joinery for uniform appearance. B. Clean finish carpentry work on exposed and semi - exposed surfaces. Touch -up shop - applied finishes to restore damaged or soiled areas. C. Protection: Installer of finish carpentry work shall advise Contractor of final protection and maintained conditions necessary to ensure that work will be without damage or deterioration at time of acceptance. END OF SECTION 06200 06200 Page 3 of 3 0 0 SECTION 07900 - SEALANTS PART 1 - GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Specifications for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION OF WORK: A. This Section contains specifications pertaining to all weather- sealing and caulking throughout the project unless specified otherwise, and becomes a part of all sections containing reference to this Section, or where materials of the types specified in this Section are required by the drawings. B. The work includes caulking and sealing of openings and joints indicated, specified, and required to make entire building weatherproof and watertight. C. Specific requirements contained in the various trade sections making reference to this Section supersede general or conflicting requirements herein. 1.03 GENERAL REQUIREMENTS: A. Warranty: Provide written warranty for all caulking and sealants against all defects of material for five years and defects of application for a period of two years after date of acceptance. All failures that may occur within the warranty period, due to defective application or materials, upon written notification of such failure, shall be repaired or replaced with proper materials and labor, at no additional cost to the City. B. Submit to the Engineer samples of the various types (and colors where applicable) of materials specified, prior to delivery of materials to the job and the portions of the work for which the materials are intended. C. Deliver materials to the job in original unopened containers bearing manufacturer's name, product designation and date of manufacture. Products upon which the shelf date has expired shall not be permitted on the job. D. Install materials specified herein in compliance with manufacturer's instructions. Send copies of manufacturer's instructions to Engineer at least 2 weeks before application. 07900 Page I of 4 0 0 PART2- PRODUCTS 2.01 MATERIALS: Use sealants of the following types. Unless specified or directed otherwise, use materials to match color of adjacent materials. Where adjacent materials on each side of the joint are different colors, the Engineer will select sealant colors. If the desired color is not available from one manufacturer, select proper color from another manufacturer. A. Joint Conditions: 1. Joints between metals, wood and masonry. Sealant ( #2). 2. Expansion and control joints. Sealant ( #3). 3. Exterior sills, jambs, and heads of window frames, door frames, louvers and similar openings. and where metal, wood or other materials abut or join plaster or each other, shall have sealant applied around their perimeters. Sealant ( #2). 4. Other exterior joints as indicated or shown. Sealant ( 91), ( #2) or ( 0). B. Sealants: 1. Sealant #1 shall be a three -part polyepoxide urethane sealant meeting Federal Specification TT- S- 00227E, Class A, Type II, such as Tremco Dymeric, as manufactured by Tremco Incorporated, Cleveland, Ohio, or equal. 2. Sealant #2 shall be a one -part solvent cure acrylic sealant meeting Federal Specification TT -S -230, such as Tremco Mono, as manufactured by Tremco Incorporated, Cleveland, Ohio, or equal. 3. Sealant #3 shall be a two -part chemically curing polyurethane meeting Federal Specification TT- S- 00227E, Class A, Type I, (Self - Leveling) or Class A, Type II (Non -Sag), such as THC- 900/901, as manufactured by Tremco Incorporated, Cleveland, Ohio, or equal. C. Primer for sealants shall be as recommended by sealant manufacturer. D. Joint filler for sealant shall be a closed cell, non - absorbent, non - staining material such as Ethafoam as manufactured by Dow. E. Bond breakers shall be as recommended by sealant manufacturer. F. Materials shall be delivered to the job in sealed containers with manufacturer's original labels attached. Materials shall be used according to manufacturer's printed instructions. Color of all sealants, shall be as selected by the Engineer from manufacturer's standard colors. 07900 Page 2 of 4 0 PART 3- EXECUTION 3.01 MANUFACTURER'S INSPECTION: A. Provide sealant manufacturer's inspection of conditions prior to start of the work and initial supervision at the start of each application, in order to insure that any physical conditions which would result in defective work are properly corrected before materials are applied, that properly instructed personnel are available to do the work, and that proper procedures are being followed. Provide such inspection and supervision by qualified personnel. Report all unsatisfactory conditions existing at the time of inspection in writing to the Contractor for correction before proceeding with the work. B. Notify the manufacturer or distributor at least 72 hours prior to the time inspection is required. 3.02 PREPARATION: A. Joints and surfaces, which are to be caulked or sealed, shall be clean, dry and free of dust, loose mortar and other foreign materials. B. Clean Ferrous metals of all rust, mill scale and coatings by wire brush, grinding or sandblasting. Remove oil, grease and/or temporary protective coatings with high performance cleaners, as approved by sealant manufacturer, such as Tremco #200 cleaner. C. Joint dimensions for sealant should be reviewed and installed in accordance with sealant manufacturer's printed instructions. In no case should the sealant application be less than 1/4 inch wide, and 1/4 inch deep, except in specific metal -to -metal curtain wall applications, and then as recommended by the sealant manufacturer. Joint depth, for Sealants #1, #2 and #3, shall not exceed its width for joints ranging from 1/4 inch to 1/2 inch wide. For joints over 1/2 wide, the depth of sealant shall be no more than 1/2 to 5/8 inch. D. Masonry joint surfaces shall be wire brushed, then air -blown clean. The joint interface must be free of form release agents or chemical retarders, which may interfere with sealant adhesion and performance. E. Sealants shall not be applied to masonry joints where a water repellent or masonry preservative has been applied prior to caulking. Waterproofing treatments should be applied after caulking. F. Do not caulk joints until they are in compliance with requirements of the approved manufacturer of the materials, the details as shown on the drawings, and the specific requirements of other sections of the specification. 07900 Page 3 of 4 3.03 APPLICATION: rI A. Install joint backing with a blunt instrument so as not to puncture the surface skin. Size of joint backing should be determined by taking the joint width and adding 25% to assure proper compression of backing rod. B. Apply sealant with a caulking gun, using proper nozzles. Use sufficient pressure to properly fill the joints with sealant to the back -up material. C. After joints have been completely filled, they shall be neatly tooled to eliminate air pockets or voids, and to provide a smooth, neat appearing finish in intimate contact with interfaces and without lapping over onto exposed finished faces. After tooling, surface of sealant shall be free of ridges, wrinkles, sags, air pockets and embedded impurities. D. Immediately clean adjacent materials, which have been soiled; leave work in a neat, clean condition. E. Major authorities recommend a 40 °F minimum application temperature for joint sealing installations because of the possibility of moisture and/or frost contamination on sealing surfaces. However, it is recognized that applications must be made at lower temperatures. When this is necessary, steps must be taken to assure clean, dry, frost -free surfaces, and must be approved by the Contractor. 3.04 WORKMANSHIP: Workmanship shall be of the highest quality in accordance with the best practice and in strict compliance with the recommendations of the manufacturer of the materials being used. The Contractor shall be prepared to show evidence of workmanship of jobs at least three years old. END OF SECTION 07900 07900 Page 4 of 4 • • SECTION 08110 - STEEL DOORS, LOUVERS AND FRAMES PARTI- GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Specifications for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION OF WORK: Extent of work is indicated and scheduled on drawings, and by provisions of this section including: A. Steel Doors. B. Steel Door Frames. C. Steel Gate Openings 1.03 QUALITY ASSURANCE: A. Complying with Steel Door Institute "Recommended Specifications: Standard Steel Doors and Frames" (SDI -100) and as herein specified. 1.04 SUBMITTALS: A. Product Data: Submit manufacturer's technical product data substantiating that products comply with requirements. B. Shop Drawings: Submit for fabrication and installation of steel doors and frames. Include elevations of door design types, location and installation requirements of finish hardware and reinforcements, and details of joints and connections. Show anchorage and accessory items. 1. Provide schedule using same reference numbers for details and openings as those on contract drawings. 1.05 DELIVERY, STORAGE AND HANDLING: A. Deliver steel work packaged to provide protection during transit and job storage. B. Inspect hollow metal work upon delivery for damage. Minor damages may be repaired provided finish items are equal in all respects to new work and acceptable to Architect; otherwise, remove and replace damaged items as directed. 08110 Page 1 of 3 0 9 PART2- PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS: A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering steel doors and frames which may be incorporated in the work include; but are not limited to, the following: 1. Allied Steel Products, Inc. 2. Krieger Fenestra Corp. 3. Republic Builders Products Corp. /Subs. Republic Steel 2.02 MATERIALS: A. Hot - Rolled Steel Sheets and Strip: Commercial quality carbon steel, pickled and oiled, complying with ASTM A 569 and ASTM A 568. B. Cold- Rolled Steel Sheets: Commercial quality carbon steel, complying with ASTM A 366 and ASTM A 568. C. Louvers: Sight proof, stationary type 24 gage cold rolled steel in 20 gage frame, size as shown or indicated to match existing opening or louvers. Paint as described below. D. Shop Applied Paint: 1. Primer: Rust - inhibitive enamel or paint, either air - drying or baking, suitable as a base for specified finish paints. 2.03 FABRICATION. GENERAL: A. Fabricate steel door and frames to be rigid, neat in appearance and free from defects, warp or buckle. Comply with SDI -100 requirements: SDI -100, Grade III, extra heavy - duty, Model 2, minimum 16 -gage faces. Frame comers shall be mitered, reinforced and continuously welded full depth and width of frame. Knock down type frames will not be accepted. Frames to be minimum 14 gauge galvanized steel sheet. B. Fabricate exposed faces of doors and panels, including stiles and rails of non -flush units, frame from only cold - rolled steel. C. Fabricate exterior doors, panels, and frames from galvanized sheet steel. Close top and bottom edges of exterior doors as integral part of door construction or by addition of minimum 16 -gage inverted steel channels. D. Exposed Fasteners: Unless otherwise indicated, provide countersunk flat Phillips heads for exposed screws and bolts. 08110 Page 2 of 3 E. Finish Hardware Preparation: Prepare doors and frames to receive mortised and concealed finish hardware in accordance with final Finish Hardware Schedule and templates provided by hardware supplier. Comply with applicable requirements of ANSI Al 15 series specifications for door preparation for hardware. F. Reinforce doors to receive surface - applied hardware. Drilling and tapping for surface - applied finish hardware may be done at project site. G. Locate finish hardware as indicated on final shop drawings or, if not indicated, in accordance with "Recommended Locations for Builder's Hardware ", published by Door and hardware Institute. H. Mutes shall be provided in all steel frames. PART 3 - EXECUTION 3.01 INSTALLATION: A. General: Install standard steel doors and frames in accordance with final shop drawings and manufacturer's data, and as herein specified. 3.02 ADJUST AND CLEAN: A. Prime Coat Touch -up: Immediately after erection, sand smooth any rusted or damaged areas of prime coat and apply touch -up of compatible air - drying primer. B. Final Adjustments: Check and readjust operating finish hardware items, leaving steel doors and frames undamaged and incomplete and proper operating condition. END OF SECTION 08110 08110 Page 3 of 3 • 0 SECTION 08200 - WOOD DOORS PART 1 - GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Specifications for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION OF WORK: A. Extent and location of each type of wood door is shown on drawings and in schedules. B. Types of doors required include the following: 1. Solid core flush wood doors with factory primed finish. 1.03 QUALITY ASSURANCE: A. General: Comply with requirements of the following standards unless otherwise indicated. B. Wood Doors: NWMA Industry Standard 1 -73 "Wood Flush Doors" of the National Woodwork Manufacturer's Association. 1. Factory mark each door with the NWMA "Quality Certified" Seal of Approval for conformance with NWMA I.S. -l. C. Fire -Rated Assemblies: Where fire -rated door assemblies are indicated or required, provide fire- rating that comply with NFPA 80 "Standard for Fire Doors and Windows ", and have been tested, listed and labeled in accordance with ASTM E 152 .04 SUBMITTALS: A. Product Data: Submit door manufacturer's product data, specifications and installation instructions for each type of wood door. B. Samples: Submit door section sample 12" x 12" of type to be used. C. Label Construction Certification: For door assemblies required to be fire- rated, submit manufacturer's certification for that each door has been constructed to conform to design, materials and construction equivalent to requirements for labeled construction. D. Specific Product Warranty: Submit written agreement in door manufacturer's standard form signed by Manufacturer, Installer and Contractor, agreeing to repair or replace defective doors which have warped (bow, cup, or twist) or which show 08200 Page I of 3 0 0 photographing of construction below in face veneers, or do not conform to tolerance limitations of NWMA. 1. The warranty shall also include refinishing and reinstallation which may be required due to repair or replacement of defective doors. 2. Warranty shall be in effect during following period of time after date of substantial completion. 3. Solid Core Flush Exterior Doors: 5 Years 4. Solid Core Flush Interior Doors: Life of Installation. 1.05 PRODUCT DELIVERY, STORAGE AND HANDLING: Protect doors during transit, storage and handling to prevent damage, soiling and deterioration. Comply with the "on -Site Care" recommendations of NWMA pamphlet "Care and Finishing of Wood Doors" and with manufacturer's instructions. PART2- PRODUCTS 2.01 MATERIALS AND COMPONENTS: General: Provide doors complying with applicable requirements of NWMA I.S. -1 for kinds and types of doors indicated and as specified. 2.02 INTERIOR WOOD DOORS: A. Solid Core Wood Doors: WEYERHAEUSER Timblend DPC -1 1. Type II water - resistant bond. 2. Core Construction: Solid wood block, wood particleboard as required by door manufacturer to comply with specified warranty period. 2.03 EXTERIOR WOOD DOORS: A. Solid Core Wood Doors: WEYERHAEUSER Timblend DPC -1 1. Type II water - resistant bond. 2. Core Construction: Solid wood block, wood particleboard. 08200 Page 2 of 3 PART 3 - EXECUTION 3.01 INSPECTION: A. Installer must examine door frames and verify that frames are correct type and have been installed as required for proper hanging of corresponding doors and notify Contractor in writing of conditions detrimental to proper and timely installation of wood doors. Do not proceed with installation until unsatisfactory conditions have been corrected in a manner acceptable to Installer. 3.02 INSTALLATION: A. Condition doors to average prevailing humidity in installation area prior to hanging. B. Hardware: For installation see Division -8 "Finish Hardware" section of these specifications. C. Manufacturer's Instructions: Install doors in accordance with manufacturer's instructions and as shown. D. Job Fit Doors: Align doors to frame for proper fit and uniform clearance at each edge and machine for hardware. Seal cut surfaces after fitting and machining. E. Clearance: Provide clearances of 1/8" at jambs and heads; 1/8" at meeting stiles for pairs of doors; and 1/2" from bottom of door to top of decorative floor finish or covering. Where threshold is shown or scheduled, provide 1/8" clearance from bottom of door to top ofthreshold. 3.03 ADJUST AND CLEAN: A. Operation: Re -hang or replace doors, which do not swing or operate freely, as directed by Architect. B. Protection and Completed Work: Advise Contractor of proper procedures required for protection of installed wood doors from damage or deterioration until acceptance of work. END OF SECTION 08200 08200 Page 3 of 3 SECTION 08700 - FINISH HARDWARE PART 1- GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Specifications for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION OF WORK: Definition: "Finish Hardware" includes items known commercially which are required for swing doors, except special types of unique and non - matching hardware specified in the same section as the door and door frame. Types of items in this section include (but are not necessarily limited to): 1. Hinges 2. Lock cylinders and key 3. Lock and latch sets 4. Bolts 5. Closers 6. Fasteners: All fasteners shall be Stainless Steel, Phillips Drive 1.03 QUALITY ASSURANCE: Hardware supplier shall be a direct factory contract supplier who has in his employment a certified hardware consultant (AHC) who is available at all reasonable times during the course of the Work for project hardware consultation to the Engineer and Contractor. A. Exit Doors: Openable at all times from the inside without the use of a key or any special knowledge or effort. 1.04 SUBMITTALS: A. Product Data: Submit manufacturer's product data containing drawings or cuts of all hardware items at same time hardware schedule is submitted. Make submittal in a neat brochure form and include an index list of all items, with manufacturer's names and catalog numbers. Furnish all hardware as listed. B. Hardware Schedule: Submit six copies of schedule at earliest possible date prior to delivery of hardware. Organize schedule into "Hardware Sets" with an index of doors and heading, indicating complete designations of every item required for each door or opening. 08800 Page 1 of 5 0 0 C. Templates: Furnish hardware templates to each fabricator of doors, frames and other work to be factory prepared for the installation of hardware. 1.05 DELIVERY, STORAGE, AND HANDLING: A. Acceptance at Site: Individually package each unit of finish hardware complete with proper fastening and appurtenances, clearly marked on the outside to indicate contents and specific locations in the Work. B. Deliver packaged hardware items at the times and to the locations (shop or field) for installation, as directed by the Contractor. 1.06 JOB CONDITIONS: A. Coordination: Coordinate hardware with other work. Furnish hardware items of proper design for use on doors and frames of the thickness, profile, swirg, security and similar requirements indicated, as necessary for proper installation and function, regardless of omissions or conflicts in the information on the Contract Documents. B. Installation shall conform to local governing agency security ordinance. 1.07 WARRANTY: A. Provide factory guarantee from hardware supplier as follows: 1. Closers: Five Years. 2. All other hardware: Two Years. PART2- PRODUCTS 2.01 SCHEDULED HARDWARE: Requirements for design, grade, function, finish, size and other distinctive qualities of each type of hardware is indicated in the Schedule. 2.02 MANUFACTURERS: A. Approval of manufacturers. Item Manufacturer Acceptable Substitute Hinges Stanley McKinney, Mont -Hard Locks Schlage None Panics Von Duprin None Closers LCN None Silencers Hager Builders Brass Quality Kickplates Hager Builders Brass Quality 08800 Page 2 of 5 Stops & Holders Hager Thresholds Reese Seals & Bottoms Reese Cabinets Lund 0 Builders Brass Quality Builders Brass Quality Pemko None B. Furnish all items of hardware required to complete the work in accordance with the manufacturer's instructions. Items of hardware not specified shall be provided even though inadvertently omitted from this specification. Items shall be of equal quality and type. C. Where the exact types of hardware specified are not adaptable to the finished shape or size of the members requiring hardware, furnish suitable types having as nearly as practicable the same operation and quality of the type specified, subject to Engineer's approval. 2.03 MATERIALS: A. Locksets: All locksets and latchsets shall be as specified. Strikes shall be 16 gage curved steel, bronze or brass with 2" deep box construction, and have lips of sufficient length to clear trim and protect clothing. 1. Locks shall have minimum 1/2 inch throw. All deadbolts shall have 1 -inch minimum throw. 2. Comply with requirements of local security ordinances. 3. Lock Series and Design: Schlage D Series B. Hinges: Outswinging exterior doors shall have non removable (NRP) pin. All hinge open width shall be 180 degrees. Furnish hinges with Stainless Steel pins and flush bearings. 1. Furnish 3 hinges per leaf to 7 foot 6 inch height. Add one hinge for each additional 30 inches in height or fraction thereof. 2. Exterior hinges with prime finish shall have Mont -Hard K base. 3. Size listed in Hardware Sets indicates height by width. C. Floor hinges shall have maximum degree dead stop permitted by trim of adjacent structure. Furnish special pins and longer spindles as may be required. D. Surface Door Closers: Full rack and pinion type with removable non - ferrous case and cast iron body. Provide sex bolts and grommets at all doors. Place Closers inside building, stairs, and rooms. Closers shall be non - handed, non - sized, and adjustable where otherwise listed. LDrop brackets are required at narrow head rails. 08800 Page 3 of 5 P 0 E. Seals: All seals shall be finished to match adjacent frame color. Solid neoprene to be MIL Spec. R6855 -CL III, Grade 40. Sponge neoprene to be MIL Spec. R6130, Type II, Group C. F. Screws: All exposed screws shall be Stainless Steel Phillips Head. G. Silencers: Furnish silencers for interior hollow metal frames, 3 for single doors, 4 for pairs of doors. Omit where sound or light seals occur, or for fire- resistive rated door assemblies. 2.04 FINISH: A. Stainless Steel or match existing finish unless noted otherwise. Review with CITY prior to using or bidding any finish other than stainless steel. B. Spray door closers to match other hardware, unless otherwise noted. Do not paint model number tags. C. Color of seals to match frame color. D. All fasteners shall be Stainless Steel 2.05 KEYING REQUIREMENTS: A. Keying of cylinder locks shall be coordinated with the CITY / Engineer. For estimate, use master keying charge. Keying system shall be as existing and shall be approved by Engineer in writing. All exterior doors one KA set x 3 change keys. Stamp all keys 'Do not Duplicate" and with key number to match approved keying system. All keys to be from brass or steel blanks. PART 3 - EXECUTION 3.01 HARDWARE LOCATIONS: A. Hinges: 1. Bottom Hinge: 10 inches from door bottom to bottom of hinge. 2. Top Hinge: 5 inches from door top to top of hinge. 3. Center Hinge: Center between top and bottom hinge. B. Lock: 38 inches from finished floor to center of lever or knob. C. Push Bar: 45 inches from bottom of door to center of bar. D. Push Plate: 48 inches from bottom of door to center of plate. 08800 Page 4 of 5 0 0 E. Pull Plate: 42 inches from bottom of door to center of pull. F. Closers: Mount on room side of doors only (no through bolt attachments). 3.02 INSTALLATION: A. Install each hardware item per manufacturer's instructions and recommendations. Do not install surface mounted items until finishes have been completed on the substrate. Set units plumb, level and true to line and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation. 3.03 ADJUSTING: A. Adjust and check each operating item of hardware and each door, to ensure proper operation or function of every unit. Replace units which cannot be adjusted to operate freely and smoothly and to comply with all current ADA regulations. 3.04 SCHEDULE: A. Numeric legend of listed manufacturers: I. Mont -Hard. 2. Schlage Lock Company. 3. LCN Closers. 4. Hagar 5. Reese Enterprises. 6. Lund. 7. Adams Rite. 8. Rixson 9. Stanley 10. City of Newport Beach (CNB) Sign Shop B. The items to be replaced shall conform throughout to the requirements of the foregoing specification. The Mfg. column of numbers in the Hardware Schedule below refers to the manufacturer abbreviation listed above. C. Hardware that shall be replaced shall be as noted on the plans or as determined to be replaced by the CITY project manager. END OF SECTION 08700 08800 Page 5 of 5 0 0 SECTION 09250 - GYPSUM DRYWALL PART 1- GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Specifications for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION OF WORK: Interior and exterior drywall where shown on drawings, finished to a smooth level surface ready for finish treatment of paint. 1.03 QUALITY ASSURANCE: A. Gypsum Board material, methods, and installation shall comply with standard Architectural Specifications as printed by "United States Gypsum Company ". Where drawings or specifications do not specifically indicate requirement, the USG Specifications shall apply. This will include materials, application, details, finishing and workmanship. 1.04 SUBMITTALS: Product Data: Submit manufacturer's product specifications and installation instructions for each gypsum drywall component. 1.05 JOB CONDITIONS: Environmental Conditions: Comply with referenced standards. PART2- PRODUCTS 2.01 GYPSUM BOARD: Provide types as indicated and required in maximum lengths available to minimize joints. A. Gypsum Board ASTM C 36, 5/8" thick. B. Water Resistant ASTM C 630, 5/8" thick. "Greenboard" or equal C. Exterior ASTM C 931, 5/8" thick. D. Type: 1. Water resistant "Greenboard" at all areas. 09250 Page I of 3 2.02 TRIM ACCESSORIES: 0 A. General: ASTM C 840 provide manufacturer's standard trim accessories of types indicated for drywall work, formed of zinc alloy unless otherwise indicated. 2.03 JOINT TREATMENT MATERIALS: A. General: ASTM C 473; type recommended by the manufacturer for the application indicated, except as otherwise indicated. B. Joints, fastener, corners and trim shall be feathered out onto panel face and sanded smooth so as to not be visible when surface finishes are applied over gypsum board. 2.04 MISCELLANEOUS MATERIALS: A. General: Provide auxiliary materials for gypsum drywall work of the type and grade recommended by the manufacturer of the gypsum board. B. Gypsum Board Fasteners: Comply with GA -216. (Screw attachments only, nailing of board is not acceptable.) C. Concealed Acoustical Sealant: USG Acoustical Sealant. 2.05 FINISHES: A. Primer: Of type recommended by manufacturer of texture finish. PART 3- EXECUTION 3.01 GENERAL GYPSUM BOARD INSTALLATION REQUIREMENTS: A. Pre - Installation Conference: Meet at the project site with the installers of related work and review the coordination and sequencing of work to ensure that everything to be concealed by gypsum drywall has been accomplished, and that chases, access panels, openings, supplementary framing and blocking and similar provisions have been completed. B. Gypsum Panel Erection shall comply with USG printed specifications. Place panels parallel to framing. Attach panels to framing supports by power driven USG screws. C. Accessories: Joint system, comer beads, meter trim, screws and miscellaneous shall conform to USG printed specifications. D. Isolate drywall construction from abutting structural and masonry work; provide edge trim and acoustical sealants as recommended by manufacturer. E. Install wall/partition boards vertically to avoid end -butt joints wherever possible 09250 Page 2 of 3 0 0 F. Install water resistant gypsum board where required by code in all wet areas, restroom interiors, and typical all walls in wet areas. 3.02 FINISHES: Gypsum Board surfaces that are exposed to view shall match the immediate adjacent drywall surface. 3.03 PROTECTION OF WORK: Installer shall advise Contractor of required procedures for protecting gypsum drywall work from damage and deterioration during remainder of construction period. END OF SECTION 09250 09250 Page 3 of 3 0 0 SECTION 09300 - TILE PART1- GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Specifications for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION OF WORK: A. Definitions: Tile includes ceramic surfacing units made from clay or other ceramic materials. The types or work of this section include: 1. Ceramic Mosaic Tile. 2. Glazed Ceramic Tile. 3. Ceramic Floor Tile. 1.03 QUALITY ASSURANCE: A. Manufacturer: Provide products by one of the following for each type of tile: 1. American Olean Tile. 2. Dal -Tile B. Tile Manufacturing Standard: TCA 137.1 Furnish tile complying with Standard Grade requirements unless indicated otherwise. Provide materials obtained from one source for each type and color of tile, grout, and setting materials. 1.04 SUBMITTALS: A. Product Data: Submit manufacturer's product data and installation instructions for materials required. B. Certification: Fumish Master Grade Certificate for each type of tile, signed by manufacturer and Installer. C. Samples: Submit 3 samples of each type, color, and texture of tile mounted on 12" square backing with joints grouted. And one sample of cove, base, or special tile accessory such as comers to match. 09801 Page 1 of 4 PART2- PRODUCTS 2.01 CERAMIC: A. Furnish porcelain type, with all- purpose edges and patterns to be selected on basis of American Olean Price Range B, Master -Set mounted. B. Size: 1. As required for replacement of existing tile. C. Verify color with Engineer and CITY. 2.03 MORTAR AND GROUT: A. Dry-Set Mortar: Factory sanded Portland cement and additives; ANSI A 118.1. Use only the type of dry-set mortar to set types of tile for which they are labeled. B. Latex - Portland Cement Mortar: Latex modified Portland cement dry-set mortar; ANSI A 118.4. C. Commercial Cement Grout: Proprietary compound of Portland cement and additives, factory blended to decrease shrinkage and increase moisture resistance. Color as selected by Architect from manufacturer's standard. D. Products offered by manufacturers to comply with requirements include the following: 1. Hydroment Ceramic Tile Grout Joint filler: The Upco CoJUSM Corp. 2. L &M Acid -R Grout; L &M -Surco Mfg. Inc. PART 3- EXECUTION 3.01 TILE INSTALLATION STANDARDS: A. ANSI Standards: Comply with applicable requirements of the following, except as otherwise indicated. 1. ANSI A108.1: Tile installed with Portland cement mortar. 2. ANSI A108.05: Tile installed with dry-set Portland cement mortar or latex - Portland cement mortar. B. Comply with manufacturer's instructions for mixing and installation of proprietary materials. 09801 Page 2 of 4 3.02 INSTALLATION: A. Extend tile work into recesses and under or behind equipment and fixtures, to form a complete covering without interruptions, except as otherwise shown. Terminate work neatly at obstructions, edges and comers without disrupting pattern or joint alignments. B. Accurately form intersections and returns. Perform cutting and drilling of tile without marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish or built -in items for straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures and other penetrations so that plates, collars, or covers overlap tile. C. Placement Methods: Install tile using the following setting beds as shown or scheduled. If not otherwise indicated, use Portland cement mortar where thickness and substrate permits. 1. Thin -set Installations: a. Dry-set Portland cement mortar or latex - Portland cement mortar. 2. Mortar Bed Installations: a. Set tile into 1/2" mortar bed with mesh reinforcement or on "Wonderboard" underlayment or approved equal. D. Jointing Pattern: Unless otherwise shown, lay tile in grid pattern. Align joints when adjoining tiles on floor, base, walls and trim are same size. Layout tile work and center the fields in both directions in each space of on each wall area. Adjust to minimize tile cutting. Provide uniform joint widths, unless otherwise shown. E. Grout: 1. Use commercial cement grout for grouting tile wall joints, unless otherwise shown. Color to match adjacent tile as selected by the engineer. 3.03 CLEANING AND PROTECTION: A. Cleaning: Upon completion of placement and grouting, clean all tile surfaces so they are free of foreign matter. Unglazed tile may be cleaned with acid solutions only when permitted by tile and grout manufacturer's printed instructions, but not sooner than 14 days after installation. Protect metal surfaces, cast iron and vitreous plumbing fixtures from effects of acid cleaning. Flush surface with clean water before and after cleaning. B. Finished Tile Work: Leave finished installation clean and free of cracked, chipped, broken, unbonded, or otherwise defective tile work. C. Protection: When recommended by tile manufacturer, apply a protective coat of neutral protective cleaner to completed tile walls and floors. Protect installed tile work with Kraft paper or other heavy covering during construction period to prevent damage 09801 Page 3 of 4 0 0 and wear. Prohibit foot and wheel traffic from using tilted floors for at least 3 days after grouting is completed. Before final inspection, remove protective coverings and rinse neutral cleaner from tile surfaces. � ►1� i7 �� (�1► L I iii I Z � 7 09801 Page 4 of 4 0 SECTION 09801 — SPECIAL COATINGS — PIGMENTED ANTI GRAFFITI PART1- GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Specifications for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION OF WORK: A. Extent of painting work is shown on drawings and as herein specified. B. The work includes painting and finishing of interior and exterior exposed items and surfaces throughout project, except as otherwise indicated. C. "Paint" as used herein means all coating systems materials, including primers, emulsions, enamel, stains, sealers and fillers, and other applied materials whether used as prime, intermediate or finish coats. D. Do not paint over any code required labels, such as Underwriter's Laboratories and Factory Mutual, or any equipment identification, performance rating, name, or nomenclature plates. 1.03 SUBMITTALS: A. Product Data: Submit manufacturer's technical information including coating label analysis and application instructions for each material proposed for use. B. Samples: Submit samples for Engineer's review of color and texture only. Provide a listing of material and application for each coat of each finish sample. 1.04 DELIVERY AND STORAGE: A. Deliver materials to job site in original, new and unopened packages and containers bearing manufacturer's name and label. B. Store paint material in clean, safe area that will not be hazardous to workman, or project. Storage and handling shall comply with manufacturer's recommendations. 1.05 JOB CONDITIONS: A. Apply paint and paint products only when temperatures of surface and surrounding air temperatures and condition conform to paint manufacturer's printed requirements. 09801 Page I of 4 0 PART 2- PRODUCTS 2.01 ANTI GRAFFITI: 0 A. "ARMAGLAZE WB 6000" Anti - Graffiti Coating as Mfg. By Aquarius Coatings, Inc. B. "ARMACLEAR Sealek, Safe -T- Primer" as Mfg. By Aquarius Coatings, Inc. 2.02 COLORS AND FINISHES: A. Colors in all cases shall match the existing color unless noted otherwise, surface treatments, and finishes, are indicated in "drawings" of the contract documents. B. Prior to beginning work Engineer will furnish color chips for surfaces to be painted. Use represented colors when preparing samples for review. C. Color Pigments: Pure, mfg types to suit substrates and service indicated. D. Paint Coordination: Provide (2) finish coats of sealer. Review other sections of these specifications in which prime paints are to be provided to ensure compatibility of total coatings system for various substrates. Upon request from other trades, furnish information on characteristics of finish materials proposed for use, to ensure compatible prime coats are used. Provide barrier coats over incompatible primers or remove and re- prime as required. Notify Engineer in writing of any anticipated problems using specified coating systems. 2.03 MATERIAL QUALITY: A. Provide best quality grade of coatings as manufactured by acceptable coating materials manufacturer. Materials not displaying manufacturer's identification as a standard, best grade product will not be acceptable. 1.0 Manufacturer shall be: a. Aquarius Coatings, Inc. Distributed by ICI /Sinclair Paints B. Provide undercoat sealer and topcoat sealer produced by same manufacturer as finish coats. Use only thinners approved by paint manufacturer, and use only within recommended limits. PART 3- EXECUTION 3.01 INSPECTION: A. Applicator must examine areas and conditions under which painting work is to be applied and notify Contractor in writing of conditions detrimental to proper and timely completion of work. Do not proceed with work until unsatisfactory conditions have been corrected in a manner acceptable to Applicator. 09801 Page 2 of 4 0 0 B. Starting of painting work will be construed as Applicator's acceptance of surfaces and conditions within any particular area. C. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions otherwise detrimental to formation of a durable paint film. 3.02 SURFACE PREPARATION: A. General: Perform preparation and cleaning procedures in accordance with paint manufacturer's instructions and as herein specified, for each particular substrate condition. B. Remove hardware, hardware accessories, machined surfaces, plates, lighting fixtures, and similar items in place and not to be finish painted, or provide surface applied protection prior to surface preparation and painting operations. Remove, if necessary, for complete painting of items and adjacent surfaces. Following completion of painting of each space or area, reinstall removed items. 3.03 MATERIALS PREPARATION: A. Mix and prepare painting materials in accordance with manufacturer's directions. B. Store materials not in actual use in tightly covered containers. Maintain containers used in storage, mixing and application of paint in a clean condition, free of foreign materials and residue. C. Stir materials before application to produce a mixture of uniform density, and stir as required during application. Do not stir surface film into material. Remove film, and, if necessary, strain material before using. 3.04 APPLICATION: A. General: Apply in accordance with manufacturer's directions. Use applicators and techniques best suited for substrate and type of material being applied. 1. Give special attention to insure that surfaces, including edges, comers, crevices, welds, and exposed fasteners receive a dry film thickness equivalent to that of flat surfaces. B. Scheduling Painting: Apply first coat material to surfaces that have been cleaned, pre - treated or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. C. Minimum Coating Thickness: Apply materials at not less than manufacturer's recommended spreading rate, to establish a total dry film thickness as indicated or, if not indicated, as recommended by coating manufacturer. 09801 Page 3 of 4 D. Prime Coats: Apply prime coat of material, which is required to be painted or finished, and which has not been prime coated by others. Recoat primed and sealed surfaces where there is evidence of suction spots or unsealed areas in first coat, to assure a finish coat with no burn - through or other defects due to insufficient sealing. E. Pigmented (Opaque) Finishes: Completely cover to provide an opaque, smooth surface of uniform finish, color, appearance and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, or other surface imperfections will not be acceptable. F. Completed Work: Match approved samples for color, texture and coverage. Remove, refinish or repaint work not in compliance with specified requirements. 3.05 CLEAN -UP AND PROTECTION: A. Clean-Up: During progress of work, remove from site discarded paint materials, rubbish, cans and rags at end of each workday. No debris from painting or other operations is to be placed into city trash containers. B. Protection: Protect work of other trades, whether to be painted or not, against damage by painting and finishing work. Correct any damage by cleaning, repairing or replacing, and repainting, as acceptable to Engineer. 1. Provide "Wet Paint' signs as required to protect newly painted finishes. Remove temporary protective wrappings provided by others for protection of their work, after completion of painting operations. 2. At the completion of work of other trades, touch -up and restore all damaged or defaced painted surfaces. END OF SECTION 09801 09801 Page 4 of 4 0 9 SECTION 09900 - PAINTING PART1- GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Specifications for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION OF WORK: A. Extent of painting work is shown on drawings and as herein specified. B. The work includes painting and finishing of interior and exterior exposed items and surfaces throughout project, except as otherwise indicated. Surface preparation, priming and coats of paint specified are in addition to shop priming and surface treatment specified under other sections of work. C. "Paint" as used herein means all coating systems materials, including primers, emulsions, enamel, stains, sealers and fillers, and other applied materials whether used as prime, intermediate or finish coats. D. Paint exposed surfaces whether or not colors are designated in "schedules ", except where natural finish of material is specifically noted as a surface not to be painted. Where items or surfaces are not specifically mentioned, paint same as adjacent similar materials or areas. If color or finish is not designated, Engineer will select these from standard colors available for materials systems specified. E. Shop Priming: Unless otherwise specified, shop priming of ferrous metal items is included under various sections for structural steel, miscellaneous metal, hollow metal work, and similar items. F. Prefinished Items: Unless otherwise indicated, do not include painting when factory finishing or installer finishing is specified for such items as (but not limited to) metal toilet enclosure, prefinished partition systems, acoustic materials, architectural woodwork and casework, finished mechanical and electrical equipment including light fixtures, doors and equipment. G.Do not paint over any code required labels, such as Underwriter's Laboratories and Factory Mutual, or any equipment identification, performance rating, name, or nomenclature plates. 1.03 SUBMITTALS: A. Product Data: Submit manufacturer's technical information including paint label analysis and application instructions for each material proposed for use. 09900 Page 1 of 6 0 0 B. Samples: Submit samples for Engineer's review of color and texture only. Provide a listing of material and application for each coat of each finish sample. 1.04 DELIVERY AND STORAGE: A. Deliver materials to job site in original, new and unopened packages and containers bearing manufacturer's name and label. B. Store paint material in clean, safe area that will not be hazardous to workman, or project. Storage and handling shall comply with manufacturer's recommendations. 1.05 JOB CONDITIONS: A. Apply paint and paint products only when temperatures of surface and surrounding air temperatures and condition conform to paint manufacturer's printed requirements. PART 2- PRODUCTS 2.01 COLORS AND FINISHES: A. Paint colors in all cases shall match the existing color unless noted otherwise, surface treatments, and finishes, are indicated in "drawings" of the contract documents. B. Prior to beginning work Engineer will furnish color chips for surfaces to be painted. Color will be custom blended, as selected by Engineer. Use represented colors when preparing samples for review. C. Color Pigments: Pure, non - fading, applicable types to suit substrates and service indicated. D. Paint Coordination: Provide finish coats that are compatible with prime paints used. Review other sections of these specifications in which prime paints are to be provided to ensure compatibility of total coatings system for various substrates. Upon request from other trades, furnish information on characteristics of finish materials proposed for use, to ensure compatible prime coats are used. Provide barrier coats over incompatible primers or remove and re -prime as required. Notify Engineer in writing of any anticipated problems using specified coating systems with substrates primed by others. 2.02 MATERIAL QUALITY: A. Provide best quality grade of various types of coatings as regularly manufactured by acceptable paint materials manufacturers. Materials not displaying manufacturer's identification as a standard, best grade product will not be acceptable. 1. Proprietary names used to designate colors or materials are not intended to imply that products of name manufacturers are required to exclusion of equivalent products of other manufacturers. 09900 Page 2 of 6 0 2. Manufacturer's shall be of quality or better, of the following: a. Sinclair Paint Co. b. Dunn - Edwards Paint Co. B. Provide undercoat paint produced by same manufacturer as finish coats. Use only thinners approved by paint manufacturer, and use only within recommended limits. 2.03 EXTERIOR PAINT SYSTEMS (EPS): A. Provide the following paint systems for various substrates as indicated (on the drawings and specified herein). PI Gypsum Wallboard 1st Coat: Alklyd Sealer (White) 2nd Coat: Ord Coat: Exterior Flat Acrylic Emulsion. P2 Concrete and Masonry I st Coat: Smooth Latex Block Filler 2nd Coat: Exterior Flat Vinyl Acrylic Latex P3 Ferrous Metal: 1st Coat: Alkyd Inhibitive Primer. 2nd Coat: Alkyd Undercoat 3rd Coat: Exterior Gloss Alkyd Enamel. 2.04 INTERIOR PAINT SYSTEMS (IPS): Provide the following paint systems for various substrates as indicated on the drawings and specified herein. PI Gypsum Drywall (DW), Flat: 1st Coat: Latex Primer. (White) 2nd Coat & 3rd Coat: Flat Vinyl Enamel. P2 Gypsum Drywall (DW), Eggshell: 1st Coat: Latex Primer. (White) 2nd Coat &3rd Coat: Synthetic Alkyd Low Sheen Enamel. P3 Gypsum Drywall (DW),Semi Gloss: 09900 Page 3 of 6 0 1st Coat: Latex Primer. (White) 2nd Coat &3rd Coat: Gloss Alkyd Enamel. P4 Gypsum Drywall (DW) Gloss: 1 st Coat: Latex Primer. (White) 2nd Coat &3rd Coat: Gloss Alkyd Enamel. P5 Wood, Gloss: 1st Coat: Interior Enamel Undercoater. 2nd Coat &3rd Coat: Gloss Alkyd Enamel. PART 3- EXECUTION 3.01 INSPECTION: • A. Applicator must examine areas and conditions under which painting work is to be applied and notify Contractor in writing of conditions detrimental to proper and timely completion of work. Do not proceed with work until unsatisfactory conditions have been corrected in a manner acceptable to Applicator. B. Starting of painting work will be construed as Applicator's acceptance of surfaces and conditions within any particular area. C. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions otherwise detrimental to formation of a durable paint film. 3.02 SURFACE PREPARATION: A. General: Perform preparation and cleaning procedures in accordance with paint manufacturer's instructions and as herein specified, for each particular substrate condition. B. Remove hardware, hardware accessories, machined surfaces, plates, lighting fixtures, and similar items in place and not to be finish painted, or provide surface applied protection prior to surface preparation and painting operations. Remove, if necessary, for complete painting of items and adjacent surfaces. Following completion of painting of each space or area, reinstall removed items. C. Touch -up shop - applied prime coats wherever damaged or bare, where required by other sections of these specifications. Clean and touch -up with same type shop primer. D. Galvanized & Aluminum: Clean free of oil and surface contaminants with non - petroleum based solvent. 09900 Page 4 of 6 0 3.03 MATERIALS PREPARATION: A. Mix and prepare painting materials in accordance with manufacturer's directions. B. Store materials not in actual use in tightly covered containers. Maintain containers used in storage, mixing and application of paint in a clean condition, free of foreign materials and residue. C. Stir materials before application to produce a mixture of uniform density, and stir as required during application. Do not stir surface film into material. Remove film, and, if necessary, strain material before using. 3.04 APPLICATION: A. General: Apply paint in accordance with manufacturer's directions. Use applicators and techniques best suited for substrate and type of material being applied. 1. Apply additional coats when undercoats, stains or other conditions show through final coat of paint, until paint film is of uniform finish, color and appearance. Give special attention to insure that surfaces, including edges, corners, crevices, welds, and exposed fasteners receive a dry film thickness equivalent to that of flat surfaces. 2.Finish exterior doors on tops, bottoms and side edges same as exterior faces, unless otherwise indicated. 3. Plastic faced doors are to have top, bottom and both side edges painted to match face color. 4. Sand lightly between each succeeding enamel coat. 5. Omit first coat (primer) on metal surfaces, which have been shop -primed and touch -up painted, unless otherwise indicated. 6. Paint textures on similar adjacent surfaces to match. Example: if door faces have paint roller texture, door frames shall match roller texture (not brush texture). B. Scheduling Painting: Apply first coat material to surfaces that have been cleaned, pre- treated or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. C. Minimum Coating Thickness: Apply materials at not less than manufacturer's recommended spreading rate, to establish a total dry film thickness as indicated or, if not indicated, as recommended by coating manufacturer. D. Prime Coats: Apply prime coat of material, which is required to be painted or finished, and which has not been prime coated by others. Recoat primed and sealed 09900 Page 5 of 6 surfaces where there is evidence of suction spots or unsealed areas in first coat, to assure a finish coat with no burn- through or other defects due to insufficient sealing. E. Pigmented (Opaque) Finishes: Completely cover to provide an opaque, smooth surface of uniform finish, color, appearance and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness or other surface imperfections will not be acceptable. F. Completed Work: Match approved samples for color, texture and coverage. Remove, refinish or repaint work not in compliance with specified requirements. 3.05 CLEAN -UP AND PROTECTION: A. Clean-Up: During progress of work, remove from site discarded paint materials, rubbish, cans and rags at end of each workday. No debris from painting or other operations is to be placed into city trash containers. B. Protection: Protect work of other trades, whether to be painted or not, against damage by painting and finishing work. Correct any damage by cleaning, repairing or replacing, and repainting, as acceptable to Engineer. 1. Provide "Wet Paint' signs as required to protect newly painted finishes. Remove temporary protective wrappings provided by others for protection of their work, after completion of painting operations. 2. At the completion of work of other trades, touch -up and restore all damaged or defaced painted surfaces. END OF SECTION 09900 09900 Page 6 of 6 0 SECTION 10160 - TOILET PARTITIONS PART1- GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Specifications for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION OF WORK: A. Extent of toilet partition work required is shown on drawings, include partitions, trim and installation. 1.03 QUALITY ASSURANCE: A. Field Measurements: Take field measurements prior to preparation of shop drawings and fabrication where possible, to ensure proper fitting of work. However, allow for adjustments within specified tolerance wherever taking of field measurements before fabrication might delay work. B. Coordination: Furnish inserts and anchorages, which must be built into other work for installation of toilet partitions and related work. C. Manufacturer: Provide toilet partitions and screens produced by one of the following: 1. Global Steel Products Corp. 2. The Mills Company 3. Bobrick 1.04 SUBMITTALS: A. Product Data: Submit manufacturer's detailed technical data for materials, fabrication, and installation, including catalog cuts of anchors, hardware, fastenings, and accessories. PART 2- PRODUCTS 2.01 MATERIALS: A. General: Provide materials, which have been selected for surface flatness and smoothness. Exposed surfaces, which exhibit, pitting, seam marks, roller marks, stains, discolorations, telegraphing of core material, or other imperfections on finished units are not acceptable. 10160 Page 1 of 3 0 0 B. Partitions shall be Floor Braced, Series 500, as manufactured by the Mills Compartment Company. If it is determined by CITY that floor bracing does not provide rigid, non - moving panels, ceiling braces may be required. C. Hardware and Accessories: Manufacturer's standard design, heavy -duty operating hardware and accessories including hinges, latch and keeper, and door pull. All hardware and fasteners shall be Stainless Steel. All doors shall have manufacturers provided coat hook. 2.02 FABRICATION: A. General: 1. Famish standard doors, panels, screens, and pilasters fabricated for partition system, unless otherwise indicated. Furnish units with cutouts, drilled holes, and internal reinforcement to receive partition- mounted hardware, accessories, and grab bars, as indicated. 2.03 FINISHES: A. Solid Phenolic material panels at all locations. Color as selected by Engineer. PART 3 - EXECUTION 3.01 INSPECTION: Installer must examine areas and conditions under which toilet partitions and related items are to be installed, including supporting anchors and supports installed by others, and must notify Contractor in writing of conditions detrimental to proper and timely completion of work. Do not proceed with work until unsatisfactory conditions have been corrected in manner acceptable to Installer. 3.02 INSTALLATION: A. General: Comply with manufacturer's recommended procedures and installation sequence. Install partitions rigid, straight, plumb, and level. Provide clearances of not more than 1/2" between pilasters and panels, and not more than 1" between panels and walls. Secure panels to walls with not less than two stirrup brackets attached near top and bottom of panel. Locate wall brackets so that holes for wall anchorages occur in tile joints if applicable. Secure panels to stirrup brackets located to align with stirrup brackets at wall. Secure panels in position with manufacturer's anchoring devices. 3.03 ADJUST AND CLEAN: A. Hardware Adjustment: Adjust and lubricate hardware for proper operation. Set hinges on in swinging doors to hold open approximately 30 degrees from closed position when unlatched. Set hinges on out swinging doors (and entrance swing doors) to return to fully closed position. 10160 Page 2 of 3 1i 0 B. Clean exposed surfaces of partition systems using materials and methods recommended by manufacturer, and provide protection as necessary to prevent damage. Remove all shipping labels, plastic protection coverings, etc. from surfaces prior to cleaning. END OF SECTION 10160 10160 Page 3 of 3 0 0 SECTION 10400 - IDENTIFYING DEVICES PART1- GENERAL 1.01 RELATED DOCUMENTS Drawings and general provisions of the Contract, including the Standard Specifications for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION OF WORK Extent of plaques is indicated on drawings and/or specified herein. 1.03 QUALITY ASSURANCE: Drawing and specifications are based on one manufacturer's standard products. Another standard system of similar and equivalent nature will be acceptable when differences do not materially detract from design concept or intended performance, as judged solely by Engineer. 1.04 SUBMITTALS Product Data: Submit manufacturer's technical data and installation instructions for plaques. PART2- PRODUCTS All signage shall comply with the current Federal Register ADA guidelines with contrasting colors as indicated on the drawings and shall have Raised Braille symbols to companion the raised letter text. A Braille to text chart shall be provided for field verification of Braille symbols. 2.01 MANUFACTURER Subject to compliance with requirements, provide products that comply with all aspects of the current title 24 and ADA guidelines. Contractor shall consult with the CITY sign department for all signs as the first manufacturer option. If signage is not obtained from CITY department contractor shall then provide submittal of other manufacturer. Manufacturer shall be the Contractor's responsibility and the Engineer has the right to reject suppliers that do not meet the City Standards for signage. All signage shall be designed for high traffic and durability and shall be suited for the application intended (indoor or outdoor). If signage is obtained from CITY contractor will be responsible for installation and content as well as coordination with the CITY sign department. 2.02 MATERIALS A. Toilet Room Plaques B. Entry Door Signs C. Exterior Signage 10400 Page 1 oft 0 PART 3- EXECUTION 3.01 INSTALLATION Install units plumb and level, in locations and with mountings as shown on the drawings and/or specified herein and in accordance with manufacturer's installation instructions. Save all existing signs that will not be reused on the site. Return to CITY for reuse elsewhere. 3.02 CLEANING AND PROTECTION At completion of installation, clean surfaces in accordance with manufacturer's instructions. Protect units from damage until acceptance by Engineer. Signs with broken or damaged symbols and/or Braille printing will be rejected as non - conforming. END OF SECTION 10400 10400 Page 2 of 2 0 0 SECTION 10800 - TOILET AND BATH ACCESSORIES PART1- GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Specifications for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION OF WORK: Extent of each type of toilet accessory is shown on drawings and schedules. 1.03 OUALITY ASSURANCE: A. Accessory Locations: Coordinate accessory locations with other work to avoid interference and to assure proper operation and servicing of accessory units. Install all accessories within ADA guidelines for reach and location. B. Products: Provide products of same manufacturer for each type of accessory unit and for units exposed in same areas, unless otherwise acceptable to Engineer. C. Manufacturer: Provide toilet accessories as manufactured by Bobrick Washroom Equip., Inc. E. All products shall be stainless steel (polished finish) and installed with stainless steel fasteners typical throughout unless noted otherwise. 1.04 SUBMITTALS: Product Data: Submit manufacturer's technical data and installation instructions for each toilet accessory. PART 2- PRODUCTS 2.01 SCHEDULE OF TOILET ACCESSORIES: A. Manufacturer: Model numbers of toilet accessories listed are those of Bobrick Washroom Equipment, Inc. Refer to the Drawings for the model and number of each selected piece of equipment. PART 3 - EXECUTION 3.01 INSPECTION: Installer must examine substrates, previously installed inserts and anchorages necessary for mounting of toilet accessories, and other conditions under which installation is to occur, and must notify Contractor in writing of conditions detrimental to proper and timely completion of 10800 Page I oft 0 0 work. Do not proceed with work until unsatisfactory conditions have been corrected in manner acceptable to Installer. 3.02 INSTALLATION: Install toilet accessory units in accordance with manufacturer's instructions, using fasteners, which are appropriate to substrate and recommended by manufacturer of unit. Install units plumb and level, firmly anchored in locations indicated. All fasteners shall be Stainless Steel. All fixtures shall be caulked around mounting perimeter with matching exterior grade caulk. 3.03 ADJUST AND CLEAN: A. Adjust toilet accessories for proper operation and verify that mechanisms function smoothly. B. Clean and polish all exposed surfaces after removing protective coatings. END OF SECTION 10800 10800 Page 2 of 2 0 0 SECTION 1 5400 - PLUMBING PARTI - GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Specifications for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION OF WORK: A. Shall include all labor and materials required for the completion of fully operating plumbing systems including but not necessarily limited to: excavation, back fill and compaction; obtaining all required licenses, permits, inspections, water meters and connections; all water distribution; all vents and wastes; floor drainage; fixtures and trim; rough -in and connect condensate to mechanical appliances. Re -pave walkways as necessary. B. Work specified elsewhere: 1.03 SUBMITTALS: A. Shop Drawings: Within ten (10) days after award of contract submit to the Engineer six (6) sets of submittals including catalog cuts of plumbing equipment and complete shop drawings and materials including that which is required but not specified. B. As -Built Drawings: During progress of the work maintain an accurate record of all changes made from the plans. Present professionally done, reproducible plan to Engineer reflecting changes. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING: A. Protect materials during transit, delivery, storage and handling to prevent damage, soiling and deterioration. 1.05 JOB CONDITIONS: A. Contractor shall visit site prior to bidding and fully acquaint himself with conditions affecting installation of the proposed systems. B. Verify electrical power requirements on site. Confirm accessibility and location of services. C. Maintain continuity of service to existing systems without inconvenience or danger to personnel. 15400 Page 1 of 6 0 PART2- PRODUCTS 2.01 GENERAL: Ll A. Use only new first class materials. Equipment to be identified with nameplate. Electrical equipment to be UL listed. Where required all to be State Fire Marshall Approved. All insulation shall have a flame spread of not more than 25 and a smoke density not exceeding 50. 2.02 PIPING MATERIALS: A. Soil, waste, and vent piping within buildings: Service weight cast iron no -hub soil pipe unless otherwise noted. Make up with compression -type fittings with stainless steel clamp and shield assemblies and neoprene joints. B. Vent piping 2 1/2" size and smaller above floor may be schedule 40 galvanized steel pipes made up with cast iron drainage fittings. C. Sewer and waste exterior: From five feet outside the buildings extra strength vitrified clay pipe with mechanical joints. Minimum size shall be 4" VCP or as specified on plans. D. Domestic water piping: 1. All hot and cold water piping above the floor shall be Type "L" hard -drawn copper tube made up with 95 -5 solder. NO LEAD SOLDER IS TO BE USED. 2. Domestic water piping below ground outside of buildings size 1 -1/2" and smaller shall be PVC schedule 40. Size 2" and larger shall be PVC Schedule 80 of Class 315 using Schedule 80 fittings. Only Schedule 40 male adapters are acceptable. Set pipes a minimum of 18" deep and provides a ground wire adjacent to pipe connecting building piping to meter (Minimum #6 copper solid wire). E. Condensate drain and indirect waste piping: Above grade shall be DWV copper with DWV drainage type fittings. The engineer may use PVC as approved by jurisdictional authorities with specific approval. 2.03 MISCELLANEOUS MATERIALS: A. Valves: Gate valves shall be "Walworth ", or equal, 125 lb. solder ends, all bronze. Hose bibs shall be "Acorn" 8105 -2 wall box at walkways, and 8126 free standing. Loose key operated; finished with chrome inside and bronze outside. All hose bibs shall have built -in vacuum breakers. Crane 252 gas cock shall be used. B. Valve boxes: All yard boxes to be pre -cast concrete 'Brooks Products" with the name of service on the cover. 15400 Page 2 of 6 0 0 C. Pipe sleeves and escutcheons: All pipe sleeves shall be "Adjusto- Crete ", of equal, with B &C chrome plated escutcheons in all finished areas. D. Hangers and Supports: All hangers and supports shall be "Grinnel" or equal. Provide lateral bracing where hangers exceed 18" long. Isolate hangers and supports from piping with "Semco" Trisolators. Insulate at openings of structure with 1/2" wrap. E. Vent Flashing: Vent flashing at each vent through the roof shall be heavy AMC galvanized sheet metal with zinc chromate plating. F. Water Hammer Arrestors: Water hammer arrestors shall be Stainless Steel bellows type at all quick closing valves, "JR. Smith "series 5000. Provide access per code requirements. G. Unions: Isolate all dissimilar metals with "EPCO" dielectric unions. Provide NEBCO 623 for 2" and smaller and #740 for larger. H. Clean outs: Floor clean outs: "J.R. Smith " 4023, 4043. Grade clean outs: "JR. Smith " 4253. Wall clean outs: "JR. Smith " 4553 in tile walls and toilet rooms and 4532 in other areas. I. Access Plates: Access plates shall be provided at all concealed valves and equipment. "Milcor" or equal, hinged, rated to match construction, stainless or prime coated steel as selected by Engineer, equipped with key locking device. In acoustical ceilings provide with inset to receive ceiling tile. All keys for such plates will be delivered to inspector upon final inspection of site. J. Combination Pressure and Temperature Relief Valves: "Watts Regulator Company" or equal on storage tanks and water heaters (sized for BTUH input and ASTM stamped). K. Fixtures and Equipment: All fixtures and equipment shall be as specified and shall be complete with all stops, supplies, backing drain, chrome plated bronze trim and other items necessary for a complete operable system and fixture. Fixtures shall be as specified only and no substitution will be accepted for fixtures. L. Pipe Wrapping: Coat all buried metal pipe with 30 mils thick "Johns Manville" Trantex lapped 1/2" or factory coated with "Hunt's" process H.P. #11 coal tar wrap. Test with "Holiday "detector at 7000 volts for defects. Insulate all hot water pipes above grade per title 24 requirements. Provide canvas finish and adhesive sizing. Hot water pipe below grade shall be wrapped with 1" minimum foam insulation. 2.04 OTHER MATERIALS: A. All other materials, not specifically described but required for a complete and proper installation, shall be new, first quality of their respective kinds and subject to the approval of the Engineer. 15400 Page 3 of 6 9 0 2.05 EXTERIOR DRINKING FOUNTAINS: For all exterior drinking fountain installations the following piping specifications shall take precedence unless required by the Engineer. A. Provide and install Haws Model 6611 in- ground debris collection unit. Extend drain line as required to achieve the proper slope required by manufacturer for proper installation. Plumbing contractor shall inform contractor any additional grading/landscape requirements to achieve this and all costs associated will be included in the contract. B. All supply lines shall be copper with no fittings located under concrete. C. All drain lines shall be schedule 80 PVC piping. D. Provide and install only "sweep" type fittings on drain lines. PART 3- EXECUTION 3.01 GENERAL REQUIREMENTS: A. Clearances: The drawings are essentially diagrammatic. Provide equipment clearances and offsets in piping as necessary to conform to structure, avoid obstructions, preserve headroom and keep passageways clear as a contract requirement. Equipment shall be accessible for maintenance. B. Coordination: Coordinate all work of this section with other trades to avoid interference and for the general benefit of all the work. Arrange for and make all utility connections. Verify approved locations prior to construction and installation. C. Enclosure of Pipes: Except where specifically permitted by the Engineer, route all pipes concealed within building cavities. D. Trenching and Backfilling: Perform all trenching and backfilling associated with the plumbing installation. E. Codes: Perform all work according to all applicable codes and regulations. Obtain all permits, fees, and inspections required by governing authorities. Additional work required to conform to these codes will be done at no additional charge. 3.02 INSTALLATION OF PIPING: A. Thoroughly clean piping before installation. B. Underground piping shall have a minimum cover of 24 ". Metal pipe shall extend to a minimum of ten (10) from the building. Provide sleeves at least 1/2" larger than pipe for pipes passing through footings. 15400 Page 4 of 6 9 0 C. Provide clamps or concrete thrust blocks on dead ends, angles or at other points where separation may occur in joints. D. Provide fittings at all water supply outlets and connections to fixtures, which will hold the pipe rigidly to the structure and will allow no movement. E. Provide a union on one side of all valves and at equipment connections. F. Make suitable provision for maximum expansion and contraction of piping. G. No bullhead tees, close nipples, or bushings will be allowed. H. Cushion all traps and bearings to minimize transfer of sound. Provide water hammer arrestors at quick closing valves. I. Slope all waste and sewer piping at 1/4" per foot unless otherwise noted or permitted. J. PROVIDE TRAP PRIMERS to all floor drains and other infrequently used traps in accordance with local requirements. K. Cutting and Patching: Do all drilling, cutting, and patching required for the installation of the same materials and workmanship as the original work. 3.03 INSTALLATION OF PLUMBING FIXTURES AND EQUIPMENT: A. Verify fixture and equipment locations and service with the Plans and furnish and connect fixtures and equipment as shown thereon. Equipment shall be securely anchored to the structure. B. Wall -hung fixtures on stud walls shall be securely attached to a 1/4" thick by 8" wide steel plate which shall extend to at least one stud beyond the first and last fixture mounting point. Plate shall be shop drilled with holes 1/16" larger than stud bolts supplied with fixture or fixture arms specified. A jam nut shall be set tight against face of plate to secure stud. Fixture hanger or arm shall be supported free of finished wall by means of a second set of jam nuts. Plates shall be securely bolted to each stud crossed with 1/8" minimum by 2" steel back -up plates. Fixtures with back, specified without supporting arms, shall in addition to the above specified plates, have fixture hangers securely attached by a 2" by 8" wood backings. C. Each individual fixture supply shall be provided with chromium plated loose key I.P.S. stop valve. Deliver loose keys to Engineer (no less than 1 key per fixture). No rubber packing or composition seal shall be installed. Supplies shall be metal to metal only. 15400 Page 5 of f • • 3.04 STERILIZATION OF PIPES: A. After preliminary purging of the system, chlorinate the entire potable water system in accordance with the current recommendations of the American Water Works Association. B. Chlorinate only when the buildings are unoccupied. Then thoroughly flush the entire potable water system. 3.05 CLEANING, TESTING AND ADJUSTING: A. Flush water systems clean and make all tests required by jurisdictional authorities. B. Make adjustments required to eliminate noise and vibration as required for approval of the Engineer. PART 4 - GUARANTEES: Materials and equipment provided and/or installed under this section shall be guaranteed for a period of one (1) year in written guarantee from the general contractor from the date of final acceptance of the work by the Engineer. END OF SECTION 15400 15400 Page 6 of 6 SECTION 16000 - ELECTRICAL: PART1- GENERAL 1.01 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Specifications for Public Works Construction, apply to work of this section. 1.02 DESCRIPTION OF WORK: A. Proceed all materials, transportation and equipment and perform all operations required to complete the electrical work as shown on the drawings and as specified herein. Extent of the electrical work is shown on drawings and stated herein. B. The work includes, but is not limited to the following: 1. Re lamp all existing fixtures 2. Relocate existing service or panel boxes as required to accomplish remodeling. 3. Electrical connections to equipment furnished in other sections of the drawings and specifications. 4. Conduit and wiring for line and low voltage wiring. 5. Lighting fixtures and lamps as indicated on drawings and as indicated herein. 6. Coordination: Coordinate work with other trades. Contractor shall bear the responsibility for and the added expense of adjusting for improper installation, due to the lack of coordination on the part of the contractor. 7. Service, outlets, terminal cabinets and backboards. 1.03 SUBMITTALS: A. Shop Drawings: Within ten (10) days after award of contract submit six (6) sets of submittals including catalog cuts of electrical equipment and complete shop drawings and materials including that which is required but not specified. B. As -Built Drawings: During progress of the work maintain an accurate record of all changes made from the plans. Present professionally done, reproducible (mylar or Xerox on vellum) plan to CITY reflecting changes. Contractor shall have original architectural plans copied onto mylar as part of contract. All approved submittals shall be shown on as -built plans. 016000 Page I of 7 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING: A. Protect materials during transit, delivery, storage and handling to prevent damage, soiling and deterioration. 1.05 JOB CONDITIONS: A. Contractor shall visit site prior to bidding and fully acquaint himself with conditions affecting installation of the proposed systems. B. Verify electrical power requirements on site. Confirm accessibility and location of services. C. Maintain continuity of service to existing systems without inconvenience or danger to personnel. PART2- PRODUCTS 2.01 GENERAL: A. Use only new first class materials. Equipment to be identified with nameplate. Electrical equipment to be UL listed. Where required all to be State Fire Marshall Approved. All insulation shall have a flame spread of not more than 25 and a smoke density not exceeding 50. 2.02 CONDUITS: A. Rigid galvanized steel or intermediate metal conduits in interior and exterior above grade locations. Verify current codes with CITY. B. Electrical Metallic Tubing (EMT) in partitions, ceiling spaces, and stud walls, or where installed above eight feet above the floor line and not subject to mechanical damage. C. Flexible steel conduit for connections to motors and other vibrating or rotating equipment. In areas where moisture and movement of the item is required due to vibrations or for maintenance, provide liquid tight flexible steel conduits. Flexible aluminum conduits shall not be used. D. All conduits shall be concealed from view wherever practical. E. Nonmetallic conduits, PVC Schedule 40, shall be installed underground and in concrete that is in contact with the soil. Non - metallic conduits and ducts for the electrical power and telephone services shall be as approved by the serving utility. 2.03 CONDUCTORS: A. All conductors shall be copper, insulated as follows: 016000 Page 2 of 7 0 0 #8 WAG and smaller- stranded THHN, THWN, or XHHW #6 AWG and larger- stranded THWN or XHHW 11 U B. All conductors insulated in conduits located below grade or where subject to moisture shall be THWN or XHHW. C. All line voltage conductors must be installed in EMT or conduits as specified herein. Metal clad (armored) cables shall not be used for general branch circuit wiring, except as "fixture whips" for connecting to recessed lighting fixtures in accessible ceilings. "Fixture Whips" shall not exceed 6 -feet in length. 2.04 OUTLET AND JUNCTION BOXES: A. Outlet and junction boxes used in concealed work, except in masonry shall be galvanized, one piece pressed steel knockout type, sized in accordance with the NEC for the number and size of conductors contained, but not less than 4 inches square and 1 -1/2 " deep unless noted otherwise. B. Outlet boxes installed in masonry walls shall be concrete type with square corners. Boxes shall be mounted in conjunction with the coursing of the block pattern. C. Exposed outlet boxes shall be cast metal type with threaded or union hub. Crouse - Hinds FS of FD with cast metal covers. 2.05 WIRING DEVICES: A. Receptacles - Rectangular Specifications grade, NEMA 5 -15R configuration, with side and back wiring, self - grounding - Leviton " industrial" series. Provide stainless steel devices with matching plates, unless directed by CITY. Receptacles indicated to be weatherproof type shall be mounted horizontally and equipped with self - closing cast metal cover - Leviton 6196 (FS) or 6196 -V (FS). Receptacles with other configurations shall be as indicated on drawings. B. Switches - 20 amp, 120/277 V Specifications Grade, with rectangular rocker type toggle - Leviton "industrial" series. Provide stainless steel devices with matching plates, unless directed by CITY. Provide matching three -way and four -way switches where indicated on drawings. Multiple switches at one location shall be mounted under a one -piece multi -gang plate of stainless steel. 016000 Page 3 of 7 0 2.06 LIGHTING FIXTURES: 9 A. Furnish, install and connect lighting fixtures scheduled or indicated on drawings. If the fixture type is inadvertently omitted on the drawings, the bid shall be based on the cost of fixtures specified in other similar areas. B. Lamps of the appropriate type and wattage shall be installed in every lighting fixture. Lamps shall be energy saving type as manufactured by General Electric, Philips, or Sylvania. Only new lamps shall be used from original manufacturers containers. 2.07 PANEL BOARDS: A. Panel boards shall be flush of surface mounting with hinged lockable doors, keyed alike to CITY requirements, typewritten index cardholders under plastic cover, main lugs or main protective device as shown on drawings, permanent type plastic or metal circuit number strip. Minimum cabinet dimensions shall be 20" wide by 5 -3/4" deep unless noted otherwise. B. Circuit breakers shall be bolt -on type with minimum interrupting rating of 10,000 (240 volts) or 14,000 (480 volts) symmetrical amperes, and arranged in the panels so that the breakers of the proper trip settings and poles, and circuit numbers correspond to panel schedules shown on drawings. No changes to the circuits shall be made without prior notification to the CITY. APPROVED MANUFACTURERS: General Electric, Square D or Westinghouse. PART 3- EXECUTION 3.01 LOCATIONS OF EQUIPMENT: A. The drawing indicates diagrammatically the desired locations of conduit runs, outlets, equipment, etc., follow as closely as possible. Exercise proper judgment in executing the work to secure the best possible installation in the available space and to overcome local difficulties due to space limitations or to interference of structural conditions encountered. The contractor shall be responsible for the correct placing of his work and the proper location and connection of his work in relation to the work of other trades. B. Locations shown on architectural plans or on wall elevations shall take precedence over electrical plan locations, but where a major conflict is evident, notify the CITY for instructions. C. Where equipment is furnished by another trade or by the CITY, verify dimensions and the correction location of this equipment before proceeding with the roughing -in of connections. 016000 Page 4 of 7 • 3.02 CONDUIT INSTALLATION: • t � A. Exposed conduit shall be parallel with or at right angles to building lines, beams or ceilings with symmetrical bends or metal boxes placed at changes in direction or at taps. B. Install 1/8" Tubbs Cordage Company "yellow poly -line" pull line in into each spare or empty conduit more than 10 feet in length. 3.03 CONDUCTOR INSTALLATION: A. All conductors No. 6 AWG shall be factory color- coded. Colors for each phase and the neutral shall be consistent throughout the system. B. Mark all conductor joints of #8 and smaller with UL listed connectors. Connector body shall consist of a cone shaped expandable coil " live" spring insert, insulated with a plastic shell. C. Make all conductor joints of #6 and larger with screw pressure lugs made of high strength structural aluminum alloy and UL listed for use with both copper and/or aluminum wire. D. Each circuit must correspond to the branch circuit number indicted on the panel schedule shown on the drawings except where departures are approved by the engineer. 3.04 ADDITIONAL INSTALLATION REQUIREMENTS: A. Where not specified otherwise, all electrical distribution and utilization equipment shall be identified, using permanently screw - attached embossed metal, engraved metal or laminated plastic nameplate to indicate: 1. Identify of each transformer, switchboard, motor control center, distribution panel, feeder and motor control device, and individually enclosed over current device, using the identification shown on the drawings. 2. Use or purpose of equipment disconnecting devices by identifying the equipment disconnected. B. All panel boards shall be provided with a typewritten panel circuit directory to identify all circuits served, and updated to reflect all changes made in the field. C. Coordinate the installation of lighting fixtures with architectural reflected ceiling plans for proper location, trim and appropriate mounting accessories. Location of lighting fixtures shown in mechanical equipment spaces is for bidding purposes only, and shall be adjusted to best illuminate the equipment and avoid obstructions. D. Adjustable and directional type lighting fixtures shall be aimed as directed by the Architect. Outdoor adjustable fixtures shall be aimed at night. 016000 Page 5 of 7 3.05 TESTING AND ADJUSTMENTS: A. Upon completion of all electrical work, the electrical contractor shall adjust and test all circuits, outlets, switches, lights, motors and any other electrical item to ensure perfect operation. Items, fixtures and parts in need of correction and discovered during such testing shall be immediately repaired or replaced with all new equipment and that part of the system shall then be re- tested. B. When the installation is complete and all adjustments have been made, operate the system for a period of one week, during which time demonstrate to the CITY that systems are completed and operating in conformance with the specifications. 3.06 COMPLETION: A. The work will not be reviewed for final acceptance until operating and maintenance data, manufacturer's literature, panel board directories and nameplates have been approved and properly posted or installed and final cleaning of equipment and premises has been completed. B. Upon completion of all electrical work of the contractor shall adjust and test all circuits, outlets, switches, lights, motors, and any other electrical items to ensure perfect operation of all electrical equipment. Items, fixtures, and parts in need of correction and discovered during such testing shall be immediately repaired or replaced with all new equipment and that part of the system shall be re- tested. All such replacement or repair shall be done at no additional cost to the CITY. 3.07 RECORD DRAWINGS: A. Accurately locate all underground stubouts and all changes to the work that deviate from the construction documents prepared by the Architect and Engineer. Submit one set of the record (as- built) drawing in reproducible form to the CITY for review before requesting final payment. Prepare as -built drawings that also incorporate all existing electrical work that relates to the project regardless if the items are shown on the contract documents.. This drawing shall serve as a comprehensive as -built drawing for the CITY as of the date of the completion of the project. 3.08 OPERATING AND MAINTENANCE DATA AND LOOSE MATERIALS: A. Deliver to the CITY and obtain an itemized receipt for the following material identified as to purpose: 1. All keys properly tagged. 2. Tool kits and special tools furnished with the equipment. 3. Loose operating handles. 4. Spare parts. 016000 Page 6 of 7 5. An indexed loose -leaf three -ring binder containing documentation for all fixtures, switches, etc. used in this project are to be specifically identified in literature. Literature shall include but not be limited to the following documents: a. Wiring diagrams b. Instruction books c. Service manuals d. Switchboard and panel board shop drawings e. Lighting fixture cuts PART 4- GUARANTEE: A. Provide a written guarantee for all equipment and work for a period of one year from the date of acceptance against defective workmanship, materials, and improper installation. Upon notification of failure, correct deficiency immediately and without cost to the CITY. B. Standard warranty of manufacturer shall apply for replacement of parts after expiration of the above period. Manufacturer shall furnish replacement parts to the CITY. Furnish to the CITY printed manufacturers warranties, complete with material included and expiration dates upon completion of the project. END OF SECTION 16000 016000 Page 7 of 7 C3-?) er 1) 3T� October 9, 2001 CITY COUNCIL AGENDA ITEM NO. 4 TO: Mayor and Members of the City Council FROM: Public Works Department uAPPR I'M SUBJECT: BEACH RESTROOM REHABILITATION — 15 STRE R, NEWPORT PIER, 58TH STREET AND ORANGE STREET, AWARD OF CONTRACT NO. 3377 RECOMMENDATIONS: 1. Approve the plans and specifications. 2. Award Contract No. 3377 to BB Construction for the Total Bid Price of $158,000, and authorize the Mayor and the City Clerk to execute the contract. 3. Establish an amount of $15,800 to cover the cost of testing and unforeseen work. DISCUSSION: At 11:00 A.M on September 25, 2001, the City Clerk opened and read the following bids for this project: The low total bid amount is 4 percent below the Engineer's Estimate of $165,000. The low bidder, BB Construction, possesses a General Building Contractor "B" license, but has not performed previous contract work for the City. A check with their references and the Contractors State License Board indicates that BB has satisfactorily completed similar public building projects for other Southern California agencies and has no pending actions detrimental to their contractor's license, respectively. BIDDER TOTAL BID AMOUNT Low BB Construction $158,000 2 Klassic, Inc. $164,500 3 MJ Contractor $186,000 4 2H Construction, Inc. $235,000 5 Construct 1 One, Corporation $268,393 6 AJ Construction Enterprises $283,222 7 State Wide Construction Management, Inc. $302,633 8 Universal Construction $312,600 9 Sandoval Construction $329,449 The low total bid amount is 4 percent below the Engineer's Estimate of $165,000. The low bidder, BB Construction, possesses a General Building Contractor "B" license, but has not performed previous contract work for the City. A check with their references and the Contractors State License Board indicates that BB has satisfactorily completed similar public building projects for other Southern California agencies and has no pending actions detrimental to their contractor's license, respectively. SUBJECT: BEACH RESTROOM REHABILITATION - 1r STREET, NEWPORT OR, 58'" STREET AND ORANGE STREET, AWARD OF CONTRACT NO. 3377 October 9, 2001 Page: 2 PROJECT DESCRIPTION: On September 26, 2000, the City Council entered into a Professional Services Agreement with Hutson & Partners Architecture to prepare plans and specifications for rehabilitating the 15th Street, Newport Pier, 58th Street, and Orange Street restrooms (see attached location map). Those plans and specifications are now complete and Building Permit - ready. The California Building Code requires that at least 20 percent of the cost of renovation projects shall be for providing accessibility to the facility. Accordingly, approximately 20 percent of the estimated restroom rehabilitation cost is devoted to improving accessibility at entrances; creating accessible spaces within the restrooms; and installing accessible fixtures, drinking fountains, and telephones. The contract also provides for replacing various plumbing and lighting fixtures, partitions, and deteriorated wooden members; repairing masonry; installing tile work; and repainting as needed, to upgrade the appearance of the restrooms. All work should be completed by April of 2002. FUNDING: The beach restroom rehabilitation work is funded with proceeds from the American Trader Oil Spill Settlement. Sufficient funds are available in the following account to provide for award and unforeseen work: Account Description Account Number Amount Beach Restroom Improvements 7295- C5100567 $174,000 Respectfully sub ed, A PUBL� WORKS DEPARTMENT Stephen G. Badum, Director .. �. gineer .- Attachment: Location Map Bid Summary k 0 iz U � } \® LLI )/( \ \ \] Z : «E0=e,� >2E3BT®:am 16 �3J z7.6u} 2\7\fJ\ )4/ o&/� c ( 0 /� /)Z( \ \f); (# \ (J 2 a7?¥fa &ked u6ui w��.,�u / � � 4L { r Sz U W UJ LU m �. LU a® W � Z LL O� U ^� d E .. aW o Q 00 �w x g U U in p Y O W N Y V � w �^ U V ry Q� F m m .III, y O Q ill O 1~f1 W O O Z9MwO Co Q p J Q m F Q N N F E N � W Ew jog O Or^Q = R z w z m 2 W W Z W OU w a C O F- J = 0 �a U > F- 02 m � 0 2 Y/1 U v m a E 0 0000 0 n Q C O 0 V t n m O E Ol M t o O O V V 3 W A < N c Q v O a a a a C o 41 L L L L N N 3 W N 0 0 0 0 n IN N L^ a k 0 0000 0 0 0 Q 06 L'i C6 C n W Oct Lr W ry 0 M N N w N t� M O N O N M M ` Q 00 N N O o o O u amwz _ Z m w mw n Ol OJ O N O N M M 0 0 0 0 p ♦- O O O O p C ° Q � � M M Q m 06 t N 2 0 0 0 0 N 0 0 0 0 V Z x C .-+ of of 0 �0000 o 0 0 0 J Z o =�OOOO O �Q N o 0 O 0 O 0 o 0 x = 2 0 0 0 cw 0 r C O F- J = 0 �a U > F- 02 m � 0 2 Y/1 U v m a E 0 0 0 n O N O 0 V E V1 O Vl 0 D N $ 3 £ A m v v v v a a a a C o L L L L N N W N N M P a n L^ a 0 0 CITY OF NEWPORT BEACH OFFICE OF THE CITY CLERK P.O. BOX 1768, NEWPORT BEACH, CA 92658 -8915 (949) 644 -3005 November 5, 2001 AJ Construction Enterprises 856 N. Elm Street, Suite C Orange, CA 92867 -7911 Gentlemen: Thank you for your courtesy in submitting a bid for the Beach Restrooms Rehabilitation — 15th Street, Newport Pier, 58`h Street and Orange Street Project (Contract No. 3377) in the City of Newport Beach. Enclosed is the Bid Bond which accompanied your proposal for the above mentioned project. Your cooperation in working with us on this matter is greatly appreciated, and we hope that you will accept future opportunities to bid on projects of a similiar nature. Enclosure Sincerely, I, LaVonne M. Harkless, CMC /AAE City Clerk 3300 Newport Boulevard, Newport Beach • CITY OF NEWPORT BEACH OFFICE OF THE CITY CLERK P.O. BOX 1768, NEWPORT BEACH, CA 92658 -8915 (949) 644 -3005 November 5, 2001 State Wide Construction 26012 Margueriete Parkway, H -130 Mission Viejo, CA 92692 Gentlemen: Thank you for your courtesy in submitting a bid for the Beach Restrooms Rehabilitation — 15`h Street, Newport Pier, 58`h Street and Orange Street Project (Contract No. 3377) in the City of Newport Beach. Enclosed is the Bid Bond which accompanied your proposal for the above mentioned project. Your cooperation in working with us on this matter is greatly appreciated, and we hope that you will accept future opportunities to bid on projects of a similiar nature. Enclosure Sincerely, LaVonne M. Harkless, CMC /AAE City Clerk 3300 Newport Boulevard, Newport Beach 0 0 CITY OF NEWPORT BEACH OFFICE OF THE CITY CLERK P.O. BOX 1768, NEWPORT BEACH, CA 92658 -8915 (949) 644 -3005 November 5, 2001 Universal Construction & Maintenance P.O. Box 271 San Pedro, CA 90733 Gentlemen: Thank you for your courtesy in submitting a bid for the Beach Restrooms Rehabilitation — 15th Street, Newport Pier, 58`" Street and Orange Street Project (Contract No. 3377) in the City of Newport Beach. Enclosed is the Bid Bond which accompanied your proposal for the above mentioned project. Your cooperation in working with us on this matter is greatly appreciated, and we hope that you will accept future opportunities to bid on projects of a similiar nature. Enclosure Sincerely, , S"qd&,,,,, ro. Wa LaVonne M. Harkless, CMC /AAE City Clerk 3300 Newport Boulevard, Newport Beach 0 0 CITY OF NEWPORT BEACH OFFICE OF THE CITY CLERK P.O. BOX 1768, NEWPORT BEACH, CA 92658 -8915 (949) 644 -3005 November 5, 2001 Sandoval Construction 3220 Falcon Ridge Road Diamond Bar, CA 91765 Gentlemen: Thank you for your courtesy in submitting a bid for the Beach Restrooms Rehabilitation — 15th Street, Newport Pier, 58`h Street and Orange Street Project (Contract No. 3377) in the City of Newport Beach. Enclosed is the Bid Bond which accompanied your proposal for the above mentioned project. Your cooperation in working with us on this matter is greatly appreciated, and we hope that you will accept future opportunities to bid on projects of a similiar nature. Enclosure Sincerely, LaVonne M. Harkless, CMC /AAE City Clerk 3300 Newport Boulevard, Newport Beach 0 0 CITY OF NEWPORT BEACH OFFICE OF THE CITY CLERK P.O. BOX 1768, NEWPORT BEACH, CA 92658 -8915 (949) 644 -3005 November 5, 2001 Construct 1 One, Corp 2832 Walnut Avenue, Suite C Tustin, CA 92780 Gentlemen: Thank you for your courtesy in submitting a bid for the Beach Restrooms Rehabilitation — 15th Street, Newport Pier, 58th Street and Orange Street Project (Contract No. 3377) in the City of Newport Beach. Enclosed is the Bid Bond which accompanied your proposal for the above mentioned project. Your cooperation in working with us on this matter is greatly appreciated, and we hope that you will accept future opportunities to bid on projects of a similiar nature. Enclosure Sincerely, LaVonne M. Harkless, CMC /AAE City Clerk 3300 Newport Boulevard, Newport Beach • • CITY OF NEWPORT BEACH OFFICE OF THE CITY CLERK P.O. BOX 1768, NEWPORT BEACH, CA 92658 -8915 (949) 644 -3005 November 5, 2001 M J Contractor P.O. Box 3328 Long Beach, CA 90803 Gentlemen: Thank you for your courtesy in submitting a bid for the Beach Restrooms Rehabilitation — 15`h Street, Newport Pier, 58th Street and Orange Street Project (Contract No. 3377) in the City of Newport Beach. Enclosed is the Bid Bond which accompanied your proposal for the above mentioned project. Your cooperation in working with us on this matter is greatly appreciated, and we hope that you will accept future opportunities to bid on projects of a similiar nature. Enclosure Sincerely, LaVonne M. Harkless, CMC /AAE City Clerk 3300 Newport Boulevard, Newport Beach i • CITY OF NEWPORT BEACH OFFICE OF THE CITY CLERK P.O. BOX 1768, NEWPORT BEACH, CA 92658 -8915 (949) 644 -3005 November 5, 2001 Klassic, Inc. 681 S. Tustin Avenue, Suite 204 Orange, CA 92866 Gentlemen: Thank you for your courtesy in submitting a bid for the Beach Restrooms Rehabilitation — 15`h Street, Newport Pier, 58th Street and Orange Street Project (Contract No. 3377) in the City of Newport Beach. Enclosed is the Bid Bond which accompanied your proposal for the above mentioned project. Your cooperation in working with us on this matter is greatly appreciated, and we hope that you will accept future opportunities to bid on projects of a similiar nature. Enclosure Sincerely, LaVonne M. Harkless, CMC /AAE City Clerk 3300 Newport Boulevard, Newport Beach 0 • CITY OF NEWPORT BEACH OFFICE OF THE CITY CLERK P.O. BOX 1768, NEWPORT BEACH, CA 92658 -8915 (949) 644 -3005 November 5, 2001 2H Construction, Inc. 4101 Long Beach Boulevard Long Beach, CA 90807 -2618 Gentlemen: Thank you for your courtesy in submitting a bid for the Beach Restrooms Rehabilitation — 15th Street, Newport Pier, 58th Street and Orange Street Project (Contract No. 3377) in the City of Newport Beach. Enclosed is the Bid Bond which accompanied your proposal for the above mentioned project. Your cooperation in working with us on this matter is greatly appreciated, and we hope that you will accept future opportunities to bid on projects of a similiar nature. Enclosure Sincerely, LaVonne M. Harkless, CMC /AAE City Clerk 3300 Newport Boulevard, Newport Beach PROFESSIONAL SERVICES AGREEMENT FOR 15TH STREET, NEWPORT PIER, 58TH STREET, AND ORANGE STREET RESTROOM REHABILITATION THIS AGREEMENT, entered into this 26th day of September 2000, by and between the City of Newport Beach , a Municipal Corporation (hereinafter referred to as "City "), and Hutson & Partners Architecture, whose address is 417 30"' Street, Newport Beach, California 92663 (hereinafter referred to as "Consultant "), is made with reference to the following: RECITALS A. City is a Municipal Corporation duly organized and validly existing under the laws of the State of California with the power to carry on its business as it is now being conducted under the statutes of the State of California and the Charter of City. B. City desires to rehabilitate public restrooms located 15"' Street, Newport Pier, 58"' Street and Orange Avenue. C. City desires to engage Consultant to prepare plans and specifications for said restroom replacements (hereinafter referred to as 'Project') upon the terms and conditions contained in this Agreement. D. The principal member of Consultant firm for the purpose of Project is Lyle R Hutson, AIA. E. City has solicited and received a proposal from Consultant, has reviewed the previous experience and evaluated the expertise of Consultant, has successfully negotiated with Consultant, and desires to contract with Consultant under the terms and conditions provided in this Agreement. -1- i NOW, THEREFORE, it is mutually agreed by and between the undersigned parties as follows: 1. TERM The term of this Agreement shall commence on the 26th day of September 2000, and shall terminate on the 26th day of September 2002, unless terminated earlier as set forth herein. 2. SERVICES TO BE PERFORMED Consultant shall diligently perform all the duties set forth in the scope of services, attached hereto as Exhibit "A" and incorporated herein by reference. 3. COMPENSATION TO CONSULTANT City shall pay Consultant for the services in accordance with the provisions of this Section and the scheduled billing rates set forth in Exhibit "B" attached hereto and incorporated herein by reference. No rate changes shall be made during the term of this Agreement without prior written approval of City. Consultant's compensation for all work performed in accordance with this Agreement shall not exceed the total contract price of Sixteen Thousand Five Hundred dollars ($16,500). 3.1 Consultant shall maintain accounting records of its billings which includes the name of the employee, type of work performed, times and dates of all work which is billed on an hourly basis and all approved incidental expenses including reproductions, computer printing, postage and mileage. 3.2 Consultant shall submit monthly progress invoices to City payable by City within thirty (30) days of receipt of invoice. IPZ 3.3 Consultant shall not receive any compensation for extra work without prior written authorization of City. Any authorized compensation shall be paid in accordance with the schedule of the billing rates as set forth in Exhibit "B ". 3.4 City shall reimburse Consultant only for those costs or expenses which have been specifically approved in this Agreement, or specifically approved in advance by City. Such costs shall be limited and shall include nothing more than the following costs incurred by Consultant: A. The actual costs of subconsultants for performance of any of the services which Consultant agrees to render pursuant to this Agreement which have been approved in advance by City and awarded in accordance with the terms and conditions of this Agreement. B. Approved computer data processing and reproduction charges. C. Actual costs and /or other costs and /or payments specifically authorized in advance in writing and incurred by Consultant in the performance of this Agreement. 4. STANDARD OF CARE 4.1 All of the services shall be performed by Consultant or under Consultant's supervision. Consultant represents that it possesses the professional and technical personnel required to perform the services required by this Agreement and that it will perform all services in a manner commensurate with the community professional standards. All services shall be performed by qualified and experienced personnel who are not employed by City nor have any contractual relationship with City. Consultant represents to City that it has or shall obtain all licenses, permits, qualifications and -3- approvals required of its profession. Consultant further represents that it shall keep in effect all such licenses, permits and other approvals during the term of this Agreement. 4.2 Consultant shall not be responsible for delay, nor shall Consultant be responsible for damages or be in default or deemed to be in default by reason of strikes, lockouts, accidents, acts of God, failure of City to furnish timely information or to promptly approve or disapprove Consultant's work, delay or faulty performance by City, contractors, or governmental agencies, or any other delays beyond Consultant's control. 5. INDEPENDENT PARTIES City retains Consultant on an independent contractor basis and Consultant is not an employee of City. The manner and means of conducting the work are under the control of Consultant, except to the extent they are limited by statute, rule or regulation and the expressed terms of this Agreement. Nothing in this Agreement shall be deemed to constitute Consultant or any of Consultant's employees or agents to be the agents or employees of City. Consultant shall have the responsibility for and control over the details in means of performing the work provided that Consultant is in compliance with the terms of this Agreement. Anything in this Agreement which may appear to give City the right to direct Consultant as to the details of the performance of the services or to exercise a measure of control over Consultant shall mean that Consultant shall follow the desires of City only in the results of the services. 6. COOPERATION Consultant agrees to work closely and cooperate fully with City's designated Project Administrator, and any other agencies which may have jurisdiction or interest in the work to be performed. City agrees to cooperate with Consultant's services on Project. Es 0 7. PROJECT MANAGER Consultant shall assign Project to a Project Manager, who shall coordinate all phases of Project. This Project Manager shall be available to City at all reasonable times during term of Project. Consultant has designated Lyle Hutson, Architect, to be its Project Manager. Consultant shall not bill any personnel to Project other than those personnel identified in Exhibit "B ", whether or not considered to be key personnel, without City's prior written approval by name and specific hourly billing rate. Consultant shall not remove or reassign any personnel designated in this Section or assign any new or replacement person to Project without the prior written consent of City. City's approval shall not be unreasonably withheld with respect to removal or assignment of non -key personnel. Consultant, at the sole discretion of City, shall remove from Project any of its personnel assigned to the performance of services upon written request of City. Consultant warrants it will continuously furnish the necessary personnel to complete Project on a timely basis as contemplated by this Agreement. 8. TIME OF PERFORMANCE Time is of the essence in the performance of the services under this Agreement and the services shall be performed by Consultant in accordance with the schedule specified below and consistent with sound, professional practices. The failure by Consultant to strictly adhere to the schedule may result in termination of this Agreement by City and assessment of damages against Consultant for delay. Notwithstanding the foregoing, Consultant shall not be responsible for delays which are due to causes beyond Consultant's reasonable control. However, in the case of any such delay in the services to be provided for Project, each party hereby agrees to provide notice to the other party 169 • • so that all delays can be addressed. 8.1 Consultant shall submit all requests for extensions of time for performance in writing to the Project Administrator not later than ten (10) calendar days after the start of the condition which purportedly causes a delay, but not later than the date upon which performance is due. The Project Administrator shall review all such requests and may grant reasonable time extensions for unforeseeable delays which are beyond Consultant's control. 8.2 For all time periods not specifically set forth herein, Consultant shall respond in the most expedient and appropriate manner under the circumstances by telephone, fax, hand delivery or mail. 9. CITY POLICY Consultant will discuss and review all matters relating to policy and project direction with the Project Administrator in advance of all critical decision points in order to ensure that Project proceeds in a manner consistent with City goals and policies. 10. CONFORMANCE TO APPLICABLE REQUIREMENT All work prepared by Consultant shall conform to applicable city, county, state and federal law, regulations and permit requirements and be subject to approval of the Project Administrator and City Council. 11. PROGRESS Consultant is responsible to keep the Project Administrator and /or his /her duly authorized designee informed on a regular basis regarding the status and progress of the work, activities performed and planned, and any meetings that have been scheduled or are desired. W 12. HOLD HARMLESS Consultant shall indemnify, defend, save and hold harmless City, its City Council, boards and commissions, officers and employees from and against any and all loss, damages, liability, claims, suits, costs and expenses for damages of any nature whatsoever, including, but not limited to, bodily injury, death, personal injury, property damages, or any other claims arising from any and all negligent acts or omissions of Consultant, its employees, agents or subcontractors in the performance of services or work conducted or performed pursuant to this Agreement, excepting the negligence or willful misconduct of City, its officers or employees, and shall include attorneys' fees and all other costs incurred in defending any such claim. Nothing in this indemnity shall be construed as authorizing, any award of attorneys' fees in any action on or to enforce the terms of this Agreement. 13. INSURANCE Without limiting consultant's indemnification of City, and prior to commencement of work, Consultant shall obtain and provide and maintain at its own expense during the term of this Agreement policy or policies of liability insurance of the type and amounts described below and satisfactory to City. Certification of all required policies shall be signed by a person authorized by that insurer to bind coverage on its behalf and must be filed with City prior to exercising any right or performing any work pursuant to this Agreement. Except workers compensation and errors and omissions policies, all insurance policies shall add City, its elected officials, officers, agents, representatives and employees as additional insured for all liability arising from Consultant's services as described herein. -7- • 0 Insurance policies with original endorsements indemnifying Project for the following coverages shall be issued by companies that are admitted to do business in the State of California and assigned Best's A- VII or better rating: A. Worker's compensation insurance covering all employees and principals of Consultant, per the laws of the State of California. B. Commercial general liability insurance covering third party liability risks, including without limitation, contractual liability, in a minimum amount of $1 million combined single limit per occurrence for bodily injury, personal injury and property damage. If commercial general liability insurance or other form with a general aggregate is used, either the general aggregate shall apply separately to this Project, or the general aggregate limit shall be in a minimum amount of $2 million. C. Commercial auto liability and property insurance covering any owned and rented vehicles of Consultant in a minimum amount of $1 million combined single limit per accident for bodily injury and property damage. D. Professional errors and omissions insurance which covers the services to be performed in connection with this Agreement in the minimum amount of One Million Dollars ($1,000,000). Said policy or policies shall be endorsed to state that coverage shall not be canceled by either party, except after thirty (30) days' prior notice has been given in writing to City. Consultant shall give City prompt and timely notice of claim made or suit instituted arising out of Consultant's operation hereunder. Consultant shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its iQ own judgment may be necessary for its proper protection and prosecution of the work. Consultant agrees that in the event of loss due to any of the perils for which it has agreed to provide comprehensive general and automotive liability insurance, that Consultant shall look solely to its insurance for recovery. Consultant hereby grants to City, on behalf of any insurer providing comprehensive general and automotive liability insurance to either Consultant or City with respect to the services of Consultant herein, a waiver of any right of subrogation which any such insurer of said Consultant may acquire against City by virtue of the payment of any loss under such insurance. 14. PROHIBITION AGAINST TRANSFERS Consultant shall not assign, sublease, hypothecate or transfer this Agreement or any of the services to be performed under this Agreement, directly or indirectly, by operation of law or otherwise without prior written consent of City. Any attempt to do so without consent of City shall be null and void. The sale, assignment, transfer or other disposition of any of the issued and outstanding capital stock of Consultant, or of the interest of any general partner or joint venturer or syndicate member or co- tenant if Consultant is a partnership or joint- venture or syndicate or co- tenancy, which shall result in changing the control of Consultant, shall be construed as an assignment of this Agreement. Control means fifty percent (50 %) or more of the voting power, or twenty -five percent (25 %) or more of the assets of the corporation, partnership orjoint- venture. 15. OWNERSHIP OF DOCUMENTS Each and every report, draft, work product, map, record and other document reproduced, prepared or caused to be prepared by Consultant pursuant to or in N1 0 • connection with this Agreement shall be the exclusive property of City. Documents, including drawings and specifications, prepared by Consultant pursuant to this Agreement are not intended or represented to be suitable for reuse by City or others on any other project. Any use of completed documents for other projects and any use of incomplete documents without specific written authorization from Consultant will be at City's sole risk and without liability to Consultant. Further, any and all liability arising out of changes made to Consultant's deliverables under this Agreement by City or persons other than Consultant is waived as against Consultant and City assumes full responsibility for such changes unless City has given Consultant prior notice and has received from Consultant written consent for such changes. Consultant shall, at such time and in such form as City may require, furnish reports concerning the status of services required under this Agreement. 16. CONFIDENTIALITY The information, which results from the services in this Agreement, is to be kept confidential unless the release of information is authorized by City. 17. CITY'S RESPONSIBILITIES In order to assist Consultant in the execution of his responsibilities under this Agreement, City agrees to provide access to and upon request of Consultant one copy of all existing record information on file at City. Consultant shall be entitled to rely upon the accuracy of data information provided by City or others without independent review or evaluation. City shall provide all such materials in a timely manner so as not to cause delays in Consultant's work schedule. -10- ! • 18. ADMINISTRATION This Agreement will be administered by the Public Works Department. Lloyd Dalton, PE, shall be considered the Project Administrator and shall have the authority to act for City under this Agreement. The Project Administrator or his authorized representative shall represent City in all matters pertaining to the services to be rendered pursuant to this Agreement. 19. RECORDS Consultant shall keep records and invoices in connection with the work to be performed under this Agreement. Consultant shall maintain complete and accurate records with respect to the costs incurred under this Agreement. All such records shall be clearly identifiable. Consultant shall allow a representative of City during normal business hours to examine, audit and make transcripts or copies of such records. Consultant shall allow inspection of all work, data, documents, proceedings and activities related to the Agreement for a period of three (3) years from the date of final payment under this Agreement. 20. WITHHOLDINGS City may withhold payment of any disputed sums until satisfaction of the dispute with respect to such payment. Such withholding shall not be deemed to constitute a failure to pay according to the terms of this Agreement. Consultant shall not discontinue work for a period of thirty (30) days from the date of withholding as a result of such withholding. Consultant shall have an immediate right to appeal to the City Manager or his designee with respect to such disputed sums. Consultant shall be entitled to receive interest on any withheld sums at the rate of seven percent (7 %) per annum from the date -11- of withholding of any amounts found to have been improperly withheld. 21. ERRORS AND OMISSIONS In the event of errors or omissions that are due to the negligence or professional inexperience of Consultant which result in expense to City greater than would have resulted if there were not errors or omissions in Consultant's work, the additional design, construction and /or a restoration expense shall be bome by Consultant. Nothing in this paragraph is intended to limit City's rights under any other sections of this Agreement. 22. CITY'S RIGHT TO EMPLOY OTHER CONSULTANTS City reserves the right to employ other consultants in connection with Project. 23. CONFLICTS OF INTEREST A. Consultant or its employees may be subject to the provisions of the California Political Reform Act of 1974 (the "Act "), which (1) requires such persons to disclose financial interest that may foreseeably be materially affected by the work performed under this Agreement, and (2) prohibits such persons from making or participating in making decisions that will foreseeably financially affect such interest. B. If subject to the Act, Consultant shall conform to all requirements of the Act. Failure to do so constitutes a material breach and is grounds for termination of this Agreement by City. Consultant shall indemnify and hold harmless City for any and all claims for damages resulting from Consultant's violation of this Section. 24. SUBCONSULTANT AND ASSIGNMENT Except as specifically authorized under this Agreement, the services included in -12- 0 0 this Agreement shall not be assigned, transferred, contracted or subcontracted without prior written approval of City. 25. NOTICES All notices, demands, requests or approvals to be given under this Agreement shall be given in writing and conclusively shall be deemed served when delivered personally or on the third business day after the deposit thereof in the United States mail, postage prepaid, first class mail, addressed as hereinafter provided. All notices, demands, requests or approvals from Consultant to City shall be addressed to City at: City of Newport Beach, attention: Lloyd Dalton 3300 Newport Boulevard P. O. Box 1768 Newport Beach, CA, 92658 -8915 (949) 644 -3328 Fax (949) 644 -3308 All notices, demands, requests or approvals from City to Consultant shall be addressed to Consultant at: Hutson & Partners Architecture, attention: Lyle Hutson 417 30"' Street Newport Beach, CA 92663 (949) 675 -9195 Fax (949) 675 -9638 26. TERMINATION In the event either part hereto fails or refuses to perform any of the provisions hereof at the time and in the manner required hereunder, that party shall be deemed in default in the performance of this Agreement. If such default is not cured within a period of two (2) days, or if more than two (2) days are reasonably required to cure the default -13- ! • and the defaulting party fails to give adequate assurance of due performance within two (2) days after receipt by defaulting party from the other party of written notice of default, specifying the nature of such default and the steps necessary to cure such default, the nondefaulting party may terminate the Agreement forthwith by giving to the defaulting party written notice thereof. 26.1 City shall have the option, at its sole discretion and without cause, of terminating this Agreement by giving seven (7) days' prior written notice to Consultant as provided herein. Upon termination of this Agreement, City shall pay to Consultant that portion of compensation specified in this Agreement that is earned and unpaid prior to the effective date of termination. 27. COMPLIANCES Consultant shall comply with all state or federal laws and all ordinances, rules and regulations enacted or issued by City. 28. WAIVER A waiver by either party of any breach, of any term, covenant or condition contained herein shall not be deemed to be a waiver of any subsequent breach of the same or any other term, covenant or condition contained herein whether of the same or a different character. 29. INTEGRATED CONTRACT This Agreement represents the full and complete understanding of every kind or nature whatsoever between the parties hereto, and all preliminary negotiations and agreements of whatsoever kind or nature are merged herein. No verbal agreement or implied covenant shall be held to vary the provisions hereon. Any modification of this -14- 0 0 Agreement will be effective only by written execution signed by both City and Consultant. 30. OPINION OF COST Any opinion of the construction cost prepared by Consultant represents his judgment as a design professional and is supplied for the general guidance of City. Since Consultant has no control over the cost of labor and material, competitive bidding or market conditions, Consultant does not guarantee the accuracy of such opinions as compared to contractor bids or actual cost to City. 31. COMPUTER DELIVERABLES CADD data delivered to City shall include the professional stamp of the engineer or architect in responsible charge of the work. City agrees that Consultant shall not be liable for claims, liabilities or losses arising out of, or connected with (a) the modification or misuse by City, or anyone authorized by City, of CADD data; (b) the decline of accuracy or readability of CADD data due to inappropriate storage conditions or duration; or (c) any use by City or anyone authorized by City to use CADD data for additions to this Project, for completion of this Project by others, or for any other project, excepting only such use as is authorized, in writing, by Consultant. By acceptance of CADD data, City agrees to indemnify Consultant for damages and liability resulting from the modification or misuse of such CADD data. All drawings shall be transmitted to the City in Auto Cad version 14 in ".dwg" file format. All written documents shall be transmitted to the City in Microsoft Word 97 and Microsoft Excel 97 and be consistent with Microsoft Office 97. -15- 01 0 32. PATENT INDEMNITY Consultant shall indemnify City, its agents, officers, representatives and employees against liability, including costs, for infringement of any United States' letters patent, trademark, or copyright infringement, including costs, contained in Consultant's drawings and specifications provided under this Agreement. IN WITNESS WHEREOF, the parties have caused this r,yreement to be executed on the day and year first written above. APPROVED AS TO FORM: CITY OF NEWPORT BEACH A Municipal Corporation By_ 9L4-� By Robin Clauson Assistant City Attorney AT a LaVonne Harkless City Clerk Hutson & Partners Architecture B: Lyl u on, , P incipal Huts n & artners Architecture f:\ users\pbw\shared\agreementstamerican tradefVestroom rehabilitatioMhutson agreement -16- PA i, 1UTSON Si ARTNERS August 31, 2000 Mr. Lloyd Dalton, Design Engineer Public Works Department City of Newport Beach 3300 Newport Blvd. P.O. Box 1768 Newport Beach, CA 92658 -3311 Re: Qualifications for Hutson & Partners Dear Lloyd: It is with great pleasure that Hutson & Partners submits these qualifications to the City of Newport Beach for the Oceanfront Restroom Rehabilitation project in Newport Beach. I would like to thank you and the City for allowing us to submit these qualifications for professional architectural services. This introduction is intended to answer a number of questions that you may have about our firm. If after review of our qualifications and the additional information provided you have further questions, please do not hesitate to call and we will be happy to answer any questions you may have. The following information is provided for you use in evaluation of our firm, its philosophies and personnel. 1. PERSONNEL Hutson & Partners is comprised of people who's objective is to provide clients with service, experience and creativity beyond that normally received from larger architectural firms with the hands on accessibility of the principal architects. Principal involvement is not just a line we tell our clients, but the way we work. On this project, Lyle R. Hutson, AIA, will be the individual leading the project commencing with the initial research, reviewing information and preparing plans, specifications and estimates for the needed facility modifications. The following is a brief description of related projects that Hutson & Partners personnel has had a direct involvement with. In addition, attached are personal profiles for the individuals listed below. +I. 10 111 ?TFI! 1 r n Lyle R. Hutson, AIA - Hutson & Partners Experience includes: CF.1 J }.1.1., I.J lyi h.ac 049-675 ao;F Newport Beach Qualifications • • August 31, 2000 Page 2 of 5 • Signal Hill Community / Youth Center City of Signal Hill Remodel and expansion of City Youth Center and Community Center Design Architect / Consultant for City of Signal Hill • Police Department Operations Room /Staff Lounge Design Architect / Consultant for City of Newport Beach • City of Newport Beach Balboa Ferry Restroom Remodel for existing restroom building and viewing deck at the Balboa Ferry. • City of Newport Beach City Council Chambers Remodel ADA Accessibility for the council chambers. • City of Newport Beach ADA Renovations ADA Accessibility Consultant for 30 separate recreation sites within the city of Newport Beach. • Oasis Senior Center Recreation Room Design Architect for "Friends of Oasis" / Oasis Senior Center Newport Beach, CA • Oasis Senior Center Kitchen Remodel (Federal Meal Program) Design Architect for "Friends of Oasis" / Oasis Senior Center Newport Beach, CA • Colony Club Association Community Clubhouse /Pool ADA / Title 24 Accessibility, Restrooms & Outside Showers • Balboa Community Center Remodel Design Architect / Consultant for City of Newport Beach • West Newport Community Center Accessibility Remodel Design Architect / Consultant for City of Newport Beach • Woodbridge Plaza ADA Consulting /Construction Design Architect / Consultant for 3 building Office complex renovation including restrooms, showers, stairs, etc. Rosie Garcia - Project Manager Rosie has a Bachelor's Degree in Architecture from Cal Poly Pomona, she has been with Hutson & Partners over 3 years and has worked on numerous projects for the City of Newport Beach. Her experience ranges from preparing Drawings for Planning, Zoning and Design Review to Construction Drawings and Construction Newport Beach Qualifications • • August 31, 2000 Page 3 of 5 Observation. In the last 2 years she has worked exclusively on ADA Compliance and has a reasonable understanding of the requirements. She also possesses the ability to get everyone involved in a "team" mentality so that the project becomes the primary focus. Her experience includes: • Signal Hill Community / Youth Center City of Signal Hill Project Manager /Construction Documents and Construction Observation • Police Department Operations Room /Staff Lounge Design Development / Construction Drawings • City of Newport Beach Balboa Ferry Restroom Facility Review, Field Verify Existing Conditions, Design Development/Construction Drawings/Project Management City of Newport Beach City Council Chambers Remodel Field Verify Existing Conditions, Construction Drawings/Project Management • Colony Club Association Community Clubhouse/Pool Design Development Package Woodbridge Plaza ADA Consulting /Construction Project Manager /Construction Drawings/Construction Observation 2. ATTRIBUTES Hutson & Partners is an architectural firm that has combined talents to provide architectural and planning services for specific design and construction projects. Our collaboration is not one of convenience or need but an association and combination of talents that are best suited for specific projects. Our experiences with similar types of projects and our willingness to participate in the process will enable the City of Newport Beach and the public Works department to gain the benefit of a combined architectural effort. As previously indicated we have worked on a number of similar projects and are comfortable that we can provide unparalleled quality and integrity with creative and cost effective problem solving. We would like the City of Newport Beach to evaluate our qualifications carefully in that there may be areas of experience that we can provide that were not previously considered for a project of this type. Newport Beach Qualifications • • August 31, 2000 Page 4 of 5 3. SERVICES Hutson & Partners will provide the following services with regard to each item as determined by the city and as prepared and outlined in the Request for Qualifications dated 8/24/00. All services described will be performed by Hutson & Partners and solutions will be reviewed with the city staff for intent and alternative options (if any). • Provide the city with additional areas of non - compliance as discovered during field review (if any). • Review of all information and preliminary scope of work with city staff prior to preparation of final PS &E. • Preparation of PS &E which conform with the requirements of the 1997 Uniform Building Code and applicable ADA regulations as interpreted by the city of Newport Beach. • Prepare PS &E in an 24" x 36' (sheets provided by the City) format and submit for plan check. • Provide clarification and in- the -field assistance if need to resolve any design related problems during construction of the improvements. Clarification shall be limited to design issues related to the identified changes. • During field review of identified upgrades Hutson & Partners may note for consideration by City staff additional items which should be considered for alteration or removal. • We would request that the City provide all information regarding existing conditions and field observations used during the cities development of the current project list. In addition we would like all documents that exist for the facilities and any other information that relates to the facilities specifically site plan, floor plans, electrical and plumbing drawings if available. These items are not required, but if they exist it will aid the process and reduce the cost of preparation of PS &E. 4. SUB CONSULTANTS Hutson & Partners has developed a team of professionals that are history of providing quality and professional services. Hutson & Partners would be responsible for all aspects of the project Our sub consultants have worked with Hutson & Partners on a continuing basis for over 10 years and is experienced with this type of institutional and remodel work in their respective disciplines. Hutson & Partners would maintain control in all sub consultant work and would be the decision maker with respect to all value engineering. Newport Beach Qualifications • August 31, 2000 Page 5 of 5 Hutson & Partners may contract Mechanical, Electrical, Plumbing and Structural Engineers as necessary. This will be determined after site visits and determination of scope of work. 5. INSURANCE Hutson & Partners carries General Liability and Professional Liability Insurance that is not required for practicing professionals. We view this as a benefit to us as well as our clients in providing professional architectural and planning services. We attempt to maintain the quality and professionalism that is expected of professional licensed architects. To this effort we offer to name as additionally insured the City of Newport Beach as allowed within the confines of the separate policies. Commercial General Liability: Total Limit: $1,000,000.00 Professional Liability: Total Limit: $500,000.00 6. PRIOR NEWPORT BEACH EXPERIENCE It should be noted that Hutson & Partners has successfully worked with the City of Newport Beach Recreation Department, Planning Department, and Public Works Departments on a variety of projects over the last 5 years. This includes meeting all licensing and insurance requirements as well as providing quality professional services. We sincerely appreciate your request for qualifications and I look forward to hearing from you and will await your response. Sincerely, 4h• Lyle R. Hutson, AIA I HUTSON 6� 'ARTNERS EITIMMITTA . . `1 f• : I i .N!,x �%,e- rl "I 9105 0 August 31, 2000 Mr. Lloyd Dalton, Design Engineer Public Works Department City of Newport Beach 3300 Newport Blvd. P.O. Box 1768 Newport Beach, CA 92658 -3311 Re: Fee Proposal for Oceanfront Restroom Rehabilitation Dear Lloyd: It is with great pleasure that Hutson & Partners submits this proposal to the City of Newport Beach. Per your letter dated 8/24/00 and review of the restrooms we have prepared this proposal. SERVICES Hutson & Partners will provide the following services with regard to each item as determined readily achievable by the city as prepared and outlined in the Request for Qualifications dated 8/24/00. All services described will be performed by Hutson & Partners and solutions will be reviewed with the city staff for intent and alternative options (if any). • Review each item as described and prepare field condition sketches for preparation of PS &E. • Review with city project manager proposed solution and alternatives (if any). • Provide the city with additional areas of non - compliance as discovered during field review (if any). • Review of all information and preliminary scope of work with city staff prior to preparation of final PS &E. • Preparation of PS &E which conform with the requirements of the 1997 Uniform Building Code and applicable ADA regulations as interpreted by the City of Newport Beach. • Prepare PS &E in an 24" x 36" (sheets provided by the City) format and submit for plan check. Newport Beach Fee Proposal • • %ugust 31, 2000 'age 2 of 2 • Provide clarification and in- the -field assistance if need to resolve any design related problems during construction of the barrier removal. Clarification shall be limited to design issues related to the identified barrier only, consultation on additional barriers shall be classified as additional services. • During field review of identified barriers Hutson & Partners may note for consideration by City staff additional items which should be considered for alteration or removal. Hutson & Partners shall not be compensated for such identifications and as such will not be responsible for identification of such. STANDARD AGREEMENT We have reviewed the City standard consultant agreement and have the following comments: None at this time. FEE The fee to provide PS &E for the four restroom facilities; 15th Street, Newport Pier, 58th Street, and Orange Street shall be $16,500.00 plus reimbursable items (Telephone, FAX, printing and mileage)which will be billed back to the City at a rate of 1.10 administrative multiplier. This fee is based on a Magnitude of Cost of $145,000.00 to $175,000.00. This fee does not include costs for any additional consultants such as plumbing, mechanical, electrical that may be required by the City during plan check. At this time no additional consultants are required. Additional services shall be based on an hourly rate of: Principal - $95.00 /Hour Draftsperson - $55.00 /Hour Clerical - $45.00 /Hour Time to complete the proposed scope of work shall be 12 -16 weeks based on City staff review and comments on the preliminary design criteria for barrier removal. As indicated above we have requested minor changes to the standard agreement that will allow our insurance carrier to issue the appropriate certificates to the City of Newport Beach. I trust this proposal meets with your approval and look foreword to hearing from you. Sincerely, Lyl@ R. tson, A A Principal 0 9 J UI N v _ 0 V v Co W� ryZZ�oVm° EZ n N o< 00 5 >. c cu c I o 0 0 0 0 Z S c o O L QVUVwiLLl7 l7 II IS�n aam (i oui C 3 - - Y-i � N N Z to Y F VNC d �-O m i 6-1 v m N m 2 m C 2 2 Y d U Z v a v o a; > V OK> n e c: r° Certificate of I suralg 2 2 2000 i of 1 #S20199/M20198 COVERAGES: THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS. AND CONDITIONS OF SUCH POLICIES. TYPE OF INSURANCE POLICY NUMBER EFF.DATE EXP.DATE • GENERAL LIBILITY 7RS66307800 Agency Name and Address: TMIS Fe—wm J, M c DAS A MA1 TIER OF Professional Practice INFORMATIORZT!ti A# 1"CDNFEIRS'NO RIGHTS UPON Insurance Brokers, Inc. THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES 10 California Street NOT AMEND, EXTEND OR ALTER THE COVERAGE Redwood City, CA 94063 -1513 AFFORDED THE POLICIES LISTED BELOW. $1,000,000 Bodily Injury/person: Insureds Name and Address: Companies Affordingg Policies: Hutson &Partners AAmerican Motorists Insurance Company $0 B.Continental Casualty Company 417 30th Street C. Newport Beach, CA 92663 D. E. $1,000,000 F. $1,000,000 Disease /Employee: COVERAGES: THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS. AND CONDITIONS OF SUCH POLICIES. TYPE OF INSURANCE POLICY NUMBER EFF.DATE EXP.DATE • GENERAL LIBILITY 7RS66307800 06/01/00 06/01/01 $2,000,000 ❑X Commercial General Liability $1,000,000 Each Occurrence: $1,000,000 Fire Dmg. (any one fire): ❑ Claims Made Combined Single Limit: $1,000,000 Bodily Injury/person: $0 ® Occurrence $0 Property Damage: $0 Each Occurrence: ❑ Owner's and Contractors Aggregate: Statutory Limits Protective $1,000,000 Disease /Policy Limit: $1,000,000 Disease /Employee: $1,000,000 Per Claim $250,000 Aggregate • AUTO LIABILITY 7RS66307800 06 /01 /00 06/01/01 ❑ Any Automobile ❑ All Owned Autos ❑ Scheduled Autos Hired Autos X❑ Non -owned Autos ❑ Garage Liability EXCESS LIABILITY ❑ Umbrella Form ❑ Other than Umbrella Form A WORKERS' 7CW30554603 06125/00 06/25/01 COMPENSATION AND EMPLOYER'S LIABILITY B PROFESSIONAL SFN113817340 06/01/98 06/01101 LIABILITY' Description of Operations /LocationsNehicles /Restrictions /Special items: ALL OPERATIONS OF THE NAMED INSURED. SEE ATTACHED ADDITIONAL INSURED ENDORSEMENT. 'Written at aaareaate limits of liabilitv not less than amount shown POLICY LIMITS General Aggregate: $2,000,000 Products- Com/Ops WITHIN THE POLICY FOR ALL OPERATIONS OF THE INSURED. Aggregate: $2,000,000 Personal and Adv. Injury: $1,000,000 Each Occurrence: $1,000,000 Fire Dmg. (any one fire): $ 100,000 Combined Single Limit: $1,000,000 Bodily Injury/person: $0 Bodily Injury/accident: $0 Property Damage: $0 Each Occurrence: Aggregate: Statutory Limits Each Accident: $1,000,000 Disease /Policy Limit: $1,000,000 Disease /Employee: $1,000,000 Per Claim $250,000 Aggregate $500,000 $0 Certificate Holder: THEAGGREGATE LIMIT IS THE TOTAL INSURANCE AVAILABLE FOR CLAIMS PRESENTED WITHIN THE POLICY FOR ALL OPERATIONS OF THE INSURED. City of Newport Beach CANCELLATION: Public Works Dept., Attn: Shaun SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY, ITS AGENTS OR REPRESENTATIVES WILL MAIL 30 P.O. Box 1768 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, EXCEPT IN Newport Beach, CA 92658 THE EVENT OF CANCELLATION FOR NONPAYMENT OF PREMIUM IN WHICH CASE 10 DAYS NOTICE WILL BE GIVEN. Autho ,etl Representairve: / 09/20/00 cc: KEMPER PREMIER ENDORSEMENT FOR ARCHITECTURE AND ENGINEERING FIRMS This blanket endorsement modifies insurance provided under the following: [Named Insured: Hutson & Partners olicy Term: 0 610 110 0 -06101101 Policy No. 7RS66307800 1. THE FOLLOWING IS ADDED TO THE BUSINESS OWNERS LIABILITY COVERAGE FORM, BP 71 08: Item 5. of Section C. – WHO IS AN INSURED, is deleted and replaced by the following: 2. 0 4. ADDITIONAL INSURED — BY CONTRACT, AGREEMENT OR PERMIT City of Newport Beach, its officers, agents, officials, employees and volunteers Any person or organization (named above) to whom or to which you are obligated by virtue of a written contract, agreement or permit to provide such insurance as afforded by this policy is an insured, but only with respect to liability arising out of: a. "Your work" for that insured by you, including work or operations performed on your behalf for that insured; b. Permits issued by state or political subdivision for operations performed by you; or c. Premises you own, rent, occupy or use. PRIMARY /NON- CONTRIBUTORY —This insurance is primary and is not additional to or contributing with any other insurance carried by or for the benefit of Additional Insureds. This provision does not apply unless the written contract or agreement has been executed, or the permit has been issued, prior to the "bodily injury; " property damage; "personal injury" or "advertising injury." This provision does not apply to any person or organization included as an insured under Additional Insured – Vendors. SEPARATION OF INSUREDS — Except with respect to the Limits of Insurance, and any rights or duties specifically assigned in this policy to the first Named Insured, this insurance applies: a. As if each Named Insured were the only Named Insured; and b. Separately to each insured against whom claim is made or suit is brought. NOTICE OF CANCELLATION a. If we cancel this policy for any reason other than non - payment of premium, we will mail written notice at least 30 days before the effective date of cancellation to the Additional Insureds on file with the Company. b. If we cancel this policy for non - payment of premium, we will mail written notice at least 10 days before the effective date of cancellation to the Additional Insureds on file with the Company. WAIVER OF SUBROGATION — V.2.a. Applicable to Businessowners Liability Coverage: If the insured has rights to recover all or part of any payment we have made under this policy, those rights are transferred to us. This insurance shall not be invalidated should the Named Insured waive in writing, prior to a loss, any or all rights of recovery against any party for a loss occurring. However, the insured must do nothing after a loss to impair these rights. At our request, the insured will bring "suit" or transfer those rights to us and help us enforce them. This condition does not apply to Medical Expenses Coverage. Nothing herein contained shall vary, after or extend any provision or condition of the Policy other than as above stated. AMERICAN MOTORISTS INSURANCE COMPANY Authorize igna re I NOTE: MEETS OR EXCEEDS CG 20 10 11 851 ISSUED: September 20, 2000 September 26, 2000 CITY COUNCIL AGENDA ITEM NO. 6 APPROVED TO: Mayor and Members of the City Council FROM: Public Works Department SUBJECT: 15TH STREET, NEWPORT PIER, 58TH STREET, AND ORANGE STREET RESTROOMS REHABILITATION, CONTRACT NO. 3377 - APPROVAL OF PROFESSIONAL SERVICES AGREEMENT RECOMMENDATION: Authorize the Mayor and the City Clerk to execute a Professional Services Agreement with Hutson & Partners Architecture, in the amount of $16,500 to prepare plans, specifications, and estimates for rehabilitating the 15`h Street, Newport Pier, 58`h Street, and Orange Street public restrooms. DISCUSSION: The current budget contains an appropriation for rehabilitating the 15th Street, Newport Pier, 58th Street, and Orange Street public restrooms (see attached map for locations). The restroom rehabilitation is an item funded under the American Trader Oil Spill settlement. Staff requested proposals from the following consultants to provide professional services for the project: 1. Azizi Architects 2. Paul Ruffing, Architect 3. Hutson & Partners Architecture Proposals were returned from Azizi Architects and Hutson & Partners Architecture. Paul Ruffing stated he was too busy with other projects to submit a proposal. After reviewing the qualifications of the two firms submitting proposals, staff felt that Hutson & Partners Architecture was better qualified to perform the work. The sealed fee envelope containing their proposed fees was opened staff negotiated the services and fees described in the attached Professional Services Agreement. SUBJECT: 15TH STREET, NE�RT PIER, 58TH STREET AND ORANGE STIR RESTROOMS REHABILITATION, CONTRACT NO. 337 APPROVAL OF PROFESSIONAL SERVICES AG MENT September 26, 2000 Page: 2 Per the attached agreement, Hutson & Partners Architecture will field- review existing facilities; compile a prioritized list of rehabilitation and aesthetic enhancement needs; prepare sketches and estimates for the items on their list; meet with staff to compare their data with staffs data; and complete final, permit -ready plans, specifications, and estimates by March 1, 2001. The following appropriation provides adequate funds to award this contract: Account Name Account Number Amount Beach Restroom Improvements 7295- C5100567 $16,500 Hutson & Partners Architecture has previously provided excellent consultant services to the City. City staff will furnish design surveys, geotechnical data, environmental documentation, and plan check for the project. To minimize cost and public inconvenience, all four restrooms will be constructed under a combined contract next spring (if plans, specifications and permits are completed in a timely manner) or next fall. Respectfully submitted, PUBLIC WORKS DEPARTMENT Don Webb, Director i ►' , '�I%�%�, . . . Design Engineer Attachments: Restroom Location Map Professional Services Agreement 0 0 PROFESSIONAL SERVICES AGREEMENT FOR 15TH STREET, NEWPORT PIER, 58TH STREET, AND ORANGE STREET RESTROOM REHABILITATION THIS AGREEMENT, entered into this day of , 2000, by and between the City of Newport Beach , a Municipal Corporation (hereinafter referred to as "City "), and Hutson & Partners Architecture, whose address is 417 30th Street, Newport Beach, California 92663 (hereinafter referred to as "Consultant'), is made with reference to the following: RECITALS A. City is a Municipal Corporation duly organized and validly existing under the laws of the State of California with the power to carry on its business as it is now being conducted under the statutes of the State of California and the Charter of City. B. City must rehabilitate public restrooms located 15th Street, Newport Pier, 58th Street and Orange Avenue. C. City desires to engage Consultant to prepare plans and specifications for said restroom replacements (hereinafter referred to as 'Project") upon the terms and conditions contained in this Agreement. D. The principal member of Consultant firm for the purpose of Project is Lyle R Hutson, AIA. E. City has solicited and received a proposal from Consultant, has reviewed the previous experience and evaluated the expertise of Consultant, has successfully negotiated with Consultant, and desires to contract with Consultant under the terms and conditions provided in this Agreement. -1- E 0 NOW, THEREFORE, it is mutually agreed by and between the undersigned parties as follows: 1. TERM The term of this Agreement shall commence on the _ day of , 2000, and shall terminate on the _ day of , 200_, unless terminated earlier as set forth herein. 2. SERVICES TO BE PERFORMED Consultant shall diligently perform all the duties set forth in the scope of services, attached hereto as Exhibit "A" and incorporated herein by reference. 3. COMPENSATION TO CONSULTANT City shall pay Consultant for the services in accordance with the provisions of this Section and the scheduled billing rates set forth in Exhibit "B" attached hereto and incorporated herein by reference. No rate changes shall be made during the term of this Agreement without prior written approval of City. Consultant's compensation for all work performed in accordance with this Agreement shall not exceed the total contract price of Sixteen Thousand Five Hundred dollars ($16,500). 3.1 Consultant shall maintain accounting records of its billings which includes the name of the employee, type of work performed, times and dates of all work which is billed on an hourly basis and all approved incidental expenses including reproductions, computer printing, postage and mileage. 3.2 Consultant shall submit monthly progress invoices to City payable by City within thirty (30) days of receipt of invoice, subject to the approval of City and based upon -2- 0 0 the billing rates as set forth in Exhibit "B ". 3.3 Consultant shall not receive any compensation for extra work without prior written authorization of City. Any authorized compensation shall be paid in accordance with the schedule of the billing rates as set forth in Exhibit "B ". 3.4 City shall reimburse Consultant only for those costs or expenses which have been specifically approved in this Agreement, or specifically approved in advance by City. Such costs shall be limited and shall include nothing more than the following costs incurred by Consultant: A. The actual costs of subconsultants for performance of any of the services which Consultant agrees to render pursuant to this Agreement which have been approved in advance by City and awarded in accordance with the terms and conditions of this Agreement. B. Approved computer data processing and reproduction charges. C. Actual costs and /or other costs and /or payments specifically authorized in advance in writing and incurred by Consultant in the performance of this Agreement. 4. STANDARD OF CARE 4.1 All of the services shall be performed by Consultant or under Consultant's supervision. Consultant represents that it possesses the professional and technical personnel required to perform the services required by this Agreement and that it will perform all services in a manner commensurate with the community professional standards. All services shall be performed by qualified and experienced personnel who are not employed by City nor have any contractual relationship with City. Consultant -3- 0 0 represents and warrants to City that it has or shall obtain all licenses, permits, qualifications and approvals required of its profession. Consultant further represents and warrants that it shall keep in effect all such licenses, permits and other approvals during the term of this Agreement. 4.2 Consultant shall not be responsible for delay, nor shall Consultant be responsible for damages or be in default or deemed to be in default by reason of strikes, lockouts, accidents, acts of God, failure of City to furnish timely information or to promptly approve or disapprove Consultant's work, delay or faulty performance by City, contractors, or governmental agencies, or any other delays beyond Consultant's control. 5. INDEPENDENT PARTIES City retains Consultant on an independent contractor basis and Consultant is not an employee of City. The manner and means of conducting the work are under the control of Consultant, except to the extent they are limited by statute, rule or regulation and the expressed terms of this Agreement. Nothing in this Agreement shall be deemed to constitute Consultant or any of Consultant's employees or agents to be the agents or employees of City. Consultant shall have the responsibility for and control over the details in means of performing the work provided that Consultant is in compliance with the terms of this Agreement. Anything in this Agreement which may appear to give City the right to direct Consultant as to the details of the performance of the services or to exercise a measure of control over Consultant shall mean that Consultant shall follow the desires of City only in the results of the services. 6. COOPERATION Consultant agrees to work closely and cooperate fully with City's designated 151 • a Project Administrator, and any other agencies which may have jurisdiction or interest in the work to be performed. City agrees to cooperate with Consultant's services on Project. 7. PROJECT MANAGER Consultant shall assign Project to a Project Manager, who shall coordinate all phases of Project. This Project Manager shall be available to City at all reasonable times during term of Project. Consultant has designated Lyle Hutson, Architect, to be its Project Manager. Consultant shall not bill any personnel to Project other than those personnel identified in Exhibit "B ", whether or not considered to be key personnel, without City's prior written approval by name and specific hourly billing rate. Consultant shall not remove or reassign any personnel designated in this Section or assign any new or replacement person to Project without the prior written consent of City. City's approval shall not be unreasonably withheld with respect to removal or assignment of non -key personnel. Consultant, at the sole discretion of City, shall remove from Project any of its personnel assigned to the performance of services upon written request of City. Consultant warrants it will continuously furnish the necessary personnel to complete Project on a timely basis as contemplated by this Agreement. 8. TIME OF PERFORMANCE Time is of the essence in the performance of the services under this Agreement and the services shall be performed by Consultant in accordance with the schedule specified below. The failure by Consultant to strictly adhere to the schedule may result in termination of this Agreement by City and assessment of damages against Consultant for delay. Notwithstanding the foregoing, Consultant shall not be responsible for delays which are due to causes beyond Consultant's reasonable control. However, in the case -5- 0 of any such delay in the services to be provided for Project, each party hereby agrees to provide notice to the other party so that all delays can be addressed. 8.1 Consultant shall submit all requests for extensions of time for performance in writing to the Project Administrator not later than ten (10) calendar days after the start of the condition which purportedly causes a delay, but not later than the date upon which performance is due. The Project Administrator shall review all such requests and may grant reasonable time extensions for unforeseeable delays which are beyond Consultant's control. 8.2 For all time periods not specifically set forth herein, Consultant shall respond in the most expedient and appropriate manner under the circumstances by telephone, fax, hand delivery or mail. 9. CITY POLICY Consultant will discuss and review all matters relating to policy and project direction with the Project Administrator in advance of all critical decision points in order to ensure that Project proceeds in a manner consistent with City goals and policies. 10. CONFORMANCE TO APPLICABLE REQUIREMENT All work prepared by Consultant shall conform to applicable city, county, state and federal law, regulations and permit requirements and be subject to approval of the Project Administrator and City Council. 11. PROGRESS Consultant is responsible to keep the Project Administrator and /or his /her duly authorized designee informed on a regular basis regarding the status and progress of the work, activities performed and planned, and any meetings that have been scheduled or M 0 0 are desired. 12. HOLD HARMLESS Consultant shall indemnify, defend, save and hold harmless City, its City Council, boards and commissions, officers and employees from and against any and all loss, damages, liability, claims, allegations of liability, suits, costs and expenses for damages of any nature whatsoever, including, but not limited to, bodily injury, death, personal injury, property damages, or any other claims arising from any and all negligent acts or omissions of Consultant, its employees, agents or subcontractors in the performance of services or work conducted or performed pursuant to this Agreement, excepting only the active negligence or willful misconduct of City, its officers or employees, and shall include attorneys' fees and all other costs incurred in defending any such claim. Nothing in this indemnity shall be construed as authorizing, any award of attorneys' fees in any action on or to enforce the terms of this Agreement. 13. INSURANCE Without limiting consultant's indemnification of City, and prior to commencement of work, Consultant shall obtain and provide and maintain at its own expense during the term of this Agreement policy or policies of liability insurance of the type and amounts described below and satisfactory to City. Certification of all required policies shall be signed by a person authorized by that insurer to bind coverage on its behalf and must be filed with City prior to exercising any right or performing any work pursuant to this Agreement. Except workers compensation and errors and omissions policies, all insurance policies shall add City, its elected officials, officers, agents, representatives and employees as additional insured for all liability arising from Consultant's services as 110 E described herein. • Insurance policies with original endorsements indemnifying Project for the following coverages shall be issued by companies that are admitted to do business in the State of California and assigned Best's A- VII or better rating: A. Worker's compensation insurance covering all employees and principals of Consultant, per the laws of the State of California. B. Commercial general liability insurance covering third party liability risks, including without limitation, contractual liability, in a minimum amount of $1 million combined single limit per occurrence for bodily injury, personal injury and property damage. If commercial general liability insurance or other form with a general aggregate is used, either the general aggregate shall apply separately to this Project, or the general aggregate limit shall be in a minimum amount of $2 million. C. Commercial auto liability and property insurance covering any owned and rented vehicles of Consultant in a minimum amount of $1 million combined single limit per accident for bodily injury and property damage. D. Professional errors and omissions insurance which covers the services to be performed in connection with this Agreement in the minimum amount of One Million Dollars ($1,000,000). Said policy or policies shall be endorsed to state that coverage shall not be canceled by either party, except after thirty (30) days' prior notice has been given in writing to City. Consultant shall give City prompt and timely notice of claim made or suit instituted arising out of Consultant's operation hereunder. Consultant shall also procure In 0 0 and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgment may be necessary for its proper protection and prosecution of the work. Consultant agrees that in the event of loss due to any of the perils for which it has agreed to provide comprehensive general and automotive liability insurance, that Consultant shall look solely to its insurance for recovery. Consultant hereby grants to City, on behalf of any insurer providing comprehensive general and automotive liability insurance to either Consultant or City with respect to the services of Consultant herein, a waiver of any right of subrogation which any such insurer of said Consultant may acquire against City by virtue of the payment of any loss under such insurance. 14. PROHIBITION AGAINST TRANSFERS Consultant shall not assign, sublease, hypothecate or transfer this Agreement or any of the services to be performed under this Agreement, directly or indirectly, by operation of law or otherwise without prior written consent of City. Any attempt to do so without consent of City shall be null and void. The sale, assignment, transfer or other disposition of any of the issued and outstanding capital stock of Consultant, or of the interest of any general partner or joint venturer or syndicate member or co- tenant if Consultant is a partnership or joint- venture or syndicate or co- tenancy, which shall result in changing the control of Consultant, shall be construed as an assignment of this Agreement. Control means fifty percent (50 %) or more of the voting power, or twenty -five percent (25 %) or more of the assets of the corporation, partnership orjoint- venture. 15. OWNERSHIP OF DOCUMENTS Each and every report, draft, work product, map, record and other document !Q 0 0 reproduced, prepared or caused to be prepared by Consultant pursuant to or in connection with this Agreement shall be the exclusive property of City. Documents, including drawings and specifications, prepared by Consultant pursuant to this Agreement are not intended or represented to be suitable for reuse by City or others on any other project. Any use of completed documents for other projects and any use of incomplete documents without specific written authorization from Consultant will be at City's sole risk and without liability to Consultant. Further, any and all liability arising out of changes made to Consultant's deliverables under this Agreement by City or persons other than Consultant is waived as against Consultant and City assumes full responsibility for such changes unless City has given Consultant prior notice and has received from Consultant written consent for such changes. Consultant shall, at such time and in such form as City may require, furnish reports concerning the status of services required under this Agreement. 16. CONFIDENTIALITY The information, which results from the services in this Agreement, is to be kept confidential unless the release of information is authorized by City. 17. CITY'S RESPONSIBILITIES In order to assist Consultant in the execution of his responsibilities under this Agreement, City agrees to provide access to and upon request of Consultant one copy of all existing record information on file at City. Consultant shall be entitled to rely upon the accuracy of data information provided by City or others without independent review or evaluation. City shall provide all such materials in a timely manner so as not to cause delays in Consultant's work schedule. -10- • • 18. ADMINISTRATION This Agreement will be administered by the Public Works Department. Lloyd Dalton, PE, shall be considered the Project Administrator and shall have the authority to act for City under this Agreement. The Project Administrator or his authorized representative shall represent City in all matters pertaining to the services to be rendered pursuant to this Agreement. 19. RECORDS Consultant shall keep records and invoices in connection with the work to be performed under this Agreement. Consultant shall maintain complete and accurate records with respect to the costs incurred under this Agreement. All such records shall be clearly identifiable. Consultant shall allow a representative of City during normal business hours to examine, audit and make transcripts or copies of such records. Consultant shall allow inspection of all work, data, documents, proceedings and activities related to the Agreement for a period of three (3) years from the date of final payment under this Agreement. 20. WITHHOLDINGS City may withhold payment of any disputed sums until satisfaction of the dispute with respect to such payment. Such withholding shall not be deemed to constitute a failure to pay according to the terms of this Agreement. Consultant shall not discontinue work for a period of thirty (30) days from the date of withholding as a result of such withholding. Consultant shall have an immediate right to appeal to the City Manager or his designee with respect to such disputed sums. Consultant shall be entitled to receive SEE • interest on any withheld sums at the rate of seven percent (7 %) per annum from the date of withholding of any amounts found to have been improperly withheld. 21. ERRORS AND OMISSIONS In the event of errors or omissions that are due to the negligence or professional inexperience of Consultant which result in expense to City greater than would have resulted if there were not errors or omissions in Consultant's work, the additional design, construction and /or a restoration expense shall be borne by Consultant. Nothing in this paragraph is intended to limit City's rights under any other sections of this Agreement. 22. CITY'S RIGHT TO EMPLOY OTHER CONSULTANTS City reserves the right to employ other consultants in connection with Project. 23. CONFLICTS OF INTEREST A. Consultant or its employees may be subject to the provisions of the California Political Reform Act of 1974 (the "Act "), which (1) requires such persons to disclose financial interest that may foreseeably be materially affected by the work performed under this Agreement, and (2) prohibits such persons from making or participating in making decisions that will foreseeably financially affect such interest. B. If subject to the Act, Consultant shall conform to all requirements of the Act. Failure to do so constitutes a material breach and is grounds for termination of this Agreement by City. Consultant shall indemnify and hold harmless City for any and all claims for damages resulting from Consultant's violation of this Section. -12- 0 0 24. SUBCONSULTANT AND ASSIGNMENT Except as specifically authorized under this Agreement, the services included in this Agreement shall not be assigned, transferred, contracted or subcontracted without prior written approval of City. 25. NOTICES All notices, demands, requests or approvals to be given under this Agreement shall be given in writing and conclusively shall be deemed served when delivered personally or on the third business day after the deposit thereof in the United States mail, postage prepaid, first class mail, addressed as hereinafter provided. All notices, demands, requests or approvals from Consultant to City shall be addressed to City at: City of Newport Beach, attention: Lloyd Dalton 3300 Newport Boulevard P. O. Box 1768 Newport Beach, CA, 92658 -8915 (949) 644 -3328 Fax (949) 644 -3308 All notices, demands, requests or approvals from City to Consultant shall be addressed to Consultant at: Hutson & Partners Architecture, attention: Lyle Hutson 417 30t Street Newport Beach, CA 92663 (949) 675 -9195 Fax (949) 675 -9638 26. TERMINATION In the event either part hereto fails or refuses to perform any of the provisions hereof at the time and in the manner required hereunder, that party shall be deemed in -13- 0 0 default in the performance of this Agreement. If such default is not cured within a period of two (2) days, or if more than two (2) days are reasonably required to cure the default and the defaulting party fails to give adequate assurance of due performance within two (2) days after receipt by defaulting party from the other party of written notice of default, specifying the nature of such default and the steps necessary to cure such default, the nondefaulting party may terminate the Agreement forthwith by giving to the defaulting party written notice thereof. 26.1 City shall have the option, at its sole discretion and without cause, of terminating this Agreement by giving seven (7) days' prior written notice to Consultant as provided herein. Upon termination of this Agreement, City shall pay to Consultant that portion of compensation specified in this Agreement that is earned and unpaid prior to the effective date of termination. 27. COMPLIANCES Consultant shall comply with all state or federal laws and all ordinances, rules and regulations enacted or issued by City. 28. WAIVER A waiver by either party of any breach, of any term, covenant or condition contained herein shall not be deemed to be a waiver of any subsequent breach of the same or any other term, covenant or condition contained herein whether of the same or a different character. 29. INTEGRATED CONTRACT This Agreement represents the full and complete understanding of every kind or nature whatsoever between the parties hereto, and all preliminary negotiations and -14- E 0 agreements of whatsoever kind or nature are merged herein. No verbal agreement or implied covenant shall be held to vary the provisions hereon. Any modification of this Agreement will be effective only by written execution signed by both City and Consultant. 30. OPINION OF COST Any opinion of the construction cost prepared by Consultant represents his judgment as a design professional and is supplied for the general guidance of City. Since Consultant has no control over the cost of labor and material, competitive bidding or market conditions, Consultant does not guarantee the accuracy of such opinions as compared to contractor bids or actual cost to City. 31. COMPUTER DELIVERABLES CADD data delivered to City shall include the professional stamp of the engineer or architect in responsible charge of the work. City agrees that Consultant shall not be liable for claims, liabilities or losses arising out of, or connected with (a) the modification or misuse by City, or anyone authorized by City, of CADD data; (b) the decline of accuracy or readability of CADD data due to inappropriate storage conditions or duration; or (c) any use by City or anyone authorized by City to use CADD data for additions to this Project, for completion of this Project by others, or for any other project, excepting only such use as is authorized, in writing, by Consultant. By acceptance of CADD data, City agrees to indemnify Consultant for damages and liability resulting from the modification or misuse of such CADD data. All drawings shall be transmitted to the City in Auto Cad version 14 in ".dwg" file format. All written documents shall be transmitted to the City in Microsoft Word 97 and Microsoft Excel 97 and be consistent with Microsoft Office 97. -15- • 0 32. PATENT INDEMNITY Consultant shall indemnify City, its agents, officers, representatives and employees against liability, including costs, for infringement of any United States' letters patent, trademark, or copyright infringement, including costs, contained in Consultant's drawings and specifications provided under this Agreement. IN WITNESS WHEREOF, the parties have caused this Agreement to be executed on the day and year first written above. APPROVED AS TO FORM: Bv: Robin Clauson Assistant City Attorney ATTEST: By: LaVonne Harkless City Clerk CITY OF NEWPORT BEACH A Municipal Corporation By: Mayor City of Newport Beach Hutson & Partners Architecture By: Lyle R. Hutson, AIA, Principal Hutson & Partners Architecture f:\ users \pbv,Asharedtagreementstamedoan trader\restroom rehabilitation\hutson agreement -16- I HUTSON S� PARTNERS 17 ;Ili; <TP11T \f I''IT R'1, ,. Ti,L ')40-075,919i rn X;Q +9•t „i -9635 ELL, TKOII, ?1{n • August 31, 2000 Mr. Lloyd Dalton, Design Engineer Public Works Department City of Newport Beach 3300 Newport Blvd. P.O. Box 1768 Newport Beach, CA 92658 -3311 Re: Qualifications for Hutson & Partners Dear Lloyd: It is with great pleasure that Hutson & Partners submits these qualifications to the City of Newport Beach for the Oceanfront Restroom Rehabilitation project in Newport Beach. I would like to thank you and the City for allowing us to submit these qualifications for professional architectural services. This introduction is intended to answer a number of questions that you may have about our firm. If after review of our qualifications and the additional information provided you have further questions, please do not hesitate to call and we will be happy to answer any questions you may have. The following information is provided for you use in evaluation of our firm, its philosophies and personnel. 1. PERSONNEL Hutson & Partners is comprised of people who's objective is to provide clients with service, experience and creativity beyond that normally received from larger architectural firms with the hands on accessibility of the principal architects. Principal involvement is not just aline we tell our clients, but the way we work. On this project, Lyle R. Hutson, AIA, will be the individual leading the project commencing with the initial research, reviewing information and preparing plans, specifications and estimates for the needed facility modifications. The following is a brief description of related projects that Hutson & Partners personnel has had a direct involvement with. In addition, attached are personal profiles for the individuals listed below. Lyle R. Hutson, AIA - Hutson & Partners Experience includes: Newport Beach Qualifications • • August 31, 2000 Page 2 of 5 • Signal Hill Community / Youth Center City of Signal Hill Remodel and expansion of City Youth Center and Community Center Design Architect / Consultant for City of Signal Hill • Police Department Operations Room /Staff Lounge Design Architect / Consultant for City of Newport Beach • City of Newport Beach Balboa Ferry Restroom Remodel for existing restroom building and viewing deck at the Balboa Ferry. • City of Newport Beach City Council Chambers Remodel ADA Accessibility for the council chambers. • City of Newport Beach ADA Renovations ADA Accessibility Consultant for 30 separate recreation sites within the city of Newport Beach. • Oasis Senior Center Recreation Room Design Architect for "Friends of Oasis" / Oasis Senior Center Newport Beach, CA • Oasis Senior Center Kitchen Remodel (Federal Meal Program) Design Architect for "Friends of Oasis" / Oasis Senior Center Newport Beach, CA • Colony Club Association Community Clubhouse /Pool ADA / Title 24 Accessibility, Restrooms & Outside Showers • Balboa Community Center Remodel Design Architect / Consultant for City of Newport Beach • West Newport Community Center Accessibility Remodel Design Architect / Consultant for City of Newport Beach • Woodbridge Plaza ADA Consulting /Construction Design Architect / Consultant for 3 building Office complex renovation including restrooms, showers, stairs, etc. Rosie Garcia - Project Manager Rosie has a Bachelor's Degree in Architecture from Cal Poly Pomona, she has been with Hutson & Partners over 3 years and has worked on numerous projects for the City of Newport Beach. Her experience ranges from preparing Drawings for Planning, Zoning and Design Review to Construction Drawings and Construction Newport Beach Qualifications August 31, 2000 Page 3 of 5 0 Observation. In the last 2 years she has worked exclusively on ADA Compliance and has a reasonable understanding of the requirements. She also possesses the ability to get everyone involved in a "team" mentality so that the project becomes the primary focus. Her experience includes: • Signal Hill Community / Youth Center City of Signal Hill Project Manager /Construction Documents and Construction Observation • Police Department Operations Room /Staff Lounge Design Development / Construction Drawings • City of Newport Beach Balboa Ferry Restroom Facility Review, Field Verify Existing Conditions, Design Development/Construction Drawings/Project Management • City of Newport Beach City Council Chambers Remodel Field Verify Existing Conditions, Construction Drawings/Project Management • Colony Club Association Community Clubhouse /Pool Design Development Package • Woodbridge Plaza ADA Consulting /Construction Project Manager /Construction Drawings /Construction Observation 2. ATTRIBUTES Hutson & Partners is an architectural firm that has combined talents to provide architectural and planning services for specific design and construction projects. Our collaboration is not one of convenience or need but an association and combination of talents that are best suited for specific projects. Our experiences with similar types of projects and our willingness to participate in the process will enable the City of Newport Beach and the public Works department to gain the benefit of a combined architectural effort. As previously indicated we have worked on a number of similar projects and are comfortable that we can provide unparalleled quality and integrity with creative and cost effective problem solving. We would like the City of Newport Beach to evaluate our qualifications carefully in that there may be areas of experience that we can provide that were not previously considered for a project of this type. Newport Beach Qualifications August 31, 2000 Page 4 of 5 3. 0 SERVICES Hutson & Partners will provide the following services with regard to each item as determined by the city and as prepared and outlined in the Request for Qualifications dated 8/24/00. All services described will be performed by Hutson & Partners and solutions will be reviewed with the city staff for intent and alternative options (if any). • Provide the city with additional areas of non - compliance as discovered during field review (if any). • Review of all information and preliminary scope of work with city staff prior to preparation of final PS &E. • Preparation of PS &E which conform with the requirements of the 1997 Uniform Building Code and applicable ADA regulations as interpreted by the city of Newport Beach. • Prepare PS &E in an 24" x 36" (sheets provided by the City) format and submit for plan check. • Provide clarification and in- the -field assistance if need to resolve any design related problems during construction of the improvements. Clarification shall be limited to design issues related to the identified changes. • During field review of identified upgrades Hutson & Partners may note for consideration by City staff additional items which should be considered for alteration or removal. • We would request that the City provide all information regarding existing conditions and field observations used during the cities development of the current project list. In addition we would like all documents that exist for the facilities and any other information that relates to the facilities specifically site plan, floor plans, electrical and plumbing drawings if available. These items are not required, but if they exist it will aid the process and reduce the cost of preparation of PS &E. 4. SUB CONSULTANTS Hutson & Partners has developed a team of professionals that are history of providing quality and professional services. Hutson & Partners would be responsible for all aspects of the project Our sub consultants have worked with Hutson & Partners on a continuing basis for over 10 years and is experienced with this type of institutional and remodel work in their respective disciplines. Hutson & Partners would maintain control in all sub consultant work and would be the decision maker with respect to all value engineering. Newport Beach Qualifications . • August 31, 2000 Page 5 of 5 Hutson & Partners may contract Mechanical, Electrical, Plumbing and Structural Engineers as necessary. This will be determined after site visits and determination of scope of work. 5. INSURANCE Hutson & Partners carries General Liability and Professional Liability Insurance that is not required for practicing professionals. We view this as a benefit to us as well as our clients in providing professional architectural and planning services. We attempt to maintain the quality and professionalism that is expected of professional licensed architects. To this effort we offer to name as additionally insured the City of Newport Beach as allowed within the confines of the separate policies. Commercial General Liability : Total Limit: $1,000,000.00 Professional Liability: Total Limit: $500,000.00 6. PRIOR NEWPORT BEACH EXPERIENCE It should be noted that Hutson & Partners has successfully worked with the City of Newport Beach Recreation Department, Planning Department, and Public Works Departments on a variety of projects over the last 5 years. This includes meeting all licensing and insurance requirements as well as providing quality professional services. We sincerely appreciate your request for qualifications and I look forward to hearing from you and will await your response. Sincerely, Lyle R. Hutson, AIA ?J 4 HUTSON 6: PARTNERS Tu 049-o-.5 910i F,1'0411.1,; i.9n IS 0 0 August 31, 2000 Mr. Lloyd Dalton, Design Engineer Public Works Department City of Newport Beach 3300 Newport Blvd. P.O. Box 1768 Newport Beach, CA 92658 -3311 Re: Fee Proposal for Oceanfront Restroom Rehabilitation Dear Lloyd: &z"a/ro It is with great pleasure that Hutson & Partners submits this proposal to the City of Newport Beach. Per your letter dated 8/24/00 and review of the restrooms we have prepared this proposal. SERVICES Hutson & Partners will provide the following services with regard to each item as determined readily achievable by the city as prepared and outlined in the Request for Qualifications dated 8/24/00. All services described will be performed by Hutson & Partners and solutions will be reviewed with the city staff for intent and alternative options (if any). • Review each item as described and prepare field condition sketches for preparation of PS &E. • Review with city project manager proposed solution and alternatives (if any). • Provide the city with additional areas of non - compliance as discovered during field review (if any). • Review of all information and preliminary scope of work with city staff prior to preparation of final PS &E. • Preparation of PS &E which conform with the requirements of the 1997 Uniform Building Code and applicable ADA regulations as interpreted by the City of Newport Beach. • Prepare PS &E in an 24° x 36" (sheets provided by the City) format and submit for plan check. Newport Beach Fee Proposal • kugust 31, 2000 'age 2 of 2 • Provide clarification and in- the -field assistance if need to resolve any design related problems during construction of the barrier removal. Clarification shall be limited to design issues related to the identified barrier only, consultation on additional barriers shall be classified as additional services. • During field review of identified barriers Hutson & Partners may note for consideration by City staff additional items which should be considered for alteration or removal. Hutson & Partners shall not be compensated for such identifications and as such will not be responsible for identification of such. STANDARD AGREEMENT We have reviewed the City standard consultant agreement and have the following comments: None at this time. FEE The fee to provide PS &E for the four restroom facilities; 15th Street, Newport Pier, 58th Street, and Orange Street shall be $16,500.00 plus reimbursable items (Telephone, FAX, printing and mileage)which will be billed back to the City at a rate of 1.10 administrative multiplier. This fee is based on a Magnitude of Cost of $145,000.00 to $175,000.00. This fee does not include costs for any additional consultants such as plumbing, mechanical, electrical that may be required by the City during plan check. At this time no additional consultants are required. Additional services shall be based on an hourly rate of: Principal - $95.00 /Hour Draftsperson - $55.00 /Hour Clerical - $45.00 /Hour Time to complete the proposed scope of work shall be 12 -16 weeks based on City staff review and comments on the preliminary design criteria for barrier removal. As indicated above we have requested minor changes to the standard agreement that will allow our insurance carrier to issue the appropriate certificates to the City of Newport Beach. I trust this proposal meets with your approval and look foreword to hearing from you. Sincerely, Lyl@ R. tson, A A Principal I; 1 OC% .. InI � A,y �Q V Q VD a J v � c y W vwV �. «V;nc N E V p w., L6 fz- O `C- W— A o b 2 3 v m ,off— c c.N v au.2m Eoa oQO >°v°� ` b c c U c= p So C Y c m p N ry A q C � U U V W ,L U V S iA o.amooLdw0± --YJ N �V E U�� a N � �. ✓ 2 A C a Fa YO -yin °-UZ .n v ` v v v a U= 'u a => o a ro