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HomeMy WebLinkAboutC-8700-1 - Balboa Pier and Channel Place Restroom RehabilitationCITY OF NEWPORT BEACH 100 Civic Center Drive Newport Beach, California 92660 949-644-3005 1 949-644-3039 FAx newportbeachca.gov September 13, 2023 Allinone Construction, Inc. Attn: Min Kim 1070 S. Cypress St., Ste C La Habra, CA 90631 Subject: Balboa Pier and Channel Place Park Restroom Rehabilitation — C-8700-1 Dear Mr. Kim: On September 13, 2022, the City Council of Newport Beach accepted the work for the subject project and authorized the City Clerk to file a Notice of Completion, to release the Labor & Materials Bond 65 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 September 15, 2022, Reference No. 2022000306713. The Surety for the contract is Argonaut Insurance Company and the bond number is CMGP00004896. Enclosed is the Faithful Performance Bond. Sincerely, � ' Leilani I. Brow 1t— City Clerk Enclosure nd No.: CMGP00004896 Premium: $4,077.00 EXHIBIT B CITY OF NEWPORT BEACH BOND NO. CMGP00004896 FAITHFUL PERFORMANCE BOND The premium charges on this Bond is $ 4,077.00 , being at the rate of $ 3/2 Credit (3%First 200K) 2%After thousand of the Contract price. WHEREAS, the City of Newport Beach, State of California, has awarded to Allinone Construction, Inc. hereinafter designated as the "Principal," a contract for: removing existing improvements and making specified improvements to the interior and exterior of the restroom buildings at the Balboa Pier and Channel Place Park, in the City of Newport Beach, in strict conformity with the Contract on file with the office of the City Clerk of the City of Newport Beach, which is incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute the Contract and the terms thereof require the furnishing of a Bond for the faithful performance of the Contract. NOW, THEREFORE, we, the Principal, and Argonaut Insurance Company, do CMGIA, 20335 Ventura Blvd., Ste 426, Woodland Hills, CA 91364 , 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 Thirty Five Thousand Nine Hundred Ten Dollars ($135,910.00) 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 Work, 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. 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 and reasonable expenses and fees, including reasonable attorneys' fees, incurred by City, only in the event 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 Allinone Construction, Inc. Page B-1 thereunder 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 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 duly executed by the Principal and Surety above named, on the 28tb day of September ,20 21 . Allinone Construction, Inc. Name of Contractor (Principal) Argonaut Insurance Company Name of Surety c/o CMGIA, 20335 Ventura Blvd., Ste 426 Woodland Hills, CA 91364 Address of Surety (866)363-2642 Telephone APPROVED AS TO FORM: CITY ATTORNEY'$ OFFICE Date' / 191 Z 1 2/ w5 C. Harp Attorney 0 - Print Name and Title NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED Allinone Construction, Inc. Page B-2 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of ) ss. On .20 before me, Notary Public, personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California (seal) County of ) ss. On 20 before me, Notary Public, personally appeared proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (seal) Allinone Construction, Inc. Page B-3 CALIFORNIA ALL- PURPOSE CERTIFICATE OF ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of CALIFORNIA County of ORANGE On ®5 ?a before me, CINDY E HOISINGTON,NOTARY PUBLIC , (Here mean name entltleo t eo icer) personally appeared MtN S,NG- 11')ty\ 01»14 C-14AIICr fl wA^t Imo, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) i 0 subscribed to the within instrument and acknowledged to me that he/she/ xecuted the same in his/her/(the)r authorized capacity(ies), and that by his/her/el signature(s) on the instrument the person(s), or the entity upon behalf of which a person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. allov E.Ho181NGT0N • Notary Public- California _ Los Angeles County v Commission 112220362 My Comm. Expires Nov 28, 2021 Notary u I sign ur (Notary Public Seal) ADDITIONAL OPTIONAL INFORMATII DESCRIPTION OF THE ATTACHED DOCUMENT (Title or description r of attached document) --LL /✓ECG P9t1 i2 Si A}a�"T� (Iritle or description of attached document continued) Number of Pages Document Date (a 2 CAPACITY CLAIMED BY THE SIGNER -® Individual (s) ❑ Corporate Officer (Title) ❑ Partner(s) ❑ Attorney -in -Fact ❑ Trustee(s) ❑ Other www.Notary,Classes.com 800-873-9865 :)N INSTRUCTIONS FOR COMPLETING THIS FORM This form complies with current California statutes regarding notary wording and, ifneeded, should be completed and attached to the document. 4clmowledgments from other states may be couple tedfor documents being sent to that state so long as the wording does not require the California notary to violate California notary law. • State and County information must be the State and County where the document signers) personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signers) personally appeared which must also be the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public). • Print the name(s) of document signer(s) who personally appear at the time of notarization. • Indicate the correct singular or plural forms by crossing off incorrect forms (i.e. he/she/thcy, is nor) or circling the correct forms. Failure to correctly indicate this information may lead to rejection of document recording. • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines. If seal impression smudges, re -seal if a sufficient area permits, otherwise complete a different acknowledgment farm. • Signature of the notary public must match the signature on file with the office of the county clerk. Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a different document. Indicate title or type of attached document, number of pages and date. Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer, indicate the title (i.e. CEO, CFO, Secretary). • Securely attach this document to the signed document with a staple. COVID-19 PERFORMANCE BOND NOTICE RIDER This Rider is executed concurrently with and shall be attached to and form a part of Bond No.: CMGP00004896 WHEREAS, on or about the 14th , day of September 2021 ALLINONE CONSTRUCTION, INC. (hereinafter called the "Principal"), entered into a written agreement with City of Newport Beach (hereinafter called the "Primary Obligee") for the construction of the Balboa Pier and Channel Place Park Restroom Rehabilitation, Contract No. 8700-1 (hereinafter called the "Contract"); and WHEREAS, Principal and Argonaut Insurance Company (hereinafter referred to as "Surety") have agreed to execute and deliver this Rider in conjunction Bond No.: CMGP00004896 WHEREAS, the BOND has been required and/or requested by the OBLIGEE during a national epidemic or pandemic. In response, the federal, state, and local governments have issued stay-at-home and/or emergency orders in order to protect public health. WHEREAS, this RIDER is created, effective, and issued contemporaneously with the term of the BOND, and the SURETY and PRINCIPAL rely upon the effectiveness of this RIDER and the incorporation of its interpretation of the terms and obligations of the BOND at the beginning of its term as an inducement to its agreement of the terms and obligations of the BOND. WHEREAS, quarantine procedures have been issued by the appropriate governmental authorities in the interest of public health to reduce or prevent the epidemic or pandemic. WHEREAS, as the orders and actions of the government are ever -changing, no party can adequately predict how the Bonded Project may be affected. Accordingly, any delays, costs increases, labor shortages, availability of materials, or any other event hindering the performance of any party's contractual duties caused by or related to the epidemic or pandemic are unforeseen at the time of formation of the contract. The SURETY's bonded obligations under the BOND are clarified by this RIDER, or to the extent necessary, modified as follows: 1. In the event of any delays, cost increases, labor shortages, availability of materials, or any other event hindering the performance of any party's contractual duties caused by or related to any epidemic or pandemic, the SURETY agrees to cooperate with the PRINCIPAL and the OBLIGEE to assist with the completion of the contract COVID-19 PERFORMANCE BOND NOTICE RIDER and comply with any and all directives from federal, state, and local authorities to maintain to the public health. 2. The BOND has been issued during an epidemic or pandemic, but the specific impacts, delays, defaults, or damages relating to the pandemic on the performance of the contract are unknown to the SURETY, OBLIGEE, and PRINCIPAL and are unforeseen at the time of formation of the BOND. 3. The SURETY agrees to assist all parties to mitigate any potential damages on the Project. The parties' duty to mitigate has not been abridged. The SURETY will comply with all federal, state, or local governmental guidance regarding the performance of the contract and the protection of public health and that of their employees. 4. If performance of the OBLIGEE's and/or the PRINCIPAL's obligations under the contract becomes impracticable as caused by or related to the effects of any epidemic or pandemic and/or related governmental orders, the SURETY's obligations hereunder are likewise deemed impracticable. Impracticability is defined as the existence of a fact or circumstance which makes the performance of the duty to be unfeasibly difficult or expensive. The standard for unfeasibility is whether performance is commercially unreasonable. 5. If the contracts, agreements, or other documents require notice from the PRINCIPAL and/or the SURETY regarding epidemic or pandemic related impacts on the Bonded Project, the OBLIGEE is deemed to have sufficient notice upon receipt of this RIDER. Except as herein modified, the Bond shall be and remains in full force and effect. SIGNED AND DATED THIS 28th day of September , 2021 . Argonaut AsuraRce ggnpfty (SURETY) W. Title: COVID-19 PERFORMANCE BOND NOTICE RIDER Bond No.: CMGP00004896 Premium: $4,077.00 Argonaut Insurance Company Deliveries Only: 225 W. Washington, 24th Floor Chicago, IL 60606 United States Postal Service: P.O. Box 469011, San Antonio, TX 78246 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the Argonaut Insurance Company, a Corporation duly organized and existing under the laws of the State of Illinois and having its principal office in the County of Cook, Illinois does hereby nominate, constitute and appoint: I_ Their true and lawful agent(s) and attorney(s)-in-fact, each in their separate capacity if more than one is named above, to.. make, execute, seal and deliver for and on its behalf as surety, and as its act and deed any and all bonds, contracts, agreements of indemnity and otheramdertakings in suretyship provided, however, that the penal sum of any one such instrument executed hereunder shall not exceed the sum of: - $15,000,000.00 This Power of Attorney is granted and is signed and sealed under and by the authority of the following Resolution adopted by the Board of Directors of Argonaut Insurance Company: - "RESOLVED, That the President, Senior Vice President, Vice President, Assistant Vice President, Secretary, Treasurer and each of them hereby is authorized to execute powers of attorney, and such authority can be executed by use of facsimile signature, which may be attested or acknowledged by any officer or attorney, of the Company, qualifying the attorney or attorneys named -in the, given -bower of attorney, to execute in behalf of, and acknowledge as the act and deed of the Argonaut Insurance Company, all bond undertakings and contracts of suretyship, and to affix the corporate seal thereto." IN WITNESS WHEREOF, Argonaut Insurance Company has caused its,( authorized officer on the 1st day of June, 2021. STATE OF TEXAS COUNTY OF HARRIS SS: to be hereunto affixed and these presents to be signed by its duly Argonaut Insurance Company by: Joshua C. Betz , Senior Vice President On this 1st day of June, 2021 A.D.,:bofore me, a Notary Public of the State of Texas, in and for the County of Harris, duly commissioned and qualified, came THE ABOVE OFFICER OF THE COMPANY, to me personally known to be the individual and officer described in, and who executed the preceding instrument, and he acknowledged the: execution of same, and being by me duly swom, deposed and said that he is the officer of the said Company aforesaid, and that the seal affixed to tho.precer ing instrument is the Corporate Seal of said Company, and the said Corporate Seal and his signature as officer were duly affixed and subserlBed to the said instrument by the authority and direction of the said corporation, and that Resolution adopted by the Board of Directors of said Company, referred to in the preceding instrument is now in force. IN TESTIMONY WHEREOF, I have hereunto set my hand, and affixed my Official Seal at the County of Harris, the day and year first above written. KANMARYHLrrN M PUBLIC NOTARY AUBLIC ( STATE COMM.E TEXAS MYYOTARY OD NOTARY IiY 10 66>902-E (Notary Public) I, the undersigned Officer of the Argonaut Insurance Company, Illinois Corporation, do hereby certify that the original POWER OF ATTORNEY of which the foregoing is a full, five and correct copy is still in full force and effect and has not been revoked. IN WITNESS WHEREOF, I have hereunto set my hand, and affixed the Seal of said Company, on the 28th day of September ,2021 . James Bluzard , Vice President -Surety IF YOU HAVE QUESTIONS ON AUTHENTICITY OF THIS DOCUMENT CALL (833) 820 - 9137. CALIFORNIAr . . r •D rr�.•..�...�uar�a.... �.e[�•.. s•.�.eras•.�.ererrrrer.�.rr•..r.�.rre.<r-..rr�u....✓a<.o. -.. .�� .�.r.....�.r.�.r�r �rr•...�. A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California ) County of Los Angeles ) On SEP 2 8 2021 before me, Lucas Patterson, Notary Public Date Here Insert Name and Title of the Officer personally appeared Gabriella Grady Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. - LUCASti -'.m` WITNESS my hand and official seal. : S `�—�1Ta`•. Notary �'S '+�e tl.k Las A ge es _ l vh P{ Signature "gym Signature of Notary Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Number of Pages: Signer(s) Other Than Named Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — El Limited ❑ Gener ❑ Individual ❑ Attorne act ❑ Trustee ❑ ian or Conservator ❑ Other: Signer Is resenting: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: 02014 National Notary Association • www.NationaiNotary.org • 1-800-US NOTARY (1-800-876-6827) Item t15907 CALIFORNIA ALL- PURPOSE CERTIFICATE OF ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of CALIFORNIA County of ORANGE } On Q Z9 2 1 before me, CINDY E HOISINGTON,NOTARY PUBLIC , ere insert name and title of the officer) personally appeared M t iii S�� fJ r, iie\' /i who pr ved to me on the basis of satisfactory evidence to be the person(s) whose names/are subscribed to the within instrument and acknowledged to me that e%she/they executed the same in her/their authorized capacity(ies), and that by s/her/their signatures) on the instrument the person(s), or the entity upon behalf of which the persons) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. (Notary Public Seal) t ADDITIONAL OPTIONAL INFORMATION OF THE ATTACHED DOCUMENT (Title or description of attached document) (Title or description of attached document continued) Number of Pages Document Date �^ 0 CAPACITY CLAIMED BY THE SIGNER ��Ddiviclual (s) ❑ Corporate Officer (Title) ❑ Partner(s) ❑ Attorney -in -Fact ❑ Trustee(s) ❑ Other www.NotaryCIasses.com 800-873-9865 ar,.. CINDY - IiDISINGTON Notary Public -California Los Angelus County Commission It 2220362 My Comm. Expires Nov 20, 202.1 INSTRUCTIONS FOR COMPLETING THIS FORM This form complies with current Cal fornia statutes regarding notary wording and, ifneeded, should be completed and attached to the document. Acknowledgments from other states may be completed for documents being sent to that state so long as the wording does not require the California notary to violate California notary law. • State and County information must be the State and County where the document signer(s) personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s) personally appeared which must also be the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public). • Print the names) of document signers) who personally appear at the time of notarization. • Indicate the correct singular or plural forms by crossing off incorrect forms (i.e. he/she/the},- is Al or circling the correct forms. Failure to correctly indicate this information may lead to rejection of document recording. • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines. If seal impression smudges, re -seal if a sufficient area permits, otherwise complete a different acknowledgment form. • Signature of the notary public must match the signature on file with the office of the county clerk. Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a different document. Indicate title or type of attached document, number of pages and date. Indicate the capacity claimed by the signer, if the claimed capacity is a corporate officer, indicate the title (i.e. CEO, CFO, Secretary). • Securely attach this document to the signed document with a staple. ARGO SURETY RIDER To be attached to and part of Bond No.: CMGP00004896 Principal: ALLINONE CONSTRUCTION, INC. 1070 S. Cypress St. #C La Habra, CA 90631 Contract/Bond Amount: $135,910.00 ONE HUNDRED THIRTY FIVE THOUSAND NINE HUNDRED TEN AND 00/100 In Favor of: City of Newport Beach 100 Civic Center Drive Newport Beach, CA 92660 Project Name/Description: Balboa Pier and Channel Place Park Restroom Rehabilitation, Contract No. 8700-1 Amendment: The COVID-19 Performance Bond Notice Rider signed September 28, 2021 is hereby removed and is no longer a part of the Performance & Payment Bonds issued for the above - mentioned project. All Terms and Conditions remain the same. Signed this 13th day of October, 2021 By; tey Garcia, orney n-fact Mailing Address: Argonaut Insurance Company c/o CMGIA 20335 Ventura Blvd., Ste. 426 Woodland Hills, CA 91364 Phone:866-363-2642 Bond No.: CMGP00004896 Argonaut Insurance Company Deliveries Only: 225 W. Washington, 24th Floor Chicago, IL 60606 United States Postal Service: P.O. Box 469011, San Antonio, TX 78246 POWER OF ATTORNEY YNOW ALL MEN BY THESE PRESENTS: That the Argonaut Insurance Company, a Corporation duly organized and existing under the laws of the State of Illinois and having its principal office in the County of Cook, Illinois does hereby nominate, constitute and appoint: 'o Their true and lawfid agent(s) and attorney(s)-in-Fact, each in their separate capacity if more than one is named above,;to make, execute, seal and deliver for and on its behalf as surety, and as its act mid deed any and all bonds, contracts, agreements of indemnity and other undertakings in suretyship provided, however, that the penal sum of any one such instrument executed hereunder shall not exceed the sum of: $15,000,000.00 This Power of Attorney is granted and is signed and sealed under and by the authority of the following Resolution adopted by the Board of Directors of Argonaut Insurance Company: "RESOLVED, That the President, Senior Vice President, Vice President, Assistant Vice President, Secretary, Treasurer and each of them hereby is authorized to execute powers of attorney, and such authority can be executed by use of facsimile signature, which may be attested or acknowledged by any officer or attorney, of the Company, qualifying the attorney or attorneys named in the giver'power of attorney, to execute in behalf of, and acknowledge as the act and deed of the Argonaut Insurance Company, all bond undertakings andcoritracts of suretyship, and to affix the corporate seal thereto." IN WITNESS WHEREOF, Argonaut Insurance Company has caused its ificialseal to be hereunto affixed and these presents to be signed by its duly authorized officer on the tat day of June, 2021. Argonaut Insurance Company STATE OF TEXAS COUNTYOFHARRIS SS: On this tat day of June, 2021 came THE ABOVE OFFICE instrument, and he acknowle, and that the seal affixed,to th duly affixed and subscrilaed. to Directors of said, COrrP4n ,1c !► by: Joshua C. Betz, Senior Vice President before,me, *Notary Public of the State of Texas, in and for the County of Harris, duly commissioned and qualified, THE COMPANY, to me personally ]mown to be the individual and officer described in, and who executed the preceding lho execution of same, and being by me duly sworn, deposed and said that he is the officer of the said Company aforesaid, ;,ding instrument is the Corporate Seal of said Company, and the said Corporate Seal and his signature as officer were said instrument by the authority and direction of the said corporation, and that Resolution adopted by the Board of to in the preceding instrument is now in force. I have hereunto set my hand, and affixed my Official Seal at the County of Harris, the day and yew first above written. NOTARY M PUBLIC NOTARY PUBLIC STATE 0711 /2 XAS MY COMM. E 0 5R 60 55 NOTARY 105579D7.8 (NeterY Pablic) I, the undersigned Officer of the Argonaut Insurance Company, Illinois Corporation, do hereby certify that the original POWER OF ATTORNEY of which the foregoing is a full, true and correct copy is still in full force and effect and has not been revoked. IN WITNESS WHEREOF, I have hereunto set my hand, and affixed the Seal of said Company, on the 13th day of October , 2021. James Bluzard, Vice President -Surety IF YOU HAVE QUESTIONS ON AUTHENTICITY OF THIS DOCUMENT CALL (833) 820 - 9137. CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California ) County of Los Angeles ) On OCT 13 2021 Date before me, Lucas Patterson, Notary Public Here Insert Name and Title of the Officer personally appeared Stacey Garcia Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. �uc�s ca �3soN Notary Public California Los Angeles Co mty Q z ��� Commission 3p7,264 z My comet cxprtes mr 19, 2025 N Signature A_--'-- Signature of Notary Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Number of Pages: Signer(s) Other Than Named Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ Genera ❑ Individual ❑ Attoris act ❑ Trustee ❑ G Ian or Conservator ❑ Other: Signer Is esenting: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: 02014 National Notary Association - www.NationaiNotary.org - 1-800-US NOTARY (1-800-876-6827) Item #5907 CITY OF NEWPORT BEACH 100 Civic Center Drive Newport Beach, California 92660 949-644-3005 1 949-644-3039 FAx newportbeachca.gov November 21, 2022 Allinone Construction, Inc. Attn: Min Kim 1070 S. Cypress St., Ste C La Habra, CA 90631 Subject: Balboa Pier and Channel Place Park Restroom Rehabilitation - C-8700-1 Dear Mr. Kim: On September 13, 2022, the City Council of Newport Beach accepted the work for the subject project and authorized the City Clerk to file a Notice of Completion, to release the Labor & Materials Bond 65 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 September 15, 2022, Reference No. 2022000306713. The Surety for the bond is Argonaut Insurance Company and the bond number is CMGP00004896. Enclosed is the Labor & Materials Payment Bond. Sincerely, �, , Z4 Leila ni I. Brown, MMC City Clerk Enclosure Bond P CMGPO0004896 Premiu,...ncluded In The Performance Bond EXHIBIT A CITY OF NEWPORT BEACH BOND NO. C.NIGPoo004896 LABOR AND MATERIALS PAYMENT BOND WHEREAS, the City of Newport Beach, State of California, has awarded to Allinone Construction, Inc. hereinafter designated as the "Principal," a contract for: removing existing improvements and making specified improvements to the interior and exterior of the restroom buildings at the Balboa Pier and Channel Place Park, in the City of Newport Beach, in strict conformity with the Contract on file with the office of the City Clerk of the City of Newport Beach, which is incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute the Contract 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, Argonaut Insurance Company, c/o CMGIA, 20335 Ventura Blvd., Ste 426, Woodland Hills, CA 91364 duly authorized to transact business under the laws of the State of California, as Surety, (referred to herein as "Surety") are held and firmly bound unto the City of Newport Beach, in the sum of One Hundred Thirty Five Thousand Nine Hundred Ten Dollars ($135,910.00) 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, firmly 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 9554 of the Civil Code of the State of California. The Bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Section 9100 of the California Civil Code so as 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 9500 et seq. of the Civil Code of the State of California. Allinone Construction, Inc. Page A-1 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 shall in any wise affect its obligations on this Bond, and it does hereby waive notice of any such change, extension 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 28rn day of September , 20 21 . Allinone Construction, Inc. Name of Contractor (Principal) Argonaut Insurance Companv Name of Surety do CMGIA, 20335 Ventura Blvd., Ste 426 Woodland Hills, CA 91364 Address of Surety (866)363-2642 Telephone APPROVED AS TO FORM: CITY ATTORNMEY'S OFFICE nata• /m /2i /2/ Gabriella Gradv, Attorney -In -Fact Print Name and Title NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED Allinone Construction, Inc. Page A-2 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of ) ss. On 20 before me, Notary Public, personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (seal) ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of )Ss. On 20 before me, Notary Public, personally appeared proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (seal) Allinone Construction, Inc. Page A-3 Bond No.: CMGP00004896 Premium: $4,077.00 Argonaut Insurance Company Deliveries Only: 225 W. Washington, 24th Floor Chicago, IL 60606 United States Postal Service: P.O. Box 469011, San Antonio, TX 78246 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the Argonaut Insurance Company, a Corporation duly organized and existing under te laws of the State of Illinois and having its principal office in the County of Cook, Illinois does hereby nominate, constitute and appoint: v�r�• 9� F2 Their true and lawful agent(s) and attomey(s)-in-fact, each in their separate capacity if more than one is named aboveitp in e, execute, seal and deliver for and on its behalf as surety, and as its act and deed any and all bonds, contracts, agreements of indemnity and other undertakings in suretyship provided, however, that the penal sum of any one such instrument executed hereunder shall not exceed the sum of, $15,000,000.00 This Power of Attorney is granted and is signed and sealed under and by the authority of the following Resolution adopted by the Board of Directors of Argonaut Insurance Company: "RESOLVED, That the President, Senior Vice President, Vice President, Assistant Vice President, Secretary, Treasurer and each of them hereby is authorized to execute powers of attorney, and such authority can be executed by use of facsimile signature, which may be attested or acknowledged by any officer or attorney, of the Company, qualifying the attorney or attorneys named in the given power of attorney, to execute in behalf of, and acknowledge as the act and deed of the Argonaut Insurance Company, all bond undertakings and contracts of suretyship, and to affix the corporate seal thereto." IN WITNESS WHEREOF, Argonaut Insurance Company has caused its official seal to be hereunto affixed and these presents to be signed by its duly authorized officer on the tat day of June, 2021. Argonaut Insurance Company STATE OF TEXAS COUNTY OF HARRIS SS: SiSEAL.g by: Siij% 1948 T? ntMPts; Joshua C. Betz, Senior Vice President On this Iat day of June, 2021 A.D., before me, a Notary Public of the State of Texas, in and for the County of Harris, duly commissioned and qualified, came THE ABOVE OFFICER OF TI-IE COMPANY, to me personally known to be the individual and officer described in, and who executed the preceding instrument, and he acknowledged the execution of same, and being by me duly sworn, deposed and said that he is the officer of the said Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and the said Corporate Seal and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said corporation, and that Resolution adopted by the Board of Directors of said Company, referred to in the preceding instrument is now in force. IN TESTIMONY WHEREOF, I have hereunto set my hand, and affixed my Official Seal at the County of Harris, the day and year first above written. KATHLEEN M MEEKS"iWl yi). NOTARY PUBLIC STATE OF TEXAS W MY COMM. EXP. 07/15/25 NOTARY ID 557M2-5 (Notary Public) 1, the undersigned Officer of the Argonaut Insurance Company, Illinois Corporation, do hereby certify that the original POWER OF ATTORNEY o£which the foregoing is a full, true and correct copy is still in full force and effect and has not been revoked. IN WITNESS WHEREOF, I have hereunto set my hand, and affixed the Seal of said Company, on the 28ti1 day of September 12021 . J�xa5Ut2q,I,�`c% -0T O= SEAL -� 5, orb'•; 1su '�r ':7lMOl5:'• eu u c James Blumd , Vice President -Surety IF YOU HAVE QUESTIONS ON AUTHENTICITY OF THIS DOCUMENT CALL (833) 820 - 9137. CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL • qua . �.r .. �.e...e.. ..e .. A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California ) County of Los Angeles ) On SEP 2 8 2021 before me, Date personally appeared Lucas Public Here Insert Name and Title of the Officer Gabriella Grady Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. v '. tfornla�� L Signature „q, 202 Signature of Notary Public �. .,_► Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Number of Pages: Signer(s) Other Than Named Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — El Limited ❑ Gener ❑ Individual ❑ Attorne act ❑ Trustee ❑ ian or Conservator ❑ Other: Signer Is esenting: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator n Other: Signer Is Representing: 02014 National Notary Association • www.Nationa]NotM.org • 1-800-US NOTARY (1-800-876-6827) Item t15907 CALIFORNIA ALL- PURPOSE CERTIFICATE OF ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of CALIFORNIA County of ORANGE } On q-Zgi -Za beforeme, CINDY E HOISINGTON,NOTARY PUBLIC , (Here insert name and title of the officau personally appeared A%1, I syri G- k; 4 who proved to me on the ba i�satisfactory evidence to be the person(s) whose name(s(R/are subscribed to the within instrument and acknowledged to me that he/they executed the same in(hl Yher/their authorized capacity(ies), and that by /her/their signatures) on the instrument the person(s), or the entity upon behalf of which the persons) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. a cmov E NolslNCTON Notary Poblic - California WITNESS my hand and official seal. fLos Angeles County i" Commission R 2220362 My Comm Expires Nov 28. 2021 aN6i Pc Sig tune (Notary Public Seal) INN-UKIYIA I DESCRIPTION OF THE ATTACHED DOCUMENT �" "•' - A-- (Titie or description of attached document) (Title or description of attached document continued) Number of Pages Document Date CAPACITY CLAIMED BY THE SIGNER Individual (s) ❑ Corporate Officer (Title) ❑ Partner(s) ❑ Attorney -in -Fact ❑ Trustee(s) ❑ Other wwk Nofa ryG lasses son, 800-873-5865 INSTRUCTIONS FOR COMPLETING THIS FORM ON Thisforen complies with current California statutes regarding notary wording and if needed, should be completed and attached to the document. Acknowledgments from other states may be completed for documents being sent to that state so long as the wording does not require the California notary to violate California notary law. • State and County information must be the State and County where the document signers) personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signers) personally appeared which must also be the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public). • Print the names) of document signer(s) who personally appear at the time of notarization. • Indicate the correct singular or plural forms by crossing of incorrect forms (i.e. he/she/they- is /are ) or circling the correct forms. Failure to correctly indicate this information may lead to rejection of document recording. • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines. If seat impression smudges, re -seal if a sufficient area permits, otherwise complete a different acknowledgment form. • Signature of the notary public must match the signature on file with the office of the county clerk. Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a different document. Indicate title or type of attached document, number of pages and date. Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer, indicate the title (i.e. CEO, CFO, Secretary). • Securely attach this document to the signed document with a staple. 9/15/22, 8:46 AM Batch 14677708 Confirmation RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: City Clerk City of Newport Beach 100 Civic Center Drive Newport Beach, CA 92660 Recorded in Official Records, Orange County Hugh Nguyen, Clerk -Recorder IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII NO FEE *$ R 0 0 1 3 9 s 7 s 8 2 $* 2022000306713 8:43 am 09/15/22 90 CR-SC06 N12 1 0.00 0.00 0.00 0.00 0.00 0.00 0.000.000.00 0.00 "Exempt from recording fees pursuant to Government Code Section 27383" NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that the City of Newport Beach, 100 Civic Center Drive, Newport Beach, California, 92660, as Owner, and Allinone Construction, Inc., La Habra, California, as Contractor, entered into a Contract on September 14, 2021. Said Contract set forth certain improvements, as follows: Balboa Pier and Channel Place Park Restroom Rehabilitation - C-8700-1 Work on said Contract was completed, and was found to be acceptable on September 13, 2022, by the City Council. Title to said property is vested in the Owner and the Surety for said Contract is Argonaut Insurance Company. m Public Woiks Director City of Newport Beach VERIFICATION I certify, under penalty of perjury, that the foregoing is true and correct to the best of my knowledge. p Executed on 14)nr , at Newport Beach, California. City Clerk https://gssecure-recording.com/Batch/Confirmation/14677708 1 /6 RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: City Clerk City of Newport Beach 100 Civic Center Drive Newport Beach, CA 92660 "Exempt from recording fees pursuant to Government Code Section 27383" NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that the City of Newport Beach, 100 Civic Center Drive, Newport Beach, California, 92660, as Owner, and Allinone Construction, Inc., La Habra, California, as Contractor, entered into a Contract on September 14, 2021. Said Contract set forth certain improvements, as follows: Balboa Pier and Channel Place Park Restroom Rehabilitation - C-8700-1 Work on said Contract was completed, and was found to be acceptable on September 13, 2022, by the City Council. Title to said property is vested in the Owner and the Surety for said Contract is Argonaut Insurance Company. An Public Woks Director City of Newport Beach VERIFICATION I certify, under penalty of perjury, that the foregoing is true and correct to the best of my knowledge. p/gyp, Executed on �I VT I�iIIFYK�22 at Newport Beach, California. M City Clerk t CITY OF NEWPORT BEACH NOTICE INVITING BIDS �4 ..,� 4 f/ Sealed bids shall be submitted electronically via PlanetBids to office of the City Clerk, 100 Civic Center Drive, Newport Beach, CA 92660 By 10:00 AM on the 22"d day of July, 2021, at which time such bids shall be opened and read for BALBOA PIER AND CHANNEL PLACE PARK RESTROOM REHABILITATION PROJECT NO. 21 F02 CONTRACT NO. C-8740-1 $178,500 Engineer's Estimate Approved by James M. Houlihan uty PWD/City Engineer Prospective bidders may obtain Bid Documents, Project Specifications and Plans via PlanetBids: http:/Iwww.planotbids.com/portal/portal-cfm?CompanylD=22078 Hard copy plans are available via Santa Ana Blue Print at (949)756-9001 Located at 2372 Morse Avenue, Irvine, CA 92614 Contractor License Classification(s) required for this project: "A" or "B" For further information, call Tom Sandefur, Project Manager at (949) 644-3321 BID INFORMATION IS AVAILABLE ON THE CITY WEBSITE: htt ://new ortbeachca. ovl overnmenVo en -trans arent/online-services/bids-rF s - vendor -registration City of Newport Beach BALBOA PIER AND CHANNEL PLACE PARK RESTROOM REHABILITATION PROJECT NO. 21 F02 CONTRACT NO. C-8700-1 TABLE OF CONTENTS NOTICE INVITING BIDS......................................................................................... Cover INSTRUCTIONS TO BIDDERS.......................................................................................3 BIDDER'S BOND.............................................................................................................6 DESIGNATION OF SUBCONTRACTOR(S)....................................................................9 TECHNICAL ABILITY AND EXPERIENCE REFERENCES............................................9 NON -COLLUSION AFFIDAVIT..................................................................... 13 DESIGNATION OF SURETIES...................................................................... 14 CONTRACTOR'S INDUSTRIAL SAFETY RECORD.....................................................15 ACKNOWLEDGEMENT OF ADDENDA........................................................................18 INFORMATION REQUIRED OF BIDDER.....................................................................19 NOTICE TO SUCCESSFUL BIDDER............................................................................21 CONTRACT...................................................................................................................22 LABOR AND MATERIALS PAYMENT BOND ............................................ Exhibit A FAITHFUL PERFORMANCE BOND........................................................... Exhibit B INSURANCE REQUIREMENTS................................................................. Exhibit C PROPOSAL............................................................................................................... PR-1 SPECIALPROVISIONS............................................................................................SP-1 0 City of Newport Beach BALBOA PIER AND CHANNEL PLACE PARK RESTROOM REHABILITATION PROJECT NO. 21 F02 CONTRACT NO. C-8700-1 INSTRUCTIONS TO BIDDERS 1. The following documents shall be completed, executed, uploaded and received by the City Clerk via PlanetBids in accordance with NOTICE INVITING BIDS: INSTRUCTIONS TO BIDDERS BIDDER'S BOND (Original copies must be submitted to the City Clerk's Office in Sealed Envelope) DESIGNATION OF SUBCONTRACTORS ACKNOWLEDGEMENT (Subcontractor information to be submitted via PlanetBids) CONTRACTOR'S INDUSTRIAL SAFETY RECORD INFORMATION REQUIRED OF BIDDER ALL ADDENDA TO PLANS AND SPECIFICATIONS AS ISSUED BY AGENCY PRIOR TO BID OPENING DATE (if any; Contractor shall confirm via PlanetBids) TECHNICAL ABILITY AND EXPERIENCE REFERENCES NON -COLLUSION AFFIDAVIT DESIGNATION OF SURETIES PROPOSAL ACKNOWLEDGEMENT (Line Items to be completed via PlanetBids) The City Clerk's Office will open and read the bid results from PlanetBids immediately following the Bid Opening Date (Bid Due Date.) The Bid Results are immediately available to the public via PlanetBids following the Bid Opening Date (Bid Due Date). Members of the public who would like to attend this reading may go to Bay E, 2nd Floor of the Civic Center (Located at 100 Civic Center Dr.) 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. Original copies must be submitted to the City Clerk's Office. 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. 3. 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. The successful bidder's security shall be held until the Contract is executed. Original, sealed copies must be submitted to the City Clerk's Office by the Bid Opening Date (Bid Due Date.) The title of the project, Contract Number and the words "Sealed Bid" shall be clearly marked on the outside of the envelope containing the documents. 4. The estimated quantities indicated in the PROPOSAL are approximate, and are given solely to allow the comparison of total bid prices. 3 5. 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. 5. 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. 7. 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 by calling the prevailing wage hotline number (415) 703-4774, and requesting one from the Department of Industrial Relations. All parties to the contract shall be governed by all provisions of the California Labor Code — including, but not limited to, the requirement to pay prevailing wage rates (Sections 1770-7981 inclusive). A copy of the prevailing wage rates shall be posted by the Contractor at the job site. 9. The Contractor shall be responsible for insuring compliance with provisions of Section 1777.5 of the Labor Code Apprenticeship requirements and Section 4100 of seq, of the Public Contracts Code, "Subletting and Subcontracting Fair Practices Act'. 10. No contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. 11. No contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. 12. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. 13. 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. 14, Pursuant to Public Contract Code section 9204, for any demand by contractor, whether on behalf of itself or a subcontractor that lacks privity of contract with the City but has requested that contractor proceed on its behalf, sent by registered mail or certified mail return receipt requested for a time extension, payment by the City for money or damages arising from work done by, or on behalf of, the contractor and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled, or for payment of an amount that is disputed by the City, the following is a summary of the claims resolution process to be applied; A. The City shall review the claim and, within 45 days, shall provide a written statement identifying the portions of the claim that are disputed and undisputed. This time period may 4 be extended by mutual agreement. The claimant shall furnish all reasonable documentation to support the claim. If the City needs approval from its City Council to provide the written statement and the City Council does not meet within the prescribed time period, the City shall have up to 3 days following the next regular meeting of the City Council to provide the written statement. Payment of the undisputed portion of the claim shall be made within 60 days after the City issues its written statement. B. If the claimant disputes the City's written statement or if the City does not issue a written statement in the prescribed time period, the claimant may demand in writing an informal meet and confer conference, which shall be scheduled within 30 days of receipt of claimant's demand. C. Within 10 business days of the meet and confer conference, if a dispute remains, the City shall provide a written statement identifying the portion of the claim that remains in dispute and the undisputed portion. The City shall pay any remaining amount of the undisputed portion within 60 days. Any disputed portion of the claim shall be submitted to nonbinding mediation or similar nonbinding process, with the City and claimant sharing the costs equally and agreeing to a mediator within 10 business days. If the parties cannot timely agree on a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate the remaining disputed portion. If mediation is unsuccessful, any remaining disputed portion shall be addressed using procedures outside of Public Contract Code section 9204. D. Failure by the City to meet the time requirements herein shall result in the claim being rejected in its entirety and shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. The signature below represents that the above has been reviewed. B 1033862 -V_ C' i2�fj_j- - Contractor's License No. & Classification Authorized Signature/Title ' 1000054442 6/30/2023 DIR Registration Number & Expiration Date ALLINONE CONSTRUCTION INC. Bidder 5 Date Bond No.: CMGB0001 1400 City of Newport Beach BALBOA PIER AND CHANNEL PLACE PARK RESTROOM REHABILITATION PROJECT NO. 21F02 CONTRACT NO. C-8700-1 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 Ten Percent of Their Greatest Amount Bid ----------------------------- Dollars ($10% of Their G.A.B.), to be paid and forfeited to the City of Newport Beach if the bid proposal of the undersigned Principal for the construction of Balboa Pier and Channel Place Park Restroom Rehabilitation, Contract No. 8700-1 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 execute the Contract Documents in the form(s) prescribed, including the required bonds, and original insurance certificates and endorsements for the construction of the project within thirty (30) calendar days after the date of the mailing of "Notification of Award", otherwise this obligation shall become null and void, If the undersigned Principal executing this Bond is executing 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. Witness our hands this 16th day of July 2021. ALLI NONE CONSTRUCTION INC. Name of Contractor (Principal) Argonaut Insurance Company Name of Surety c/o CMGIA, 20335 Ventura Blvd., Ste 426 Woodland Hills CA 91364 Address of Surety (866)363-2642 Telephone Authorized Sign�/Title �&1111-4t-12-lzlve�--- — — - �)Autho� d n ignature i Stacey Garcia, Attorney -In -Fact _ Print Name and Title (Notary acknowledgment of Principal & Surety must be attached) w ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California Count of ()(`/IAQ e } ss. .� t f.r On s 20 2l before me, �lr4�;,'A446 'Tulo]6 l(,i�fKQ�aIIJC, Notary Pub c, personally appeared , J who proved to me on the basis of satisfactory evide ce to be the p rson(6 whose name( Is W6 subscribed to the within instrument and acknowledged to me that;S%/they executed the same i hi r/th4lir authorized capacity(, and that by / er/t� signatureso on the instrument the person, or the entity upon behalf of which the person(4acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal.*my DAVIDMANATULOTOMAUMALANGA Notary Public - California Orange County Commission p 2362548 Comm. Expires Jun 25, 2025 Signature (seal) OPTIONAL INFORMATION Date of Document Type or Title of Document Number of Pages in Document Document in a Foreign Language Type of Satisfactory Evidence: Personally Known with Paper Identification Paper Identification Credible Witness(es) Capacity(ies) claimed by Signer(s): Trustee Power of Attorney CEO/CFO/COO President / Vice -President / Secretary / Treasurer Other: Other Information: 7 Thumbprint of Signer ■❑ Check here if no thumbprint or fingerprint is available. Bond No.: CMGBOOOI1400 Argonaut Insurance Company Deliveries Only: 225 W. Washington, 24th Floor Chicago, IL 60606 United States Postal Service: P.U. Box 469011, San Antonio, TX 78246 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the Argonaut Insurance Company, a Corporation duly organized and existing under the laws of the State of Illinois and having its principal office in the County of Cook, Illinois does hereby nominate, constitute and appoint: Their true and lawful agent(s) and attomey(s)-in-fact, each in their separate capacity ifmore than one is named above, to make, execute, seal and deliver for and on its behaIfas surety, and as its act and deed any and all bonds, contracts, agreements c.rtndemnity and other undertakings in suretyship provided, however, that the pe not sum of any one such instrument executed hereunder shall not exceed the sum of: S15 -0,00,0Q0,00 This Power of Attorney is granted and is signed and sealed under and by the authority of the foIlow ingResoIution adopted by the Board of Directors of Argonaut Insurance Company: "RESOLVED, That the President, Senior Vice President, Vice President, Assistant Vice President, Secretary, Treasurer and each of them hereby is authorized to execute powers of attorney, and such authority can be executed by use of Facsimile signature, which may be attested or acknowledged by any officer or attorney, of the Company, qualifying the altomey or attorneys named in.(he given power of attorney, to execute in behalf or, and acknowledge as the act and deed of the Argonaut Insurance Company, all bond undertakings and contracts of s u retyshi p, and to affix the corporate seal thereto." IN WITNESS WHEREOF, Argonaut Insurance Company has caused its official seal to be hereunto affixed and these presents to be signed by its duly authorized officer on the 8th day of May, 2017. STATE OF TEXAS COUNTY OF HARRIS SS: �,�I Plllgp,i 01-y�SEAL:a ,y; 1948 a •rrhklqu,,,,l•``,'' Argonaut insurance Company Joshua C. Betz , Senior Vice President On this 8tb day of May, 2017 A.D., before me, a Notary Public of the State of Texas, in and for the County of Harris, duly commissioned and qualified, came THE A13OVE OFFICER OF T14E COMPANY, to me personally known to be the individual and officer described in, and who executed the preceding instrument, and he acknowledged the execution of samc, and being by me duly sworn, deposed and said that he is the officer of the said Company aforesaid, and that the sea affixed to the preceding instrument is the Corporate Seal of said Company, and the said Corporate Seal and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said corporation, and that Resolution adopted by the Board of Di rectors of said Company, referred to in the preceding instrument is now in Force. IN TESTIMONY WHEREOF, I have hereunto set my hand, and affixed my Official Seal at the County of Harris, the day and year first above written. rKAT s' =s N.. ;%, F -,b arcFtT tiio�e ,i in, i 14Llwn 4-Y). [Notary Public] 1, the undersigned Officer of the Argonaut Insurance Company, Illinois Corporation, do hereby certify that the original POWER OF ATTORNEY of which [lie foregoing is a full, true and correct copy is still in full force and effect and has not been revoked. 1N WITNESS WHEREOF, I have hereunto set my hand, and affixed the Seal of said Compam , on the 16t!h day of Juty 12021 °� 51JAL d��, 1948 '�"'4' • x James 8lurard Vice President -Surety IF YOU HAVE. QUESTIONS ON AUTHENTICITY OF THIS DOCUMENT CALL (933) = - 9137. CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California ) County of Los Angeles On JUL16 2021 before me, Lucas Patterson, Notary Public Date Here Insert Name and Title of the Officer personally appeared Stacey Garcia Name{s} of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official sea _ Signature Signature of Notary Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Number of Pages: Signer(s) Other Than Named Capacity(les) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ Genera ❑ Individual ❑ Attorne act ❑ Trustee ❑ G ian or Conservator El Other: Signer Is esenting: Document-ffate: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — E� Limited ID General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: 02014 National Notary Association • www.NationalNotary.org • 1 -800 -US NOTARY (1-800-876-6827) Item #5907 City of Newport Beach BALBOA PIER AND CHANNEL PLACE PARK RESTROOM REHABILITATION PROJECT NO. 21F02 CONTRACT NO. C-8700-1 DESIGNATION OF SUBCONTRACTOR(S) - AFFADAVIT 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 subcontractors as listed in the Bidder's electronic bid 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. Bidders must also include DIR registration numbers for each subcontractor. ALLINONE CONSTRUCTION INC. Bidder 9 Authorized Signature/Title City of Newport Beach BALBOA PIER AND CHANNEL PLACE PARK RESTROOM REHABILITATION PROJECT NO. 21F02 CONTRACT NO. C-8700-1 TECHNICAL ABILITY AND EXPERIENCE REFERENCES Contractor must use this form?!! Please print or type. Bidder's Name ALLINONE CONSTRUCTION INC. FAILURE OF THE BIDDER TO PROVIDE ALL REQUIRED INFORMATION IN A COMPLETE AND ACCURATE MANNER MAY BE CONSIDERED NON-RESPONSIVE. For all public agency projects you have worked on (or are currently working on) in the past 2 years in excess of $100,000, provide the following information: No. 1 UCLA MP300 1st Floor Improvements JOCM-15OH005-A Project Name/Number Project Description Renovation of 4 Restrooms , Lobby, and Hallway Approximate Construction Dates: From 2/13/2019 To: 5/1212929 Agency Name Harry H Joh Construction Contact Person Jake Morales Telephone ( ) 562-879-3079 Original Contract Amount $ 280'000.00 Final Contract Amount $ TB❑ If final amount is different from original, please explain (change orders, extra work, etc.) Additional Change orders added on from the Client. Did you file any claims against the Agency? Dld the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. No. 2 26585 AGCURA ROAD 2nd Floor Imaging Center 947796.01 Project Name/Number Project Description NEW INTERIOR BUILo F9R UCLA IMAGING CENTER IN CALABA$A$ . FRAMING. GRYWAL L, SUSPENDED CEILING. LEAD DRYWALL. PLUMBING Approximate Construction Dates: From 2111120 19 Agency Name Harry H. Joh Construction To: 12/20/2020 Contact Person Jake Morales Telephone ( ) 562-879"3079 Original Contract Amount $ 1, 065 , 933.00 Final Contract Amount $ 1,595,900.00 If final amount is different from original, please explain (change orders, extra work, etc.) Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. No. 3 Project Name/Number Project Description OCTA 0-2413 Metrolink Train Stalions Plaltdrm Detectable Tiles Replacement and Painted Guidelines Reslriping Project Approximate Construction Dates: From Agency Name OCTA 1/26/2021 To:611512021 Contact Person Elmo De Santos Telephone ( ) 323-855-2164 Original Contract Amount $355,000 Final Contract Amount $ 1462,000.00 If final amount is different from original, please explain (change orders, extra worst, etc.) Change order, Scope of work changed by client. Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. 11 No. 4 Project Name/Number Project Description Approximate Construction Dates: From To: Agency Name Contact Person Telephone ( ) Original Contract Amount $ Final Contract Amount $ If final amount is different from original, please explain (change orders, extra work, etc.) Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. No. 5 Project Name/Number Project Description Approximate Construction Dates: From To: Agency Name Contact Person Telephone ( ) Original Contract Amount $ Final Contract Amount $ If final amount is different from original, please explain (change orders, extra work, etc.) Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. 12 No. 6 Project Name/Number Project Description Approximate Construction Dates: From Agency Name Contact Person To: Telephone ( ) Original Contract Amount $ Final Contract Amount $ If final amount is different from original, please explain (change orders, extra work, etc.) Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. Attach additional sheets if necessary. Attach to this Bid the experience resume of the person who will be designated as General Construction Superintendent or on-site Construction Manager for the Contractor. Upon request, the Contractor shall attach a financial statement and other information sufficiently comprehensive to permit an appraisal of the Contractor's current financial conditions. Allinone Construction Inc. Bidder 13 Authorized Signature/Title�� City of Newport Beach BALBOA PIER AND CHANNEL PLACE PARK RESTROOM REHABILITATION PROJECT NO. 21 F02 CONTRACT NO. C-8700-1 NON -COLLUSION AFFIDAVIT State of California ) ) ss. County of O r~q ) Min Sung Kim being first duly sworn, deposes and says that he or she is President of ALLINONE CONSTRUCTION INC. , 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. ALLINONE CONSTRUCTION INC. RK' Bidder Authorized Signature/Title�� fi Subscribed and sworn to (or affirmed) before me on this Z ('day of J 2021 by tAIA .5'URQ, f\4, r . proved to me on the basis of satisfactory eviden0e to be the persont-A who appeared before me. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. [SEAL] W ANATULOTO MAUMALANGA ry Public • California Orange County omission k 2362548 n, Expires Jun 25, 2025 r 14 . , . Notary Public My Commission Expires: It A A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Oranqe Subscribed and sworn to (or affirmed) before me on this day of�2021,by ".a dun f{�j proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me. ie�-:` °`>yf DAVID MANATULOTO MAUMALANGA W Notary Public -California = u` _ z = Orange County � Commission 0 2362548 ` < <�• My Comm. Expires Jun 25, 2025 ( ea 'ic natu My commission expires: June 25, 2025 DAVID Not i' Cc "�• •"�� My Con City of Newport Beach BALBOA PIER AND CHANNEL PLACE PARK RESTROOM REHABILITATION PROJECT NO. 21 F02 CONTRACT NO. C-8700-1 DESIGNATION OF SURETIES Bidder's name ALLINONE CONSTRUCTION INC. Provide the names, addresses, and phone numbers for all brokers and sureties from whom Bidder intends to procure insurance and bonds (list by insurance/bond type): Argonaunt Insurance Company 866-363-2642 Culbertson Bonding : 714-553-6383 15 City of Newport Beach BALBOA PIER AND CHANNEL PLACE PARK RESTROOM REHABILITATION PROJECT NO. 21 F02 CONTRACT NO. C-8700-1 CONTRACTOR'S INDUSTRIAL SAFETY RECORD TO ACCOMPANY PROPOSAL Bidder's Name ALLINONE CONSTRUCTION INC. Record Last Five (5) Full Years Current Year of Record The information required for these items is the same as required for columns 3 to 6, Code 10, Occupational Injuries, Summary --Occupational Injuries and Illnesses, OSHA No. 102. Current Record Record Record Record Record Year of for for for for for Record 2020 2019 2018 2017 2016 Total 2021 No. of contracts t 3 -7 d Total dollar Amount of Contracts (in Lt 6,44, Thousands of $ No. of fatalities 0 0 0 0 0 N/A 0 No. of lost Workday Cases 0 0 0 0 0 N/A 0 No. of lost workday cases involving permanent transfer to another job or termination of employment The information required for these items is the same as required for columns 3 to 6, Code 10, Occupational Injuries, Summary --Occupational Injuries and Illnesses, OSHA No. 102. Legal Business Name of Bidder Business Address: Business Tel. No.: State Contractor's License No. and Classification: ALLINQNE CONSTRUCTION INC. 1070 S. CYPRESS ST #C LA HABRA CA 90631 714-889-9745 1633862 B Title President The above information was compiled from the records that are available to me at this time and i declare under penalty of perjury that the information is true and accurate within the limitations of those records. Signature of bidder Date Title Signature of bidder Date Title Signature of bidder Date Title Signature of bidder Date Title Signature Requirements: If bidder is an individual, name and signature of individual must be {provided, if doing business under a fictitious name, the fictitious name must be set fort along with the County. If bidder is a partnership or joint venture, legal name of partnership/joint venture must be provided, followed by signatures of all of the partners/joint ventures or if fewer than all of the partners/joint ventures submit with evidence of authority to act on behalf of the partnership/joint venture. If bidder is a corporation, legal name of corporation must be provided, followed by signatures of the corporation President or Vice President or President and Secretary or Assistant Secretary, and the corporate seal, or submit with evidence of authority to act on behalf of the corporation. Ali must be acknowledged before a Notary Public, who must certify that such individuals, partners/joint ventures, or officers were proven on the basis of satisfactory evidence to be the persons whose name are subscribed to and acknowledged that they executed the same in their authorized capacities. [NOTARY ACKNOWLEDGMENT and CORPORATE SEAL MUST BE ATTACHED] 17 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. STATE OF CALIFORNIA COUNTY OF Druce e ff i On J i c ?_0Z� before me �a �� til C�l�cl�u C��t-y (f �lCil 02114n Notary Publi personally 6ppeared —� who proved to me�bn the basis of satisfactory evidence to be the person( whose name i arl-subscribed to the within instrument and acknowled ed to me that&Oea r 'y executed the same inEDherftheir authorized capacity-), and that b hi r/t�& signature(p)lon the instrument the person(, or the entity upon behalf of which the person�kacted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official sear 90my DAVIDMANATULOTO MAUMALANCA Notary Public • Californiai Orange County f ZCommission k 2362548 Comm. Expires Jun 25, 2025 Affix Notary Seal Here ********************OPTIONAL******************** Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL ❑ CORPORATE OFFICER Title(s) ❑ Partner(s) ❑ Limited ❑ General ❑ Attorney -In -Fact ❑ Trustee(s) ❑ Guardian/Conservator ❑ Other: Signer is representing: Name of person(s) or entity(ies) DESCRIPTION OF ATTACHED DOCUMENT Title or type of document Number of Pages Date of Document Signer(s) other then named above City_ of Newport Beach BALBOA PIER AND CHANNEL PLACE PARK RESTROOM REHABILITATION PROJECT NO. 21 F02 CONTRACT NO. C-8700-1 ACKNOWLEDGEMENT OF ADDENDA Bidder's name ALLINONE CONSTRUCTION INC. The bidder shall signify receipt of all Addenda here, if any, and attach executed copy of addenda to bid documents: Addendum No. Date Received Signature tiM A.�- MQ City of Newport Beach BALBOA PIER AND CHANNEL PLACE PARK RESTROOM REHABILITATION PROJECT NO. 21 F02 CONTRACT NO. C-8700-1 INFORMATION REQUIRED OF BIDDER Bidder certifies under penalty of perjury under the laws of the State of California that the following information is true and correct: Name of individual Contractor, Company or Corporation: Allinone Construction Inc. Business Address: 1070 S. Cypress St. #C La Habra CA 90631 Telephone and Fax Number: 714-889-9745 714-213-8356 California State Contractor's License No. and Class: 1033862 B (REQUIRED AT TIME OF AWARD) Original Date Issued: 12/11/2017 Expiration Date: 12/31/2021 List the name and title/position of the person(s) who inspected for your firm the site of the work proposed in these contract documents: Min Kim, President The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint ventures, and company or corporate officers having a principal interest in this proposal: Name Title Address Telephone Min Kim President 1070 S. CYPRESS ST. # C LA HABRA CA 90631 714-889-9745 Chang Lee Secretary 1070 S. CYPRESS ST. # C LA HABRA CA 90631 714-956-3400 Corporation organized under the laws of the State of CALIFORNIA 19 The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal are as follows: All company, corporate, or fictitious business names used by any principal having interest in this proposal are as follows: For all arbitrations, lawsuits, settlements or the like (in or out of court) you have been involved in with public agencies in the past five years (Attach additional Sheets if necessary) provide: Provide the names, addresses and telephone numbers of the parties; Briefly summarize the parties' claims and defenses; Have you ever had a contract terminated by the owner/agency? If so, explain. Have you ever failed to complete a project? If so, explain. For any projects you have been involved with in the last 5 years, did you have any claims or actions by any outside agency or individual for labor compliance (i.e. failure to pay prevailing wage, falsifying certified payrolls, etc.)? Yes / No 20 Are any claims or actions unresolved or outstanding? Yes / No If yes to any of the above, explain. (Attach additional sheets, if necessary) Failure of the bidder to provide ALL requested information in a complete and accurate manner may be considered non-responsive. ALLINONE CONSTRUCTION INC Bidder (Print name of Owner or President of Corporation/Company) p Authorized Signature/Ti e PRESIDENT Title ZDateI�ZJ 2r -Z- Date On S r �%A before me, V&4� 4 Ib�C�ARTU[U'Iy lallotary Public, personally appeared who proved to me on the basis of satisfactory a Adence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. elo Oatlea L.gal, (SEAL) Notary Public in and for said St to My Commission Expires:% 2_0 +E`">y DAVID w Note Coi ,•a• My Com 21 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange On 'N 2 1 520 Z-� before me, David Manatuloto Maumalanga - Notary (insert name and title of the officer) personally appeared M I A 5 U atj, K � fA who proved to me on the basis of satisfa6tory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature �NATUL— OTO•- LANCA y Public . California Orange County mission a 2362548 i. Expires Jun 25, 2025 The UPS Store 5126 (Seal) "• DAVID "IIA" O MAUMALANGA d Notary Public . California z Orange Count Commission a 2361548 My Comm. Expires Jun 15, 1025 BALBOA PIER AND CHANNEL PLACE PARK RESTROOM REHABILITATION CONTRACT NO. 8700-1 THIS CONTRACT FOR PUBLIC WORKS ("Contract") is entered into this 14th day of September, 2021 ("Effective Date"), by and between the CITY OF NEWPORT BEACH, a California municipal corporation and charter city ("City"), and ALLINONE CONSTRUCTION, INC., a California corporation ("Contractor"), whose address is 1070 S. Cypress St., Ste C, La Habra, CA 90631, and 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 has advertised for bids for the following described public work: removing existing improvements and making specified improvements to the interior and exterior of the restroom buildings at the Balboa Pier and Channel Place Park (the "Project" or "Work"). C. Contractor has been determined by City to be the lowest responsible bidder and Contractor's bid, and the compensation set forth in this Contract, is based upon Contractor's careful examination of all Contract documents, plans and specifications. NOW, THEREFORE, it is mutually agreed by and between the undersigned parties as follows: 1. CONTRACT DOCUMENTS The complete Contract for the Project includes all of the following documents: Notice Inviting Bids, Instructions to Bidders, Proposal, Bidder's Bond, Non -Collusion Affidavit, Notice to Successful Bidder, Labor and Materials Payment Bond (Exhibit A), Faithful Performance Bond (Exhibit B), Permits, Standard Special Provisions and Standard Drawings, Plans and Special Provisions for Contract No. 8700-1, Standard Specifications for Public Works Construction (current adopted edition and all supplements), and this Contract, and all modifications and amendments thereto (collectively the "Contract Documents"), all of which are incorporated herein by reference. The Contract Documents comprise the sole agreement between the parties as to the subject matter therein. Any representations or agreements not specifically contained in the Contract Documents are null and void. Any amendments must be made in writing, and signed by both parties in the manner specified in the Contract Documents. 2. SCOPE OF WORK Contractor shall perform everything required to be performed, and shall provide and furnish all the labor, materials, necessary tools, expendable equipment and all utility and transportation services required for the Project. All of the Work to be performed and materials to be furnished shall be in strict accordance with the provisions of the Contract Documents. Contractor is required to perform all activities, at no extra cost to City, which are reasonably inferable from the Contract Documents as being necessary to produce the intended results. 3. COMPENSATION 3.1 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 Thirty Five Thousand Nine Hundred Ten Dollars ($135,910.00). 3.2 This compensation includes: 3.2.1 Any loss or damage arising from the nature of the Work; 3.2.2 Any loss or damage arising from any unforeseen difficulties or obstructions in the performance of the Work; and 3.2.3 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, including tsunamis, and which loss or expense occurs prior to acceptance of the Work by City. 4. PROJECT MANAGER Contractor shall designate a Project Manager, who shall coordinate all phases of the Project. This Project Manager shall be available to City at all reasonable times during the term of the Contract. Contractor has designated Min Kim to be its Project Manager. Contractor shall not remove or reassign the Project Manager without the prior written consent of City. City's approval shall not be unreasonably withheld. 5. ADMINISTRATION This Contract shall be administered by the Public Works Department. City's Public Works Director, or designee, shall be the Project Administrator and shall have the authority to act for City under this Contract. The Project Administrator or designee shall represent City in all matters pertaining to the Work to be rendered pursuant to this Contract. 6. NOTICE OF CLAIMS 6.1 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. The Contractor and City expressly agree that in addition to all claims filing Allinone Construction, Inc. Page 2 requirements set forth in the Contract and Contract Documents, Contractor shall be required to file any claim Contractor may have against City in strict conformance with the Government Claims Act (Government Code 900 et seq.). 6.2 To the extent that Contractor's claim is a "Claim" as defined in Public Contract Code section 9204 or any successor statute thereto, the Parties agree to follow the dispute resolution process set forth therein. Any part of such "Claim" remaining in dispute after completion of the dispute resolution process provided for in Public Contract Code section 9204 or any successor statute thereto shall be subject to the Government Claims Act requirements requiring Contractor to file a claim in strict conformance with the Government Claims Act. To the extent that Contractor's claim is not a "Claim" as defined in Public Contract Code section 9204 or any successor statute thereto, Contractor shall be required to file such claim with the City in strict conformance with the Government Claims Act (Government Code sections 900 et seq.). 7. WRITTEN NOTICE 7.1 All notices, demands, requests or approvals, including any change in mailing address, to be given under the terms of this Contract 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. 7.2 All notices, demands, requests or approvals from Contractor to City shall be addressed to City at: Attention: Public Works Director City of Newport Beach Public Works Department 100 Civic Center Drive P.O. Box 1768 Newport Beach, CA 92658 7.3 All notices, demands, requests or approvals from City to Contractor shall be addressed to Contractor at: Attention: Min Kim Allinone Construction, Inc. 1070 S. Cypress St., Ste C La Habra, CA 90631 8. INDEPENDENT CONTRACTOR City has retained Contractor as an independent contractor and neither Contractor nor its employees are to be considered employees of City. The manner and means of conducting the Work are under the control of Contractor, except to the extent they are limited by statute, rule or regulation and the express terms of this Contract. No civil Allinone Construction, Inc. Page 3 service status or other right of employment shall accrue to Contractor or its employees. Contractor shall have the responsibility for and control over the means of performing the Work, provided that Contractor is in compliance with the terms of this Contract. Anything in this Contract that may appear to give City the right to direct Contractor as to the details of the performance or to exercise a measure of control over Contractor shall mean only that Contractor shall follow the desires of City with respect to the results of the Work. 9. BONDING 9.1 Contractor shall obtain, provide and maintain at its own expense during the term of this Contract both of the following: (1) a Faithful Performance Bond in the amount of one hundred percent (100%) of the total amount to be paid Contractor as set forth in this Contract in the form attached as Exhibit B and incorporated herein by reference; and (2) a Labor and Materials Payment Bond in the amount of one hundred percent (100%) of the total amount to be paid Contractor as set forth in this Contract and in the form attached as Exhibit A and incorporated herein by reference. 9.2 The Faithful Performance Bond and Labor and Materials Payment 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, (2) listed as an acceptable surety in the latest revision of the Federal Register Circular 570, and (3) assigned a 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. 9.3 Contractor shall deliver, concurrently with execution of this Contract, the Faithful Performance Bond and Labor and Materials Payment Bond, and a certified copy of the "Certificate of Authority" of the Insurer or Surety issued by the Insurance Commissioner, which authorizes the Insurer or Surety to transact surety insurance in the State of California. 10. COOPERATION Contractor agrees to work closely and cooperate fully with City's designated Project Administrator and any other agencies that may have jurisdiction or interest in the Work to be performed. City agrees to cooperate with the Contractor on the Project. 11. PROGRESS Contractor is responsible for keeping the Project Administrator informed on a regular basis regarding the status and progress of the Project, activities performed and planned, and any meetings that have been scheduled or are desired. 12. INSURANCE Without limiting Contractor's indemnification of City, and prior to commencement of Work, Contractor shall obtain, provide and maintain at its own expense during the term of this Contract or for other periods as specified in the Contract Documents, policies of Allinone Construction, Inc. Page 4 insurance of the type, amounts, terms and conditions described in the Insurance Requirements attached hereto as Exhibit C, and incorporated herein by reference. 13. PROHIBITION AGAINST ASSIGNMENTS AND TRANSFERS Except as specifically authorized under this Contract, the services to be provided under this Contract shall not be assigned, transferred contracted or subcontracted out without the prior written approval of City. Any of the following shall be construed as an assignment: The sale, assignment, transfer or other disposition of any of the issued and outstanding capital stock of Contractor, or of the interest of any general partner or joint venturer or syndicate member or cotenant if Contractor is a partnership or joint -venture or syndicate or co -tenancy, which shall result in changing the control of Contractor. 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 or joint -venture. 14. PREVAILING WAGES 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 by calling the prevailing wage hotline number (415) 703-4774, and requesting one from the Department of Industrial Relations. All parties to the contract shall be governed by all provisions of the California Labor Code — including, but not limited to, the requirement to pay prevailing wage rates (Sections 1770-7981 inclusive). A copy of the prevailing wage rates shall be posted by the Contractor at the job site. 15. SUBCONTRACTING The subcontractors authorized by City, if any, to perform the Work on this Project are identified in the Contractor's Proposal and are attached as part of the Contract Documents. Contractor shall be fully responsible to City for all acts and omissions of any subcontractors. Nothing in this Contract shall create any contractual relationship between City and subcontractor, nor shall it create any obligation on the part of City to pay or to see to the payment of any monies due to any such subcontractor other than as otherwise required by law. City is an intended beneficiary of any Work performed by the subcontractor for purposes of establishing a duty of care between the subcontractor and City. Except as specifically authorized herein, the Work to be performed under this Contract shall not be otherwise assigned, transferred, contracted or subcontracted out without the prior written approval of City. 16. RESPONSIBILITY FOR DAMAGES OR INJURY 16.1 City and its elected or appointed officers, agents, officials, employees and volunteers shall not be responsible in any manner for any loss or damage to any of the materials or other things used or employed in performing the Project or for injury to or death of any person as a result of Contractor's performance of the Work required hereunder, or for damage to property from any cause arising from the performance of the Allinone Construction, Inc. Page 5 Project by Contractor, or its subcontractors, or its workers, or anyone employed by either of them. 16.2 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 Contractor. 16.3 To the fullest extent permitted by law, Contractor shall indemnify, defend and hold harmless City, its elected or appointed officers, agents, officials, employees and volunteers (collectively, the "Indemnified Parties") from and against any and all claims (including, without limitation, claims for bodily injury, death or damage to property), demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including, without limitation, attorneys' fees, disbursements and court costs) of every kind and nature whatsoever (individually, a Claim; collectively, "Claims"), which may arise from or in any manner relate (directly or indirectly) to any breach of the terms and conditions of this Contract, any Work performed or Services provided under this Contract including, without limitation, defects in workmanship or materials or Contractor's presence or activities conducted on the Project (including the negligent, reckless, and/or willful acts, errors and/or omissions of Contractor, its principals, officers, agents, employees, vendors, suppliers, subconsultants, subcontractors, anyone employed directly or indirectly by any of them or for whose acts they may be liable for any or all of them). 16.4 Notwithstanding the foregoing, nothing herein shall be construed to require Contractor to indemnify the Indemnified Parties from any Claim arising from the sole negligence or willful misconduct of the Indemnified Parties. 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 Contract. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by Contractor. 16.5 Contractor shall perform all Work in a manner to minimize public inconvenience and possible hazard, to restore other work areas to their original condition and former usefulness as soon as possible, and to protect public and private property. Contractor shall be liable for any private or public property damaged during the performance of the Project Work. 16.6 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. 16.7 Nothing in this Section or 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 above. Allinone Construction, Inc. Page 6 16.8 The rights and obligations set forth in this Section shall survive the termination of this Contract. 17. CHANGE ORDERS 17.1 This Contract may be amended or modified only by mutual written agreement of the parties. 17.2 The Contractor shall only commence work covered by a change order after the change order is executed and notification to proceed has been provided by the City. 17.3 There shall be no change in the Contractor's members of the project team, as listed in the approved proposal, which is a part of this contract without prior written approval by the City. 18. CONFLICTS OF INTEREST 18.1 Contractor or its employees may be subject to the provisions of the California Political Reform Act of 1974 (the "Act") and/or Government Code §§ 1090 et sea., which (1) require such persons to disclose any financial interest that may foreseeably be materially affected by the Work performed under this Contract, and (2) prohibit such persons from making, or participating in making, decisions that will foreseeably financially affect such interest. 18.2 If subject to the Act and/or Government Code §§ 1090 et seq., Contractor shall conform to all requirements therein. Failure to do so constitutes a material breach and is grounds for immediate termination of this Contract by City. Contractor shall indemnify and hold harmless City for any and all claims for damages resulting from Contractor's violation of this Section. 19. TERMINATION 19.1 In the event that either party fails or refuses to perform any of the provisions of this Contract at the time and in the manner required, that party shall be deemed in default in the performance of this Contract. If such default is not cured within a period of two (2) calendar days, or if more than two (2) calendar days are reasonably required to cure the default and the defaulting party fails to give adequate assurance of due performance within two (2) calendar days after receipt of written notice of default, specifying the nature of such default and the steps necessary to cure such default, the non -defaulting party may terminate the Contract forthwith by giving to the defaulting party written notice thereof. 19.2 Notwithstanding the above provisions, City shall have the right, at its sole discretion and without cause, of terminating this Contract at any time by giving seven (7) calendar days' prior written notice to Contractor. In the event of termination under this Section, City shall pay Contractor for Services satisfactorily performed and costs incurred up to the effective date of termination for which Contractor has not been previously paid. Allinone Construction, Inc. Page 7 On the effective date of termination, Contractor shall deliver to City all materials purchased in performance of this Contract. 20. STANDARD PROVISIONS 20.1 Recitals. City and Contractor acknowledge that the above Recitals are true and correct and are hereby incorporated by reference into this Contract. 20.2 Compliance with all Laws. Contractor shall at its own cost and expense comply with all statutes, ordinances, regulations and requirements of all governmental entities, including federal, state, county or municipal, whether now in force or hereinafter enacted. In addition, all Work prepared by Contractor shall conform to applicable City, county, state and federal laws, rules, regulations and permit requirements and be subject to approval of the Project Administrator. 20.3 Integrated Contract. This Contract 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 herein. 20.4 Conflicts or Inconsistencies. inconsistencies between this Contract and terms of this Contract shall govern. In the event there are any conflicts or any other attachments attached hereto, the 20.5 Interpretation. The terms of this Contract shall be construed in accordance with the meaning of the language used and shall not be construed for or against either party by reason of the authorship of the Contract or any other rule of construction which might otherwise apply. 20.6 Amendments. This Contract may be modified or amended only by a written document executed by both Contractor and City and approved as to form by the City Attorney. 20.7 Severability. If any term or portion of this Contract is held to be invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions of this Contract shall continue in full force and effect. 20.8 Controlling Law and Venue. The laws of the State of California shall govern this Contract and all matters relating to it and any action brought relating to this Contract shall be adjudicated in a court of competent jurisdiction in the County of Orange, State of California. 20.9 Equal Opportunity Employment. Contractor represents that it is an equal opportunity employer and it shall not discriminate against any subcontractor, employee or applicant for employment because of race, religious creed, color, national origin, ancestry, physical handicap, medical condition, marital status, sex, sexual orientation, age or any other impermissible basis under law. Allinone Construction, Inc. Page 8 20.10 No Attorney's Fees. In the event of any dispute or legal action arising under this contract, the prevailing party shall not be entitled to attorneys' fees. 20.11 Counterparts. This Contract may be executed in two (2) or more counterparts, each of which shall be deemed an original and all of which together shall constitute one (1) and the same instrument. 21. 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. 22. 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. 23. RECITALS City and Contractor acknowledge that the above Recitals are true and correct and are hereby incorporated by reference into this Contract. [SIGNATURES ON NEXT PAGE] Allinone Construction, Inc. Page 9 IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed on the day and year first written above. APPROVED AS TO FORM: CITY ATTOR EY5S OFFICE Date: By: A rp 1 ity Attorne ATTEST: Date: 1� a. -I l By: Leilani I, Brown City Clerk CITY OF NEWPORT BEACH, a California municipal corporation Date: CONTRACTOR: ALLINONE CONSTRUCTION, INC., a California corporation Date: By: Signed in Counterpart Min Sung Kim Chief Executive Officer Date: c Signed in Counterpart Changhwan Lee Secretary [END OF SIGNATURES] Attachments: Exhibit A --- Labor and Materials Payment Bond Exhibit B -- Faithful Performance Bond Exhibit C — Insurance Requirements Allinone Construction, Inc. Page 10 IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed on the day and year first written above. APPROVED AS TO FORM: CITY ATTO EY'S OFFICE Date: q �,• aI B' A n C. ar City Attorney am� ATTEST: Date: By: Leilani I. Brown City Cleric CITY OF NEWPORT BEACH, a California municipal corporation Date: By: Brad Avery Mayor CONTRACTOR: ALLINONE CONSTRUCTION, INC., a California corporation Date: I Z-21 8y: in Sung Kim Chief Executive Officer Date: ° -�- ) By: Changhw e Secretary (END OF SIGNATURES] Attachments- Exhibit A -- Labor and Materials Payment Bond Exhibit B Faithful Performance Bond Exhibit C - Insurance Requirements Allinone Construction Inc. �� Page 10 CALIFORNIA ALL- PURPOSE CERTIFICATE OF ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of CALIFORNIA County of ORANGE On u before me, CINDY E HOISINGTON,NOTARY PUBLIC , ere insert name and lisle of the offGerj personally appeared AIIN G_ 1%6&1% aw G vv A /,l �"t who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) 1 0 subscribed to the within instrument and acknowledged to me that he/she/ xecuted the same in his/her! Ie r authorized capacity(ies), and that by his/hers signature(s) on the instrumentthe persons), or the entity upon behalf of which Te person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Notary (Notary Public Seal) ADDITIONAL OPTIONAL INFORMATION DESCRIPTION OF THE ATTACHER DOCUMENT (Title or description of attached document} WitSCG P^ --k �r- 1--' T4," +— itle or description of attached document continued) Number of Pages Document Date I r a CAPACITY CLAIMED BY THE SIGNER Individual (s) f❑ Corporate Officer (Title) ❑ Partner(s) ❑ Attorney -in -Fact ❑ Trustee(s) ❑ Other CINI N E. Ht31SINGTON Nolary Public - Calilornia Los Angeles County b i Commission N 2226362 My Comm. Expires Nov 28.2021 w -K .. INSTRUCTIONS FOR COMPLETING THIS FORM T his farm comphes f rith current California stamles regarding nolwy rronfiing and. if needed, should be completed and altached to tire doclanent• ,4cknowledginenis from other states nra), be completed for documents being sent to that state so long as the wording does not require the California notary ro violale Cal+forma notaq law. • State and County information must be the State and County where the document signer(s) personally appeared before the notary public for acknowledgment. ■ Date of notarization must be the date that the signers) personally appeared which must also be the same date the acknowledgment is completed. * The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public). ■ Print the name(s) of document signer(s) who personally appear at the time of notarization. ■ Indicate the correct singular or plural forms by crossing off incorrect forms (i.e. he/she/they-- is /fire ) or circling the correct forms. Failure to correctly indicate this information may lead to rejection of document recording. • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lilies. If seal impression smudges, re -seal if a sufficient area permits, otherwise complete a different acknowledgment form. • Signature of the notary public must match the signature on file with the off cc of - the county clerk. 0 Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a different document. Indicate title or type of attached document. number of pages and date. Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer, indicate the title (i.e. CEO, CFO, Secretary). ■ Securely attach this document to the signed document with a staple. Bond No.: CMGP00004896 Premium Included In The Performance Bond EXHIBIT A CITY OF NEWPORT BEACH BOND NO. CMGP00004896 LABOR AND MATERIALS PAYMENT BOND WHEREAS, the City of Newport Beach, State of California, has awarded to Allinone Construction, Inc. hereinafter designated as the "Principal," a contract for: removing existing improvements and making specified improvements to the interior and exterior of the restroom buildings at the Balboa Pier and Channel Place Park, in the City of Newport Beach, in strict conformity with the Contract on file with the office of the City Clerk of the City of Newport Beach, which is incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute the Contract 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, Argonaut Insurance Company, c/o CMGIA, 20335 Ventura Blvd., Ste 426, Woodland Hills, CA 91364 duly authorized to transact business under the laws of the State of California, as Surety, (referred to herein as "Surety") are held and firmly bound unto the City of Newport Beach, in the sum of One Hundred Thirty Five Thousand Nine Hundred Ten Dollars ($135,910.00) 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, firmly 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 9554 of the Civil Code of the State of California. The Bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Section 9100 of the California Civil Code so as 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 9500 et seq. of the Civil Code of the State of California. Allinone Construction, Inc. Page A-1 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 shall in any wise affect its obligations on this Bond, and it does hereby waive notice of any such change, extension 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 28th day of Septemher , 20 21 . Allinone Construction, Ne. _ Name of Contractor (Principal) Argonaut Insurance Company Name of Surety c/o CMCIA, 20335 Ventura Blvd., Ste 426 Woodland Bills, CA 91364 Address of Surety (866)363-2642 Telephone APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: /10 21 ' By: �y on C. ity Attorne Gabriella Grady, Attorney -In -Fact Print Name and Title T NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BEA TTA CHED Allinone Construction, Inc. Page A-2 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of ss. On 20 before me, Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (seal) ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of )SS. On 20 before me, Notary Public, personally appeared proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (seal) Allinone Construction, Inc. Page A-3 Bond No.: CMGP00004896 Premium- $4,077.40 Argonaut Insurance Company Deliveries Only: 225 W. Washington, 24th Floor Chicago, IL 60606 United States Postal Service: P. 0. Box 46901.1, San Antonio, TX 78246 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS. That the Argonaut Insurance Company, a Corporation duly organized and existing under the laws orthe State of Illinois and having its principal office in the County of Cook, Illinois does hereby nominate, constitute and appoint: G rady, ShiIa Lee Losing, Shear. Elizabeth ant ionisio Their true and lawful agent(s) and attomey(s)-in-fact, each in their separate capacity if more than one is named above, to make, execute, seal and deliver for and on its behalf as surety, and as its act and deed any and all bonds, contracts, agreements of indemnity and other undertakings in suretyship provided, however, that the penal sum of any one such instrument executed hereunder shall not exceed the slim of: ij[5,00040.00 This Power of Attorney is granted and is signed and sealed under and by the authority of the Following Resolution adopted by the Board of Directors of Argonaut Insurance Company: "RESOLVED, That the President, Senior Vice President, Vice President, Assistant Vice President, Secretary, Treasurer and each of them hereby is authorized to execute powers of attorney, and such authority can be executed by use of Facsimile signature, which may be attested or acknowledged by any officer or attorney, of the Company, qualifying the attorney or attorneys named in the given'power of attorney, to execute in behalf of, and acknowledge as the act and deed of tate Argonaut Insurance Company, all bond undertakings and contracts of suretyship, and to affix the corporate seal thereto." IN WITNESS WHEREOF, Argonaut Insurance Company has caused its official seal to be hereunto affixed and these presents to be signed by its duly authorized officer on the ist day or June, 2021. Argonaut Insurance Common STATE OF TEXAS r-.'� SEAL? � = �v; Sl,• 1948 = 2: COUNTY OF HARRIS SS: ''�•n,�,n��•,• Joshua C. Betz . Senior Vice President On this 1st day of June, 2021 A.D., before me, allotary Public orthe State of Texas, in and For the County of Harris, duly commissioned and quali Fled, came THE ABOVE OFFICER OF THE COMPANY, to me personally known to be the individual and officer described in, and who executed the preceding instrument, and he acknowledged the execution of same, and being by me duly swam, deposed and said that he is the officer of the said Company aforesaid. and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and the said Corporate Seal and his signature as oMeer were duly affixed and subscribed to the said instrument by the authority and direction of the said corporation, and that Resolution adopted by the Board of Directors of said .Company, referred to in the preceding instrument is now in force. IN TESTIMONY WHEREOF, I have hereunto set my hand, and affixed my Official Seal at the County of Harris, the day and year first above written. K=TEXAS E►cS p'r lJ.�+4�� �I•-rgj-L+Lo IC SMY 15125NO2-6 (Notary Public) I, the undersigned Officer of the Argonaut Iusurance Company, Illinois Corporation, do hereby certify that the original POWER OF ATTORNEY or which the foregoing is a full, true and correct copy is still in filll farce and effect and has not been revoked. IN WITNESS WHEREOF, I have hereunto set my hand, and affixed the Seal ofsaid Company, on the 28th day of September 2021 , James Bluzard . Vice President -Surety IF YOU HAVE QUESTIONS ON AUTHENTICITY OF THIS DOCUMENT CALL (833) 820 - 4137. CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CML CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California } County of Los Angeles } On SEP 2 8 2021 Date before me, Lucas Patterson, Notary Public Here Insert Name and Title of the Officer personally appeared Gabriella Grad Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose names} is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in hislherltheir authorized capacity(ies), and that by his/her/their signatures) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seai. :v Signature "` 6' Signature of Notary Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the do fraudulent reattachment of this form to an unintended document. -I- Description of Attached Document Title or Type of Document: Number of Pages: Signer(s) Other Than Named Ab Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ Gener ❑ Individual ❑ Attorne • act El Trustee ❑ Tan or Conservator ❑ Other: Signer Is resenting: Docu m Signer's Name: G Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator C Other: Signer Is Representing: ©2014 National Notary Association • www.NationaiNotary.org • 1 -800 -US NOTARY (1-800-875-5827) Item 45907 CALIFORNIA ALL- PURPOSE CERTIFICATE OF ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of CALIFORNIA County of ORANGE On -Zct --Z-1 before me, CINDY E HOISINGTON, NOTARY PUBLIC—, (Here insert name and title of the officer) personally appeared , 0 SQN 6- K`1 tin who proved to me on the ba is of satisfactory evidence to be the person(s) whose name(sp/are subscribed to the within instrument and acknowledged to me that 4�%helthey executed the same in(MWher/their authorized capacity(ies), and that by /her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. CINDY E. H0151NGTflN `+ Notary Public - calilorrua 1 WITNESS my hand and official seal. r r .• las AngelesCwr;y r ' Commission 4 2220362 -- Co" n. Expres Nov 28, 2d2t N111 C Sig turf'. (Notary Public Seal) L INSTRUCTIONS FOR COMPLETING THIS FORM ADDITIONAL OPTIONAL INFORMATION Thisfortneompliestrith rurr•enrCalifornia statutes regarding not l,wor•diagand, (Title or description of attached document) (Title or description of attached document continued) of Pages Document Date CAPACITY CLAIMED BY THE SIGNER Individual (s) ❑ Corporate Officer (Title) ❑ Partner(s) ❑ Attorney -in -Fact ❑ Trustee(s) ❑ Other wvww NotaryClasses ,nni 800-673 586b if needed, should be comple red and atrached to the docianent. Acknou ledgmews from other stares may be Completed' documents heing sent to that state so long as the wording does not require rhe California notary to violate California notary laws e State and County information must he the State and County where the document signers) personally appeared before the notary public for acknowledgment. ■ Date of notarization must he the date that the signer(s) personally appeared which must also be the same date the acknowledgment is completed - o The notary public must print his or her name as it appears %within his or her commission followed by a colnlna and then your title (notary public). • Print the natne(s) of document signer(s) who personally appear at the time of notarization. ■ Indicate the correct singular or plural forms by crossing off incorrect forms (i-e- helsheltge�— is tare ) or circling the correct forms. Failure to correctly indicate this information may lead to rejection of document recording. o The notary seal impression must he clear and photographically reproducible - Impression must not cover text or lines. If seal impression smudges, re -seal if a sufficient area permits, otherwise complete a different acknowledgment Form. i Signature of'the notary public must match the signature on file with the office of the county clerk. Additional infonnation is not required but could help to ensure this acknowledgment is not misused or attached to a different doctnnent- Indicate title c type of attacIied document. number of pages and daft . Indicate the capacity claimed by the signer. if the claimed capacity is a corporate officer. indicate the title (i.e. CEO, CFO. Secretary) - Securely attach this document to the signed doculnent with a staple. Bond No.: CMGP00004896 Premium: $4,077.00 EXHIBIT B CITY OF NEWPORT BEACH BOND NO. CMGP00004896 FAITHFUL PERFORMANCE BOND The premium charges on this Bond is $ 4,077.00 , being at the rate of $ 3/2 Credit (3% First 200K) 2% After thousand of the Contract price. WHEREAS, the City of Newport Beach, State of California, has awarded to Allinone Construction, Inc. hereinafter designated as the "Principal," a contract for: removing existing improvements and making specified improvements to the interior and exterior of the restroom buildings at the Balboa Pier and Channel Place Park, in the City of Newport Beach, in strict conformity with the Contract on file with the office of the City Clerk of the City of Newport Beach, which is incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute the Contract and the terms thereof require the furnishing of a Bond for the faithful performance of the Contract. NOW, THEREFORE, we, the Principal, and Argonaut Insurance Company, c/o CMGIA, 20335 Ventura Blvd., Ste 426, Woodland Hills, CA 91364 , 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 Thirty Five Thousand Nine Hundred Ten Dollars ($135,910.00) 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 Work, 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. 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 and reasonable expenses and fees, including reasonable attorneys' fees, incurred by City, only in the event 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 Allinone Construction, Inc. Page B-1 thereunder 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 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 ul Ider this Bond. IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on the 281h day of _ september ,20 21 _. Allinone Construction, Inc. Name of Contractor (Principal) Aronaut Insuranee C:omnany Name of Surety do CMG IA, 20335 Ventura BI►•d., Ste 426 Woodiand Hills, CA 91364 Address of Surety (8661363-2642 Telephone APPROVED A5 TO FORM: CITY ATTORNEY'S OFFICE Date. W., Gabriella Grady, Attorney-In+zut_ Print Name and Title R �� NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED Allinone Construction, Inc. Page B-2 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of }ss. On 20 before me, , Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (seal) ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of I ss. On 20 before me, Notary Public, personally appeared , proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal, Signature (seal) Allinone Construction, Inc. Page B-3 COVID-19 PERFORMANCE BOND NOTICE RIDER This Rider is executed concurrently with and shall be attached to and form a part of Bond No.: CMGP00004896 WHEREAS, on or about the 14th , day of September 2021 , ALLINONE CONSTRUCTION, INC. (hereinafter called the "Principal"), entered into a written agreement with City of Newport Beach (hereinafter called the "Primary Obligee") for the construction of the Balboa Pier and Channel Place Park Restroom Rehabilitation, Contract No. 8700-1 (hereinafter called the "Contract"); and WHEREAS, Principal and Argonaut Insurance Company (hereinafter referred to as "Surety") have agreed to execute and deliver this Rider in conjunction Bond No.: CMGP00004896 WHEREAS, the BOND has been required and/or requested by the OBLIGEE during a national epidemic or pandemic. In response, the federal, state, and local governments have issued stay-at-home and/or emergency orders in order to protect public health. WHEREAS, this RIDER is created, effective, and issued contemporaneously with the term of the BOND, and the SURETY and PRINCIPAL rely upon the effectiveness of this RIDER and the incorporation of its interpretation of the terms and obligations of the BOND at the beginning of its term as an inducement to its agreement of the terms and obligations of the BOND. WHEREAS, quarantine procedures have been issued by the appropriate governmental authorities in the interest of public health to reduce or prevent the epidemic or pandemic. WHEREAS, as the orders and actions of the government are ever-changing, no party can adequately predict how the Bonded Project may be affected. Accordingly, any delays, costs increases, labor shortages, availability of materials, or any other event hindering the performance of any party's contractual duties caused by or related to the epidemic or pandemic are unforeseen at the time of formation of the contract. The SURETY's bonded obligations under the BOND are clarified by this RIDER, or to the extent necessary, modified as follows: In the event of any delays, cost increases, labor shortages, availability of materials, or any other event hindering the performance of any party's contractual duties caused by or related to any epidemic or pandemic, the SURETY agrees to cooperate with the PRINCIPAL and the OBLIGEE to assist with the completion of the contract COVID-19 PERFORMANCE BOND NOTICE RIDER and comply with any and all directives from federal, state, and local authorities to maintain to the public health. 2. The BOND has been issued during an epidemic or pandemic, but the specific impacts, delays, defaults, or damages relating to the pandemic on the performance of the contract are unknown to the SURETY, OBLIGEE, and PRINCIPAL and are unforeseen at the time of formation of the BOND. 3. The SURETY agrees to assist all parties to mitigate any potential damages on the Project. The parties' duty to mitigate has not been abridged. The SURETY will comply with all federal, state, or local governmental guidance regarding the performance of the contract and the protection of public health and that of their employees. 4. If performance of the OBLIGEE's and/or the PRINCIPAL's obligations under the contract becomes impracticable as caused by or related to the effects of any epidemic or pandemic and/or related governmental orders, the SURETY's obligations hereunder are likewise deemed impracticable. Impracticability is defined as the existence of a fact or circumstance which makes the performance of the duty to be unfeasibly difficult or expensive, The standard for unfeasibility is whether performance is commercially unreasonable. 5. If the contracts, agreements, or other documents require notice from the PRINCIPAL and/or the SURETY regarding epidemic or pandemic related impacts on the Bonded Project, the OBLIGEE is deemed to have sufficient notice upon receipt of this RIDER. Except as herein modified, the Bond shall be and remains in full force and effect. SIGNED AND DATED THIS 28th day of September , 2421 . Argonaut Jrlsurapce (Jomppy (SURETY) Title: COVID-19 PERFORMANCE BOND NOTICE RIDER Bond No.: CMGP00004896 Premium: $4,077,00 Argonaut Insurance Company Deliveries Only: 225 W. Washington, 24th Floor Chicago, IL 60606 United States Postal Service: P.O. Box 469011, San Antonio, TX 78246 POWER OF ATTORNEY KNOW ALL MEN 13Y THESE PRESENTS: That the Argonaut Insurance Company, a Corporation duly organized and existing under the laws of the State of Illinois and having its principal office in the County of Cook, Illinois does hereby nominate, constitute and appoint: Gabriella S ' o Lee Losino Stephanie Hogg Shear Elizabeth Santos, Stacey a i Qion'sio Their true and lawful agent(s) and attomey(s)-in-fact, each in their separate capacity if more than one is named above, to make, execute, seal and deliver for and on its behalf as surety, and as its act and deed any and all bonds, contracts, agreements of indemnity and other undertakings in suretyship provided, however, that the penal sum of any one such instrument executed hereunder shall not exceed the sum of: $15,000.000.g.0 This Power of Attorney is granted and is signed and sealed under and by the authority of the following Resolution adopted by the Board of Directors of Argonaut Insurance Company: "RESOLVED, That the President, Senior Vice President, Vice President, Assistant Vice President, Secretary, Treasurer and each of them hereby is authorized to execute powers of attorney, and such authority can be executed by use of facsimiIc signature, which may be attested or acknowledged by any officer or attomey, of the Company, qualifying the attomey or attorneys named in the given power arattorney, to execute in behalf of, and acknowledge as the act and deed of the Argonaut Insuranoe Company, all bond undertakings and contracts of suretyship, and to affix the corporate seal thereto." IN WITNESS WHEREOF, Argonaut Insurance Company has caused its official seal to be hereunto affixed and these presents to be signed by its duly authorized officer on the 1st day of June, 2021. 1%0Argonaut Insurance Com ,�,nn,a� g l�Y ,.�"� '.. .S e� e1ZW0k4;.-- cF�or °:SEAL=%= :.+fit 7, 1948 by: STATE OF TEXAS !"..° v` Joshua C. Betz Senior Vice President COUNTY OF HARRIS SS: On this 1st day of June, 2021 A. D., before me, a Notary Public of the State of Texas, in and for the County of Harris, duly commissioned and qualified, came THE ABOVE OFFICER OF THE COMPANY, to me personally known to be the individual and officer described m, and who executed the preceding instrument, and he acknowledged the exceution of same, and being by me duly swom, deposed and said that he is the officer of the said Company aforesaid, and that the seal affixed to the preceding instrument is the CoWate Seal of said Company, and the said Corporate Seal and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said corporation, and that Resolution adopted by the Board of Directors of said Company; referred to in the preceding instrument is now in force. IN TEST 0 - Y WHEREOF, i have hereunto set my hand, and affixed my Official Seal at the County of Harris, the day and year first above written. KATHLEEN M ME.E ICS ��--4-n. -fr�wAo NOTARY PUBLIC STATE OF TEXAS MY CJ OMM. E X R 41)7115125 NOTARY 10 557902.8 (Notary Public I I, the undersigned Officer of the Argonaut Insurance Company, I I Iinois Corporation, do hereby certify that the original POWER OF ATTORNEY of which the foregoing its a full, true and correct copy is still in hull force and effect and has not been revoked. IN WITNESS WHEREOF, 1 have hereunto set my hand, and affixed the Seal of said Company, on the 28tH day of September 2021 . James BIuzard Vice President -Surety IF YOU HAVE QUESTIONS ON AUTHENTICITY OF THIS DOCUMENT CALL (833) 820 - 9137. CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California } County of Los Angeles ) On SPP 2 8 2021 Date before me, Lucas Patterson, Notary Public Here Insert Name and Title of the Officer personally appeared Gabriella Grady Name{s} of Signer(s) who 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 hislherltheir authorized capacity(ies), and that by his/her/their signatures) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Place Notary Seal Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature Z22�e Signature of Notary Public OPTIONAL Though this section is optional, completing this information can deter alteration of the fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Number of Pages: Signers) Other Than Named Ab Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ElGener L1Individual ❑ Attorne ' act ElTrustee ❑ !an or Conservator 71Other: Signer Is resenting: ❑ocumeat-gate: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner -- ❑ Limited i -i General ❑ Individual ❑ Attorney in Fact ❑! Trustee ❑ Guardian or Conservator F_ Other: Signer Is Representing: +/ 'Y6'�'�' '�' 'b 'b '!J 'N '¢Y 'm� a� 'a/ 'y '!/ 'd' 'V '!/ 'A� 'd 'd 'd/ 'd 'el 'd !/ 'd' ' l4'< '!! 'J 'd' 'd' "!l 'N "@/ 'N' 'Y '�' 'W 'H '!i 'N 'w� '!l '• CALIFORNIA ALL- PURPOSE CERTIFICATE OF ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of CALIFORNIA County of ORANGE On C1 2c Zd before me, CINDY E HOISINGTON,NOTARY PUBLIC_, ere insart name and III le of the officer) personally appeared !�'.,,� G , who pr ed to me on the basis of satisfactory evidence to be the person(s) whose nameslare subscribed to the within instrument and acknowledged to me that "helthey executed the same in her/their authorized capacity(ies), and that by islherltheir signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. CIN10YE Flol$INCF❑N Nolasy Puefic - California z ' �'' �'� Los luf{tcles County � Cnm;nissun A 2220362 My C001111--xpifes Nnv 2fi 2021 to Public Si a (Notary Public Seal) ADDITIONAL OPTIONAL INFORMATION DESCRIPTION OF THE ATTACHED DOCUMENT (Title or description of attached document) (Title or description of attached document continued) Number of Pages Document Dat CAPACITY CLAIMED BY THE SIGNER 1;1�ndividual (S) ❑ Corporate Officer j ltle) ❑ Partner(s) ❑ Attorney -in -Fact ❑ Trustee(s) ❑ Other '^vr'dSSl'"� con-E16C u� �-9�Cz5 INSTRUCTIONS FOR COMPLETING THIS FORM This form complies with cterf ent Califo:nta statures regardi�rg notary wording atad. if needed, should be completed and attached to the document. Rckuors-ledgments from other stares mai, be completed for docurnents being sent to that srate so long as the wording does not require the Califw1nia notaq to violate Caldor-nia notao}' low. Is State and County information must be the Slate and County where the document signer(s) personally appeared before the notary public for acknowledgment. ■ Date of notarization must be the date that the signer(s) personally appeared -which must also be the same date the acknowledgment is completed. ■ The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public). • Print the name(s) of document signer(s) who personally appear at the time of notarization - Indicate the correct singular or plural forms by crossing off incorrect forms (i.e. ftelshcltfiey- is fare ) or circling the correct Forms. Failure to correctly indicate this information In ay lead to rejection of document recording. • The notary seal impression must be clear and photographically reproducible. Impression Inuit noc cover text or lines. If seal impression smudges, re -seal if a sufficient area permits. otherwise complete a different acknowledgment form. • Signature of the notary public must match the signature oft file Willi the office ol' the county clerk. Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a different document. Indicate title or type of attached document, number of pages and date- . indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer- indicate the title (i.c. CEO, CFO, Secretary)- • Securely attach this documeat to (lie signed document wvith a staple. ARGO SURETY RIDER To be attached to and part of Bond No.: CMGP00004896 Principal: ALLINONE CONSTRUCTION, INC. 1.070 S. Cypress St. #C La Habra, CA 90631 Contract/ Bond Amount: $135,910.00 ONE HUNDRED THIRTY FIVE THOUSAND NINE HUNDRED TEN AND OOAOO In Favor of: City of Newport Beach 100 Civic Center Drive Newport Beach, CA 92660 Project Name/ Description: Balboa Pier and Channel Place Park Restroom Rehabilitation, Contract No. 8700-1 Amendment: The COVID-19 Performance Bond Notice Rider signed September 28, 2021 is hereby removed and is no longer a part of the Performance & Payment Bonds issued for the above- mentioned project. All Terms and Conditions remain the same. Signed this 1311' day of October, 2021 By.4 ey Garcia, arney n -£act Mailing Address: Argonaut Insurance Company c/o CMG1A 20335 Ventura Blvd., Ste. 426 Woodland Hills, CA 91364 Phone: 866-363-2642 Bond No.: CMGP00004896 Argonaut Insurance Company Deliveries Only: 225 W. Washington, 24th Floor Chicago, IL 60606 United States Postal Service: P.O. Box 469011, San Antonio, TX 78246 POWER OF ATTORNEY KNOW ALL MET! BY THESE PRESENTS: That the Argonaut Insurance Company, a Corporation duly organized and existing under r laws of the State of Illinois and ]raving its principal office in the County of Cook, Illinois does hereby nominate, constitute and appoint: �, Their true and lawful agent(s) and attorney(s)- in -fact, each in their separate capacity ifmore than one is named above, to make, execute, seal and deliver for and on its behalf as surety, and as its act and deed any and all bonds, contracts, agreements of indemnity a>td,other undertakings in suretyship provided, however, that the penal sum of any one such instrument executed hereunder shall not exceed the sum of. $ 15.000.000.00 This Power of Attorney is granted and is signed and sealed under and by the authority of the following Resolution adopted by the Board of Directors of Argonaut Insurance Company: N "RESOLVED, That the President, Senior Vice Presidem, Vice President, Assistant Vice President, Secretary, Treasurer and each of them hereby is authorized to execute powers of attorney, and such authority can be executed by use of facsimile signature, which may be attested or acknowledged by any officer or attorney, of the Company, quaiiFying the attorney or attorneys named in the givon, power of attorney, to execute in behalf of, and acknowledge as the act and deed of the Argonaut Insurance Company, all bond undertakings and contracts of suretyship, and to affix the corporate seal thereto." IN WITNESS WHEREOF, Argonaut Insurance Company has caused its official seal to be hereunto affixed and these presents to be signed by its duly authorized officer on the ist day of June, 2021. Argonaut Insurance Comnanv STATE OF TEXAS SEAL; € by: Ga.,. 1449 ' Y: :'cLn�o+g COLITITY OF HARRIS SS: ••�''01j";;,,„'•••�••• On this 1st day of June, 2021 A. D,, befo'ez me, 4' otary Public of the State of Texas, in and for the County of Harris, duly commissioned and qualified, came THE ABOVE OFFICER OF TiiE COMPANY, to me personally known to be the individual and officer described in, and who executed the preceding instrument, and he acknowledged the execution of same, and being by me duly sworn, deposed and said that he is the officer of the said Company aforesaid, and that the seal affixed to the preceding instrument is She Corporate Seal of said Company, and the said Corporate Seal and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said corporation, and that Resolution adopted by the Board of Directors of said Company, referred to in the preceding instrument is now in force. Joshua C. Betz Senior Vice President IN TEST ONY WHEREOF, I have hereunto set my hand, and affixed my Official Seal at the County of Harris, the day and year first above written. K ATHL.E EIV=EF=K •- UJAI , NOTARY$TATE Ow ° MY COMM. FNOTARY 10 (Notary Public) I, the undersigned Officer of the Argonaut Insurance Company, Illinois Corporation, do hereby certify that the original POWER OF ATTORNEY of which the foregoing is a full, true and correct copy is still in full force and effect and has not been revoked. rN WITNESS WHEREOF, I have hereunto set my hand, and affixed the Seal of said Company, on the 13th day of _ October , 2021 , James BIucard Vice Pres i dent- S urety IF YOU HAVE QUESTIONS ON AUTHENTICITY OF” THIS DOCUMENT CALL (833) 820 - 9137 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL OD A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California } County of Los Angeles ) On O C 1 13 2021 before me, Lucas Patterson, Notary Public Date Here Insert Name and Title of the Officer personally appeared Stacey Garcia Name(s) of Signer(s) who 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(es), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Place Notary Seal Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature 7R Signature of Notary Public OPTIONAL Though this section is optional, completing this information can deter alteration of the do fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Number of Pages: Signer(s) Other Than Named Abo Capacity(les) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ LimitedElGenera ElIndividual ❑ Attorne act ❑ Trustee ❑ G tan ❑r Conservator ❑ Other: Signer Is esenting. Documeat- Sate: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual El Attorney in Fact C Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: 02014 National Notary Association • www.NationalNotary.org • 1-800-L1S NOTARY (1-800-876-6827) Item #5907 EXHIBIT C INSURANCE REQUIREMENTS — PUBLIC WORKS AND CONSTRUCTION 1. Provision of Insurance. Without limiting Contractor's indemnification of City, and prior to commencement of Work, Contractor shall obtain, provide and maintain at its own expense during the term of this Contract, policies of insurance of the type and amounts described below and in a form satisfactory to City. Contractor agrees to provide insurance in accordance with requirements set forth here. If Contractor uses existing coverage to comply and that coverage does not meet these requirements, Contractor agrees to amend, supplement or endorse the existing coverage. 2. Acce table Insurers. All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, with an assigned policyholders' Rating of A- (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best's Key Rating Guide, unless otherwise approved by the City's Risk Manager. 3. Coverage Requirements. A. Workers' Compensation Insurance. Contractor shall maintain Workers' Compensation Insurance providing statutory benefits and Employer's Liability Insurance with limits of at least one million dollars ($1,000,000) each employee for bodily injury by accident and each employee for bodily injury by disease in accordance with the laws of the State of California, Section 3700 of the Labor Code. In addition, Contractor shall require each subcontractor to similarly maintain Workers' Compensation Insurance and Employer's Liability Insurance in accordance with California law for all of the subcontractor's employees. The insurer issuing the Workers' Compensation insurance shall amend its policy by endorsement to waive all rights of subrogation against City, its elected or appointed officers, agents, officials, employees and volunteers.. Contractor shall submit to City, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of City, its elected or appointed officers, agents, officials, employees and volunteers. B. General Liability Insurance. Contractor shall maintain commercial general liability insurance, and if necessary umbrella liability insurance, with coverage at least as broad as provided by Insurance Services Office form CG 00 01, in an amount not less than one million dollars ($1,000,000) per occurrence, two million dollars ($2,000,000) general aggregate and two million dollars ($2,000,000) completed operations aggregate. The policy shall cover liability arising from premises, operations, products -completed operations, personal and advertising injury, and liability assumed under an Allinone Construction, Inc. Page C-1 insured contract (including the tort liability of another assumed in a business contract). C. Automobile Liability Insurance. Contractor shall maintain automobile insurance at least as broad as Insurance Services Office form CA 00 01 covering bodily injury and property damage for all activities of Contractor arising out of or in connection with Work to be performed under this Contract, including coverage for any owned, hired, non -owned or rented vehicles, in an amount not less than one million dollars ($1,000,000) combined single limit for each accident. 4. Other Insurance Requirements. The policies are to contain, or be endorsed to A. Waiver of Subrogation. All insurance coverage maintained or procured pursuant to this Contract shall be endorsed to waive subrogation against City, its elected or appointed officers, agents, officials, employees and volunteers or shall specifically allow Contractor or others providing insurance evidence in compliance with these requirements to waive their right of recovery prior to a loss. Contractor hereby waives its own right of recovery against City, and shall require similar written express waivers and insurance clauses from each of its subcontractors. B. Additional Insured Status. All liability policies including general liability, products and completed operations, excess liability, pollution liability, and automobile liability, if required, shall provide or be endorsed to provide that City, its elected or appointed officers, agents, officials, employees and volunteers shall be included as additional insureds under such policies. C. Primary and Non Contributory. Contractor's insurance coverage shall be primary insurance and/or the primary source of recovery with respect to City, its elected or appointed officers, agents, officials, employees and volunteers. Any insurance or self-insurance maintained by City shall be excess of Contractor's insurance and shall not contribute with it. D. Notice of Cancellation. All policies shall provide City with thirty (30) calendar days' notice of cancellation or nonrenewal of coverage (except for nonpayment for which ten (10) calendar days' notice is required) for each required coverage except Builders Risk Insurance, which shall contain an endorsement with said required notices. 5. Additional Agreements Between the Parties. The parties hereby agree to the following: A. Evidence of Insurance. Contractor shall provide certificates of insurance to City as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers' compensation and other endorsements as specified herein for each coverage. All of the executed documents referenced in this Contract must be returned to City within ten Allinone Construction, Inc. Page C-2 (10) regular City business days after the date on the "Notification of Award". Insurance certificates and endorsements must be approved by City's Risk Manager prior to commencement of performance. Current certification of insurance shall be kept on file with City at all times during the term of this Contract. The certificates and endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf. At least fifteen (15) days prior to the expiration of any such policy, evidence of insurance showing that such insurance coverage has been renewed or extended shall be filed with the City. If such coverage is cancelled or reduced, Contractor shall, within ten (10) days after receipt of written notice of such cancellation or reduction of coverage, file with the City evidence of insurance showing that the required insurance has been reinstated or has been provided through another insurance company or companies. City reserves the right to require complete, certified copies of all required insurance policies, at any time. B. City's Right to Revise Requirements. The City reserves the right at any time during the term of the Contract to change the amounts and types of insurance required by giving Contractor ninety (90) calendar days' advance written notice of such change. If such change results in substantial additional cost to Contractor, City and Contractor may renegotiate Contractor's compensation. C. Right to Review Subcontracts. Contractor agrees that upon request, all agreements with subcontractors or others with whom Contractor enters into contracts with on behalf of City will be submitted to City for review. Failure of City to request copies of such agreements will not impose any liability on City, or its employees. Contractor shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Contractor shall ensure that City is an additional insured on insurance required from subcontractors. For CGI_ coverage, subcontractors shall provide coverage with a format at least as broad as CG 20 38 04 13. D. Enforcement of Contract Provisions. Contractor acknowledges and agrees that any actual or alleged failure on the part of City to inform Contractor of noncompliance with any requirement imposes no additional obligations on City nor does it waive any rights hereunder. E. Requirements not Limiting. Requirements of specific coverage features or limits contained in this Exhibit A are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If the Contractor maintains higher limits than the minimums shown above, the City requires and shall be Allinone Construction, Inc. Page C-3 entitled to coverage for higher limits maintained by the Contractor. Any available proceeds in excess of specified minimum limits of insurance and coverage shall be available to the City. F. Self -Insured Retentions. Contractor agrees not to self -insure or to use any self-insured retentions on any portion of the insurance required herein and further agrees that it will not allow any indemnifying party to self -insure its obligations to City. if Contractor's existing coverage includes a self-insured retention, the self-insured retention must be declared to City. City may review options with Contractor, which may include reduction or elimination of the self-insured retention, substitution of other coverage, or other solutions. Contractor agrees to be responsible for payment of any deductibles on their policies. G. Cily Remedies for Non Compliance. if Contractor or any subcontractor fails to provide and maintain insurance as required herein, then City shall have the right but not the obligation, to purchase such insurance, to terminate this Contract, or to suspend Contractor's right to proceed until proper evidence of insurance is provided. Any amounts paid by City shall, at City's sole option, be deducted from amounts payable to Contractor or reimbursed by Contractor upon demand. H. Timely Notice of Claims. Contractor shall give City prompt and timely notice of claims made or suits instituted that arise out of or result from Contractor's performance under this Contract, and that involve or may involve coverage under any of the required liability policies. City assumes no obligation or liability by such notice, but has the right (but not the duty) to monitor the handling of any such claim or claims if they are likely to involve City, Coverage not Limited. All insurance coverage and limits provided by Contractor and available or applicable to this Contract are intended to apply to the full extent of the policies. Nothing contained in this Contract or any other agreement relating to City or its operations limits the application of such insurance coverage. J. Coverage Renewal. Contractor will renew the coverage required here annually as long as Contractor continues to provide any Work under this or any other Contract or agreement with City. Contractor shall provide proof that policies of insurance required herein expiring during the term of this Contract have been renewed or replaced with other policies providing at least the same coverage. Proof that such coverage has been ordered shall be submitted prior to expiration. A coverage binder or letter from Contractor's insurance agent to this effect is acceptable. A certificate of insurance and/or additional insured endorsement as required in these specifications applicable to the renewing or new coverage must be provider! to City with five (5) calendar days of the expiration of the coverages. Allinone Construction, Inc. Page C-4 K. Maintenance of General Liability Coverage. Contractor agrees to maintain commercial general liability coverage for a period of ten (10) years after completion of the Project or to obtain coverage for completed operations liability for an equivalent period. Allinone Construction, Inc. Page C-5 City of Newport Beach BALBOA PIER AND CHANNEL PLACE PARK RESTROOM REHABILITATION PROJECT NO. 21F02 CONTRACT NO. C-8700-1 PROPOSAL (Contractor shall submit proposals via the PROPOSAL (Bid Line Items) contained in PlanetBids. Contractor shall sign the below acknowledgement) To the Honorable City Council City of Newport Beach 100 Civic Center Drive Newport Beach, California 92660 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. 8700-1 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: 7o / 2D -2- Date —' 714-889-9745 714-213-8356 Bidder's Telephone and Fax Numbers 1033862 B Bidder's License No(s). and Classification (s) 1000054442 DIR Registration Number Bidder PRESIDENT Bidder's Authorized Signature and Title 1070 S. CYPRESS ST. # C LA HABRA CA 90631 Bidder's Address Bidder's email address: A10@AIOCONST.COM PR -1 Vendor Name Allinone Construction Inc. Address 1070 S. CYPRESS ST #C Delivery Method LA HABRA, California 90631 Bid Responsive United States Respondee Min Sung Kim Respondee Title President Phone 714-889-9745 Email Min@AioConst.com Vendor Type DGS, DVBE, MBE, CADIR License # 1033862 CADIR 1000054442 Bid Format Electronic Submitted 07/21/2021 6.06 PM (PDT) Delivery Method Bid Responsive Bid Status Submitted Confirmation # 261408 File Title File Name File Type BID SUBMITTAL C-8700-1 ALLINONE.odf BID SUBMITTAL C-8700-1 ALLINONE.pdf General Attachment Bic! Bond C-8700-1 ALLiNONE.pdf Bid Bond C-8700-1 ALLiNONE.pcif Bid Bond Showing 1 Subcontractor Name & Address Desc License Num CADIR Amount Type Action General Development Inc. Plumbing, General 1009271 1000032437 S52,500.00 1070 S. CYPRESS ST #B Repair La Habra, California 90631 Discount Terms No Discount Item 4 Item Code Type Item Description Section I Response Comment Section Title Seciicn 1 Grand Total Line Total 81;59' ).o9 8135,910.00 CITY OF NEWPORT BEACH C64465 PUBLIC WORKS DEPARTMENT i � INDEX 4 FOR CALIF0 SPECIAL PROVISIONS q; BALBOA PIER AND CHANNEL PLACE PARK RESTROOM REHABILITATION PROJECT NO. 21 FO2 CONTRACT NO. C-8700-1 PART 1 - GENERAL PROVISIONS I SECTION 1- TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS 1 1-2 TERMS AND DEFINITIONS 1 SECTION 2 - SCOPE AND CONTROL OF THE WORK 1 2-1 AWARD AND EXECUTION OF THE CONTRACT 1 2-5 PLANS AND SPECIFICATIONS 2 2-5.2 Precedence of Contract Documents 2 2-6 WORK TO BE DONE 2 SECTION 3 - CHANGES IN WORK 2 3-3 EXTRA WORK 2 3-3.2 Payment 2 3-3.2.2 Basis for Establishing Cost 2 3-3.2.3 Markup 2 SECTION 4 - CONTROL OF MATERIALS 3 4-1 MATERIALS AND WORKMANSHIP 3 4-1.3 Inspection Requirements 3 4-1.3.1 General 3 SECTION 5 - UTILITIES 3 5-1 LOCATION 3 5-1.1 General 3 5-2 PROTECTION 4 SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 4 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 4 6-1.1 Construction Schedule 4 6-7 TIME OF COMPLETION 4 6-7.1 General 4 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY 6 6-9 LIQUIDATED DAMAGES 6 SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 6 7-1 THE CONTRACTOR'S EQUIPMENT AND FACILIITIES 6 7-1.2 Temporary Utility Services 6 7-2 LABOR 7 7.2.2 Prevailing Wages 7 i a3r7t06 ION AND COLLATERAL WORK 7 7-8UR 94 MAINTENANCE 7 7-8.4 e of Equipment and Materials 7 Storage in Public Streets ":,7=$.5l ater Pollution Control 7 8 =`48.6.2 Best Management Practices (BMPs) 8 7-10 SAFETY 8 7-10.3 Haul Routes 8 7-10.4 Safety 8 7-10.4.1 Work Site Safety 8 7-15 TEMPORARY RESTROOM FACILITIES 9 7-15.1 Temporary Restrooms 9 SECTION 9 - MEASUREMENT AND PAYMENT 9 9-2 LUMP SUM WORK 9 9-3 PAYMENT 9 9-3.1 General 9 9-3.2 Partial and Final Payment. 10 PART 2 - CONSTRUCTION MATERIALS 10 PART 3 — CONSTRUCTION METHODS 10 SECTION 300 — EARTHWORK 10 300-1 CLEARING AND GRUBBING 10 300-1.3 Removal and Disposal of Materials 11 300-1.3.1 General 11 SECTION 601— WORK AREA TRAFFIC CONTROL 11 601-1 GENERAL 11 TECHNICAL SPECIFICATIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS GRANT HOWALD PARK RESTROOM REHABILITATION PROJECT NO. 21 F02 CONTRACT NO. C-8700-1 INTRODUCTION All work necessary for the completion of this contract shall be done in accordance with (1) these Special Provisions and Technical Specifications; (2) the City's Design Criteria, Standard Special Provisions and Standard Drawings for Public Works Construction, (2021 Edition), including Supplements; (3) Standard Specifications for Public Works Construction (2015 Edition) including supplements; (4) the referenced drawings. The City's Design Criteria, Standard Special Provisions and Standard Drawings for Public Works Construction are available at the following website: http://www. newportbeachca.gov/government/departments/public-works/resources Copies of the Standard Specifications for Public Works Construction may be purchased online at www.bnibooks.com/products/standard-specifications-public-works-construction or call 888-BNI BOOK (888-264-2665). The following Special Provisions supplement or modify the Standard' Specifications for Public Works Construction as referenced and stated hereinafter: PART 1 - GENERAL PROVISIONS _SECTION 1 — TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE AND SYMBOLS 1-2 TERMS AND DEFINITIONS Add the following definition: City — City of Newport Beach SECTION 2 - SCOPE AND CONTROL OF THE WORK 2-1 AWARD AND EXECUTION OF THE CONTRACT Page 1 of 11 At the time of the award and until completion of work, the Contractor shall possess an "A" or "B" license. At the start of work and until completion of work, the Contractor and all Subcontractors shall possess a valid Business License issued by the City. 2-5 PLANS AND SPECIFICATIONS 2-5.2 Precedence of Contract Documents If there is a conflict or discrepancy between different Contract Documents, the more stringent requirement as determined by the Engineer shall control. 2-6 WORK TO BE DONE The work necessary for the completion of this contract consists of removing existing improvements and making specified improvements to the interior and exterior of the restroom buildings at the Balboa Pier and Channel Place Park. SECTION 3 - CHANGES IN WORK 3-3 EXTRA WORK 3-3.2 Payment 3-3.2.2 Basis for Establishing Cost 3-3.2.2.3 Tool and Equipment Rental Tool and equipment rental rates shall be based on the current Caltrans rental rates. 3-3.2.3 Markup 3-3.2.3.1 Work by the Contractor Delete this section and replace with the following: The following percentages shall be added to the Contractor's costs (prior to any markups) and shall constitute the markup for all overhead and profit: 1) Labor ............................................ 15 2) Materials ....................................... 15 3) Equipment Rental ........................... 15 4) Other Items and Expenditures ........... 15 To the sum of the costs and markups provided in this subsection, one (1) percent may be added as compensation for bonding. 3-3.2.3.2 Work by a Subcontractor Page 2of11 Delete this section and replace with the following: When all or any part of the extra work is performed by a Subcontractor, the markup established in Section 3-3.2.3.1 shall be applied by the Subcontractor to the actual costs (prior to any markups) and shall constitute the markup for all overhead and profit. An additional markup of five (5) percent of the subcontracted actual cost (prior to any markups) may be added by the Contractor. To the sum of the costs and markups provided in this subsection, one (1) percent may be added as compensation for bonding. SECTION 4 - CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP 4-1.3 Inspection Requirements 4-1.3.1 General All material and articles furnished by the Contractor shall be subject to rigid inspection, and no material or article shall be used until it has been inspected and accepted by the Engineer. The Contractor shall furnish the Engineer with 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. Submittals are required for all construction material. 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 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 the work, such tests and inspections shall be paid for by the Contractor. SECTION 5 - UTILITIES 5-1 LOCATION 5-1.1 General The Contractor is responsible for, and shall at his or her expense, pothole all existing utilities which may be affected by the work to verify points of connection and potential conflicts. No segment of work shall begin until the contractor has potholed and verified points of connection and related connection material requirements, and coordinated the final/existing layout of the laterals/pipeline with the Engineer, including adjustments due to field conflicts with other utilities or structures above or below ground. Within seven (7) calendar days after completion of the work or phase of work, the Contractor shall remove all USA utility markings. Removal by sandblasting is not Page 3 of 11 allowed. Any surface damaged by the removal effort shall be repaired to its pre - construction condition or better at the contractor's expense. 5-2 PROTECTION In the event that an existing pull box, meter box or any other utility box is damaged by the Work and is not re -useable, the Contractor shall provide and install a new replacement pull box, meter box or any other utility box of identical type and size at no additional cost to the City. SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 6-1.1 Construction Schedule No work shall begin until a Notice to Proceed has been issued, a pre -construction meeting has been conducted, and a schedule of work has been approved by the Engineer. The Contractor shall submit a baseline schedule to the Engineer for approval a minimum of five working days prior to the pre -construction meeting. The Engineer will review the baseline schedule and may require the Contractor to modify the schedule to conform to the requirements of the Contract Documents. If work falls behind the approved baseline schedule, the Contractor shall be prohibited from starting additional work until Contractor has exerted extra effort to meet the baseline schedule and has demonstrated the ability to maintain the schedule in the future. Such stoppages of work shall in no way relieve the Contractor from the overall time of completion requirement, nor shall it be construed as the basis for payment of extra work because additional personnel and equipment were required on the job. Baseline schedule shall include material and equipment procurement times as supported by information provided by the individual equipment manufacturers or suppliers. Failure of a supplier to meet their proposed schedule may not necessarily result in an extension of the baseline schedule. It is the Contractor's responsibility to ensure the availability of materials for the project. Contractor shall update the schedule periodically or as directed by the Engineer to reflect any delay or extension of time. In addition, Contractor shall prepare 2 -week look -ahead schedules on a bi-weekly basis with detailed daily activities. 6-7 TIME OF COMPLETION 6-7.1 General The Contractor shall complete all work under the Contract within thirty (30) consecutive working days after the date on the Notice to Proceed. The Contractor shall ensure the Page 4 of 11 availability and delivery 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. No work may occur prior to September 13, 2021. Normal working hours are limited to 7:00 a.m. to 6:00 p.m., Monday through Friday. The Contractor, subcontractors, suppliers, etc., shall not generate any noise at the work site, storage sites, staging areas, etc., outside of the working hours. Should the Contractor elect to work outside normal working hours, Contractor must first obtain special permission from the Engineer. The request may be for 6:00 p.m. to 7:30 p.m. on weekdays or 8:00 a.m. to 6:00 p.m. on Saturdays only. A request for working outside the normal working 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 $146 per hour when such time periods are approved. For those locations where night work is allowed in order to minimize disruption to the community, the following requirements shall apply: A. Night work hours shall be considered to be from 7:00 p.m. to 7:00 a.m., Sunday night through Friday morning. No work is allowed Friday or Saturday nights. B. The Engineer must approve all requests for night work. C. The Contractor shall notify the Engineer two weeks prior to the start of any requested night work. The following days are designated City holidays and are non -working days: 1. January 1St (New Year's Day) 2. Third Monday in January (Martin Luther King Day) 3. Third Monday in February (President's Day) 4. Last Monday in May (Memorial Day) 5. July 4th (Independence Day) 6. First Monday in September (Labor Day) 7. November 11 th (Veterans Day) 8. Fourth Thursday and Friday in November (Thanksgiving and Friday after) 9. December 24th, (Christmas Eve) 10. December 25th (Christmas) 11. December 26th thru 30th (City Office Closure) 12. December 31 st (New Year's Eve) If the holiday falls on a Sunday, the following Monday will be considered the holiday. If the holiday falls on a Saturday, the Friday before will be considered the holiday. Page 5 of 11 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY Prior to acceptance of work, the Contractor shall submit a full size set of plans to the Engineer. Retention payment and bonds will not be released until the as -built plans are reviewed and approved by the Engineer. A set of approved plans and specifications shall be on the job site at all times. 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 reviewed by the Engineer at the time each progress payment is submitted. Any changes to the approved plans that have been made with approval from the Engineer shall be documented on the as -built plans. The Contractor shall maintain books, records, and documents in accord with generally accepted accounting principles and practices. These books, records, and documents shall be retained for at least three years after the date of completion of the project. During this time, the material shall be made available to the Engineer. Suitable facilities are to be provided for access, inspection, and copying of this material. 6-9 LIQUIDATED DAMAGES For each consecutive calendar day after the time specified in Section 6-7.1 for completion of the work after the issuance of the Notice to Proceed, the Contractor shall pay to the City or have withheld from moneys due it, the daily sum of $500. Execution of the Contract shall constitute agreement by the City and Contractor that the above liquidated damages per calendar day is the minimum value of the costs and actual damage caused by the failure of the Contractor to complete the Work within the allotted time. The intent of this section is to emphasize to the Contractor the importance of prosecuting the work in an orderly preplanned continuous sequence so as to minimize inconvenience to residences, businesses, vehicular and pedestrian traffic, and the public as a result of construction operations. SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 7-1 THE CONTRACTOR'S EQUIPMENT AND FACILIITIES 7-1.2 Temporary Utility Services If the Contractor elects to use City water, Contractor shall arrange for a meter and tender a $973.00 meter deposit with the City. Upon return of the meter to the City, the deposit will be returned to the Contractor, less a $90 monthly charge for meter use, a charge for water usage and any repair charges for damage to the meter. Water used during construction shall be paid for by the Contractor. This includes water for flushing and pressure testing water lines, compaction, dust control, irrigation during maintenance period for landscaping, etc. Page 6 of 11 City shall designate to the Contractor the location of the fire hydrant or other connection acceptable for drawing of construction and temporary water. City reserves the right to limit the location, times and rates of drawing such water. 7-2 LABOR 7-2.2 Prevailing Wages In accordance with California Labor Code Section 1720.9, hauling and delivery of ready - mixed concrete for public works contracts are subject to prevailing wages. 7-5 PERMITS The project is deemed `permit ready' by the City's Building Department (Permit #1814- 2020 and #1816-2020). The Contractor shall obtain building permits from the Building Department prior to starting work and submit any deferred submittals for review. City of Newport Beach Building Department permit and inspection fees shall be waived. 7-7 COOPERATION AND COLLATERAL WORK City forces will perform all shut downs of water, sewer and storm drain facilities as required. The Contractor shall provide the City advanced notice a minimum of seven calendar days prior to the time contractor desires the shutdown these City facilities. A four-hour shut down of water facilities during the daytime hours of 10:00 a.m. to 2:00 p.m. or a six -hour shut down between the nighttime hours of 11:00 p.m. to 5:00 a.m. will be allowed. The Contractor will be responsible for completing all water connections within the time period allowed. The times and dates of any utility to be shut down must be coordinated with the Engineer. It is the Contractor's responsibility to notify the affected businesses and residents of the upcoming water shutdown with a form provided by the Engineer at least 48 hours in advance of the water shut down. The public facilities associated with these restrooms are open to the public and Contractor shall take all due care in staging their construction to minimize the public inconvenience. Only one pair of restrooms may be closed at the Balboa Pier Restrooms to maintain public accommodation during construction. 7-8 WORK SITE MAINTENANCE 7-8.4 Storage of Equipment and Materials 7-8.4.2 Storage in Public Streets Page 7 of 11 Construction materials and equipment may only be stored in streets, roads, or sidewalk areas if approved by the Engineer in advance. It is the Contractor's responsibility to obtain an area for the storage of equipment and materials. The Contractor shall obtain the Engineer's approval of a site for storage of equipment and materials prior to arranging for or delivering equipment and materials to the site. Prior to move -in, the Contractor shall take photos of the laydown area. The Contractor shall restore the laydown area to its pre -construction condition. The Engineer may require new base and pavement if the pavement condition has been compromised during construction. 7-8.6 Water Pollution Control 7-8.6.2 Best Management Practices (BMPs) The Contractor shall submit a Best Management Practice (BMP) plan for containing any wastewater or storm water runoff from the project site including, but not limited to the following: a. No placement of construction materials where they could enter storm drain system, which includes gutters that lead to catch basins. b. Checking construction vehicles for leaking fluids. c. Providing a controlled area for cleaning or rinse -down activities. d. Monitoring construction activities. e. Minimizing usage of water when saw -cutting and vacuum the residue. f. Providing measures to capture or vacuum -up water contaminated with construction debris. g. Removing any construction related debris on a daily basis. h. Protecting work areas from erosion. The BMP will be approved by the Engineer prior to any work. The City will monitor the adjacent storm drains and streets for compliance. Failure of the Contractor to follow BMP will result in immediate cleanup by City and back -charging the Contractor for all costs plus 15 percent. The Contractor may also receive a separate administrative citation per Section 14.36.030 of the City's Municipal Code. 7-10 SAFETY 7-10.3 Haul Routes Haul routes shall be submitted to the Engineer for review and approval. 7-10.4 Safety 7-10.4.1 Work Site Safety 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. Page 8 of 11 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. 7-15 TEMPORARY RESTROOM FACILITIES 7-15.1 Temporary Restrooms The Contractor shall provide temporary facilities for the public to use at Channel Place Park for the duration that the public will not be allowed in the restroom facility. The Contractor shall provide one regular portable facility and one ADA accessible facility in the Park. The provided facilities will be cleaned and serviced a minimum of once a week. Should the condition of the facilities require it, the Engineer may require additional servicing of the facility at the Contractor's expense. SECTION 9 - MEASUREMENT AND PAYMENT 9-2 LUMP SUM WORK Contractor shall submit a detailed schedule of value for all lump sum bid items to the Engineer within 15 days after award of contract. 9-3 PAYMENT 9-3.1 General Revise paragraph two to read: The unit and lump sum bid prices for each item of work shown on the proposal shall include full compensation for furnishing the labor, materials, tools, and equipment and doing all the work, including restoring all existing improvements, to complete the item of 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. Payment for the preparation of Building Department submittal drawings for the acquisition of a building permit shall be considered part of the individual items of work and no additional compensations allowed. The following items of work pertain to the bid items included within the Proposal: Item No. 1 Mobilization: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for providing bonds, insurance and financing, preparing and implementing the BMP Plan, preparing and updating construction schedules as requested by the Engineer, attending construction progress meetings as needed, and all other related work as required by the Contract Documents. This bid item shall also include work to demobilize from the project site including but not limited Page 9 of 11 to site cleanup, removal of USA markings and providing any required documentation as noted in these Special Provisions. Item No. 2 Temporary Restroom Facilities: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for providing and servicing the temporary public facilities required during the restroom rehabilitation at Channel Place Park. Item No. 3 Balboa Pier Restroom Rehabilitation: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for performing the restroom rehabilitation. Item No. 4 Channel Place Park Restroom Rehabilitation: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for performing the restroom rehabilitation Item No. 5 Provide As -Built Plans: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for all actions necessary to provide as -built drawings. These drawings must be kept up to date and submitted to the Engineer for review prior to request for payment. An amount of $500 is determined for this bid item. The intent of this pre-set amount is to emphasize to the Contractor the importance of as -build drawings. 9-3.2 Partial and Final Payment. From each progress payment, five (5) percent will be retained by the City, and the remainder less the amount of all previous payments will be paid. Partial payments for mobilization and traffic control shall be made in accordance with Section 10264 of the California Public Contract Code. PART 2 - CONSTRUCTION MATERIALS SEE TECHNICAL SPECIFICATIONS FOR CONSTRUCTION MATERIAL PART 3 - CONSTRUCTION METHODS SEE TECHNICAL SPECIFICATIONS FOR ADDITIONAL CONSTRUCTION METHODS SPECIFICATIONS SECTION 300 - EARTHWORK 300-1 CLEARING AND GRUBBING Page 10 of 11 300-1.3 Removal and Disposal of Materials Removal and disposal of material shall be done by City approved licensed and Franchised Commercial Solid Waste Haulers. A current list of approved haulers can be found on the City's website at: http://newportbeachca.gov/index.aspx?page=157 and then selecting the link for Franchised Haulers List. 300-1.3.1 General The Contractor shall maintain the job site in a clean and safe condition. The Contractor shall remove any broken concrete, debris or other deleterious material from the job site at the end of each workday or as directed by the Engineer. Non -reinforced concrete and asphalt wastes generated from the job site shall be disposed of at a facility that 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 and provide appropriate confirmation documentation from the recycling facility. All material disposal manifests shall be provided to the Engineer prior to release of final retention. The Contractor shall dispose of all excess or waste material and shall include all fees for such disposal in the appropriate bid items. SECTION 601 — WORK AREA TRAFFIC CONTROL 601-1 GENERAL The Contractor shall furnish and install signage, barricades, delineators, yellow safety ribbons, and any other measures deemed necessary by the Engineer to safely direct the public around areas of construction, and into and out of the affected establishments. Page 11 of 11 TECHNICAL SPECIFICATIONS (BALBOA PIER RESTROOM) NEWPORT BEACH CONTRACT DOCUMENTS FOR BALBOA PIER RESTROOM RESTROOM REPAIR January 2021 Prepared by: BOA Architecture 1511 Cota Avenue, Long Beach, California 90813 (562) 912-7900 Edward Lok Ng C-16840 REN.11/30121 SECTION 0000 02 PROJECT TITLE PAGE Title CITY OF NEWPORT BEACH BALBOA PIER RESTROOM REPAIR Client Agency CITY OF NEWPORT BEACH 100 CIVIC CENTER DRIVE NEWPORT BEACH, CA 92660 CONTACT: Tom Sandefur P: (949) 644-3321 E: TSANDERFUR@NEWPORTBEACHCA.GOV Location 801 Ocean Front East, Newport Beach, CA 92661 Project Manager Tom Sandefur, PE Assistant City Engineer 100 Civic Center Drive Newport Beach, CA 92660 Consultant Edward Lok Ng, Architect BOA Architecture 1511 Cota Avenue Long Beach, CA 90813 Tel: 562-912-7900 Tel: 310-832-2681 CITY OF NEWPORT BEACH 0000 02 -1 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR DOCUMENT 0000 03 TABLE OF CONTENTS INTRODUCTORY INFORMATION Document 00 0101 -Project Title Page Document 00 0102 - Table of Contents SCHEDULE, CLAUSES AND ATTACHMENTS, AND SOLICITATION REQUIREMENTS Issued separately by the City SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS Section 01 1000 - Summary of Work Section 01 2976 - Progress Payment Procedures Section 01 3300 - Submittal Procedures Section 01 3543 - Environmental Procedures Section 01 4000 - Quality Requirements Section 01 5000 - Temporary Facilities and Controls Section 01 6000 - Product Requirements Section 01 7300 - Execution Section 01 7419 - Construction Waste Management and Disposal DIVISION 2 — EXISTING CONDITIONS Section 02 4119 - Selective Structure Demolition DIVISION 3 — CONCRETE (Not Used) DIVISION 4 — MASONRY (Not Used) DIVISION 5 — METALS Section 05 5000 - Metal Fabrication DIVISION 6 — WOOD, PLASTICS, AND COMPOSITES (Not Used) DIVISION 7 - THERMAL AND MOISTURE PROTECTION Section 07 6200 - Flashing and Sheet Metal Section 07 9200 - Joint Sealants DIVISION 8 - OPENINGS (Not Used) DIVISION 9 — FINISHES Section 09 9100 - Painting DIVISION 10 - SPECIALTIES (Not Used) DIVISION 11 — EQUIPMENT (Not Used) DIVISION 12 — FURNISHINGS (Not Used) DIVISION 13 - SPECIAL CONSTRUCTION (Not Used) DIVISION 14 - CONVEYING EQUIPMENT (Not Used) CITY OF NEWPORT BEACH 000003-1 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR DOCUMENT 0000 03 TABLE OF CONTENTS DIVISION 21 — FIRE SUPPRESSION (Not Used) DIVISION 22 — PLUMBING (Not Used) DIVISION 23 — HEATING, VENTILATING, AND AIR CONDITIONING DIVISION 25 — INTEGRATED AUTOMATION (Not Used) DIVISION 26 — ELECTRICAL (Not Used) DIVISION 27 — COMMUNICATIONS (Not Used) DIVISION 28 — ELECTRONIC SAFETY AND SECURITY (Not Used) DIVISION 31 — EARTHWORK (Not Used) DIVISION 32 — EXTERIOR IMPROVEMENTS (Not Used) DIVISION 33 — UTILITIES (Not Used) END OF DOCUMENT (Not Used) CITY OF NEWPORT BEACH 000003-2 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 1000 SUMMARY OF WORK GENERAL 1.1 SCOPE A. The Contractor shall provide all materials, labor, tools, plant, supplies, equipment, transportation, superintendence, temporary construction of every nature, and all other services and facilities necessary to complete the construction of the restroom facilities, including all incidental work described in the contract documents. B. The scope of work is contained in the contract documents. C. The scope of work includes, but is not limited to the following: 1. Replace missing or broken roof tiles, replace metal edge roof flashing, and replace all wire mesh ventilation screens with new type. D. All work shall be in accordance with applicable codes and local regulations that may apply. In case of conflict in or between the Contract Documents and a governing code or ordinance, the more stringent standard shall apply. 1.2 MISCELLANEOUS CONTRACT EXPENSES A. The Contractor must include in its bid the cost fees or charges payable to State, local, or special community development agencies unless otherwise stated in the General Requirements. Contractor will not be required to obtain building permits from the City's Building Department as this is a City Public Works Project. PART 2 - PRODUCTS (Not used) PART 3 - EXECUTIONI (Not used) END OF SECTION CITY OF NEWPORT BEACH 01 1000 -1 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 2976 PROGRESS PAYMENT PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. This Section specifies administrative and procedural requirements for a certified Application for Payment. 1. Coordinate the certified Schedule of Values and certified Application for Payment with, but not limited to, the Construction Schedule, submittal log, and list of Subcontractors. 1.2 RELATED REQUIREMENTS: A. Section 01 3300 — Submittal Procedures. B. Section 01 7704 — Closeout Procedures and Training. PART 2 - PRODUCTS (Not used) PART 3 - EXECUTION 3.01 APPLICATION FOR PAYMENT A. Each certified Application for Payment shall be consistent with previous applications and payments as reviewed by Engineer, paid for by City, and: 1. The initial Application for Payment and Final Application for Payment at time of Substantial Completion involve additional requirements. B. Payment Application Times: The period of Work covered by each Application for Payment is payment date for each progress payment as specified in the General Conditions. The period covered by each Application for Payment is previous month. C. Payment Application Forms: Use City provided forms for the Application for Payment. D. Application Preparation: Complete every entry on the form. Include execution by a person authorized to sign legal documents on behalf of General Contractor. Engineer will return incomplete applications without action. E. Transmittal: Submit a minimum of four signed and original copies of each certified Application for Payment to Engineer. All copies shall be complete, including releases and similar attachments. 1. Transmit each copy with a transmittal form listing attachments and recording appropriate information related to the application, in a manner acceptable to Engineer. F. Initial Application for Payment within 60 days of issuance of Notice to Proceed: Administrative actions and submittals, that must precede or coincide with submittal for first certified Application for Payment include, but are not limited to, the following: 1. Certified Schedule of Values. 2. Performance and payment bonds. 3. List of principal suppliers and fabricators. 4. Worker Compensation certificates, if applicable. CITY OF NEWPORT BEACH 01 2976-1 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 2976 PROGRESS PAYMENT PROCEDURES 5. Auto Insurance, if applicable. 6. Hazardous Material Insurance Certificates, if applicable. 7. Construction Schedule. 8. Submittal Schedule. 9. Emergency Contact List. 10. Copies of authorizations and licenses from governing authorities for performance of Work. 11. Certified Payroll (Submitted directly to Labor Compliance in electronic format as specified by City including hard copy). G. Applications for Payment: Administrative actions and submittals that must precede or coincide with submittal of Progress Applications for Payment include, but are not limited to, the following. - 1 . ollowing:1. Certified Payroll (submitted directly to Labor Compliance in electronic format as specified by City including hard copy). 2. Updated and current Project Record Drawings (as built). 3. Monthly Construction Schedule (updated, submitted, and approved). 4. Approved Schedule of Values. 5. List of Subcontractors (Payments Summary). H. Final Application for Payment at Substantial Completion: Following Engineer issuance of certificate of Substantial Completion; apply for Payment: 1. Administrative actions, submittals and/or Work that shall precede or coincide with this application include: a. Occupancy permits and similar approvals by authorities having legal jurisdiction over Work. b. Removal of temporary facilities and services. c. Testing, adjusting and balance records. d. Removal of surplus materials, rubbish, and similar elements. e. Meter readings. f. Start-up performance reports. g. City personnel training and orientations. h. Operating and maintenance instruction manuals. i. Preliminary Warranties; guarantees and maintenance agreements. j. Delivery of extra materials, products and or stock. k. Change over information related to City occupancy, use, operation, and maintenance. I. Final cleaning. m. Ensure that Work is completed. n. Advise on shifting insurance coverage. o. List of defective Work recognized as exceptions to certificate of Substantial Completion. p. Change of door locks, including keys, to City system. q. Certified Payroll (submitted directly to Labor Compliance in electronic format as specified by the City including hard copy). r. Certification that all benefit contributions due and owing to appropriate union trusts has been paid by General Contractor and Subcontractors, as specified by the Project Stabilization Agreement (PSA) and Article 6.49 of the General Conditions. s. Waivers and releases for General Contractor. Payment amount to be based on actual quantities of work completed and unit bid prices. Total bid item quantities completed x unit bid price. END OF SECTION CITY OF NEWPORT BEACH 01 2976-2 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 3300 SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 Schedule of Submittals A. Within 30 days after receiving a Notice to Proceed, the Contractor must submit a Schedule of Submittals and the construction schedule, in the format indicated below, in duplicate, listing all items that must be furnished for review and approval by the Engineer. The schedule must indicate the type of items (such as sample, shop drawings, catalog cut, and so forth) and include the scheduled dates of submittal. In preparing the schedule, please allow 10 working for review and approval and possible resubmittal. Also, the schedule must be coordinated with the approved construction progress chart. The Contractor must revise and/or update the schedule monthly. Such revised schedules must be submitted to the Engineer for approval. B. Within 30 days after receiving a Notice to Proceed, the Contractor must complete and submit to the Engineer a listing of all subcontractors, including subcontractor name, address, telephone number, fax number and email address. Include an updated list with each progress payment request. C. Schedule of Submittals Format Project Contract No. Project Description Spec. Section Spec. Paragraph *Submittal Date Action Description Number Type Taken Assigned Number Submittal Returned *Submittal Type: C — Certificate S — Sample SD — Shop Drawing 1.2 Shop Drawings and Related Data CD — Catalog Data PL — Spare Parts List MM — Maintenance Manual A. Prior to submittal, the Contractor must stamp and sign the submittal to indicate that it is in accordance with the contract documents without deviation and has been reviewed and approved by the Contractor. All submittals to be prepared in PDF version and emailed to the design team. The Contractor must make any corrections required by the Engineer. If the Contractor considers any correction indicated on the drawings to constitute a change to the contract drawings or specifications, notice must be given to the Engineer. The approval of the drawings by the Engineer must not be construed as a complete check but indicates only that the submittal appears to comply with the contract documents. Approval of the shop drawings does not relieve the CITY OF NEWPORT BEACH 01 3300-1 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 3300 SUBMITTAL PROCEDURES Contractor of responsibility for any error that may exist because the Contractor is responsible for the dimensions and for satisfactory construction of all work. The submission by the Contractor must be accompanied by a transmittal letter in a format approved by the Engineer. 1.3 Material, Equipment, and Fixture Lists A. When required by the technical provisions, lists of materials, equipment, and fixtures must be submitted by the Contractor in accordance with the requirements specified for shop drawings. The lists must be supported by sufficient descriptive material, such as catalogs, cuts, diagrams, and other data published by the manufacturer, as well as by evidence of compliance with safety and performance standards, to demonstrate conformance to the specification requirements. Catalog numbers alone are not acceptable. The data must include the name and address of the nearest service and maintenance organization that regularly stocks repair parts. No consideration will be given to partial lists submitted from time to time. Approval of materials and equipment is tentative, subject to submission of complete shop drawings indicating compliance with the contract documents. 1.4 Certificates of Compliance A. Any certificates required for demonstrating proof of compliance of materials with specification requirements, including statements of application, and extended guarantees, must be signed and submitted and emailed in PDF version at least 10 days before delivery. The Contractor must review all certificates before submissions are made to the Engineer, to ensure compliance with the contract specification requirements and to ensure that the affidavit is properly signed. Each certificate must be signed by an official authorized to certify on behalf of the manufacturing company and must contain the name and address of the Contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates must contain the name and address of the testing laboratory and the dates of tests to which the report applies. Certification must not be construed as relieving the Contractor from furnishing satisfactory material if, after tests are performed on selected samples, the material is found not to meet the specific requirements. 1.5 Spare Parts Data A. Spare parts data must be submitted electronically. 1.6 Schedule of Values A. The Contractor must submit a construction cost breakdown using the bid schedule provided in the contract documents. When applicable, a separate cost breakdown form must be submitted for each separate building. However, the total cost of site work and building facility must be included in the cost estimate breakdown. The number of items provided on the Systems Construction Cost Estimate Breakdown form are the minimum required. Additional subdivision of these items may be used by the Contractor. B. Submit the construction cost breakdown after contract award to the Engineer. C. Do not delete items from the Schedule of Values form. However, expand the schedule "Description of Work" as necessary to allow evaluation of work or to make progress payments. CITY OF NEWPORT BEACH 01 3300-2 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 3300 SUBMITTAL PROCEDURES D. If the contract price changes, the Schedule of Values must be revised to reflect the change(s) and forwarded to the Engineer. E. A current Schedule of Values must accompany all Contractor Requests for Payment. F. See following exhibit for Schedule of Values. 1.7 As -built plans. A. Contractor to submit as built plans. B. During construction, maintain as -built redline drawings for all drawings and final as -built for contractor -generated coordination drawings. Update after completion of commissioning. PART 2 - PRODUCTS (Not used) PART 3 - EXECUTION 3.01 PROCEDURES A. CONTRACTOR is required to review and approve every submittal and shop drawing prior to transmittal and delivery to ARCHITECT. Should CONTRACTOR determine a submittal contains errors, or does not meet the requirements of the contract, CONTRACTOR shall immediately return the submittals and shop drawings to the producer and expedite the corrections prior to transmitting the submittal to ARCHITECT. Submittals shall not be used by CONTRACTOR to request clarifications or submit questions. CONTRACTOR will affix stamp to each submittal certifying CONTRACTOR has performed, at minimum, the following: 1. Verified the submittal is complete in all respects and follows the requirements of the Contract Documents without variance. 2. Identified any variances from the requirements of the Contract Documents and confirmed that the identified variance meets but does not exceed the allowable limitations or tolerances as defined in these specifications. 3. Verified that all submitted materials, dimensions and tolerances are compatible with existing or planned conditions of the Work to erect, fabricate, or install the submitted assembly in conformance with the requirements of the Contract Documents. 4. Coordinated and verified that the dimensions match CONTRACTOR measured field or installation conditions. 5. Coordinated and verified that the products of separate manufacturers required within any field produced assembly are compatible in all respects for such assembly. 6. Packaged together all related submittals or shop drawings where such is necessary for a comprehensive ARCHITECT review. B. CONTRACTOR shall package each submittal appropriately for transmittal and handling. Transmittal format shall be as required by OWNER. CONTRACTOR shall transmit and deliver each submittal or re -submittal to ARCHITECT. CONTRACTOR shall provide the CITY OF NEWPORT BEACH 01 3300-3 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 3300 SUBMITTAL PROCEDURES OWNER copies as specified or as requested by Owner. ARCHITECT will not accept submittals received from sources other than from CONTRACTOR. C. After ARCHITECT'S review, ARCHITECT will transmit submittals to Owner and Owner shall further distribute to CONTRACTOR, INSPECTOR and others as required. Work shall not commence, unless otherwise approved by Owner, until approved submittals are transmitted to CONTRACTOR. D. CONTRACTOR shall clearly identify any deviations from the Contract Documents on each submittal. Any deviation not so noted even though stamped reviewed is not acceptable. E. CONTRACTOR shall coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities requiring sequential activity. F. Timing of Submittals: 1. In accordance with General Conditions, CONTRACTOR shall submit to ARCHITECT, with copy of transmittal to the Owner, those Shop Drawings, Product Data, diagrams, materials list, Samples, and other submittals required by the Contract Documents. 2. The scheduling of submittals shall be sequenced to support the progress of the Work, and shall be: a. Submitted sufficiently in advance of construction, fabrication, or installation to allow time for transmittal, review, modification, correction, (and resubmission and re -review when required.) b. Phased with adequate time between submittals to allow for proper review by the ARCHITECT without negative impact to the Milestones Schedule. 3. CONTRACTOR shall coordinate submittal of related items and ARCHITECT reserves the right to withhold action on a submittal requiring coordination with other submittals until all related submittals are received by ARCHITECT. 4. CONTRACTOR shall revise, update, and submit submittal schedule to ARCHITECT and Owner on the first of each month, or as required by Owner. 5. CONTRACTOR shall allow in the Construction Schedule, at least sixteen days for ARCHITECT review following ARCHITECT receipt of submittal. For mechanical, plumbing, electrical, low voltage, fire sprinklers, door and hardware, and other submittals requiring joint review with Owner, CONTRACTOR shall allow a minimum of eighteen days following ARCHITECT receipt of submittal. 6. No adjustments to the Contract Time or Milestones will be authorized because of a failure to transmit submittals to ARCHITECT sufficiently in advance of the Work to permit review and processing or where CONTRACTOR fails to provide ARCHITECT submittals on related items. 7. In case of product substitution, Shop Drawing preparation shall not commence until such time as OWNER accepts or rejects the proposed substitution in accordance with the procedures described in the General Conditions. G. If required, resubmit submittals in a timely manner. Resubmit as specified for initial submittal but identify as such. Review times for re -submitted items shall be as per the time frames for initial submittal review. CITY OF NEWPORT BEACH 01 3300-4 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 3300 SUBMITTAL PROCEDURES H. Shop Drawing preparation shall not commence until such time as CONTRACTOR receives Product Data acceptance. I. ARCHITECT will stamp each submittal with a uniform, action stamp. ARCHITECT will mark the stamp appropriately to indicate the action taken, as follows: 1. Final Unrestricted Release: When ARCHITECT marks a submittal "Reviewed" the Work covered by the submittal may proceed provided it complies with requirements of the Contract Documents. Final payment depends on that compliance. 2. Final -But -Restricted Release: When ARCHITECT, or authorized agent, marks a submittal "Reviewed as Noted," the Work covered by the submittal may proceed provided it complies with notations or corrections on the submittal and requirements of the Contract Documents. Final payment depends on that compliance. Returned for Re -submittal: When ARCHITECT, or authorized agent, marks a submittal "Rejected, Revise and Resubmit," do not proceed with Work covered by the submittal, including purchasing, fabrication, delivery, or other activity. Revise or prepare a new submittal according to the notations; resubmit without delay. Repeat as necessary to obtain different action mark. In case of multiple submittals covering same items of Work, CONTRACTOR is responsible for any time delays, schedule disruptions, out of sequence Work, or additional costs due to multiple submissions of the same submittal item. Do not use, or allow others to use, submittals marked "Rejected, Revise and Resubmit" at the Project site or elsewhere where Work is in progress. 4. Other Action: Where a submittal is for information or record purposes or special processing or other activity, ARCHITECT, or authorized agent, will return the submittal marked "Action Not Required ". END OF SECTION CITY OF NEWPORT BEACH 01 3300-5 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 3300 SUBMITTAL PROCEDURES THE FOLLOWING SCHEDULE OF VALUES IS ONLY A LIMITED LIST AND MAY NOT CAPTURE ALL ITEMS IN THE CONSTRUCTION DOCUMENTS Item No. Item Description Unit CITY Unit Price Amount MOBILIZATION LS 1 ..... . . . ....... ................. . ....... . ....... ................... . ....... ....................... . .. . ..................... . . . ........................... . ...... . DEMOLITION ON ..... . ................. LS . . . ... . . . .......................... ............................. . ........................... ....... . .. . ........... .. . ..... .. ............. ........ 1 . ........ 3 ............. ...................... ....... - ........................................................ - .................................... STAINLESS STEEL WIRE MESH AND ............................. .............. ......... ........ .. ............ .............................. .. . ..... .... .............. ... . . - ............. FRAME, METAL FABRICATION ..... ..... .............. LS ...................... --- . ................................... ................. . ................... ROUGH CARPENTRY & REPAIR ............ . .. . .... ............................... ..................... . . ... ......... . .. . ............... ........ ................. ..................... 4 ROTTED WOOD LS 1 RAFTERS/OUTRIGGERS 5 ....................... --- ........... ........ ........ ............................. POWERWASH ROOF AND REPLACE ................ ........... . ............ .............................. ............................... . ...... ................... .......................................... ........................... MISSING OR BROKEN ROOF TILES .............. ................... ....... ... LS 6 . ........ ........................ ..................... FLASHING AND SHEET METAL ............ . . ........ . LS ......... ..................... . .......s_......................_-_. .. ....... . . ... . . ........... ......... ... ............................... .............. 1 . . ......... . ...... ..... 7 .......... .............................. ................................................................................ . .......... . .............. ........... JOINT SEALANTS ........... .......... ................... LS . ..... . ......... . .... .............. . . .......... . ......................... ....... ................... . . ......... . . . ............... . ........ 1 ... . .............................. 8 . .... . .... . .... . .... ...... . ...... . ....... . . ...... . ............................................................................................................. ............... PAINTING ................. - ..... . . . ......... . .............. . . .... - - - - - ---------- . .......... ..................... .... ........ . ................. LS .......... .. . ... . . . . . .. . ................... ............................... . .............................. ..... . .................. . . . .................. . ........ ......... ................................ - . ...................... . . .... . .......... ............. .......................... ........................... ........... ........................ X .......... ..................... ........... .................................. - .......................... ... AND EVERYTHING NOT INCLUDED IN . . ............................................ . . . ........ ...... . . . ...... .... . ...... . ........................ . . .... ........................ . ........ .... . . ..................... . ............... ..................... THE ABOVE LIST - ..... . ...... ................................................................................... ....................................... ............................. .. ..................... .. ... ......... ................ ...................... . .......................... ....... ....... ............ .... . ................... ............................. ............... ......................................... . ............................................. ............ . . .......... ....... ........ . . . . ............. .......... . . . . . . .... . . . .............................. SUBTOTAL ........... . .............. ........................................... ............................. ... . . ............................... . ........ . . . ............ ................................................................ . .... ......... . ... ........... -- - - - - - - ---- ----------------------- - - - . . .. ............. ......... .... . . . ...................... .... ......................... ............... . ...... ............ - ............ - . ..................... - FEDERAL CONDITIONS OVERHEAD . . ...................... . . ....... .......................... . ... ................................................................ _.. .. . . .................. ............. .......................... . ........................ .. PROFIT ... . . ................. . ....... TOTAL . ......... ... . ..... . ........... . ....................... . ........ . ...................................... . ........................................ . ................................. .......... ................ .......................................... ................ . .... ........................... ................................................................. ................. . ........................... .......................... . . . ....... . ................................ . . . ........... . . .... .......................... . ....... . ..... .... 11, .......... . . . ......... : CITY OF NEWPORT BEACH 01 3300-6 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 3543 ENVIRONMENTAL PROCEDURES PART 1 - GENERAL 1.1 Scope A. The work covered by this section consists of furnishing all labor, material, and equipment and performing all work required for compliance with environmental regulations and preventing pollution during, and because of, construction operations under this contract, in addition to those measures set forth in other technical provisions of these specifications. B. The Contractor and subcontractors must comply with all applicable environmental federal, state, local environmental, health and safety laws and regulations. 1.2 Notification A. The Contractor must, after receiving a notice of noncompliance with the foregoing provisions, immediately take corrective action. The notice, when delivered to its Contractor or its authorized representative at the site of the work, is deemed sufficient for this purpose. If the Contractor fails or refuses to comply promptly, the Engineer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost because of any such stop orders may be made the subject of a claim for extension of time or for excess costs or damages by the Contractor unless it is subsequently determined that the Contractor complied. 1.3 Environmental Regulatory Compliance A. Within 30 days after receiving the notice to proceed or not less than 15 days prior to commencing on-site work, the Contractor must submit any environmental documents that are required by federal, state, or local environmental regulations. Plans must be approved by the Engineer prior to commencing on-site work and must describe and include, but is not limited to, the following 1. Waste Minimization and Management Plan must describe how natural resources potentially impacted by construction will be protected or managed; construction wastes will be stored and disposed of or recycled; and pollutants associated with building materials will be controlled. The waste minimization and management section of the plan must also list materials and construction debris to be recycled and address the disposal of solid and hazardous wastes and materials, including asbestos and lead-based paint. It must also include tables applicable to the reclamation of chlorofluorocarbons (CFCs) and hydrochlorofluorocarbons (HCFCs) in accordance with the City recycling code and 1.4 (B) below. Environmental Compliance Plan must document NEPA compliance by describing mitigation measures to address environmental concerns/sensitive receptors identified in the National Environmental Policy Act (NEPA) document(s) in Section B. 1500, Attachments, and as set out in the mitigation measures in the General Requirements. 1.4 Environmental Site Controls A. Location of Hazardous Materials: The location of the Contractor's temporary storage of any hazardous materials and/or wastes must be appropriately marked and included in the health and Safety Plan (see Section 1.5 below). CITY OF NEWPORT BEACH 01 3543 -1 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 3543 ENVIRONMENTAL PROCEDURES B. Post Construction Cleanup or Obliteration: The Contractor must remove and properly dispose of all signs of temporary construction facilities such as haul roads, work area, structures, foundations of temporary structures, excess or waste materials, or any other vestiges of construction as directed by the Engineer. No separate or direct payment may be made for post construction cleanup and all associated costs must be considered included in the contract price. C. Dust Control: The Contractor must keep the site free from dust in accordance with applicable regulations. D. Noise Minimization: The Contractor must perform demolition and construction operations to minimize noise including conducting work during less sensitive hours of the day in accordance with the City Noise Ordinance. 1.5 Health and Safety A. Prior to commencing on-site work, the Contractor must submit an Occupational Safety and Health Administration (OSHA) Emergency Action Plan (EAP) to the Engineer to demonstrate compliance by the Contractor and subcontractors with applicable OSHA regulations. If the Contractor is not required by OSHA to develop a written EAP, i.e., if 10 or fewer are employed for the construction project or any other specific regulations identified by OSHA, then the Contractor shall submit to the Engineer a signed letter stating the Contractor shall meet OSHA's EAP requirements in a verbal communication to all employees. B. Copies of Material Safety Data Sheets (MSDSs) for any hazardous material(s), as defined by OSHA's Hazard Communications Standard, must be included whenever such materials arrive on- site. MSDSs must be kept together and maintained centrally on-site through to project completion. Provide a copy of each MSDS in the Operating and Maintenance Manual. The use of asbestos containing materials, more than one percent as defined by US Environmental Protection Agency regulations, is prohibited in the construction of this project. Provide an executed copy of the "Certificate of Asbestos and Lead -Based Paint (New Work)" in the Operating and Maintenance Manual. C. The use of lead-based paint is prohibited in the construction of this project. D. The use of lead -containing solder for plumbing and plumbing fixtures is prohibited in the construction of this project. E. The Contractor must sign and submit to the Engineer a "Certification of Asbestos and Lead -Based Paint" for this project. F. See following exhibits for additional information. PART 2 - PRODUCTS (Not used) PART 3 - EXECUTION (Not used) END OF SECTION CITY OF NEWPORT BEACH 01 3543-2 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 3543 ENVIRONMENTAL PROCEDURES Safetv and Health and Related Environmental Requirements The Contractor is required to meet all applicable OSHA, federal, state, and local safety, health, and related environmental requirements in addition to the City requirement listed in this table. Issue City Requirements Asbestos Review of Facility Asbestos Survey: Before any building maintenance, equipment installation, renovation, alteration, demolition, or other project begins, determine whether ACBM will be disturbed. Proper Work Practices: If ACBM is present, follow proper control procedures and work practices. Consultation with Facility Asbestos Coordinator: Consult with the facility manager or his or her designee before the start of any work likely to disturb ACBM. Disturbance means activities that crumble or pulverize ACBM or presumed asbestos -containing material (PACM) or generate visible debris. Operations may include drilling, abrading, cutting a hole, pulling cable, and crawling through tunnels or attics and spaces above the ceiling where asbestos is actively disturbed or asbestos - containing debris is actively disturbed. Asbestos Work Authorization: You must have an approved Form 8210, Work Authorization - Asbestos, before work begins within any building containing asbestos. Barricades, Barriers, Your barricades must meet the OSHA requirements. In addition, you assume and Warnings control of your work area during your activities unless otherwise specified in writing by the City Engineer (CE) or City Engineer's representative (CER). Confined Spaces Confined space work must meet the OSHA requirements. You must have a comprehensive confined space program that includes a written program, employee training, entry and testing equipment, and rescue capabilities. If you require access to confined space requiring a permit, then the trained, designated City representative must review and approve the project and permit. Entry into other confined spaces must be in accordance with OSHA regulations. Electrical Work Lock or rope off work areas involving exposed energized equipment or have an attendant present to prevent accidental contact by unqualified people. Refer to the Barricade section of this guideline for additional information. Elevated Work and Fall Follow strictly the applicable OSHA fall protection requirements. Protection Excavation All excavations 4 feet or more in depth must be properly shored or sloped and meet all OSHA requirements. Before any digging or drilling commences, inform the City COR and call Dig Safe or its local equivalent to determine whether any underground utilities are in the work area. Submit documentation that these notifications have been performed. You must not begin digging or drilling until you have verified that underground utilities have been identified and are properly marked so that work may be accomplished in a safe manner. Fire Protection Do not block, remove, or otherwise prevent City fire extinguishers from being immediately accessible and usable. If a system must be impaired by a scheduled shutdown, notify the Engineer, and do not proceed without the Engineer's authorization. Hazard Communication Inform the Engineer before any chemicals are used. Before materials are brought on site, provide material safety data sheets (MSDSs) and an inventory of materials. For projects that are anticipated to use substantial quantities of hazardous materials, you may be required to provide a routing, storage, and waste disposal plan. CITY OF NEWPORT BEACH 01 3543-3 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 3543 ENVIRONMENTAL PROCEDURES Hazardous Materials Follow all OSHA requirements regarding hazardous materials. Hazardous materials include, but are not limited to, flammable and combustible liquids, gasoline, diesel fuel, motor oil, lubricating oil, hydraulic oil, corrosive cleaners, and battery acid. Provide secondary containment for all containers of liquids that are over 5 gallons in capacity. Immediately report all hazardous material releases ("spills"), regardless of how small or where they occur, to the designated Engineer. Releases include solids, liquids, and gases. Hot Work Do not begin any hot work until the Engineer has completed and signed a City Hot Work Permit. The permit will be valid for only a single work shift. You must display the permit at the work site. You are prohibited from performing hot work (a) when the City has not authorized it, (b) in locations in which fire protection systems have been impaired, (c) in the presence of explosive or flammable atmospheres, or (d) in locations were large quantities of flammable and combustible materials are unprotected. Powered Industrial Powered industrial trucks and other mobile equipment must follow all traffic rules of Trucks the City facility. The maximum speed limit for in -plant powered vehicles is 5 miles per hour. Many work areas have posted speed limits that you must strictly follow. Perform refueling only in authorized locations following safe procedures. As a rule, the City does not allow gas- or diesel -powered industrial equipment inside City facilities. Coordinate exceptions to the rule through the City safety office. Ladders Strictly follow all OSHA requirements regarding ladders. Barricade the ladder use area to prevent contact with mobile equipment and employees. Lead -Based Paint Review of Facility Lead Survey: Before any construction, alterations, and/or repair activities begin, determine whether LBP will be disturbed. If the painted surface has not been tested, you must have it tested before beginning any activities that could potentially disturb LBP. Proper Work Practices: If LBP is present, follow proper control procedures and work practices. Consultation with Engineer: Consult with the Engineer before the start of any work likely to disturb LBP. Examples of activities that may affect LBP include paint removal by scraping, sanding, power tools, or heat guns; alterations that include removing drywall, structural steel, or other building materials coated with LBP; welding, cutting, or other hot work on coated metal surfaces; abrasive blasting of mailboxes and other equipment; and moving or cleaning of abrasive blasting enclosures. Lockout/Tagout Provide a copy of your lockout/tagout procedures, which must meet or exceed the OSHA Lockout/Tagout standard. You will be given access to and must review the City lockout/tagout program. If you encounter a City lockout/tagout device that prevents the continuation of work, do not make any attempts to remove, tamper with, or bypass the devices. Contact the Engineer and plan to have the lockout device removed in accordance with City lockout removal policies. Personal Protective Before beginning work, evaluate the work area for hazards, determine whether Equipment contract employees will be required to use personal protective equipment (PPE) to protect themselves from these hazards, and document the hazard assessment. Wear the PPE required regardless of your perception of hazard potential. Regulated and Pesticides. The City has restricted the use of pesticides. Obtain prior approval of Prohibited Materials the City environmental compliance coordinator for special cases that may require the use of pesticide treatments. Seventeen Chemical Prohibition. Adhere to chemical prohibition policies. Do not use on City property any of the 17 chemicals prohibited by EPA unless the Engineer authorizes its use (each of these chemicals must be authorized CITY OF NEWPORT BEACH 01 3543-4 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 3543 ENVIRONMENTAL PROCEDURES CITY OF NEWPORT BEACH 01 3543-5 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR separately). The district environmental compliance coordinator can supply the list. Asbestos -Free Products. Install no asbestos -containing products or materials in City facilities. Lead. Apply no lead-based paint in City facilities. Scaffolding Follow strictly the applicable OSHA scaffolding requirements. Provide adequate harrier protection around the scaffolding to prevent hazards to City staff. Walking and Working If the project requires temporary modifications to the means of egress, inform the Surfaces Engineer before performing such actions, provide appropriate alternative means of egress, and communicated these to all employees. CITY OF NEWPORT BEACH 01 3543-5 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 3543 ENVIRONMENTAL PROCEDURES Emergency Procedures Preparations for Be prepared for emergency situations. Emergency Ensure that emergency telephone numbers are site specific, readily available, easily read, and communicated to all employees. Train and authorize employees to implement emergency procedures. Medical Emergencies Have procedures and medical supplies to provide emergency medical services for your own personnel. Determine how to contact emergency medical services before work begins and have on-site capabilities to contact such services immediately. Fires See Fire Protection above. In the event of a fire, you must: - Immediately remove personnel from the area or building following City evacuation procedures. - Immediately contact the nearest City employee and inform him or her of the fire. You may also activate an emergency alarm in the area. If no City employees are on- site, immediately contact the local fire department. Personnel trained in the use and limitations of fire extinguishers may attempt to extinguish the fire if it is safe to do so. Chemical Releases See Hazardous Materials above. If the event of a hazardous material release, you must: - Immediately remove personnel from the area or building following City evacuation procedures. - Immediately contact the designated City representative and inform him or her of the release. You may also activate an emergency alarm in the area. If no City employees are on-site, immediately contact the local fire department. Contractor personnel should not respond to the release unless specifically trained and protected to perform hazardous material response. Power Outages In the event of a power outage, you must: - Immediately stop work and assemble for a head count and possible facility egress. - Inform all contract employees that equipment may automatically restart when power resumes. - Immediately contact the designated City representative and inform him or her of the status of contract work and personnel head count. Relay at this time all hazards created due to the power outage. When power resumes evaluate the status of operations that were being performed relative to hazard potential. For example, the interruption of ventilation in confined spaces may generate atmospheric hazards. Accident Investigation As soon as is practical after an accident, investigate and document an accident and Reporting investigation. The documentation must describe the incident and identify the causes and the corrective actions that will prevent future incidents. Report all accidents, whether they result in injury. Give the written report to the Engineer within 24 hours of the accident or incident. CITY OF NEWPORT BEACH 01 3543-6 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR To: Subject: City facility name: City facility address: Certificate of Asbestos and Lead -Based Paint (New Work) City Engineer Certification for new construction Certification for new construction: This Contractor/Owner hereby certifies that no asbestos -containing material more than 1 percent as defined by applicable US Environmental Protection Agency regulations, and no lead-based paint has been furnished or installed at the referenced project. Contractor/Owner name: Signature: Address: Telephone: Date executed: CITY OF NEWPORT BEACH 01 3543-7 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 4000 QUALITY REQUIREMENTS PART 1 - GENERAL 1.1 Contractor Quality Control A. Contractor Quality Control: The Contractor is responsible for the overall quality of all its own work and the work performed by their subcontractors working under this contract. The quality of any part of the work installed must not be less than that required by the technical divisions of this specification. If the Engineer determines that the quality of work does not conform to the applicable specifications and drawings, the Contractor will be advised in writing of the areas of nonconformance, and within 7 days the Contractor must correct the deficiencies and advise the Engineer in writing of the corrective action taken. B. Noncompliance with Quality Control Requirements: Failure of the Contractor to comply with the above requirements may be cause for termination for default as defined in the contract documents. 1.2 Submittals A. Prior to the start of on-site work, the Contractor must submit to the Engineer a Contractor Quality Control Plan that includes the following information: 1. Procedures for reviewing coordination drawings, shop drawings, certificates, certifications, or other submittals. 2. Testing and inspection schedule, keyed to Construction Schedule, indicating tests and inspections to be performed, names of persons responsible for inspection and testing for each segment of work including preparatory, initial, and follow-up. 3. Proposed forms to be used including Contractor's Daily Report, Contractor Test and Inspection Report and Non -Compliance Check -Off List. B. Independent Testing and Inspection Laboratory (if any): Submit the following. 1. Name. 2. Address. 3. Telephone number. 4. Names of full-time registered engineer. 5. Responsible officer. 6. Copy of report of laboratory facilities inspection made by Materials Reference Laboratory of National Bureau of Standards during most recent inspection, with memorandum of remedies of any deficiencies reported by inspection. 3 Quality Control Procedures A. Monitor quality control over Contractor staff, subcontractors, suppliers, manufacturer's, products, services, site conditions, and workmanship. B. Comply fully with manufacturer's published instructions, including each step-in sequence of installation. C. Should manufacturer's published instructions conflict with Contract Documents, request clarification from the Engineer before proceeding. D. Comply with specified standards as a minimum quality for work, except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E. Perform work by persons who are thoroughly qualified and trained in their respective trade, to produce workmanship of specified quality. CITY OF NEWPORT BEACH 01 4000-1 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 4000 QUALITY REQUIREMENTS F. Perform tests required by governing authorities having jurisdiction and utilities having jurisdiction. 1.4 Testing and Inspection Laboratory Services A. Selection and Payment: 1. The City shall select and pay for services of an Independent Testing and Inspection Laboratory to perform specified testing and inspection. 2. Employment of Independent Testing and Inspection Laboratory in no way relieves Contractor of obligation to perform work in accordance with requirements of Contract Documents. B. Quality Assurance: 1. Comply with requirements of all applicable ASTM standards. 2. Laboratory: Authorized to operate in State in which Project is located. 3. Laboratory Staff: Maintain a full-time registered engineer on staff to review services. 4. Testing Equipment: Calibrated at reasonable intervals with devices of and accuracy traceable to either National Bureau of Standards or accepted values of natural physical constraints. C. Laboratory Responsibilities. Contractor shall ensure the Laboratory has the following responsibilities and limits on authority: 1. Test samples of mixes submitted by Contractor. 2. Provide qualified personnel at Project site. Cooperate with the Engineer and Contractor in performance of services. 3. Perform specified sampling, testing, and inspection of Products in accordance with specified standards. 4. Determine compliance of materials and mixes with requirements of Contract Documents. 5. Promptly notify the Engineer of observed irregularities or non-conformance of work or Products. 6. Submit one copy of all test results directly to the Engineer. 7. Perform additional tests as required by the Engineer. 8. Attend appropriate preconstruction meetings and progress meetings. D. Limits on Authority. Contractor shall ensure the Laboratory has the following limits on authority: 1. Laboratory may not release, revoke, alter, or expand on requirements of Contract Documents. 2. Laboratory may not approve or accept any portion of work. 3. Laboratory may not assume any duties of Contractors. 4. Laboratory has no authority to stop work. 1.5 Contractor Field Inspection and Testing A. Contractor: Test and Inspect work provided under this Contract to ensure work is following Contract requirements. Required tests and inspections are indicated in each individual Specification Section and shall be performed as required by the City inspector. B. Preparatory Inspection: Performed prior to beginning work and prior to beginning each segment of work and includes: 1. Review of Contract requirements. 2. Review of shop drawings and other submittal data after return and approval. 3. Examination to assure materials and equipment conform to Contract requirements. 4. Examination to assure required preliminary or preparatory work is complete. C. Initial Inspection: Performed when representative portion of each segment of work is completed and includes: 1. Performance of required tests. CITY OF NEWPORT BEACH 01 4000-2 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 4000 QUALITY REQUIREMENTS 2. Quality of workmanship. 3. Review for omissions or dimensional errors. 4. Examination of products used, connections and supports. 5. Approval or rejection of inspected segment of work. D. Follow -Up Inspections: Performed daily, and more frequently as necessary, to assure non- complying work has been corrected. E. Testing and Inspection: Perform testing and inspection in accordance with requirements in individual Specification Sections. 1.6 Contractor's Daily Report A. The Contractor shall maintain daily reports, and provide copies to the Engineer if requested, for days that work was performed. Include the following information: 1. Date, weather, minimum and maximum temperatures, rainfall, and other pertinent weather occurrences. 2. Daily workforce of Contractor and subcontractors, by trades. 3. Description of work started, ongoing work, and work completed by each subcontractor. 4. Coordination implemented between various trades. 5. Approval of substrates received from various trades. 6. Nonconforming and unsatisfactory items to be corrected. 7. Remarks 1.7 Contractor's Test and Inspection Reports A. Prepare and submit to the Engineer, a written report of each test or inspection signed by Contractor Quality Control Representative performing inspection within 2 days following day inspection was made. B. Include the following on written reports of inspection: 1. Cover sheet prominently identifying that inspection "CONFORMS" or "DOES NOT CONFORM" to Contract Documents. 2. Date of inspection and date of report. 3. Project name, location, solicitation number, and Contractor. 4. Names and titles of individuals making inspection, if not Contractor's Project Field Superintendent. 5. Description of Contract requirements for inspection by referencing Specification Section. 6. Description of inspection made, interpretation of inspection results, and notification of significant conditions at time of inspection. 7. Requirements for follow-up inspections. 1.8 Non -Compliance Check -Off List A. Maintain check -off list of work that does not comply with Contract Documents, stating specifically what is non -complying, date faulty work was originally discovered, and date work was corrected. No requirement to report deficiencies corrected same day it was discovered. Submit copy of Non - Compliance Check -Off List of non -complying work items to the Engineer on a weekly basis. 1.9 Completion and Inspection of Work A. Prior to final acceptance by the Engineer and issuance of a Certificate of Substantial Completion and/or Notice of Completion, submit a certification signed by Contractor to the Engineer stating that all work has been inspected and all work, except as specifically noted, is complete and in compliance with Contract Documents. CITY OF NEWPORT BEACH 01 4000-3 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR PART 2 - PRODUCTS (Not used) PART 3 - EXECUTION (Not used) SECTION 01 4000 QUALITY REQUIREMENTS END OF SECTION CITY OF NEWPORT BEACH 014000-4 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 5000 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 General A. The Contractor must provide all temporary facilities and services required to complete the work and to comply with OSHA and other applicable regulations. B. The Contractor must maintain temporary facilities in a proper, safe, operating, and sanitary condition for the duration of this Contract. Upon completion of this Contract, all such temporary work and facilities shall be removed in their entirety. 1.2 Project Sign A. The Contractor must construct and erect a minimum of two hard hat signs at locations designated by the Engineer. The signs must be erected prior to the commencement of on-site work. 1.3 Temporary Water A. The City will provide water from the existing services required for construction under this project and will pay all costs in connection with them. 1.4 Temporary Electricity A. Service Required: The City will provide temporary electric power throughout the construction period from the existing service. Contractor shall be responsible for connection. Contractor to provide power centers for miscellaneous tools and equipment used in the construction work, lighting for safe and adequate working conditions throughout site (at least 1/4 watts of incandescent lighting per square foot, with a socket voltage of at least 110 volts and using 100 - watt lamps minimum); power for construction building. B. Safety: The Contractor must provide and maintain lights and signs to prevent damage or injury and must illuminate all hazardous areas. Safety lights must be operational from dusk to dawn. C. Requirements of Regulatory Agencies: The Contractor must obtain permits as required by local government authorities, comply with the National Electrical Code, applicable local codes, and utility regulations. D. Use of Permanent System: The Contractor must regulate any part of the permanent electrical system that is used for construction purposes to prevent interference with safety and with the orderly progress of the work. The Contractor must leave permanent electrical services in a condition as good as new. E. Materials: The materials may be new or used in the temporary works but must be adequate in capacity for the purposes intended and must not create unsafe conditions or violate the requirements of applicable codes. At the Contractor's option, patented specialty materials may be used if UL -approved. F. Conductors: The Contractor must use wire, cable, or busses of appropriate type, sized in accordance with the National Electrical Code for the applied loads. Use only UL -approved wire. G. Equipment: In compliance with NEMA standards, the Contractor must provide an appropriate enclosure for the environment in which the equipment is used. H. Installation: The Contractor must provide all required facilities, including transformers, conductors, poles, conduits, raceways, fuses, switches, fixtures, and lamps, located to avoid interference with cranes and materials -handling equipment, storage areas, traffic areas, and work under other contracts. The Contractor must install all work to have a neat and orderly appearance and to make it structurally sound throughout. The Contractor must maintain it to give continuous CITY OF NEWPORT BEACH 01 5000 -1 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 5000 TEMPORARY FACILITIES AND CONTROLS service and to provide safe working conditions. The Contractor must modify the service as required by the progress of the job. Removal: The Contractor must remove all temporary equipment and materials upon completion of construction, repair all damage caused by the installation. and restore the area to satisfactory condition. 1.5 Temporary Water A. The City will provide and maintain a temporary water supply system for building purposes. 1.6 Sanitary Provisions A. The Contractor must keep in neat and sanitary condition existing facilities for conveniences and accommodations for the use of the construction personnel necessary to comply with the requirements and regulations of the local department of health and of other authorities having jurisdiction. 1.7 Approaches and Exits A. The Contractor must provide all necessary approaches and exits required to properly execute the work. PART 2 - PRODUCTS (Not used) PART 3 - EXECUTION (Not used) END OF SECTION CITY OF NEWPORT BEACH 01 5000-2 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 6000 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 Product Options and Substitutions A. Provide Products that comply with Contract Documents, which are undamaged and new at time of installation. B. Provide Products complete with accessories, trim, finish, safety guards, and other devices and details needed for complete installation and intended use and effect. 1.2 Product Delivery Requirements A. Transport and handle Products in accordance with manufacturer's instructions, using means and methods that will prevent damage, deterioration, and loss, including theft. B. Schedule Product delivery to minimize long-term storage at the Project sites and prevent overcrowding of construction spaces. C. Coordinate Product delivery with installation schedule to assure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. D. Deliver Products to Project site in undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. E. Promptly inspect shipments to ensure that Products comply with project requirements, quantities are correct, Products are undamaged, and properly protected. F. Provide equipment and personnel to handle Products by methods to prevent soiling, disfigurement, or damage. 1.3 Product Storage and Handling Requirements A. Store and protect Products in accordance with manufacturers' published instructions, with seals and labels intact and legible. B. Store Products subject to damage by elements above ground, under cover in weathertight enclosure, with ventilation adequate to prevent condensation. Maintain temperature and humidity within range required by manufacturer's published instructions. C. For exterior storage of fabricated Products, place on sloped supports, above ground. D. Provide off-site storage and protection when Project site does not permit on-site storage or protection. E. Cover Products subject to deterioration with impervious sheet covering. Provide ventilation to avoid condensation or potential degradation of Product. F. Store loose granular materials on solid flat surfaces in a well -drained area. Prevent mixing with foreign matter. G. Provide equipment and personnel to store Products by methods to prevent soiling, disfigurement, or damage. H. Arrange storage of Products to permit access for inspection. Periodically inspect to verify Products are undamaged and are maintained in acceptable condition. CITY OF NEWPORT BEACH 01 6000-1 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR PART 2 - PRODUCTS (Not used) PART 3 - EXECUTION (Not used) SECTION 01 6000 PRODUCT REQUIREMENTS END OF SECTION CITY OF NEWPORT BEACH 01 6000-2 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 7300 EXECUTION PART 1 - GENERAL 1.1 Layout of Work A. The Contractor must lay out its work to match existing or from City -established base lines and benchmarks as indicated on the drawings. The Contractor shall be responsible for all measurements based on them. The Contractor must furnish, at its own expense, all stakes, templates, platforms, equipment, tools, materials, and labor as may be required in laying out any part of the work from the base lines and benchmarks established by the City. The Contractor is responsible for the execution of the work to those lines and grades established or indicated by the Engineer. 1.2 Contractor's Temporary Use of Facilities and Equipment A. No new facilities or equipment intended for the permanent installation, including materials - handling vehicles, may be used for temporary purposes unless specified in the contract or unless the Contractor has the written permission of the Engineer. 1.3 Cleaning A. Cleaning During Construction: 1. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. 2. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space. 3. Broom and vacuum clean interior areas prior to start of surface finishing and continue cleaning to eliminate dust. 4. Collect and remove waste materials, debris, and rubbish from site as specified in the Environmental Compliance and Management Plan as required in Section 01 3543 - Environmental Procedures. B. Final Cleaning: 1. Use cleaning materials and agents recommended by manufacturer or fabricator of surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property, or that might damage finished surfaces. 2. Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit of Work to condition expected from a commercial building cleaning and maintenance program. Comply with manufacturer's published instructions. 3. Complete following cleaning operations before requesting the Engineer's inspection for Substantial Completion. a. Clean Project Site, yard, and grounds if applicable, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste materials, litter and foreign substances. Sweep paved areas broom clean. Remove petrol -chemical spills, stains, and other foreign deposits. Rake grounds that are neither planted nor paved, to a smooth even -textured surface. b. Remove tools, construction equipment, machinery, and surplus material from Project Site. C. Clean exposed exterior and interior hard -surfaced finishes to a dirt -free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition. CITY OF NEWPORT BEACH 01 7300-1 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 7300 EXECUTION d. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces. e. Broom clean concrete floors in unoccupied spaces. f. Provide final cleaning, waxing, and buffing of resilient tile, in accordance with manufacturer's requirements. g. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other substances that are noticeable vision -obscuring materials. Replace chipped or broken glass and other damaged transparent materials. Polish mirrors and glass, taking care not to scratch surfaces. h. Remove labels that are not permanent labels. i. Touch-up and otherwise repair and restore marred exposed finishes and surfaces. Replace finishes and surfaces that can not be satisfactorily repaired or restored, or that show evidence of repair or restoration. Do not paint over "UL" and similar labels, including mechanical and electrical name plates. j. Wipe surfaces of mechanical and electrical equipment, and other similar equipment. Remove excess lubrication, paint and mortar droppings and other foreign substances. k. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water exposure. I. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and grills. Clean ducts, blowers, and coils if units were operated without filters during construction. M. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency. Replace burned out bulbs, and defective and noisy starters in fluorescent and mercury vapor fixtures. n. Leave Project clean and ready for occupancy. 4. Remove temporary protection and facilities installed during construction to protect previously completed installations during remainder of construction. 5. Comply with governing regulations and safety standards for cleaning operations. Remove waste materials from Project Site and dispose of in accordance with requirements of local authorities having jurisdiction. a. Where extra materials of value remain after completion of construction have become City property, store these materials as directed by the Engineer. PART 2 - PRODUCTS (Not used) PART 3 - EXECUTION (Not used) END OF SECTION CITY OF NEWPORT BEACH 01 7300-2 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL PART1 GENERAL 1.1 SUMMARY A. Section includes: Procedures for achieving the most environmentally conscious Work feasible within the limits of the Construction Schedule, Contract Sum, and available materials, equipment, and products. 1. Participate in promoting efforts of the City to create an energy-efficient and environmentally -sensitive structure. 2. Use recycled -content, toxic -free, and environmentally -sensitive materials and equipment. 3. Use environmentally -sensitive procedures. a. Protect the environment, both on-site and off-site, during demolition and construction operations. b. Prevent environmental pollution and damage. C. Effect optimum control of solid wastes. B. Related Documents: The Contract Documents, as defined in Section 01 1000 - Summary of Work, apply to the Work of this Section. Additional requirements and information necessary to complete the Work of this Section may be found in other documents and prevailing City Ordinances. C. Related Sections: 1. Section 01 4000 - Quality Requirements: Contractor's Daily Report. 2. Section 01 5000 - Temporary Facilities and Controls: Temporary ventilation, progress cleaning and waste removal. 3. Section 01 6000 - Product Requirements: Substitutions. 4. Section 02 4119 — Selective Structure Demolition. 1.2 DEFINITIONS A. Adequate ventilation: Ventilation, including air circulation and air changes, required to cure materials, dissipate humidity, and prevent accumulation of dust fumes, vapors, or gases. B. Construction and demolition waste: Include solid wastes, such as building materials, packaging, rubbish, debris, and rubble resulting from construction, remodeling, repair, and demolition operations. 1. Rubbish: Includes both combustible and noncombustible wastes, such as paper, boxes, glass, crockery, metal and lumber scrap, metal cans, and bones. 2. Debris: Includes both combustible and noncombustible wastes, such as leaves and tree trimmings that result from construction or maintenance and repair work. C. Chemical waste: Includes petroleum products, bituminous materials, salts, acids, alkalis, herbicides, pesticides, organic chemicals, and inorganic wastes. D. Diversion: Redirection of waste ordinarily deposited in a municipal landfill to a recycling facility or to another destination for reuse. E. Environmental pollution and damage: The presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances; or degrade the utility of the environment for aesthetic, cultural, or historical purposes. F. Hazardous materials: Includes pesticides, biocides, and carcinogens as listed by recognized authorities, such as the Environmental Protection Agency (EPA) and the International Agency for Research on Cancer (IARC). CITY OF NEWPORT BEACH 01 7419-1 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL G. Interior final finishes: Materials and products that will be exposed at interior, occupied spaces; including flooring, wallcovering, finish carpentry, and ceilings. H. Municipal Solid Waste Landfill: A permitted facility that accepts solid, non -hazardous waste such as household, commercial, and industrial waste, including construction and demolition waste. I. Packaged dry products: Materials and products that are installed in dry form and are delivered to the site in manufacturer's packaging; including carpets, resilient flooring, ceiling tiles, and insulation. J. Sediment: Soil and other debris that has been eroded and transported by storm or well production runoff water. K. Sanitary wastes: 1. Garbage: Refuse and scraps resulting from preparation, cooking, distribution, or consumption of food. 2. Sewage: Domestic sanitary sewage. L. Wet products: Materials and products installed in wet form, including paints, sealants, adhesives, and special coatings. 3 SUBMITTALS A. Solid Waste Management and Environmental Protection Plan: Prepare and submit at the Preconstruction Meeting a Solid Waste Management and Environmental Protection Plan including, but not limited to, the following: 1. Procedures for Recycling/Re-Use Program in compliance with the City recycling code. 2. Schedule for application of interior finishes. 3. Revise and resubmit Solid Waste Management and Environmental Protection Plan as required by the City. a. Approval of the Contractor's Solid Waste Management and Environmental Protection Plan, will not relieve the Contractor of responsibility for adequate and continuing control of pollutants and other environmental protection measures. B. With each Contractor's Report as specified in Section 01 4000 — Quality Requirements, submit an updated Summary of Solid Waste Disposal and Diversion. Submit on form in Appendix A of this Section. Include manifests, weight tickets, receipts, and invoices specifically identifying the Project and waste material for: 1. Municipal Solid Waste Landfills. 2. Recycling/Reuse Facilities. C. With Record Submittals as specified in Section 01 7704 - Closeout Procedures and Training, submit the following: 1. Final Summary of Solid Waste Disposal and Diversion. Submit on form in Appendix A of this Section. 2. Resource Conservation and Recovery Act Project Summary. Submit on form in Appendix B of this Section. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 3.1 RECYCLING AND REUSE CITY OF NEWPORT BEACH 01 7419-2 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL A. Collection: Implement a recycling/reuse program that includes separate collection of waste materials of the following types as appropriate to local and regional recycling/reuse facilities: 1. Metal. a. Ferrous. b. Non-ferrous. 2. Wood. 3. Debris. 4 Concrete tiles. 5. Others as appropriate. B. Recycling/reuse centers: Contact governmental solid waste offices, Environmental Protection Agency (EPA) regional offices, and applicable non-profit organizations. 1. Metal. 2. Wood. 3. Debris. 4 Concrete tiles. 5. Others as appropriate. C. Handling: 1. Clean materials which are contaminated prior to placing in collection containers. Deliver materials free of dirt, adhesives, solvents, petroleum contamination, and other substances deleterious to recycling process. 2. Arrange for collection by or delivery to the appropriate recycling or reuse facility. D. Participate in re -use programs: identify local and regional re -use programs, including but not limited to non-profit organizations such as schools, local housing agencies, and public arts programs, that accept used materials. The following are examples for contractor's information only. 1. National materials exchange network, such as CAL -MAX a free service provided by various state and regional offices, designed to help businesses find markets for materials that traditionally would be discarded. The premise of the program is that material discarded by one business may be a resource for another business. a. Items and regions covered by materials exchange programs may vary. Contact the applicable regional materials exchange program. In California, contact CAL -MAX at (916) 255-2369. 2. Habitat For Humanity, a non-profit housing organization that rehabilitates and builds housing for low income families. a. Sites requiring donated materials vary. Contact the national hotline (800) HABITAT. E. Rebates, tax credits, and other savings obtained for recycled or re -used materials accrue to Contractor. 3.2 ENVIRONMENTAL CONTROLS A. Protection of natural resources: Preserve the natural resources within the Project boundaries and outside the limits of permanent Work performed under this Contract in their existing condition or restore to an equivalent or improved condition as approved by the Engineer, upon completion of the Work. 1. Confine demolition and construction activities to work area limits indicated on the Drawings and as directed by the Engineer. a. Temporary construction: As specified in Section 01 5000 - Temporary Facilities and Controls. b. Demolition and salvage operations: As specified in Section 02 4119 - Selective Structure Demolition. CITY OF NEWPORT BEACH 01 7419-3 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL C. Disposal operations for demolished and waste materials that are not identified to be salvaged, recycled or reused: 1) Remove debris, rubbish, and other waste materials resulting from demolition and construction operations, from site. 2) No burning permitted. 3) Transport materials with appropriate vehicles and dispose off-site to areas which are approved for disposal by governing authorities having jurisdiction. 4) Avoid spillage by covering and securing loads when hauling on or adjacent to public streets or highways. Remove spillage and sweep, wash, or otherwise clean project site, streets, or highways. 5) Comply with applicable regulations. 2. Water resources as follows: a. Comply with requirements of the National Pollutant Discharge Elimination System (NPDES) and the State Pollutant Discharge Elimination System (SPDES). b. Oily substances: Prevent oily or other hazardous substances from entering the ground, drainage areas, or local bodies of water. 1) Store and service construction equipment at areas designated for collection of oil wastes. C. Mosquito abatement: Prevent ponding of stagnant water conducive to mosquito breeding habitat. d. Prevent run-off from site during demolition and construction operations. 3. Land resources: Prior to construction, identify land resources to be preserved within the Work area. Do not remove, cut, deface, injure, or destroy land resources including trees, shrubs, vines, grasses, top soil, and land forms without permission from The City. 4. Air Resources: Prevent creation of dust, air pollution, and odors. a. Use water sprinkling, temporary enclosures, and other appropriate methods to limit dust and dirt rising and scattering in air to lowest practical level. 1) Do not use water when it may create hazardous or other adverse conditions such as flooding and pollution. b. Store volatile liquids, including fuels and solvents, in closed containers. C. Properly maintain equipment to reduce gaseous pollutant emissions. d. Interior final finishes: Schedule construction operations involving wet products prior to packaged dry products to the greatest extent possible in accordance with The City approved Solid Waste Management and Environmental Protection Plan. e. Temporary Ventilation: As specified in Section 01 5000 - Temporary Facilities and Controls, and as follows: 1) Provide adequate ventilation during and after installation of interior wet products and interior final finishes. 2) Provide adequate ventilation of packaged dry products prior to installation. Remove from packaging and ventilate in a secure, dry, well -ventilated space free from strong contaminant sources and residues. Provide a temperature range of 60 -degrees F minimum to 90 -degree F maximum continuously during the ventilation period. Do not ventilate within limits of Work unless otherwise approved by City Engineer. f. Pre -occupancy ventilation: After final completion and prior to initial occupancy, provide adequate ventilation for minimum 5 days. Pre -occupancy ventilation procedures: 1) Use supply air fans and ducts only; 2) Temporarily seal exhaust ducts; 3) Temporarily disable exhaust fans; 4) Provide exhaust through operable windows or temporary openings. 5) Provide temporary exhaust fans as required to pull exhaust air from deep interior locations. Stair towers may be used for exhausting air from the building during the temporary ventilation. CITY OF NEWPORT BEACH 01 7419-4 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 6) After pre -occupancy ventilation and prior to final testing and balancing of HVAC system, replace air filters and make HVAC system fully operational. 5. Fish and Wildlife Resources: Manage and control construction activities to minimize interference with, disturbance of, and damage to fish and wildlife. S. Noise Control: Perform demolition and construction operations to minimize noise. Perform noise producing work in less sensitive hours of the day or week as directed by the Engineer. a. Repetitive, high level impact noise will be permitted only between the hours permitted in the City Noise Ordinance. Do not exceed the limitations specified by OSHA. b. Provide equipment, sound -deadening devices, and take noise abatement measures that are necessary for compliance. END OF SECTION CITY OF NEWPORT BEACH 01 7419-5 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL Appendix A Project Name: Contractor Name: Contractor Address: SUMMARY OF SOLID WASTE DISPOSAL AND DIVERSION License Number: Solid Waste Material 11 Date Material Disposed/ Diverted Amount Disposed/ Diverted (ton or cu.yd) Municipal Solid Waste Facility (name, address, & phone number) Recycling/Reuse Facility (name, address, & phone number) Comments (if disposed, state why not diverted) Asphalt Concrete Metal Wood r Debris Glass Clay brick Paper/ Cardboard Plastic Gypsum Paint Carpet Other: Signature: Date: Appendix B RESOURCE CONSERVATION AND RECOVERY ACT - PROJECT SUMMARY Project Name: CITY OF NEWPORT BEACH 01 7419-6 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL Contractor Name: License Number: Contractor Address: 1.0 EPA GUIDELINE ITEMS A. Fly Ash: 1. Total dollar amount of concrete and cement provided for this project. 2. Total dollar amount of concrete and cement containing fly ash provided for this project. 3. Were there any technical impediments to increasing the amount of concrete and cement containing fly ash provided for this project? a. If yes, please explain. B. Building Insulation Products: 1. Total dollar amount of building insulation products provided for this project. 2. Total dollar amount of building insulation products containing recycled materials provided for this project. 3. Were there any technical impediments to increasing the amount of building insulation products containing recycled materials provided for this project? a. If yes, please explain. C. Carpet: 1. Total dollar amount of carpet provided for this project. $ 2. Total dollar amount of carpet containing recycled materials provided for this project. 3. Were there any technical impediments to increasing the amount of carpet containing recycled materials provided for this project? a. If yes, please explain. CITY OF NEWPORT BEACH 017419-7 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL D. Floor Tiles (resilient): 1. Total dollar amount of floor tile (resilient) provided for this project. 2. Total dollar amount of floor tile (resilient) containing recycled materials provided for this project. $ 3. Were there any technical impediments to increasing the amount of floor tile (resilient) containing recycled materials provided for this project? a. If yes, please explain. E. Floor Tiles (ceramic): 1. Total dollar amount of floor tile (ceramic) provided for this project. 2. Total dollar amount of floor tile (ceramic) containing recycled materials provided for this project. $ 3. Were there any technical impediments to increasing the amount of floor tile (ceramic) containing recycled materials provided for this project? a. If yes, please explain. F. Hydraulic Mulch: 1. Total dollar amount of hydraulic mulch provided for this project. 2. Total dollar amount of hydraulic mulch containing recycled materials provided for this project. 3. Were there any technical impediments to increasing the amount of hydraulic mulch containing recycled materials provided for this project? a. If yes, please explain. G. Compost: 1. Total dollar amount of compost provided for this project. $ 2. Total dollar amount of compost containing recycled materials provided for this project. 3. Were there any technical impediments to increasing the amount of hydraulic mulch containing recycled materials provided for this project? a. If yes, please explain. CITY OF NEWPORT BEACH 01 7419-8 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 2.0 SPECIFICATIONS NOT USED 3.0 SOLID WASTE PREVENTION A. Total dollar amount of solid waste disposed (landfill) for this project. B. Total weight of solid waste disposed (landfill) for this project. $ 4.0 RECYCLING A. Total dollar value of solid waste diverted from landfill and recycled or reused for this project. (Express as total dollar amount for solid waste disposal in landfill for equivalent type and amount of diverted waste.) B. Total weight of solid waste diverted from landfill and recycled or reused for this project. (Express as total weight for solid waste disposal in landfill for equivalent type and amount of diverted waste.) 5.0 COMMENTS A. Comments and suggestions for increasing amount of recycled materials used in construction materials. B. Comments and suggestions for improving solid waste prevention and recycling efforts during construction. Signature: Date: CITY OF NEWPORT BEACH 01 7419-9 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 02 4119 SELECTIVE STRUCTURE DEMOLITION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for demolition and removal of existing building elements. B. Related Documents: The Contract Documents, as defined in Section 01 1000 - Summary of Work, apply to the Work of this Section. Additional requirements and information necessary to complete the Work of this Section may be found in other documents. C. Related Sections: 1. Section 01 3543 - Environmental Procedures: Recycling and reuse of waste materials. 1.2 SYSTEM DESCRIPTION A. The extent of Selective Demolition Work is that Work necessary and required to facilitate the new construction indicated. B. Demolition shall be such that all construction, new and existing, can be performed, and completed in accordance with the construction documents. C. The contractor shall visit the project site and familiarize himself with the existing conditions and project requirements. D. Verify the scope of the Work under this Section including salvage material. The City will be responsible for removing all materials and equipment which the City wishes to salvage prior to the beginning of this Work. 1.3 QUALITY ASSURANCE A. Performance Criteria: 1. Requirements of Structural Work: Do not cut structural work in a manner resulting in a reduction of load -carrying capacity of load/deflection ratio. 2. Operational and Safety Limitations: Do not cut operational elements and safety-related components in a manner resulting in a reduction of capacities to perform in a manner intended or resulting in a decreased operational life, increased maintenance or decreased safety. 3. Visual Requirements: Do not cut work which is exposed on the exterior or exposed in occupied spaces of the building in a manner resulting in a reduction of visual qualities or resulting in substantial evidence of the demolition work judged by the Engineer to be cut and patched in a visually unsatisfactory manner. 4. Loading: Do not superimpose loads at any point upon existing structure beyond design capacity including loads attributable to materials, construction equipment, demolition operations and shoring and bracing. 5. Vibration: Do not use means, methods, techniques, or procedures which would induce vibration into any element of the structure. 6. Fire: Do not use means, methods, techniques, or procedures which would produce any fire hazard unless otherwise approved by the Engineer. 7. Water: Do not use means, methods, techniques, or procedures which would produce excessive water run-off, and water pollution. CITY OF NEWPORT BEACH 02 4119 -1 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 02 4119 SELECTIVE STRUCTURE DEMOLITION Air Pollution: Do not use means, methods, techniques, or procedures which would produce uncontrolled dust, fumes, or other damaging air pollution. 1.4 PROJECT SITE A. Indicated "Existing Construction" was obtained from existing drawings or other information which may not reflect actual conditions. The Contractor shall verify all existing conditions and notify the Engineer of discrepancies before proceeding with the Work. B. Perform the removal, cutting, drilling, etc., of existing work with extreme care, and using small tools in order not to jeopardize the structural integrity of the building. C. Occupancy: Contractor shall have full use of the facility during construction. D. Condition of Structure: The City assumes no responsibility for the actual condition of portions of the structure to be demolished. E. Partial removal: Items of salvageable value to the Contractor may be removed from the structure as the work progresses if not claimed by the City. Salvaged items must be transported from the site as they are removed. F. Protection: Make sure that the safe passage of persons around the area of demolition is maintained during the demolition operation. Conduct operations to prevent injury to adjacent buildings, structures, other facilities, and persons. 1.5 PROTECTION OF EXISTING CONSTRUCTION A. Provide temporary protection of existing construction (floors, roof, and walls) when adjoining new work and in traffic areas. B. Provide temporary construction, constructed of framing and plywood, to protect existing construction and surrounding surfaces from damage by movement of materials and personnel. C. The contractor is responsible for all damage to existing structure and shall replace or repair all areas of damage. D. Repair, replace, or rebuild existing construction as required or as directed which has been removed, altered, or disrupted to allow for new construction. Existing construction shall be corrected to match adjacent construction, new or existing. E. Perform cutting of existing concrete and masonry construction with saws and core drills. Do not use jackhammers or explosives. 1.6 SHORING AND BRACING A. Provide temporary shoring of existing construction to allow removal of existing structural elements. Maintain shoring until new structural elements are in place and accepted by the Engineer and City Inspector(s). CITY OF NEWPORT BEACH 024119-2 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 02 4119 SELECTIVE STRUCTURE DEMOLITION PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 EXAMINATION A. Section 01 7300 - Execution: Verification of existing conditions before starting work. B. Verification of Conditions: Verify that field measurements, surfaces, substrates, and conditions are as required, and ready to receive Work. C. Report in writing to the Engineer prevailing conditions that will adversely affect satisfactory execution of the Work of this Section. Do not proceed with Work until unsatisfactory conditions have been corrected and approved by the Engineer. D. By beginning Work, Contractor accepts conditions and assumes responsibility for correcting unsuitable conditions encountered at no additional cost to the City. 3.2 PREPARATION A. Temporary Support: Provide adequate temporary support for work to be cut to prevent failure. Do not endanger other work. B. Provide adequate protection of other work during selective demolition to prevent damage and provide protection of the work from adverse weather exposure. 3.3 PROCEDURE A. Employ only skilled tradesmen to perform selective demolition. B. Cut work by methods least likely to damage work to the retained and work adjoining. C. In general, where physical cutting action is required, cut work with sawing, and grinding tools, not with hammering and chopping tools. Core drill openings through concrete and masonry work. D. Patch with seams which are durable and as invisible as possible. Comply with specified tolerances for the work. E. Where selective demolition terminates at a surface or finish to remain, completely remove all traces of material selectively demolished, including mortar beds. Provide smooth, even, substrate transition. 3.4 POLLUTION CONTROLS A. Use temporary enclosures and other suitable methods to limit the amount of dust and dirt rising and scattering in the air to the lowest practical level. Comply with AQMD standards. B. Comply with governing authorities pertaining to environmental protection. 1. Protect natural resources as specified in Section 01 3543 - Environmental Procedures. CITY OF NEWPORT BEACH 024119-3 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 02 4119 SELECTIVE STRUCTURE DEMOLITION C. Clean adjacent portion of the structure and improvement of dust, dirt and debris caused by demolition operations, as directed by the Engineer and governing authorities. Return adjacent areas to its condition prior to the start of the work. 3.5 DISPOSAL OF DEMOLISHED MATERIALS A. Collect, recycle, reuse, and dispose of demolished materials as specified in Section 01 3543 - Environmental Procedures and as approved by the City in the Solid Waste Management and Environmental Protection Plan. 3.6 SCHEDULE OF SELECTIVE DEMOLITION A. Provide additional selective demolition as indicated and required by the Contract Documents and as required for indicated new construction. B. Items for demolition covered under the plans and these specifications include steel frame with wire, selective demolition, and as shown on drawings. C. Payment for items of work covered in the plans and Division 2 specification will be based on the lump sum bid price for building demolition and removals, no additional compensation will be allowed. END OF SECTION CITY OF NEWPORT BEACH 024119-4 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 05 5000 METAL FABRICATIONS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Decorative Metal Fencing & Gates 2. Sheet Metal B. Related Documents: The Contract Documents, as defined in Division 1 - Summary of Work, apply to the Work of this Section. Additional requirements and information necessary to complete the Work of this Section may be found in other Documents. 1.2 REFERENCES A. American Society for Testing and Materials (ASTM): 1. ASTM A123, "Zinc (Hot -Dip Galvanized) Coatings on Iron and Steel Products." 2. ASTM A153, "Zinc Coating (Hot -Dip) on Iron and Steel Hardware." 3. ASTM A307, "Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength." 4. ASTM A568, "Specification for General Requirements for Steel Sheet, Carbon, and High - Strength, Low Alloy Hot -Rolled and Cold Rolled." 5. ASTM A627, "Specification for Homogeneous Tool -Resisting Steel Bars for Security Applications. 6. ASTM A780, 'Practice for Repair of Damaged and Uncoated Areas of Hot -Dipped Galvanized Coatings." B. American Welding Society (AWS): 1. AWS D1.1 - Structural Welding Code. C. Steel Structures Painting Council Specification (SSPC): 1. Steel Structures Painting Manual. 1.3 SUBMITTALS A. Division 1 - Submittal Procedures: Procedures for submittals. 1. Product Data: a. Submit complete descriptive data for all stock items. 2. Shop Drawings: a. Prepare Shop Drawings under seal of professional structural engineer registered in state where Project is located for products requiring structural engineering. b. Include profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners and accessories, erection drawings, elevations, welded connections using standard AWS welding symbol with net weld lengths. C. Take field measurements prior to preparation of shop drawings and fabrication when possible. Allow for trimming and fitting whenever taking of field measurements before fabrication might delay construction. 1.4 DELIVERY, STORAGE, AND HANDLING A. Section 01 60 00 - Product Requirements: Transport, handle, store, and protect Products. CITY OF NEWPORT BEACH 055000-1 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 05 5000 METAL FABRICATIONS PART 2 - PRODUCTS 2.1 MATERIALS A. Steel plates, angles, and other structural shapes shall conform to ASTM A36. B. Steel pipe shall conform to ASTM A53, Grade B, Schedule 40. C. Galvanized steel pipe and tube shall conform to ASTM A53. D. Steel Tubing shall conform to ASTM A500. E. Sheet Steel Galvanized: ASTM A446. F. Sheet and Strip Steel Hot Rolled: ASTM A568. G. Welding Materials: AWS D1.1; type required for materials being welded. H. Stainless Steel Sheet: ASTM A 240/A 240M, type 304 with #4 finish. Anchors 1. Threaded Type Concrete Inserts: Galvanized malleable iron or cast steel capable of receiving 3/4 -inch diameter machine bolts. 2. Slotted Type Concrete Inserts: Welded box type fabricated with minimum 1/8 -inch -thick galvanized pressed steel plate with slot to receive 3/4 -inch diameter square head bolt and knockout cover. 3. Expansion Shield for Masonry Anchorage: FS FF -2-325. 4. Toggle Bolts: FS FF -B-588. J. Fasteners 1. Bolts, Nuts and Washers for Exterior Locations: ASTM A307, galvanized in accordance with ASTM A153. 2. Bolts, Nuts and Washers for Interior Locations: ASTM A307, Grade A, regular hexagon head. 3. Bolts, Round Head: ANSI B-18.5 4. Wood Screws, Flat Head Carbon Steel: ANSI B-18.6.1. 5. Plain Washers, Helical Spring Type Carbon Steel: FS FF -W-84. K. Primers: 1. Primer for Painting: One of following: a. Tnemec, Kansas City, MO, (816) 474-3400: No. 99 red primer. b. Chessman -Elliot Company: Ceco No. 15 Primox. C. Rowe Products, Inc.: No. 7-C-19. d. Section 01 60 00 — Product Requirements. Substitutions: Permitted. 2. Touch -Up Primer for Galvanized Surfaces: FS TT -P-641. 2.2 FABRICATION A. Fabricate steel items according to approved shop drawings and to applicable portions of AISC Specifications. Conceal welds where possible; grind exposed welds smooth and flush with adjacent finished surface. Ease exposed edges to small uniform radius. B. Pre -assemble products in shop to greatest extent possible. Disassemble units to extent necessary for shipping and handling. Clearly mark units for re -assemble and installation. CITY OF NEWPORT BEACH 055000-2 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 05 5000 METAL FABRICATIONS C. For exposed to view fabrications, use materials which are smooth and free of surface blemishes including pitting, seams marks, roller marks, roller trade names and roughness. Remove blemishes by grinding or by welding and grinding, prior to cleaning, treating and application of surface finishes including zinc coating. D. Fabricate items with joints tightly fitted and secured. E. Fit and shop assemble in largest practical sections for delivery to Project site. F. Exposed Mechanical Fastenings: Flush countersunk screws or bolts; unobtrusively located; consistent with design of structure, except where specifically noted otherwise. G. Make exposed joints butt tight, flush and hairline. H. Fabricate anchorage and related components of same material and finish as metal fabrication, unless indicated otherwise. 2.3 ROUGH HARDWARE A. Furnish bent or otherwise custom fabricated bolts, plates, anchors, hangers, dowels, and other miscellaneous steel and iron shapes as required for framing and supporting woodwork, and for anchoring or securing woodwork to concrete or other structures. Straight bolts and other stock rough hardware items are specified in Division 6 sections. B. Fabricate items to sizes, shapes, and dimensions required. Furnish malleable -iron washers for heads and nuts which bear on wood structural connections; elsewhere, furnish steel washers. 2.4 MISCELLANEOUS STEEL TRIM A. Provide shapes and sizes indicated for profiles shown. Unless otherwise indicated, fabricate units from structural steel shapes, plates, and steel bars, with continuously welded joints and smooth exposed edges. Use concealed field splices wherever possible. Provide cutouts, fittings, and anchorages as required for coordination of assembly and installation with other work. B. Galvanize miscellaneous framing and supports in the following locations: 1. Exterior locations. 2.5 FINISHES, GENERAL A. Comply with NAAMM "Metal Finishes Manual' for recommendations relative to application and designations of finishes. B. Finish metal fabrications after assembly. 2.6 STEEL AND IRON FINISHES A. Galvanizing: For those items indicated for galvanizing, apply zinc -coating by the hot -dip process compliance with the following requirements: 1. ASTM Al 53 for galvanizing iron and steel hardware. CITY OF NEWPORT BEACH 055000-3 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 05 5000 METAL FABRICATIONS 2. ASTM A123 for galvanizing both fabricated and unfabricated iron and steel products made of uncoated rolled, pressed, and forged shapes, plates, bars, and strip 0.0299 inch thick and heavier. B. Preparation for Shop Priming: Prepare uncoated ferrous metal surfaces to comply with minimum requirements indicated below for SSPC surface preparation specifications and environmental exposure conditions of installed metal fabrications: 1. Interiors (SSPC Zone 1A): SSPC-SP3 "Power Tool Cleaning": C. Apply shop primer to uncoated surfaces of metal fabrications, except those with galvanized finish or to be embedded in concrete, sprayed -on fireproofing, or masonry, unless otherwise indicated. Comply with requirements of SSPC-PA1 "Paint Application Specification No. 1" for shop painting. 2.7 SHOP PAINTING AND PROTECTIVE COATING A. Conform to Steel Structures Painting Council Specification 15-68T, Type 1, including preparation for painting. B. Hot -Dip galvanizing and zinc coatings applied on products fabricated from rolled, pressed, and forged steel shapes, plates, bars, and strips shall comply with ASTM Specification A123. Galvanized surfaces for which a shop coat of paint is specified shall be chemically treated to provide a bond for the paint. Except for bolts and nuts, all galvanizing shall be done after fabrication. C. Clean surfaces of rust, scale, grease, and foreign matter in accordance with SSPC SP -1 solvent cleaning, prior to finishing. Prepare surfaces for painting in accordance with SSPC-SP2 Hand Tool Cleaning, SSPC-SP3 Power Tool Cleaning or SSPC SP -7 Brush Off Blast Cleaning. D. Do not prime surfaces in direct contact bond with concrete or where field welding is required. E. Prime paint items scheduled with one coat. F. Protect aluminum surfaces in contact with steel with zinc chromate primer. PART 3 - EXECUTION 3.1 EXAMINATION A. Section 01 70 00 - Execution and Closeout Requirements: Verification of existing conditions before starting work. B. Verification of Conditions: Verify that field measurements, surfaces, substrates, and conditions are as required, and ready to receive Work. C. Report in writing to Project Manager prevailing conditions that will adversely affect satisfactory execution of the Work of this Section. Do not proceed with Work until unsatisfactory conditions have been corrected. D. By beginning Work, Contractor accepts conditions and assumes responsibility for correcting unsuitable conditions encountered at no additional cost to the City/Owner. CITY OF NEWPORT BEACH 055000-4 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 05 5000 METAL FABRICATIONS 3.2 PREPARATION A. Coordinate and furnish anchorages, setting drawings, diagrams, templates, instructions, and directions for installation of anchorages, including concrete inserts, sleeves, anchor bolts, and miscellaneous items having integral anchors that are to be embedded in concrete or masonry construction. Coordinate delivery of such items to project site. 3.3 INSTALLATION A. Fastening to In -Place Construction: Provide anchorage devices and fasteners where necessary for securing miscellaneous metal fabrications to in-place construction; include threaded fasteners for concrete and masonry inserts, toggle bolts, through -bolts, lag bolts, wood screws, and other connectors as required. B. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installation of miscellaneous metal fabrications. Set metal fabrication accurately in location, alignment, and elevation; with edges and surfaces level, plumb, true, and free of rack; and measured from established lines and levels. C. Provide temporary bracing or anchors in formwork for items that are to be built into concrete masonry or similar construction. D. Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be left as exposed joints but cannot be shop welded because of shipping size limitations. Do not weld, cut, or abrade the surfaces of exterior units which have been hot dip galvanized after fabrication, and are intended for bolted or screwed field connections. E. Field Welding: Comply with AWS Code for procedures of manual shielded metal -arc welding, appearance and quality of welds made, methods used in correcting welding work, and the following: 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. At exposed connections, finish exposed welds and surfaces smooth and blended so that no roughness shows after finishing and contour of welded surface matches those adjacent. 3.4 ADJUSTING AND CLEANING A. Touch -Up Painting: Immediately after erection, clean field welds, bolted connections, and abraded areas of shop paint, and paint exposed areas with same material as used for shop painting to comply with SSPC-PA 1 requirements for touch-up of field painted surfaces. 1. Apply by brush or spray to provide a minimum dry film thickness of 2.0 mils. B. For galvanized surfaces clean welds, bolted connections and abraded areas and apply galvanizing repair paint to comply with ASTM A780. END OF SECTION CITY OF NEWPORT BEACH 055000-5 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 07 6200 SHEET METAL FLASHING AND TRIM PART 1 - GENERAL 1.1 SECTION INCLUDES A. Furnishing and installing sheet metal flashing and trim where indicated. 1.2 RELATED SECTIONS A. Section 07 92 00: Joint Sealants 1.3 REFERENCES A. ASTM International (ASTM) 1. ASTM A167 — Stainless and Heat -Resisting Chromium -Nickel Steel Plate, Sheet, and Strip 2. ASTM A653 — Steel Sheet, Zinc -Coated (Galvanized) or Zinc -Iron Alloy - Coated (Galvannealed) by the Hot -Dip Process 3. ASTM A924 — General Requirements for Steel Sheet, Metallic Coated by the Hot -Dip Process 4. ASTM B29 — Refined Lead 5. ASTM B32 — Solder Metal 6. ASTM 8209 — Aluminum and Aluminum -Alloy Sheet and Plate 7. ASTM 8221 — Aluminum and Aluminum -Alloy Extruded Bars, Rods, Wires, Profiles, and Tubes B. American Welding Society (AWS) 1. AWS A5.22 - Flux Cored Corrosion -Resisting Chromium and Chromium - Nickel Steel Electrodes C. Federal Specifications (FS): 1. FSA -A -51145D— Flux, Soldering, Non -electronic, Paste and Liquid 2. FS SS -C-153 — Cement, Bituminous, Plastic D. Sheet Metal and Air Conditioning Contractors' National Association, Inc. (SMACNA): 1. SMACNA Architectural Sheet Metal Manual, latest edition E. Aluminum Association (AA): 1. DAF -45: Designation System for Aluminum Finishes 1.4 QUALITY ASSURANCE A. Comply with Project Quality Program Requirements (see 1.2 above). B. Manufacturer and Applicator/installerQualifications: 1. Manufacturer's Qualifications: Minimum of 5 years' experience in manufacturing of specified materials/products, with record of successful in-service performance. 2. Applicator/Installer Qualifications: Engage applicator/installer with minimum 5 years' experience in installation of materials/products similar in material, design, and to ex- tent CITY OF NEWPORT BEACH 076200-1 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 07 6200 SHEET METAL FLASHING AND TRIM indicated for this Project. a. Installer Certification: Obtain written certification from manufacturer, certifying that installer is approved by, licensed, or certified by manufacturer for installation of specified materials/products or systems. b. Provide list of minimum 5 projects similar in nature and size to that of this Project, where specified materials/products have been successfully installed/used. C. Coordinating and Scheduling: Take field measurements required for proper and adequate fabrication and installation of Work. 1. Coordinate sheet metal Work related to waterproofing and roofing Work with waterproofing and roofing installers. 1.5 SUBMITTALS A. Refer to Division 1 - Submittal Procedures, and Shop Drawings, Product Data, and Samples, for submittal requirements and procedures B. Product Data: Manufacturers product data, installation instructions and general recommendations for each fabricated product C. Shop Drawings: Fabrication and installation drawings for each item to be provided under this Section. 1. Include detailed drawings of fabricated items including reglets, counterflashing, gutters, downspouts, scuppers, conductor heads, splash pans, parapet coping, fascia, gravel stops and expansion/joint system. 1.6 DEFINITIONS A. VOC: Volatile Organic Compound, as defined in SCAQMD Rule 102 — Definition of Terms: 1. Any volatile compound of carbon, excluding methane, carbon monoxide, carbon dioxide, carbonic acid, metallic carbides or carbonates, ammonium carbonate, and exempt compounds. B. SCAQMD: South Coast Air Quality Management District. 1.7 DELIVERY, STORAGE, AND HANDLING A. Refer to Section 01 60 00 — Product Requirements: Storage and Handling, for general requirements for delivery, storage, and handling procedures B. Welding Electrodes: Store coated electrodes in containers at not less than 40'F above ambient temperature. PART 2 - PRODUCTS 2.1 SHEET METAL MATERIALS A. Galvanized Steel: ASTM A653 with G90 coating, structural quality, minimum 0.0299 -inch thickness (22 U.S. Standard Gage). CITY OF NEWPORT BEACH 076200-2 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 07 6200 SHEET METAL FLASHING AND TRIM 2.2 MISCELLANEOUS MATERIALS AND ACCESSORIES A. Solder: ASTM B32, 50-50 tin/lead solder with Rosin Flux, unless otherwise recommended by metal manufacturer. 1. Flux for Solder: FS A -A -51145D; Type I for galvanized steel, and Type II for stainless steel. B. Welding Electrodes: Comply with AWS requirements C. Fasteners: Same metal as flashing/sheet metal or other corrosion -resistant metal recommended by sheet manufacturer, compatible with items in contact. 1. Use stainless steel fasteners for dissimilar metals. 2. Use compatible washers where required to protect surfaces, allow adjustment or movement, and provide watertight connections 3. Nails: Case-hardened galvanized concrete nails or roofing nails in length and size required; use one -inch diameter tinned disks where required. 4. Rivets: 18-8 stainless steel 5. Sheet Metal Screws: Self tapping stainless steel with seal where required for watertight connection. 6. Match finish of exposed heads with material being fastened, except for stainless steel. D. Red Rosin Paper: Inorganic fiber coating both sides and weighing not less than four pounds per 100 square feet. E. Block Tin: Commercial tin consisting of clean tin solids with minimum 98 percent tin content; free of solders, foreign metals, and materials. F. Epoxy Seam Sealer: Two-part, non -corrosive metal seam cementing compound recommended by metal manufacturer for exterior/interior non-moving joints, including riveted joints G. Mastic Sealant: Polyisobutylene; non -hardening, non -skinning, non-drying, and non- migrating sealant. H. Elastomeric Sealant: Generic type recommended by manufacturer of metal and fabricator of components being sealed; comply with ASTM C920 and requirements of Section 07 92 00 — Joint Sealants I. Flashing Compound: Fibrated asphalt plastic cement conforming to FS SS -C-153 J. Metal Accessories: Corrosion -resistant sheet metal clips, straps, anchoring devices, and similar accessory units required for installation of Work, match or compatible with material being installed; size and gage required for performance. K. Isolation Material: Single component, inert -type, non -corrosive compound, free of asbestos fibers, sulfur components, and other deleterious impurities compounded for 15 mil dry film thickness per coat; VOC compliant. 1. Elasto-Deck BT manufactured by Pacific Polymers International, Inc., or equivalent products acceptable by architect. L. Backup Plates and Cover Plates: Same material and finish as flashing. M. Finishes for Exposed Aluminum: 1. Natural Anodized Finish: Clear anodized, Aluminum Association Designation AA- C22A41, Class I (minimum thickness of 0.7 mils), natural aluminum color, except CITY OF NEWPORT BEACH 076200-3 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 07 6200 SHEET METAL FLASHING AND TRIM where flashing is dark bronze at windows. Match bronze at these locations. 2. Natural Anodized Finish: Clear anodized, Aluminum Association Designation AA- C22A31, Class II (minimum thickness of 0.4 mils), natural aluminum color. a. Use aluminum alloy or austenitic (non-magnetic) stainless steel screws, nuts, washers, and bolts for fastenings in sheet aluminum; plated or coated materials will not be permitted. 2.3 FABRICATION A. Shop -fabricate Work to greatest extent possible. 1. Fabricate sheet metal Work in accordance with SMACNA "Architectural Sheet Metal Manual" unless otherwise indicated. 2. Fabricate for waterproof and weather -resistant performance; with expansion provisions. B. Seams: Fabricate non-moving seams with flat -lock seams. 1. Tin edges to be seamed, form seams, and solder. 2. Form aluminum seams with seam sealer; rivet joints. 2.4 PERFORMANCE A. Form exposed sheet metal work to fit substrates complying with material manufacturer instructions and recommendations, for forming material without excessive oil -canning, buckling and tool marks, true to line and levels indicated. B. Separations: Provide for separation of metal from non -compatible metal or corrosive substrates by coating concealed surfaces at locations of contact, with specified isolation material or other permanent separation as recommended by fabricator. C. Form sheet metal to dimensions and shapes required and indicated with molded and broken surfaces true and angles accurate. D. Form flat locked seams not subject to stress, 1/2 -inch -wide and flat locked seams subject to stress - one inch wide. E. Form lap expansion seams not less than four inches wide and fill with specified seam sealer. F. Cap flat seams in direction of flow where exposed to weather. G. Provide minimum 1/2 -inch hem at exposed edges of sheet metal. H. Provide minimum of one lap expansion seam in straight runs of four feet or more, not more than eight feet from corners, and not more than 16 feet on centers in straight runs. Align sheet metal expansion joints with expansion joints of other materials in proximity. 2.5 SHOP PAINTING A. Treat galvanized sheet metal surfaces which will be concealed in finished Work with approved water-based neutralizing solution or wash coat; apply one shop coat of approved organic or inorganic zinc -rich primer specified in Section 09 91 00 — Painting. PART 3 - EXECUTION CITY OF NEWPORT BEACH 076200-4 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 07 6200 SHEET METAL FLASHING AND TRIM 3.1 INSPECTION A. Inspect substrates and conditions under which metal flashing and trim will be installed 1. Do not proceed with installation until unsatisfactory conditions have been corrected B. Preparation: 1. Clean surfaces to be welded or soldered by abrading with steel wool or steel brushes 2. Apply flux to areas of steel to receive solder and hot dip in new block tin to prime metal. 3.2 INSTALLATION A. Install sheet metal straight and true, with miters and joints accurately fitted, exposed Work free of dents. 1. Reinforce corners and make seams waterproof. 2. Make provisions for expansion and contraction in sheet metal assemblies. 3. Securely anchor Work in place; conceal fasteners where practicable. B. Install sheet metal with continuous concealed clips of same gauge, in lengths not exceeding eight feet, spaced 1/8 inch apart for expansion, and fastened to structure not more than eight inches on centers. 1. Fold fastened edge of clips back over fasteners. C. Punch or drill and rivet, providing invisible rivets and seams, where multiple layers of metal occur. 1. Continuously solder or weld folded edges and wipe or grind smooth to provide texture to match surrounding metal. D. Fabricate flashing for corners of building, not less than four feet long in each direction. E. Minimum Radius of Brake in Sheet Metal: Twice metal thickness. F. Furnish and install reglets for flashing in forms for concrete and within other materials where indicated G. Secure flashing in reglets with not less than two 3/4 -inch lead wedges spaced not more than 24 inches on centers. 1. Apply sealant specified in Section 07 92 00 — Joint Sealants; cover wedges and provide weathertight joint. H. Apply red rosin paper as barrier between asphalt products and sheet metal as each piece of sheet metal is installed; lap not less than four inches and fasten to structure. I. Roof Penetrations: Furnish and install sleeves which have four -inch -wide flanges and ten inches high flared top counterflashing with 1/8 inch by 1 1/2 -inch draw band. J. Separate dissimilar metals with fiber spacers or specified isolation material. K. Welding: Perform welding with direct current, reverse polarity equipment utilizing minimum current to minimize distortion of metal. 1. Use start and run-off tabs to assure uniformity of weld terminations. 2. Chip and wire brush weld areas with stainless steel tools; remove flux and slag between welding passes and after final welding pass. CITY OF NEWPORT BEACH 076200-5 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 07 6200 SHEET METAL FLASHING AND TRIM 3. Grind and texture exposed welds to match surrounding metal. L. Soldering: Assemble tinned joints of sheet metal with tinned soldering coppers and solder; fill joint with molten solder; wipe joints free of excess solder. 1. Remove flux, rinse twice in hot, clean water and wipe dry. 2. Texture joints to match adjacent surfaces. END OF SECTION CITY OF NEWPORT BEACH 076200-6 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 07 9200 JOINT SEALANTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Preparing sealant substrate surfaces. 2. Sealant and backing. B. Related Documents: The Contract Documents, as defined in Section 01 1000 - Summary of Work, apply to the Work of this Section. Additional requirements and information necessary to complete the Work of this Section may be found in other documents. 1.2 REFERENCES A. American Society for Testing and Materials (ASTM): 1. ASTM C717 - Standard Terminology of Building Seals and Sealants. 2. ASTM C834 - Specification for Latex Sealants. 3. ASTM C920 - Specification for Elastomeric Joint Sealants. 4. ASTM D1056 - Flexible Cellular Material- Sponge or Expanded Rubber. B. Federal Specifications (FS): 1. FS SS -S-200 - Sealing Compounds, Two Component, Elastomeric, Polymer Type, Jet - Fuel Resistant, Cold Applied. 2. FS TT -S-1657 - Sealing Compound, Single Component Butyl Rubber Based Solvent Release Type (for Buildings and other Types of Construction). 1.3 SUBMITTALS A. Section 01 3300 — Submittal Procedures: Procedures for submittals. 1. Product Data: Product chemical characteristics, performance criteria, substrate preparation, limitations, and color availability. 1.4 DELIVERY, STORAGE AND HANDLING A. Section 01 6000 - Product Requirements: Transport, handle, store, and protect products. B. Deliver Products in manufacturer's original unopened containers or packages with labels intact, identifying product and manufacturer, date of manufacture, lot number, shelf life, curing time, and mixing instructions, where applicable. C. Store and handle materials to prevent deterioration or damage due to moisture, temperature changes, contaminants, or other causes. 1.5 PROJECT CONDITIONS OR SITE CONDITIONS A. Environmental Requirements: Install sealant during manufacturer's recommended temperature ranges and weather conditions for application and cure. Consult manufacturer when sealant cannot be applied during recommended conditions. CITY OF NEWPORT BEACH 0792000-1 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 07 9200 JOINT SEALANTS 1.6 WARRANTY A. Section 01 7704 - Closeout Procedures and Training: Procedures for closeout submittals. B. Warranty: 1. Submit written warranty signed by sealant manufacturer agreeing to replace sealants and accessories which fail because of loss of cohesion or adhesion or which do not cure. 2. Warranty Period: 5 years or longer per the manufacturers' standard warranties. PART 2 -PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with project requirements, manufacturers offering specified items which may be incorporated into the work include the following: 1. Bostik, Inc. 2. Dow Corning. 3. GE Silicones. 4. Mameco International. 5. W.R. Meadows, Inc. 6. Nomaco, Inc. 7. Pecora Corporation. 8. Sika Corporation. 9. Sonneborn Building Products Div. ChemRex, Inc. 10. Tremco. 11. USG Corp. 12. Or approved equal. 2.2 BUILDING SEALANTS (See Sealant Schedule at the end of this Section for specific use of sealants.) A. Urethanes: 1. Type 1: Two -Part Urethane: Self -Leveling, ASTM C920, Type M, Grade P, Class 25. a. Chem -Calk CC -550, by Bostik. b. Vulkem 245, by Mameco. C. Vulkem 255, Wide -Joint, by Mameco. d. NR -200 Urexpan, by Pecora Corporation. e. Or approved equal. 2. Type 2: Two -Part Urethane: Non -Sag, ASTM C920, Type M, Grade NS, Class 25. a. Chem -Calk 500, by Bostik. b. Vulkem 227, by Mameco. C. Sonolastic NP 2, by Sonneborn Building Products, ChemRex Inc. d. Or approved equal. 3. Type 3: One -Part Urethane: Self -Leveling, ASTM C920, Type S, Grade P, Class 25. a. Vulkem 45, by Mameco. b. Urexpan NR -201, by Pecora Corporation. C. Sonolastic SL1, by Sonneborn Building Products, ChemRex Inc. d. Sikaflex 1C -SL by Sika. e. Or approved equal. 4. Type 4: One -Part Urethane: Non -Sag, ASTM C920, Type S, Grade NS, Class 25. a. Chem -Calk 900, by Bostik. b. Vulkem 116, by Mameco. CITY OF NEWPORT BEACH 0792000-2 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 07 9200 JOINT SEALANTS C. Sonolastic NP I, by Sonneborn Building Products, ChemRex Inc. d. Or approved equal. B. Silicones: 1. Type 1: One -Part Silicones: ASTM C920, Type S, Grade NS, Class 50. a. 795 Silicone Building Sealant, by Dow Corning. b. 864 Architectural Silicone Sealant, by Pecora Corporation. C. Or approved equal. C. Acrylics, Latex: 1. Type 1: One -Part Acrylic Latex, Non -Sag, ASTM -C-834-76. a. Chem -Calk 600, by Bostik. b. LC -130, by MACCO Adhesives, The Glidden Company. C. Easa-ply ALS, by W. R. Meadows, Inc. d. AC-20+Silicone Acrylic Latex, by Pecora Corporation. e. Sonolac, Sonneborn Building Products, ChemRex Inc. f. Or approved equal. D. Bond Breaker Tape: Polyethylene tape of plastic as recommended by sealant manufacturer, to be applied to sealant -contact surfaces where bond to substrate of joint filler must be avoided for proper performance of sealant 2.3 COLORS A. Generally, use sealant colors matching color of material joint is located in. B. Where a joint occurs between two materials of differing colors and Contractor cannot determine which material to match, contact the Engineer for selection. 2.4 ACCESSORIES A. Joint Cleaner: Provide type of joint cleaning compound recommended by sealant manufacturer for joint surfaces to be cleaned. B. Primer: As recommended by sealant manufacturer. C. Masking tape and similar accessories to protect surfaces from damage. PART 3 - EXECUTION 3.1 EXAMINATION A. Section 01 7300 - Execution: Verification of existing conditions before starting work. B. Verification of Conditions: Verify that field measurements, surfaces, substrates, and conditions are as required, and ready to receive Work. 1. Verify that joint widths are in conformance with sealant manufacturer allowable limits. 2. Verify that contaminants capable of interfering with adhesion have been cleaned form joint and joint properly prepared. CITY OF NEWPORT BEACH 0792000-3 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 07 9200 JOINT SEALANTS C. Report in writing to the Engineer prevailing conditions that will adversely affect satisfactory execution of the Work of this Section. Do not proceed with Work until unsatisfactory conditions have been corrected. D. By beginning Work, Contractor accepts conditions and assumes responsibility for correcting unsuitable conditions encountered at no additional cost to the City. 3.2 PREPARATION A. Prepare and size joints in accordance with manufacturer's instructions. Clean substrates of dirt, laitance, dust, or mortar using solvent, abrasion, or sandblasting as recommended by manufacturer. Remove loose materials and foreign matter which might impair adhesion of sealant. B. Verify that joint backing and release tapes are compatible with sealant. Verify sealant is suitable for substrate. Verify that sealant is paintable if painted finish is indicated. C. Protect materials surrounding work of this Section from damage or disfiguration. 3.3 INSTALLATION A. Install sealant in accordance with manufacturer's published instructions. B. Prime or seal joint surfaces where recommended by sealant manufacturer. Do not allow primer or sealer to spill or migrate onto adjoining surfaces. C. Install backer rod and bond breaker tape where required by manufacturer. D. Install preformed compressible and non-compressible fillers in accordance with manufacturer's published instructions. E. Install sealants to depths recommended by sealant manufacturer in uniform, continuous ribbons free of air pockets, foreign embedded matter, ridges, and sags, "wetting" joint bond surfaces equally on both sides. Tool joints concave unless shown otherwise. Where horizontal joints are between a horizontal surface and a vertical surface, fill joint to form slight cove so that joint will not trap moisture and foreign matter. Dry tool joints. Do not use soap, water, or solvent to tool joints. 3.4 CURING A. Cure sealants in compliance with manufacturer's published instructions. 3.5 CLEANING A. Remove excess and spillage of sealants promptly as the work progresses, using materials and methods as recommended by sealant and substrate manufacturers. Clean adjoining surfaces to eliminate evidence of spillage without damage to adjoining surfaces or finishes. CITY OF NEWPORT BEACH 0792000-4 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 07 9200 JOINT SEALANTS 3.6 SEALANT SCHEDULE A. INTERIOR SEALANTS: 1. Seal interior perimeters of hollow metal frame openings. 2. For all the above interior joints: a. Sealant Urethane Type 2 b. Sealant Urethane Type 4 C. Sealant Silicone Type 1 (for prefinished materials only) B. EXTERIOR SEALANTS: 1. Exteriorjoints in horizontal wearing and non -wearing surfaces. a. Sealant No. Urethane Type 1 b. Sealant No. Urethane Type 3 C. Preformed Compressible & Non -Compressible Filler Type 1 2. Perimeters of exterior openings where frames and other penetrations meet exterior facade of building: precast concrete, brick, CMU, polymer reinforced concrete. a. Sealant Urethane Type 2 b. Sealant Silicone Type 1 (for prefinished materials only) Payment for items of work covered under Division 7 of the plans and these specifications shall be based on the lump sum bid pricing identified in the Bid Schedule. No additional compensation will be allowed. END OF SECTION CITY OF NEWPORT BEACH 0792000-5 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 09 9100 PAINTING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Surface preparation and field application of paints and finishes for interior and exterior surfaces. 2. Schedule of Items to be painted. 3. Exterior painting and finishing schedule. 4. Interior painting and finishing schedule. B. Related Documents: The Contract Documents, as defined in Summary of Work, apply to the Work of this Section. Additional requirements and information necessary to complete the Work of this Section may be found in other Documents. C. Related Sections: 1. Section 08 11 13 — Metal Doors and Frames. 2. Section 08 31 00 — Access Doors and Panels. 1.2 REFERENCES A. American Society for Testing and Materials (ASTM): 1. ASTM E 84 - Test Method for Surface Burning Characteristics of Building Materials. 1.3 SUBMITTALS A. Division 1 - Submittal Procedures: Procedures for submittals. 1. Product Data: Submit product data for each type of paint specified. a. Technical data sheets indicating manufacturer's catalog number, paint type description, and VOC content. b. Painting Schedule listing surfaces to be painted with cross reference to the specific painting and finishing system and application. Identify each paint material by manufacturer's catalog number and general classification. 2. Samples: Submit color brush -out sample for each paint color and sheen specified. a. Three samples on 8 1/2 -inch x 11 -inch card stock for color and sheen verification. b. Identify each sample by paint manufacturer, paint type, color, and sheen. 3. Assurance/Control Submittals: a. Test Reports: Submit manufacturer's Material Safety Data Sheets (MSDS) for each paint type proposed. 1.4 QUALITY ASSURANCE A. Regulatory Requirements: 1. Surface Burning Characteristics in Accordance with ASTM E-84 for Class I or A finish: a. Flame Spread (Non -Combustible Surfaces): Less than 25. b. Smoke Density (Non -Combustible Surfaces): Less than 450. 2. Provide paint and coating materials that conform to Federal, State, and Local restrictions for Volatile Organic Compounds (VOC) content. CITY OF NEWPORT BEACH 0991000-1 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 09 9100 PAINTING 1.5 DELIVERY, STORAGE AND HANDLING A. Section 01 60 00 - Product Requirements: Transport, handle, store, and protect products B. Deliver paint materials in sealed original labeled containers, bearing manufacturer's name, type of paint, brand name, lot number, brand code, coverage, surface preparation, drying time, cleanup requirements, color designation, and instructions for mixing and/or reducing. C. Store paint materials at minimum ambient temperature of 45 degrees F and a maximum of 90 degrees F, in ventilated area, and as required by manufacturer's published instructions. D. Prevent fire hazards and spontaneous combustion. 1.6 PROJECT CONDITIONS OR SITE CONDITIONS A. Environmental Requirements: 1. Apply paint finishes only when moisture content of surfaces is within manufacturer's acceptable ranges for type of finish being applied. 2. Surface temperatures or surrounding air temperature to be above 40 degrees F before applying alkyd finishes; above 45 degrees F for interior latex, and 50 degrees F for exterior latex work. Minimum for varnish and transparent finishes is 65 degrees F. 3. Provide continuous ventilation and heating facilities to maintain temperatures above 45 degrees F for 24 hours prior to, during and 48 hours after application of finishes. 4. Do not apply paint in areas where dust is being generated. 5. Provide lighting level in areas being painted of 80 -foot candles measured mid -height at substrate surface. 1.7 MAINTENANCE A. Section 01 70 00 — Execution and Closeout Requirements: Procedures for closeout submittals. B. Extra Materials: 1. Provide one gallon of each color, type and sheen to the Engineer. 2. Label each container with color, type, texture, room locations, in addition to the manufacturer's label. PART2-PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with project requirements, manufacturers offering specified items which may be incorporated in the work include the following: 1. Benjamin Moore and Company. 2. Dunn Edwards 3. Duron Paints and Wallcoverings. 4. Devoe (ICI). 5. Glidden (ICI). 6. Pittsburgh Paints. 7. Sherwin-Williams Company. 8. Or approved equal. CITY OF NEWPORT BEACH 0991000-2 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 09 9100 PAINTING B. Section 01 60 00 - Product Requirements: Product options and substitutions. Substitutions: permitted. 2.2 MATERIALS A. Paints.- 1. aints:1. Manufacturer's "Best Grade" for each type specified. 2. Ready -mixed; pigments fully ground maintaining a soft paste consistency, capable of readily and uniformly dispersing to a complete homogeneous mixture. 3. Providing good flowing and brushing properties and be capable of drying or curing free of streaks or sags. 4. VOC limits (g/L) for exterior and interior paint applications: a. Interior Wood — Transparent 1) Stain: 250 2) Varnish: 350 b. Interior Steel — Unprimed 1) Rust Prime Coat: 400 2) Top Coat — Non -Flat: 150 3) Top Coat — Gloss: 250 d. Interior Steel — Primed 1. Top Coat — Flat: 100 2. Top Coat — Non -Flat: 150 3. Top Coat — Gloss: 250 e. Interior Steel — Galvanized 1. Top Coat — Non -Flat: 150 2. Top Coat — Gloss: 250 C. Interior Plaster, Gypsum Board 1) Under Coat: 200 2) Top Coat - Flat: 100 3) Top Coat — Non -Flat: 150 4) Top Coat — Gloss: 250 d. Exterior- Steel -Shop Primed 1) Top Coat — Non -Flat: 150 2) Top Coat - Gloss: 250 e. Exterior- Steel - Galvanized 1) Primer Coat: 200 2) Top Coat - Non -Flat: 150 3) Top Coat - Gloss: 250 f. Exterior- Wood 1) One coat: E Z Prime Exterior Primer EXPR00 2) Two tinted coats: 100% Acrylic Evershield Semi -Gloss EVSH50 B. Primers and Undercoaters: Manufactured by same manufacturer as finish coat materials. C. Paint Accessory Materials: Linseed oil, shellac, turpentine and other materials not specifically indicated herein but required to achieve the finishes specified of high quality and approved manufacturer. 2.3 EXTERIOR PAINT SYSTEMS A. Benjamin Moore: 1. Ferrous Metal: Semi -Gloss, Water Base, Alkyd Primer/Acrylic Latex. CITY OF NEWPORT BEACH 0991000-3 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 09 9100 PAINTING a. Primer: M04 Acrylic Metal Primer; MDF 2.0 mils. b. Each Finish Coat: M29 DTM Acrylic Semi -Gloss; MDF 2.0 mils. 2. Galvanized Metal: Semi -Gloss, Water Base, Alkyd Primer/Acrylic Latex. a. Primer: M04 Acrylic Metal Primer; MDF 2.0 mils. b. Each Finish Coat: M29 DTM Acrylic Semi -Gloss; MDF 2.0 mils. B. Comex Group (Color Wheel/Frazee/Kwal/Parker) 1. Ferrous Metal: Semi -Gloss, Water Base, Alky Primer/Acrylic Latex. a. Primer: Ultra -Tech C309 Universal Water -Based Metal Primer, MDF 1.96 mils. b. Each Finish Coat: Ultra -Tech C218 (Southeast)/C229 (Southwest)/C206 (Midwest) Exterior 100% Acrylic Semi -Gloss Enamel, MDF 1.44 mils. 2. Galvanized Metal: Semi -Gloss, Water Base, Alkyd Primer/Acrylic Latex. a. Primer: Ultra -Tech C309 Universal Water -Based Metal Primer, MDF 1.96 mils. b. Each Finish Coat: Ultra -Tech C218 (Southeast)/C229 (Southwest)/C206 (Midwest) Exterior 100% Acrylic Semi -Gloss Enamel, MDF 1.44 mils. C. Duron: 1. Ferrous Metal: Semi -Gloss, Water Base, Alkyd Primer/Acrylic Latex. a. Primer: Dura Clad Universal Acrylic Metal Primer, 33-105; MDF 2.4 mils. (MPI xx, Approved) b. Each Finish Coat: Dura Clad DTM Acrylic Coating Gloss 95-30X, MDF 3.0 mils. (MPI 110-G6) 2. Galvanized Metal: Semi -Gloss, Water Base, Alkyd Primer/Acrylic Latex. a. Primer: Dura Clad Acrylic Galvanized Metal Primer, 33-100; MDF 1.4 mils. (MPI 134, Approved) b. Each Finish Coat: Dura Clad DTM Acrylic Coating Gloss 95-30X, MDF 3.0 mils. (MPI 110-G6) D. Devoe (ICI): 1. Ferrous Metal: Semi -Gloss, Water Base, Alkyd Primer/Acrylic Latex. a. Primer: Mirrolac W/B DTM Primer DP85XX. b. Each Finish Coat: Mirrolac W/B Semi -Gloss Enamel DP83XX. 2. Galvanized Metal: Semi -Gloss, Water Base, Alkyd Primer/Acrylic Latex. a. Primer: Mirrolac W/B DTM Primer, DP85XX. b. Each Finish Coat: Mirrolac W/B Semi -Gloss Enamel DP83XX. E. Dunn Edwards: 1. Ferrous Metal: Semi -Gloss, Water Base, Alkyd Primer/Acrylic Latex. a. Primer: BRPR00 Bloc -Rust Primer; W/B Alkyd MDF 2.0 mils. b. Each Finish Coat: SSHL50 Spartashield Semi -Gloss Acrylic, MDF 1.5 mils. 2. Galvanized Metal: Semi -Gloss, Water Base, Alkyd Primer/Acrylic Latex. a. Primer: ULGM00 Ultrashield Galvanized Metal Prime, 33-100; MDF 2.0 mils. b. Each Finish Coat: SSHL50 Spartashield Semi -Gloss Acrylic, MDF 1.5 mils. Pittsburgh: 1. Ferrous Metal: Semi -Gloss, Water Base, Alkyd Primer/Acrylic Latex. a. Primer: 90-709 DTM Interior/Exterior Primer; MDF 3.0 mils. b. Each Finish Coat: 90-474 Acrylic Enamel Satin; MDF 3.0 mils. 2. Galvanized Metal: Semi -Gloss, Water Base, Alkyd Primer/Acrylic Latex. Pretreat: SC ME -01 Krud Kutter Metal Cleaner and Etch a. Primer: 90-709 DTM Interior/Exterior Primer; MDF 3.0 mils. b. Each Finish Coat: 90-474 Acrylic Enamel Satin; MDF 3.0 mils. G. Sherwin-Williams: 1. Ferrous Metal: Semi -Gloss, Low VOC, Alkyd Primer/Acrylic Latex. CITY OF NEWPORT BEACH 0991000-4 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 09 9100 PAINTING a. Primer: Pro-Cryl Universal Water -Based Primer, B66-310, MDF 3.0 mils. b. Each Finish Coat: DTM Acrylic B66 Series; MDF 3.0 mils. Galvanized Metal: Semi -Gloss, Water Base, Alkyd Primer/Acrylic Latex. a. Primer: Pro-Cryl Universal Water Based Primer, B66-310, MDF 3.0 mils. b. Each Finish Coat: DTM Acrylic B66 Series; MDF 3.0 mils. H. Or approved equal. 2.4 INTERIOR PAINT SYSTEMS A. Benjamin Moore: 1. Wood: Satin, Water Base, Acrylic Latex. a. Primer: 253 Moorecraft Latex Enamel Undercoater and Primer Sealer; 2.0 mils. b. Each Finish Coat: Moorecraft Super -Hide Eggshell 286. 2. Ferrous Metal: Semi -Gloss, Water Base, Acrylic Latex. a. Primer: M04 Acrylic Metal Primer; MDF 2.0 mils. b. Each Finish Coat: 276 Moorecraft Acrylic Latex; MDF 1.5 mils. B. Comex Group (Color Wheel/Frazee/Kwal/Parker): 1. Wood: Satin, Water Base, Acrylic Latex. a. Primer: Ultra -Tech C312 Interior -Exterior 100% Acrylic Wood Primer; MDF 1.8 mils. b. Each Finish Coat: Ultra -Tech C141 Interior 100% Acrylic Low -Sheen Enamel; MDF 1.44 mils. 2. Ferrous Metal: Semi -Gloss, Water Base, Acrylic Latex. a. Primer: Ultra -Tech C309 Universal Water -Based Metal Primer; MDF 1.96 mils. b. Each Finish Coat: Ultra -Tech C119 Interior Latex Semi -Gloss Enamel; MDF 1.6 mils. C. Duron: 1. Wood: Satin, Water Base, Acrylic Latex. a. Primer: Interior Acrylic Enamel Undercoater 04-123; MDF 1.6mils. (MPI 50, Approved) b. Each Finish Coat: Ultra Deluxe Interior Acrylic Latex Eggshell (Low Sheen) Enamel 36 Series; MDF 1.4 mils. 2. Ferrous Metal: Semi -Gloss, Water Base, Acrylic Latex. a. Primer: Dura Clad Universal Acrylic Metal Primer, White 33-015; MDF x.x mils. (MPI 76, Approved) b. Each Finish Coat: Genesis Odor -Free Interior Latex Semi -Gloss Enamel, 83 - Series, MDF 1.5 mils. D. Devoe (ICI): 1. Wood: Satin, Water Base, Acrylic Latex. a. Primer: Wonder -Prime DR51701; MDF 1.5 mil. b. Each Finish Coat: Devflex 4216HP High Performance Waterborne Acrylic Semi - Gloss Enamel; MDF 1.5 mil. 2. Ferrous Metal: Semi -Gloss, Water Base, Acrylic Latex. a. Primer: Mirrolac W/B DTM Primer DP85XX; MDF 1.5 mil. b. Each Finish Coat: Mirrolac W/B Semi -Gloss DP83XX. E. Dunn Edwards: 1. Wood: Satin, Water Base, Acrylic Latex. a. Primer: UGSL00 Ultra -Grip Select Multi -Surface Primer; MDF 2.0 mils. CITY OF NEWPORT BEACH 0991000-5 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 09 9100 PAINTING b. Each Finish Coat: SWLL40 Spartawall Zero VOC Low Sheen Acrylic Enamel; MDF 1.5 mils. 2. Ferrous Metal: Semi -Gloss, Water Base, Acrylic Latex. a. Primer: BRPR00 Bloc Rust Prime W/B Alkyd Metal Primer; MDF 2.0 mils. b. Each Finish Coat: SWLL50 Spartawall Zero VOC, Semi -Gloss Enamel; MDF 1.5 mils. F. Glidden (ICI): 1. Wood: Satin, Water Base, Acrylic Latex. a. Primer: Prime Interior 100% Acrylic Multi -Purpose Latex Stain Killer, PC 1000; MDF 1.5 mil. b. Each Finish Coat: Devflex 4216 HP High Performance Waterborne Acrylic Semi - Gloss Enamel; MDF 1.5 mil. 2. Ferrous Metal: Semi -Gloss, Water Base, Acrylic Latex. a. Primer: Devflex 4020 PF Direct to Metal Primer & Flat Finish; MDF 1.5 mil. b. Each Finish Coat: Devflex 4216 HP High Performance Waterborne Acrylic Semi - Gloss Enamel; MDF 1.5 mil. G. Pittsburgh: 1. Wood: Satin, Water Base, Acrylic Latex. a. Primer: 6-855 Interior Water Base Undercoater; MDF 1.5 mils. b. Each Finish Coat: 90-474 DTM Acrylic Satin; MDF 1.5 mils. 2. Ferrous Metal: Semi -Gloss, Water Base, Acrylic Latex. a. Each Finish Coat: 90-474 DTM Acrylic Satin; MDF 1.5 mils. H. Sherwin Williams: 1. Wood: Semi -Gloss, Water Base, Acrylic Latex. a. Primer: PrepRite Classic Primer, B28W101, MDF 1.6 mils. b. Each Finish Coat: ProClassic Waterborne S -G, MDF 1.4 mils. 2. Ferrous Metal: Semi -Gloss, Water Base, Acrylic Latex. a. Primer: Pro-Cryl Universal Water Based Primer, B66-310, MDF 3.0 mils. b. Each Finish Coat: DTM Acrylic S -G, B66W200; MDF 3.0 mils. Or approved equal. PART 3 - EXECUTION 3.1 EXAMINATION A. Section 01 70 00 — Execution and Closeout Requirements: Verification of existing conditions before starting work. B. Verification of Conditions: Verify that field measurements, surfaces, substrates and conditions are as required, and ready to receive Work. C. Report in writing to the Engineer prevailing conditions that will adversely affect satisfactory execution of the Work of this Section. Do not proceed with Work until unsatisfactory conditions have been corrected and approved by the Engineer. D. By beginning Work, Contractor accepts conditions and assumes responsibility for correcting unsuitable conditions encountered at no additional cost to the City. CITY OF NEWPORT BEACH 0991000-6 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 09 9100 PAINTING 3.2 PREPARATION A. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, and conditions otherwise detrimental to formation of a durable paint film. B. Perform preparation and cleaning procedures in accordance with paint manufacturer's published instructions for each particular substrate condition. 1. Provide barrier coats over incompatible primers or remove and reprime as required. 2. Remove hardware, hardware accessories, machined surfaces, plates, lighting fixtures, and similar items in place and not to be painted or provide surface applied protection prior to surface preparation and painting operations. Reinstall all removed items after completion of paint work. 3. Clean surfaces to be painted before applying paint of surface treatment. Remove oil and grease prior to mechanical cleaning. C. Ferrous Metals: Clean ferrous surfaces that are not galvanized or shop -coated, of oil, grease, dirt, loose mill scale and other foreign substances by solvent or mechanical cleaning. 1. Touch-up shop -applied prime coats, where damaged or bare. Clean and touch-up with same type shop primer. D. Galvanized Surfaces: Clean free of oil and surface contaminants with non -petroleum-based solvent. Apply coat of etching primer if required by paint manufacturer. E. Cementitious Materials: Prepare cementitious surfaces to be painted by removing efflorescence, chalk, dust, dirt, grease, oils, and by roughening as required to remove glaze. 1. Determine alkalinity and moisture content of surfaces to be painted by performing appropriate tests. a. If surfaces are found to be sufficiently alkaline to cause blistering and burning of finish paint, correct condition before application of paint. 2. Do not paint over surfaces where moisture content exceeds that permitted in manufacturer's printed instructions. F. Wood: Clean wood surfaces to be painted of dirt, oil, and other foreign substances with scrapers, mineral spirits, and sandpaper, as required. Sandpaper smooth those finished surfaces exposed to view, and dust off. Scrape and clean small, dry, seasoned knots and apply a thin coat of white shellac or other recommended knot sealer, before application of priming coat. After priming, fill holes, and imperfections in finish surfaces with putty or plastic wood -filler. Sandpaper smooth when dried. 1. Prime, stain, or seal wood required to be job -painted immediately upon delivery to job. Prime edges, ends faces, undersides, and backsides of such wood, including cabinets and counters. 2. Seal tops, bottoms, and cut-outs with a heavy coat of varnish or equivalent sealer immediately upon delivery to job. G. Gypsum Board: Fill minor defects with filler compound. Spot prime defects after repair. 3.3 APPLICATION A. Apply paint products in accordance with manufacturer's published instructions using application procedures approved for the particular application and substrate to the specified Minimum Dry Film Thickness (MDF). Apply each coat to uniform finish. B. Apply each coat slightly darker than preceding coat unless otherwise approved by the Engineer. Sand lightly between coats to achieve specified finish. CITY OF NEWPORT BEACH 0991000-7 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 09 9100 PAINTING C. Do not apply finishes on surfaces that are not dry. D. Number of coats and film thickness required is same regardless of application method. Do not apply succeeding coats until the previous coat has cured as recommended by the manufacturer. E. Apply additional coats when undercoats, stains, or other conditions show through final coat until paint film is of uniform finish, color, and appearance. Surfaces, including edges, corners, crevices, welds, and exposed fasteners to receive minimum dry film thickness equivalent to that of flat surfaces. F. Minimum Coating Thickness: Apply materials at not less than manufacturer's recommended spreading rate. Provide minimum dry film thickness (MDF) of the entire coating system as indicated in Painting and Finishing Schedule at end of this Section. G. Block Fillers: Apply block fillers to concrete masonry units at rate to provide complete coverage with pores filled. H. Prime Coats: Before application of finish coats, apply a prime coat of material as recommended by manufacturer to material scheduled to be painted or finished that has not been shop primed. Recoat primed and sealed surfaces where evidence of suction spots or unsealed areas in first coat appears, to assure a finish coat with no burn through or other defects due to insufficient sealing. Pigmented (Opaque) Finishes: Completely cover to provide an opaque, smooth surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting, laps, brush marks, runs, sags, or other surface imperfections will not be acceptable. J. Hollow Metal Doors: Paint each door edge. K. Completed Work: Match the Engineer's approved field samples for color and sheen. 3.4 FIELD QUALITY CONTROL A. Section 01 40 00 - Quality Requirements: Field testing and inspection. B. Inspect painting and coating application for scheduled material, color, sheen, specified thickness (MDF), and coverage. 3.5 CLEANING A. As work proceeds and upon completion, promptly remove paint where spilled, splashed, or spattered. B. During progress of work keep premises free from any unnecessary accumulation of tools, equipment, surplus materials, and debris. C. Collect waste, cloths, and material which may constitute a fire hazard, place in closed metal containers and remove daily from site. D. Upon completion of work leave premises neat and clean. CITY OF NEWPORT BEACH 0991000-8 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 09 9100 PAINTING 3.6 PROTECTION A. Protect other surfaces from paint and damage. Repair damage as a result of inadequate or unsuitable protection. 3.7 COLOR SCHEDULE — See Drawings 3.8 SCHEDULE OF ITEMS TO BE PAINTED A. Painted finishes shall be provided for, but not limited to, the following items. Refer to Drawings and Paint Color Schedule at end of this Section for designated finishes and colors of areas. 1. Exterior: a. Metals. b. Exterior Wood. C. Exterior Stucco. 2. Interior: All interior surfaces as scheduled on Drawings including, but not limited to: a. Gypsum wallboard. b. Hollow metal frames. C. Wood Doors. B. Do not paint the following items: 1. Pre -finished items a. Aluminum, brass, bronze, stainless steel, and chrome plated steel. b. Pre -finished items, such as toilet compartments, acoustical ceiling materials, mechanical, and electrical equipment. c. UL, FM, and other code -required labels. d. Equipment identification, performance rating, and name plates. e. Finish hardware. f. Factory finished metal wall panels, metal wall panel trim, and metal gravel stops. 2. Exposed items: a. Exposed mechanical ductwork, hangers, and supports. b. Exposed piping and conduit, hangers and supports. c. Exposed fire protection piping, hangers and supports. d. Exposed roof structure. e. Exposed roof deck. 3.9 PAINTING AND FINISHING SCHEDULE A. Interior Paint Systems: 1. Interior Wood (painted): a. 1 coat Enamel Undercoat b. 2 coats Alkyd Semi -Satin Enamel Ferrous Metals a. Touch up Prime Coat. b. Two tinted coats of Alkyd Enamel Semi -Gloss. B. Exterior Paint Systems: 1. Galvanized Metal: a. Touch up Metal Prime Coat. b. Two tinted coats Exterior Alkyd Enamel Semi -Gloss. CITY OF NEWPORT BEACH 0991000-9 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR SECTION 09 9100 PAINTING 2. Ferrous Metals: a. Touch up Metal Prime Coat. b. Two tinted coats Exterior Alkyd Enamel Semi -Gloss. 3. Exterior Wood a. One coat Exterior Primer. b. Two tinted coats of 100% Acrylic Semi -Gloss Enamel. END OF SECTION CITY OF NEWPORT BEACH 0991000-10 Drawing No. B -5283-S BALBOA PIER RESTROOM RESTROOM REPAIR TECHNICAL SPECIFICATIONS (CHANNEL PLACE PARK RESTROOM) NEWPORT BEACH CONTRACT DOCUMENTS FOR CHANNEL PLACE PARK RESTROOM REPAIR/REMODEL January 2021 Prepared by: BOA Architecture 1511 Cota Avenue, Long Beach, California 90813 (562)912-7900 Document 000101 PROJECT TITLE PAGE Title CITY OF NEWPORT BEACH CHANNEL PLACE PARK RESTROOM REPAIR/REMODEL Client Agency CITY OF NEWPORT BEACH 100 CIVIC CENTER DRIVE NEWPORT BEACH, CA 92660 CONTACT: Tom Sandefur P: (949) 644-3321 E: TSANDERFUR@NEWPORTBEACHCA.GOV Location 4400 Channel Place, Newport Beach, CA 92663 Project Manager Tom Sandefur, PE Assistant City Engineer 100 Civic Center Drive Newport Beach, CA 92660 Consultant Edward Lok Ng, Architect BOA Architecture 1511 Cota Avenue Long Beach, CA 90813 Tel: 562-912-7900 Tel: 310-832-2681 CITY OF NEWPORT BEACH 000101 -1 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR DOCUMENT 000102 TABLE OF CONTENTS INTRODUCTORY INFORMATION Document 0000 02 - Project Title Page Document 0000 03 - Table of Contents SCHEDULE, CLAUSES AND ATTACHMENTS, AND SOLICITATION REQUIREMENTS Issued separately by the City SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS Section 01 1000 - Summary of Work Section 01 2976 - Progress Payment Procedures Section 01 3300 - Submittal Procedures Section 01 3543 - Environmental Procedures Section 01 4000 - Quality Requirements Section 01 5000 - Temporary Facilities and Controls Section 01 6000 - Product Requirements Section 01 7300 - Execution Section 01 7419 - Construction Waste Management and Disposal Section 01 7704 - Closeout Procedures and Training DIVISION 2 — EXISTING CONDITIONS Section 02 4100 - Roof Removal and Substrate Section 02 4119 - Selective Structure Demolition DIVISION 3 — CONCRETE (Not Used) DIVISION 4 — MASONRY (Not Used) DIVISION 5 — METALS Section 05 5000 - Metal Fabrication DIVISION 6 — WOOD, PLASTICS, AND COMPOSITES Section 06 1000 - Rough Carpentry DIVISION 7 - THERMAL AND MOISTURE PROTECTION Section 07 0150 - Preparation for Re -Roofing Section 07 1000 - Damproofing Section 07 4000 - Metal Roof Panels Section 07 6000 - Flashing and Sheet Metal Section 07 9200 - Joint Sealants DIVISION 8 - OPENINGS (Not Used) CITY OF NEWPORT BEACH 000102-1 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR DOCUMENT 000102 TABLE OF CONTENTS DIVISION 9 — FINISHES Section 09 3000 - Tile Section 09 9100 - Painting DIVISION 10 -SPECIALTIES Section 10 1400 - Signage Section 10 2125 - Toilet Compartments Section 10 2813 - Toilet Accessories DIVISION 11 — EQUIPMENT (Not Used) DIVISION 12 — FURNISHINGS (Not Used) DIVISION 13 - SPECIAL CONSTRUCTION (Not Used) DIVISION 14 - CONVEYING EQUIPMENT (Not Used) DIVISION 21 — FIRE SUPPRESSION (Not Used) DIVISION 22 — PLUMBING Section 22 0500 - Plumbing Section 22 4000 - Plumbing Fixtures DIVISION 23 — HEATING, VENTILATING, AND AIR CONDITIONING (Not Used) DIVISION 25 — INTEGRATED AUTOMATION (Not Used) DIVISION 26 — ELECTRICAL (Not Used) DIVISION 27 — COMMUNICATIONS (Not Used) DIVISION 28 — ELECTRONIC SAFETY AND SECURITY (Not Used) DIVISION 31 — EARTHWORK (Not Used) DIVISION 32 — EXTERIOR IMPROVEMENTS (Not Used) DIVISION 33 — UTILITIES (Not Used) END OF DOCUMENT CITY OF NEWPORT BEACH 000102-2 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 1000 SUMMARY OF WORK GENERAL 1.1 SCOPE A. The Contractor shall provide all materials, labor, tools, plant, supplies, equipment, transportation, superintendence, temporary construction of every nature, and all other services and facilities necessary to complete the construction of the restroom facilities, including all incidental work described in the contract documents. B. The scope of work is contained in the contract documents. C. The scope of work includes, but is not limited to the following: 1. Interior work: Renovation of existing Men's & Women's restroom reconfiguration facilities for accessibility Compliance. Replacement of partitions, accessories, lavatories, urinals, and water closets to be scrub & clean. New paint at walls and ceilings. New epoxy floors with cove base tile. 2. Exterior work: Patch/repair exposed wood beams, new copper sheet metal caps over exposed wood, paint exterior wood beams and fascia. New metal roof above both restrooms entries and new copper sheet metal awning at roof fascia. 3. Renovation of areas adjacent to restrooms as shown on the drawings. D. All work shall be in accordance with applicable codes and local regulations that may apply. In case of conflict in or between the Contract Documents and a governing code or ordinance, the more stringent standard shall apply. 1.2 MISCELLANEOUS CONTRACT EXPENSES A. The Contractor must include in its bid the cost fees or charges payable to State, local, or special community development agencies unless otherwise stated in the General Requirements. Contractor will not be required to obtain building permits from the City's Building Department as this is a City Public Works Project. PART 2 - PRODUCTS (Not used) PART 3 - EXECUTIONI (Not used) END OF SECTION CITY OF NEWPORT BEACH 01 1000 -1 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 2976 PROGRESS PAYMENT PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. This Section specifies administrative and procedural requirements for a certified Application for Payment. 1. Coordinate the certified Schedule of Values and certified Application for Payment with, but not limited to, the Construction Schedule, submittal log, and list of Subcontractors. 1.2 RELATED REQUIREMENTS: A. Section 01 33 00 — Submittal Procedures. B. Section 01 77 04 — Closeout Procedures and Training. PART 2 - PRODUCTS (Not used) PART 3 - EXECUTION 3.01 APPLICATION FOR PAYMENT A. Each certified Application for Payment shall be consistent with previous applications and payments as reviewed by Engineer, paid for by City, and: 1. The initial Application for Payment and Final Application for Payment at time of Substantial Completion involve additional requirements. B. Payment Application Times: The period of Work covered by each Application for Payment is payment date for each progress payment as specified in the General Conditions. The period covered by each Application for Payment is previous month. C. Payment Application Forms: Use City provided forms for the Application for Payment. D. Application Preparation: Complete every entry on the form. Include execution by a person authorized to sign legal documents on behalf of General Contractor. Engineer will return incomplete applications without action. E. Transmittal: Submit a minimum of four signed and original copies of each certified Application for Payment to Engineer. All copies shall be complete, including releases and similar attachments. Transmit each copy with a transmittal form listing attachments and recording appropriate information related to the application, in a manner acceptable to Engineer. F. Initial Application for Payment within 60 days of issuance of Notice to Proceed: Administrative actions and submittals, that must precede or coincide with submittal for first certified Application for Payment include, but are not limited to, the following: 1. Certified Schedule of Values. 2. Performance and payment bonds. 3. List of principal suppliers and fabricators. 4. Worker Compensation certificates, if applicable. 5. Auto Insurance, if applicable. CITY OF NEWPORT BEACH 012976-1 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 2976 PROGRESS PAYMENT PROCEDURES 6. Hazardous Material Insurance Certificates, if applicable. 7. Construction Schedule. 8. Submittal Schedule. 9. Emergency Contact List. 10. Copies of authorizations and licenses from governing authorities for performance of Work. 11. Certified Payroll (Submitted directly to Labor Compliance in electronic format as specified by City including hard copy). G. Applications for Payment: Administrative actions and submittals that must precede or coincide with submittal of Progress Applications for Payment include, but are not limited to, the following: 1. Certified Payroll (submitted directly to Labor Compliance in electronic format as specified by City including hard copy). 2. Updated and current Project Record Drawings (as -built). 3. Monthly Construction Schedule (updated, submitted and approved). 4. Approved Schedule of Values. 5. List of Subcontractors (Payments Summary). H. Final Application for Payment at Substantial Completion: Following Engineer issuance of certificate of Substantial Completion, submit an Application for Payment: 1. Administrative actions, submittals and/or Work that shall precede or coincide with this application include: a. Occupancy permits and similar approvals by authorities having legal jurisdiction over Work. b. Removal of temporary facilities and services. c. Testing, adjusting and balance records. d. Removal of surplus materials, rubbish, and similar elements. e. Meter readings. f. Start-up performance reports. g. City personnel training and orientations. h. Operating and maintenance instruction manuals. i. Preliminary Warranties, guarantees and maintenance agreements. j. Delivery of extra materials, products and or stock. k. Change over information related to City occupancy, use, operation, and maintenance. I. Final cleaning. m. Ensure that Work is completed. n. Advise on shifting insurance coverage. o. List of defective Work, recognized as exceptions to certificate of Substantial Completion. p. Change of door locks, including keys, to City system. q. Certified Payroll (submitted directly to Labor Compliance in electronic format as specified by the City including hard copy). r. Certification that all benefit contributions due and owing to appropriate union trusts has been paid by General Contractor and Subcontractors, as specified by the Project Stabilization Agreement (PSA) and Article 6.49 of the General Conditions. s. Waivers and releases for General Contractor. Payment amount to be based on actual quantities of work completed and unit bid prices. Total bid item quantities completed x unit bid price. END OF SECTION CITY OF NEWPORT BEACH 01 2976-2 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 3300 SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 Schedule of Submittals A. Within 30 days after receiving a Notice to Proceed, the Contractor must submit a Schedule of Submittals and the construction schedule, in the format indicated below, in duplicate, listing all items that must be furnished for review and approval by the Engineer. The schedule must indicate the type of items (such as sample, shop drawings, catalog cut, and so forth) and include the scheduled dates of submittal. In preparing the schedule, please allow 10 working for review and approval and possible resubmittal. Also, the schedule must be coordinated with the approved construction progress chart. The Contractor must revise and/or update the schedule monthly. Such revised schedules must be submitted to the Engineer for approval. B. Within 30 days after receiving a Notice to Proceed, the Contractor must complete and submit to the Engineer a listing of all subcontractors, including subcontractor name, address, telephone number, fax number and email address. Include an updated list with each progress payment request. C. Schedule of Submittals Format Project Contract No. Project Description Spec. Section Spec. Paragraph Description Number *Submittal Type Date Action Taken Assigned Number Submittal Returned *Submittal Type: C — Certificate S — Sample SD — Shop Drawing 1.2 Shop Drawings and Related Data CD — Catalog Data PL — Spare Parts List MM — Maintenance Manual A. Prior to submittal, the Contractor must stamp and sign the submittal to indicate that it is in accordance with the contract documents without deviation and has been reviewed and approved by the Contractor. All submittals to be prepared in PDF version and emailed to the design team. The Contractor must make any corrections required by the Engineer. If the Contractor considers any correction indicated on the drawings to constitute a change to the contract drawings or specifications, notice must be given to the Engineer. The approval of the drawings by the CITY OF NEWPORT BEACH 01 3300-1 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 3300 SUBMITTAL PROCEDURES Engineer must not be construed as a complete check but indicates only that the submittal appears to comply with the contract documents. Approval of the shop drawings does not relieve the Contractor of responsibility for any error that may exist because the Contractor is responsible for the dimensions and for satisfactory construction of all work. The submission by the Contractor must be accompanied by a transmittal letter in a format approved by the Engineer. 1.3 Material, Equipment, and Fixture Lists A. When required by the technical provisions, lists of materials, equipment, and fixtures must be submitted by the Contractor in accordance with the requirements specified for shop drawings. The lists must be supported by sufficient descriptive material, such as catalogs, cuts, diagrams, and other data published by the manufacturer, as well as by evidence of compliance with safety and performance standards, to demonstrate conformance to the specification requirements. Catalog numbers alone are not acceptable. The data must include the name and address of the nearest service and maintenance organization that regularly stocks repair parts. No consideration will be given to partial lists submitted from time to time. Approval of materials and equipment is tentative, subject to submission of complete shop drawings indicating compliance with the contract documents. 1.4 Certificates of Compliance A. Any certificates required for demonstrating proof of compliance of materials with specification requirements, including statements of application, and extended guarantees, must be signed and submitted and emailed in PDF version at least 10 days before delivery. The Contractor must review all certificates before submissions are made to the Engineer, to ensure compliance with the contract specification requirements and to ensure that the affidavit is properly signed. Each certificate must be signed by an official authorized to certify on behalf of the manufacturing company and must contain the name and address of the Contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates must contain the name and address of the testing laboratory and the dates of tests to which the report applies. Certification must not be construed as relieving the Contractor from furnishing satisfactory material if, after tests are performed on selected samples, the material is found not to meet the specific requirements. 1.5 Spare Parts Data A. Spare parts data must be submitted electronically. 1.6 Schedule of Values A. The Contractor must submit a construction cost breakdown using the bid schedule provided in the contract documents. When applicable, a separate cost breakdown form must be submitted for each separate building. However, the total cost of site work and building facility must be included in the cost estimate breakdown. The number of items provided on the Systems Construction Cost Estimate Breakdown form are the minimum required. Additional subdivision of these items may be used by the Contractor. B. Submit the construction cost breakdown after contract award to the Engineer. CITY OF NEWPORT BEACH 01 3300-2 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 3300 SUBMITTAL PROCEDURES C. Do not delete items from the Schedule of Values form. However, expand the schedule "Description of Work" as necessary to allow evaluation of work or to make progress payments. D. If the contract price changes, the Schedule of Values must be revised to reflect the change(s) and forwarded to the Engineer. E. A current Schedule of Values must accompany all Contractor Requests for Payment. F. See following exhibit for Schedule of Values. 1.7 As -built plans. A. Contractor to submit as built plans. B. During construction, maintain as -built redline drawings for all drawings and final as -built for contractor -generated coordination drawings. Update after completion of commissioning. PART 2 - PRODUCTS (Not used) PART 3 - EXECUTION 3.01 PROCEDURES A. CONTRACTOR is required to review and approve every submittal and shop drawing prior to transmittal and delivery to ARCHITECT. Should CONTRACTOR determine a submittal contains errors, or does not meet the requirements of the contract, CONTRACTOR shall immediately return the submittals and shop drawings to the producer and expedite the corrections prior to transmitting the submittal to ARCHITECT. Submittals shall not be used by CONTRACTOR to request clarifications or submit questions. CONTRACTOR will affix stamp to each submittal certifying CONTRACTOR has performed, at minimum, the following: 1. Verified the submittal is complete in all respects and follows the requirements of the Contract Documents without variance. 2. Identified any variances from the requirements of the Contract Documents and confirmed that the identified variance meets, but does not exceed the allowable limitations or tolerances as defined in these specifications. 3. Verified that all submitted materials, dimensions and tolerances are compatible with existing or planned conditions of the Work in order to erect, fabricate, or install the submitted assembly in conformance with the requirements of the Contract Documents. 4. Coordinated and verified that the dimensions match CONTRACTOR measured field or installation conditions. 5. Coordinated and verified that the products of separate manufacturers required within any field produced assembly are compatible in all respects for such assembly. 6. Packaged together all related submittals or shop drawings where such is necessary for a comprehensive ARCHITECT review. CITY OF NEWPORT BEACH 01 3300-3 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 3300 SUBMITTAL PROCEDURES B. CONTRACTOR shall package each submittal appropriately for transmittal and handling. Transmittal format shall be as required by OWNER. CONTRACTOR shall transmit and deliver each submittal or re -submittal to ARCHITECT. CONTRACTOR shall provide the OWNER copies as specified or as requested by Owner. ARCHITECT will not accept submittals received from sources other than from CONTRACTOR. C. After ARCHITECT'S review, ARCHITECT will transmit submittals to Owner and Owner shall further distribute to CONTRACTOR, INSPECTOR and others as required. Work shall not commence, unless otherwise approved by Owner, until approved submittals are transmitted to CONTRACTOR. D. CONTRACTOR shall clearly identify any deviations from the Contract Documents on each submittal. Any deviation not so noted even though stamped reviewed is not acceptable. E. CONTRACTOR shall coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities requiring sequential activity. Timing of Submittals: 1. In accordance with General Conditions, CONTRACTOR shall submit to ARCHITECT, with copy of transmittal to the Owner, those Shop Drawings, Product Data, diagrams, materials lists, Samples and other submittals required by the Contract Documents. 2. The scheduling of submittals shall be sequenced to support the progress of the Work, and shall be: a. Submitted sufficiently in advance of construction, fabrication or installation in order to allow time for transmittal, review, modification, correction, (and resubmission and re -review when required.) b. Phased with adequate time between submittals in order to allow for proper review by the ARCHITECT without negative impact to the Milestones Schedule. 3. CONTRACTOR shall coordinate submittal of related items and ARCHITECT reserves the right to withhold action on a submittal requiring coordination with other submittals until all related submittals are received by ARCHITECT. 4. CONTRACTOR shall revise, update and submit submittal schedule to ARCHITECT and Owner on the first of each month, or as required by Owner. 5. CONTRACTOR shall allow in the Construction Schedule, at least sixteen days for ARCHITECT review following ARCHITECT receipt of submittal. For mechanical, plumbing, electrical, low voltage, fire sprinklers, door and hardware, and other submittals requiring joint review with Owner, CONTRACTOR shall allow a minimum of eighteen days following ARCHITECT receipt of submittal. 6. No adjustments to the Contract Time or Milestones will be authorized because of a failure to transmit submittals to ARCHITECT sufficiently in advance of the Work to permit review and processing or where CONTRACTOR fails to provide ARCHITECT submittals on related items. 7. In case of product substitution, Shop Drawing preparation shall not commence until such time as OWNER accepts or rejects the proposed substitution in accordance with the procedures described in the General Conditions. CITY OF NEWPORT BEACH 01 3300-4 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 3300 SUBMITTAL PROCEDURES G. If required, resubmit submittals in a timely manner. Resubmit as specified for initial submittal but identify as such. Review times for re -submitted items shall be as per the time frames for initial submittal review. H. Shop Drawing preparation shall not commence until such time as CONTRACTOR receives Product Data acceptance. I. ARCHITECT will stamp each submittal with a uniform, action stamp. ARCHITECT will mark the stamp appropriately to indicate the action taken, as follows: 1. Final Unrestricted Release: When ARCHITECT marks a submittal "Reviewed" the Work covered by the submittal may proceed provided it complies with requirements of the Contract Documents. Final payment depends on that compliance. 2. Final -But -Restricted Release: When ARCHITECT, or authorized agent, marks a submittal "Reviewed as Noted," the Work covered by the submittal may proceed provided it complies with notations or corrections on the submittal and requirements of the Contract Documents. Final payment depends on that compliance. 3. Returned for Re -submittal: When ARCHITECT, or authorized agent, marks a submittal "Rejected, Revise and Resubmit," do not proceed with Work covered by the submittal, including purchasing, fabrication, delivery, or other activity. Revise or prepare a new submittal according to the notations; resubmit without delay. Repeat as necessary to obtain different action mark. In case of multiple submittals covering same items of Work, CONTRACTOR is responsible for any time delays, schedule disruptions, out of sequence Work, or additional costs due to multiple submissions of the same submittal item. Do not use, or allow others to use, submittals marked "Rejected, Revise and Resubmit' at the Project site or elsewhere where Work is in progress. 4. Other Action: Where a submittal is for information or record purposes or special processing or other activity, ARCHITECT, or authorized agent, will return the submittal marked "Action Not Required ". END OF SECTION CITY OF NEWPORT BEACH 01 3300-5 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 3300 SUBMITTAL PROCEDURES THE FOLLOWING SCHEDULE OF VALUES IS ONLY A LIMITED LIST AND MAY NOT CAPTURE ALL ITEMS IN THE CONSTRUCTION DOCUMENTS Item No. Item Description Unit QTYUnit Price Amount 1 MOBILIZATION LS 1 ..... ............... 2 DEMOLITION ... LS ... ................................. _ ................................................ _............ ................. ......................... ... 1 3 PATCH/REPAIR CONCRETE COLUMNS ................. LS ...... ._.................... .,............... _......... ........................ ,....... _.... ............. ... _. ........... .... ....... ; 1 5 METAL AWNING, COPPER FLASHING ..... .............. LS .......................... ....... _......... ._._............... ......... _ .................... -. 1 .................... .. CAP, AND COPPER ROOF .. 6 . ........ ........ ROUGH CARPENTRY, PLYWOOD, ........ LS ._...................................... .. _................................................... _........ . .......................................... ............... 1 ............................:.............. RAFTERS/OUTRIGGERS ...................................... _............................................................. FLASHING AND SHEET METAL W/ JOINT LS _.._..._............ ..................... _.................. . 1 ... .................. SEALANTS $ ......................................... . DOORS & WINDOWS (NOT USED) _....... 9 .................. PRESURE WASH AND NEW EPDXY . ............................ .................................. _..................................... <... _.......... _....... . ...._... ............... PAINT OVER FLOOR LS 1 9 PREPARING .........................................................................._...................................................................................................._......................... SURFACES FOR NEW .................... _.......... _ ..... ___...................._............... .....:..... ....................... ..................... ..... ................ .............. PAINTING & CAUKING LS 1 9 .....................................................................................................................................:. TILE WORK . ................:....................................................................................................................................._..._........._........_............._._ LS 1 ......... ......... ............... CLEANING AND SCRUBBING OF .............................................. .......................................................... .................. .._.............................. 9 ACCESSORIES, PLUMBING, & LS 1 PARTITIONS _.....:.............................. 10 _................................................._..........._.................................. SIGNAGE, TOILET PARTITIONS, AND _.. LS ........................... _._.....:..... ......................................................._._........................................................ 1 REINSTALLATION OF ACCESSORIES 22 _..................................... PLUMBING FIXTURES LS .......... ................. .._._................... _.................. ....................... ... _....... .... _ .................. 1 X AND EVERYTHING NOT INCLUDED IN __................................ _..._ .................. _; THE ABOVE LIST .......... ... ... _.... _. .............. ....................... _.............................. .......... _... __.._.......................................... _... _..................... ...................................... SUBTOTAL ..................................... _ ............ _....._.........._.........._.................... ......... .......... ..._ ...... FEDERAL CONDITIONS / OVERHEAD / __........... ._....................................... .._....................... ....................... --...._......................................... ..... ....... ....... PROFIT ....................... . ................ .._:........... ............................. TOTAL ............................... ........................ .............................................. _..... .......................................... _.............. .................................................. ....... .......................................... _.......... __ :..............................................,............................... ........... ...................... , ................................... _......................... ....i......................................................................... CITY OF NEWPORT BEACH 01 3300-6 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 3543 ENVIRONMENTAL PROCEDURES PART 1 - GENERAL 1.1 Scope A. The work covered by this section consists of furnishing all labor, material, and equipment and performing all work required for compliance with environmental regulations and preventing pollution during, and as a result of, construction operations under this contract, in addition to those measures set forth in other technical provisions of these specifications. B. The Contractor and subcontractors must comply with all applicable environmental federal, state, local environmental, health and safety laws and regulations. 1.2 Notification A. The Contractor must, after receiving a notice of noncompliance with the foregoing provisions, immediately take corrective action. The notice, when delivered to its Contractor or its authorized representative at the site of the work, is deemed sufficient for this purpose. If the Contractor fails or refuses to comply promptly, the Engineer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost because of any such stop orders may be made the subject of a claim for extension of time or for excess costs or damages by the Contractor unless it is subsequently determined that the Contractor was in compliance. 1.3 Environmental Regulatory Compliance A. Within 30 days after receiving the notice to proceed or not less than 15 days prior to commencing on-site work, the Contractor must submit any environmental documents that are required by federal, state or local environmental regulations. Plans must be approved by the Engineer prior to commencing on-site work and must describe and include, but is not limited to, the following 1. Waste Minimization and Management Plan must describe how natural resources potentially impacted by construction will be protected or managed; construction wastes will be stored and disposed of or recycled; and pollutants associated with building materials will be controlled. The waste minimization and management section of the plan must also list materials and construction debris to be recycled, and address the disposal of solid and hazardous wastes and materials, including asbestos and lead-based paint. It must also include tables applicable to the reclamation of chlorofluorocarbons (CFCs) and hydrochlorofluorocarbons (HCFCs) in accordance with the City recycling code and 1.4 (B) below. Environmental Compliance Plan must document NEPA compliance by describing mitigation measures to address environmental concerns/sensitive receptors identified in the National Environmental Policy Act (NEPA) document(s) in Section B. 1500, Attachments, and as set out in the mitigation measures in the General Requirements. 1.4 Environmental Site Controls A. Location of Hazardous Materials: The location of the Contractor's temporary storage of any hazardous materials and/or wastes must be appropriately marked and included in the health and Safety Plan (see Section 1.5 below). CITY OF NEWPORT BEACH 01 3543-1 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 3543 ENVIRONMENTAL PROCEDURES B. Post Construction Cleanup or Obliteration: The Contractor must remove and properly dispose of all signs of temporary construction facilities such as haul roads, work area, structures, foundations of temporary structures, excess or waste materials, or any other vestiges of construction as directed by the Engineer. No separate or direct payment may be made for post construction cleanup and all associated costs must be considered included in the contract price. C. Dust Control: The Contractor must keep the site free from dust in accordance with applicable regulations. D. Noise Minimization: The Contractor must perform demolition and construction operations to minimize noise including conducting work during less sensitive hours of the day in accordance with the City Noise Ordinance. 1.5 Health and Safety A. Prior to commencing on-site work, the Contractor must submit an Occupational Safety and Health Administration (OSHA) Emergency Action Plan (EAP) to the Engineer to demonstrate compliance by the Contractor and subcontractors with applicable OSHA regulations. If the Contractor is not required by OSHA to develop a written EAP, i.e. if 10 or fewer are employed for the construction project or any other specific regulations identified by OSHA, then the Contractor shall submit to the Engineer a signed letter stating the Contractor shall meet OSHA's EAP requirements in a verbal communication to all employees. B. Copies of Material Safety Data Sheets (MSDSs) for any hazardous material(s), as defined by OSHA's Hazard Communications Standard, must be included whenever such materials arrive on- site. MSDSs must be kept together and maintained centrally on-site through to project completion. Provide a copy of each MSDS in the Operating and Maintenance Manual. The use of asbestos containing materials, in excess of one percent as defined by US Environmental Protection Agency regulations, is prohibited in the construction of this project. Provide an executed copy of the "Certificate of Asbestos and Lead -Based Paint (New Work)" in the Operating and Maintenance Manual. C. The use of lead-based paint is prohibited in the construction of this project. D. The use of lead -containing solder for plumbing and plumbing fixtures is prohibited in the construction of this project. E. The Contractor must sign and submit to the Engineer a "Certification of Asbestos and Lead -Based Paint" for this project. F. See following exhibits for additional information. PART 2 - PRODUCTS (Not used) PART 3 - EXECUTION (Not used) END OF SECTION CITY OF NEWPORT BEACH 01 3543-2 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 3543 ENVIRONMENTAL PROCEDURES Safetv and Health and Related Environmental Requirements The Contractor is required to meet all applicable OSHA, federal, state, and local safety, health, and related environmental requirements in addition to the City requirement listed in this table. Issue City Requirements Asbestos Review of Facility Asbestos Survey: Before any building maintenance, equipment installation, renovation, alteration, demolition, or other project begins, determine whether ACBM will be disturbed. Proper Work Practices: If ACBM is present, follow proper control procedures and work practices. Consultation with Facility Asbestos Coordinator. Consult with the facility manager or his or her designee before the start of any work likely to disturb ACBM. Disturbance means activities that crumble or pulverize ACBM or presumed asbestos -containing material (PACM) or generate visible debris. Operations may include drilling, abrading, cutting a hole, pulling cable, and crawling through tunnels or attics and spaces above the ceiling where asbestos is actively disturbed or asbestos - containing debris is actively disturbed. Asbestos Work Authorization: You must have an approved Form 8210, Work Authorization - Asbestos, before work begins within any building containing asbestos. Barricades, Barriers, Your barricades must meet the OSHA requirements. In addition, you assume and Warnings control of your work area during your activities unless otherwise specified in writing by the City Engineer (CE) or City Engineer's representative (CER). Confined Spaces Confined space work must meet the OSHA requirements. You must have a comprehensive confined space program that includes a written program, employee training, entry and testing equipment, and rescue capabilities. If you require access to confined space requiring a permit, then the trained, designated City representative must review and approve the project and permit. Entry into other confined spaces must be in accordance with OSHA regulations. Electrical Work Lock or rope off work areas involving exposed energized equipment or have an attendant present to prevent accidental contact by unqualified people. Refer to the Barricade section of this guideline for additional information. Elevated Work and Fall Follow strictly the applicable OSHA fall protection requirements. Protection Excavation All excavations 4 feet or more in depth must be properly shored or sloped and meet all OSHA requirements. Before any digging or drilling commences, inform the City COR and call Dig Safe or its local equivalent to determine whether any underground utilities are located in the work area. Submit documentation that these notifications have been performed. You must not begin digging or drilling until you have verified that underground utilities have been identified and are properly marked so that work may be accomplished in a safe manner. Fire Protection Do not block, remove, or otherwise prevent City fire extinguishers from being immediately accessible and usable. If a system must be impaired by a scheduled shutdown, notify the Engineer and do not proceed without the Engineer's authorization. Hazard Communication Inform the Engineer before any chemicals are used. Before materials are brought on site, provide material safety data sheets (MSDSs) and an inventory of materials. For projects that are anticipated to use substantial quantities of hazardous materials, you may be required to provide a routing, storage, and waste disposal plan. CITY OF NEWPORT BEACH 01 3543-3 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 3543 ENVIRONMENTAL PROCEDURES Hazardous Materials Follow all OSHA requirements regarding hazardous materials. Hazardous materials include, but are not limited to, flammable and combustible liquids, gasoline, diesel fuel, motor oil, lubricating oil, hydraulic oil, corrosive cleaners, and battery acid. Provide secondary containment for all containers of liquids that are over 5 gallons in capacity. Immediately report all hazardous material releases ("spills"), regardless of how small or where they occur, to the designated Engineer. Releases include solids, liquids, and gases. Hot Work Do not begin any hot work until the Engineer has completed and signed a City Hot Work Permit. The permit will be valid for only a single work shift. You must display the permit at the work site. You are prohibited from performing hot work (a) when the City has not authorized it, (b) in locations in which fire protection systems have been impaired, (c) in the presence of explosive or flammable atmospheres, or (d) in locations were large quantities of flammable and combustible materials are unprotected. Powered Industrial Powered industrial trucks and other mobile equipment must follow all traffic rules of Trucks the City facility. The maximum speed limit for in -plant powered vehicles is 5 miles per hour. Many work areas have posted speed limits that you must strictly follow. Perform refueling only in authorized locations following safe procedures. As a general rule, the City does not allow gas- or diesel -powered industrial equipment inside City facilities. Coordinate exceptions to the rule through the City safety office. Ladders Strictly follow all OSHA requirements regarding ladders. Barricade the ladder use area to prevent contact with mobile equipment and employees. Lead -Based Paint Review of Facility Lead Survey: Before any construction, alterations, and/or repair activities begin, determine whether LBP will be disturbed. If the painted surface has not been tested, you must have it tested before beginning any activities that could potentially disturb LBP. Proper Work Practices: If LBP is present, follow proper control procedures and work practices. Consultation with Engineer: Consult with the Engineer before the start of any work likely to disturb LBP. Examples of activities that may affect LBP include paint removal by scraping, sanding, power tools, or heat guns; alterations that include removing drywall, structural steel, or other building materials coated with LBP; welding, cutting, or other hot work on coated metal surfaces; abrasive blasting of mail boxes and other equipment; and moving or cleaning of abrasive blasting enclosures. Lockout/Tagout Provide a copy of your lockout/tagout procedures, which must meet or exceed the OSHA Lockout/Tagout standard. You will be given access to and must review the City lockout/tagout program. If you encounter a City lockout/tagout device that prevents the continuation of work, do not make any attempts to remove, tamper with, or bypass the devices. Contact the Engineer and make arrangements to have the lockout device removed in accordance with City lockout removal policies. Personal Protective Before beginning work, evaluate the work area for hazards, determine whether Equipment contract employees will be required to use personal protective equipment (PPE) to protect themselves from these hazards, and document the hazard assessment. Wear the PPE required regardless of your perception of hazard potential. Regulated and Pesticides. The City has restricted the use of pesticides. Obtain prior approval of Prohibited Materials the City environmental compliance coordinator for special cases that may require the use of pesticide treatments. Seventeen Chemical Prohibition. Adhere to chemical prohibition policies. Do not use on City property any of the 17 chemicals prohibited by EPA unless the CITY OF NEWPORT BEACH 01 3543-4 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 3543 ENVIRONMENTAL PROCEDURES CITY OF NEWPORT BEACH 01 3643-5 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR Engineer authorizes its use (each of these chemicals must be authorized separately). The district environmental compliance coordinator can supply the list. Asbestos -Free Products. Install no asbestos -containing products or materials in City facilities. Lead. Apply no lead-based paint in City facilities. Scaffolding Follow strictly the applicable OSHA scaffolding requirements. Provide adequate barrier protection around the scaffolding to prevent hazards to City staff. Walking and Working If the project requires temporary modifications to the means of egress, inform the Surfaces Engineer before performing such actions, provide appropriate alternative means of egress, and communicated these to all employees. CITY OF NEWPORT BEACH 01 3643-5 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 3543 ENVIRONMENTAL PROCEDURES Emergency Procedures Preparations for Be prepared for emergency situations. Emergency Ensure that emergency telephone numbers are site specific, readily available, easily read, and communicated to all employees. Train and authorize employees to implement emergency procedures. Medical Emergencies Have procedures and medical supplies to provide emergency medical services for your own personnel. Determine how to contact emergency medical services before work begins, and have on-site capabilities to contact such services immediately. Fires See Fire Protection above. In the event of a fire, you must: - Immediately remove personnel from the area or building following City evacuation procedures. - Immediately contact the nearest City employee and inform him or her of the fire. You may also activate an emergency alarm in the area. If no City employees are on- site, immediately contact the local fire department. Personnel trained in the use and limitations of fire extinguishers may attempt to extinguish the fire if it is safe to do so. Chemical Releases See Hazardous Materials above. If the event of a hazardous material release, you must: - Immediately remove personnel from the area or building following City evacuation procedures. - Immediately contact the designated City representative and inform him or her of the release. You may also activate an emergency alarm in the area. If no City employees are on-site, immediately contact the local fire department. Contractor personnel should not respond to the release unless specifically trained and protected to perform hazardous material response. Power Outages In the event of a power outage, you must: - Immediately stop work and assemble for a head count and possible facility egress. - Inform all contract employees that equipment may automatically restart when power resumes. - Immediately contact the designated City representative and inform him or her of the status of contract work and personnel head count. Relay at this time all hazards created due to the power outage. When power resumes evaluate the status of operations that were being performed relative to hazard potential. For example, the interruption of ventilation in confined spaces may generate atmospheric hazards. Accident Investigation As soon as is practical after an accident, investigate and document an accident and Reporting investigation. The documentation must describe the incident and identify the causes and the corrective actions that will prevent future incidents. Report all accidents, whether or not they result in injury. Give the written report to the Engineer within 24 hours of the accident or incident. CITY OF NEWPORT BEACH 01 3543-6 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 3543 ENVIRONMENTAL PROCEDURES Certificate of Asbestos and Lead -Based Paint (New Work) To: City Engineer Subject: Certification for new construction City facility name.- City ame: City facility address: Certification for new construction: This Contractor/Owner hereby certifies that no asbestos -containing material in excess of 1 percent as defined by applicable US Environmental Protection Agency regulations, and no lead-based paint has been furnished or installed at the referenced project. Contractor/Owner name: Signature: Address: Telephone: CITY OF AGOURA HILLS 01 3543-7 PARK RESTROOM REHABILITATION PROJECT Date executed: SECTION 01 4000 QUALITY REQUIREMENTS PART 1 -GENERAL 1.1 Contractor Quality Control A. Contractor Quality Control: The Contractor is responsible for the overall quality of all its own work and the work performed by their subcontractors working under this contract. The quality of any part of the work installed must not be less than that required by the technical divisions of this specification. If the Engineer determines that the quality of work does not conform to the applicable specifications and drawings, the Contractor will be advised in writing of the areas of nonconformance, and within 7 days the Contractor must correct the deficiencies and advise the Engineer in writing of the corrective action taken. B. Noncompliance with Quality Control Requirements: Failure of the Contractor to comply with the above requirements may be cause for termination for default as defined in the contract documents. 1.2 Submittals A. Prior to the start of on-site work, the Contractor must submit to the Engineer a Contractor Quality Control Plan that includes the following information: 1. Procedures for reviewing coordination drawings, shop drawings, certificates, certifications, or other submittals. 2. Testing and inspection schedule, keyed to Construction Schedule, indicating tests and inspections to be performed, names of persons responsible for inspection and testing for each segment of work including preparatory, initial, and follow-up. 3. Proposed forms to be used including Contractor's Daily Report, Contractor Test and Inspection Report and Non -Compliance Check -Off List. B. Independent Testing and Inspection Laboratory (if any): Submit the following. 1. Name. 2. Address. 3. Telephone number. 4. Names of full-time registered engineer. 5. Responsible officer. 6. Copy of report of laboratory facilities inspection made by Materials Reference Laboratory of National Bureau of Standards during most recent inspection, with memorandum of remedies of any deficiencies reported by inspection. 1.3 Quality Control Procedures A. Monitor quality control over Contractor staff, subcontractors, suppliers, manufacturer's, products, services, site conditions, and workmanship. B. Comply fully with manufacturer's published instructions, including each step-in sequence of installation. C. Should manufacturer's published instructions conflict with Contract Documents, request clarification from the Engineer before proceeding. D. Comply with specified standards as a minimum quality for work, except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E. Perform work by persons who are thoroughly qualified and trained in their respective trade, to produce workmanship of specified quality. CITY OF NEWPORT BEACH 01 4000-1 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 4000 QUALITY REQUIREMENTS F. Perform tests required by governing authorities having jurisdiction and utilities having jurisdiction. 1.4 Testing and Inspection Laboratory Services A. Selection and Payment: 1. The City shall select and pay for services of an Independent Testing and Inspection Laboratory to perform specified testing and inspection. 2. Employment of Independent Testing and Inspection Laboratory in no way relieves Contractor of obligation to perform work in accordance with requirements of Contract Documents. B. Quality Assurance: 1. Comply with requirements of all applicable ASTM standards. 2. Laboratory: Authorized to operate in State in which Project is located. 3. Laboratory Staff: Maintain a full-time registered engineer on staff to review services. 4. Testing Equipment: Calibrated at reasonable intervals with devices of and accuracy traceable to either National Bureau of Standards or accepted values of natural physical constraints. C. Laboratory Responsibilities. Contractor shall ensure the Laboratory has the following responsibilities and limits on authority: 1. Test samples of mixes submitted by Contractor. 2. Provide qualified personnel at Project site. Cooperate with the Engineer and Contractor in performance of services. 3. Perform specified sampling, testing, and inspection of Products in accordance with specified standards. 4. Determine compliance of materials and mixes with requirements of Contract Documents. 5. Promptly notify the Engineer of observed irregularities or non-conformance of work or Products. 6. Submit one copy of all test results directly to the Engineer. 7. Perform additional tests as required by the Engineer. 8. Attend appropriate preconstruction meetings and progress meetings. D. Limits on Authority. Contractor shall ensure the Laboratory has the following limits on authority: 1. Laboratory may not release, revoke, alter, or expand on requirements of Contract Documents. 2. Laboratory may not approve or accept any portion of work. 3. Laboratory may not assume any duties of Contractors. 4. Laboratory has no authority to stop work. 1.5 Contractor Field Inspection and Testing A. Contractor: Test and Inspect work provided under this Contract to ensure work is in compliance with Contract requirements. Required tests and inspections are indicated in each individual Specification Section and shall be performed as required by the City inspector. B. Preparatory Inspection: Performed prior to beginning work and prior to beginning each segment of work and includes: 1. Review of Contract requirements. 2. Review of shop drawings and other submittal data after return and approval. 3. Examination to assure materials and equipment conform to Contract requirements. 4. Examination to assure required preliminary or preparatory work is complete. C. Initial Inspection: Performed when representative portion of each segment of work is completed and includes: 1. Performance of required tests. CITY OF NEWPORT BEACH 014000-2 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 4000 QUALITY REQUIREMENTS 2. Quality of workmanship. 3. Review for omissions or dimensional errors. 4. Examination of products used, connections and supports. 5. Approval or rejection of inspected segment of work. D. Follow -Up Inspections: Performed daily, and more frequently as necessary, to assure non- complying work has been corrected. E. Testing and Inspection: Perform testing and inspection in accordance with requirements in individual Specification Sections. 1.6 Contractor's Daily Report A. The Contractor shall maintain daily reports, and provide copies to the Engineer if requested, for days that work was performed. Include the following information: 1. Date, weather, minimum and maximum temperatures, rainfall, and other pertinent weather occurrences. 2. Daily workforce of Contractor and subcontractors, by trades. 3. Description of work started, ongoing work, and work completed by each subcontractor. 4. Coordination implemented between various trades. 5. Approval of substrates received from various trades. 6. Nonconforming and unsatisfactory items to be corrected. 7. Remarks 1.7 Contractor's Test and Inspection Reports A. Prepare and submit to the Engineer, a written report of each test or inspection signed by Contractor Quality Control Representative performing inspection within 2 days following day inspection was made. B. Include the following on written reports of inspection: 1. Cover sheet prominently identifying that inspection "CONFORMS" or "DOES NOT CONFORM" to Contract Documents. 2. Date of inspection and date of report. 3. Project name, location, solicitation number, and Contractor. 4. Names and titles of individuals making inspection, if not Contractor's Project Field Superintendent. 5. Description of Contract requirements for inspection by referencing Specification Section. 6. Description of inspection made, interpretation of inspection results, and notification of significant conditions at time of inspection. 7. Requirements for follow-up inspections. 1.8 Non -Compliance Check -Off List A. Maintain check -off list of work that does not comply with Contract Documents, stating specifically what is non -complying, date faulty work was originally discovered, and date work was corrected. No requirement to report deficiencies corrected same day it was discovered. Submit copy of Non - Compliance Check -Off List of non -complying work items to the Engineer on a weekly basis. 1.9 Completion and Inspection of Work A. Prior to final acceptance by the Engineer and issuance of a Certificate of Substantial Completion and/or Notice of Completion, submit a certification signed by Contractor to the Engineer stating that all work has been inspected and all work, except as specifically noted, is complete and in compliance with Contract Documents. CITY OF NEWPORT BEACH 01 4000-3 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR PART 2 - PRODUCTS (Not used) PART 3 - EXECUTION (Not used) SECTION 01 4000 QUALITY REQUIREMENTS END OF SECTION CITY OF NEWPORT BEACH 014000-4 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 5000 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 General A. The Contractor must provide all temporary facilities and services required to complete the work and to comply with OSHA and other applicable regulations. B. The Contractor must maintain temporary facilities in a proper, safe, operating and sanitary condition for the duration of this Contract. Upon completion of this Contract, all such temporary work and facilities shall be removed in their entirety. Project Sign The Contractor must construct and erect a minimum of two hard hat signs at locations designated by the Engineer. The signs must be erected prior to the commencement of on-site work. Temporary Water The City will provide water from the existing services required for construction under this project and will pay all costs in connection with them. 1.4 Temporary Electricity A. Service Required: The City will provide temporary electric power throughout the construction period from the existing service. Contractor shall be responsible for connection. Contractor to provide power centers for miscellaneous tools and equipment used in the construction work, lighting for safe and adequate working conditions throughout site (at least 1/4 watts of incandescent lighting per square foot, with a socket voltage of at least 110 volts and using 100 - watt lamps minimum); power for construction building. B. Safety: The Contractor must provide and maintain lights and signs to prevent damage or injury and must illuminate all hazardous areas. Safety lights must be operational from dusk to dawn. C. Requirements of Regulatory Agencies: The Contractor must obtain permits as required by local government authorities, comply with the National Electrical Code, applicable local codes, and utility regulations. D. Use of Permanent System: The Contractor must regulate any part of the permanent electrical system that is used for construction purposes in order to prevent interference with safety and with the orderly progress of the work. The Contractor must leave permanent electrical services in a condition as good as new. E. Materials: The materials may be new or used in the temporary works but must be adequate in capacity for the purposes intended and must not create unsafe conditions or violate the requirements of applicable codes. At the Contractor's option, patented specialty materials may be used if UL -approved. F. Conductors: The Contractor must use wire, cable, or busses of appropriate type, sized in accordance with the National Electrical Code for the applied loads. Use only UL -approved wire. G. Equipment: In compliance with NEMA standards, the Contractor must provide an appropriate enclosure for the environment in which the equipment is used. H. Installation: The Contractor must provide all required facilities, including transformers, conductors, poles, conduits, raceways, fuses, switches, fixtures, and lamps, located so as to avoid interference with cranes and materials -handling equipment, storage areas, traffic areas, and work under other contracts. The Contractor must install all work to have a neat and orderly appearance and to make it structurally sound throughout. The Contractor must maintain it to give CITY OF NEWPORT BEACH 015000-1 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 5000 TEMPORARY FACILITIES AND CONTROLS continuous service and to provide safe working conditions. The Contractor must modify the service as required by the progress of the job. Removal: The Contractor must remove all temporary equipment and materials upon completion of construction, repair all damage caused by the installation. and restore the area to satisfactory condition. 1.5 Temporary Water A. The City will provide and maintain a temporary water supply system for building purposes. 1.6 Sanitary Provisions A. The Contractor must provide and keep in neat and sanitary condition conveniences and accommodations for the use of the construction personnel necessary to comply with the requirements and regulations of the local department of health and of other authorities having jurisdiction. 1.7 Approaches and Exits A. The Contractor must provide all necessary approaches and exits required to properly execute the work. PART 2 - PRODUCTS (Not used) PART 3 - EXECUTION (Not used) END OF SECTION CITY OF NEWPORT BEACH 01 5000-2 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 6000 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 Product Options and Substitutions A. Provide Products that comply with Contract Documents, which are undamaged and new at time of installation. B. Provide Products complete with accessories, trim, finish, safety guards, and other devices and details needed for complete installation and intended use and effect. 1.2 Product Delivery Requirements A. Transport and handle Products in accordance with manufacturer's instructions, using means and methods that will prevent damage, deterioration, and loss, including theft. B. Schedule Product delivery to minimize long-term storage at the Project sites and prevent overcrowding of construction spaces. C. Coordinate Product delivery with installation schedule to assure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. D. Deliver Products to Project site in undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. E. Promptly inspect shipments to ensure that Products comply with project requirements, quantities are correct, Products are undamaged, and properly protected. F. Provide equipment and personnel to handle Products by methods to prevent soiling, disfigurement, or damage. 1.3 Product Storage and Handling Requirements A. Store and protect Products in accordance with manufacturers' published instructions, with seals and labels intact and legible. B. Store Products subject to damage by elements above ground, under cover in weathertight enclosure, with ventilation adequate to prevent condensation. Maintain temperature and humidity within range required by manufacturer's published instructions. C. For exterior storage of fabricated Products, place on sloped supports, above ground. D. Provide off-site storage and protection when Project site does not permit on-site storage or protection. E. Cover Products subject to deterioration with impervious sheet covering. Provide ventilation to avoid condensation or potential degradation of Product. F. Store loose granular materials on solid flat surfaces in a well -drained area. Prevent mixing with foreign matter. G. Provide equipment and personnel to store Products by methods to prevent soiling, disfigurement, or damage. H. Arrange storage of Products to permit access for inspection. Periodically inspect to verify Products are undamaged and are maintained in acceptable condition. CITY OF NEWPORT BEACH 01 6000-1 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR PART 2 - PRODUCTS (Not used) PART 3 - EXECUTION (Not used) SECTION 01 6000 PRODUCT REQUIREMENTS END OF SECTION CITY OF NEWPORT BEACH 01 6000-2 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 7300 EXECUTION PART 1 - GENERAL 1.1 Layout of Work A. The Contractor must lay out its work to match existing or from City -established base lines and benchmarks as indicated on the drawings. The Contractor shall be responsible for all measurements based on them. The Contractor must furnish, at its own expense, all stakes, templates, platforms, equipment, tools, materials, and labor as may be required in laying out any part of the work from the base lines and benchmarks established by the City. The Contractor is responsible for the execution of the work to those lines and grades established or indicated by the Engineer. 1.2 Contractor's Temporary Use of Facilities and Equipment A. No new facilities or equipment intended for the permanent installation, including materials - handling vehicles, may be used for temporary purposes unless specified in the contract or unless the Contractor has the written permission of the Engineer. 1.3 Cleaning A. Cleaning During Construction: 1. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. 2. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space. 3. Broom and vacuum clean interior areas prior to start of surface finishing and continue cleaning to eliminate dust. 4. Collect and remove waste materials, debris, and rubbish from site as specified in the Environmental Compliance and Management Plan as required in Section 01 35 43 - Environmental Procedures. B. Final Cleaning: 1. Use cleaning materials and agents recommended by manufacturer or fabricator of surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property, or that might damage finished surfaces. 2. Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit of Work to condition expected from a commercial building cleaning and maintenance program. Comply with manufacturer's published instructions. 3. Complete following cleaning operations before requesting the Engineer's inspection for Substantial Completion. a. Clean Project Site, yard and grounds if applicable, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste materials, litter and foreign substances. Sweep paved areas broom clean. Remove petro -chemical spills, stains and other foreign deposits. Rake grounds that are neither planted nor paved, to a smooth even -textured surface. b. Remove tools, construction equipment, machinery and surplus material from Project Site. C. Clean exposed exterior and interior hard -surfaced finishes to a dirt -free condition, free of stains, films and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition. CITY OF NEWPORT BEACH 01 7300-1 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 7300 EXECUTION d. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics and similar spaces. e. Broom clean concrete floors in unoccupied spaces. f. Provide final cleaning, waxing, and buffing of resilient tile, in accordance with manufacturer's requirements. g. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other substances that are noticeable vision -obscuring materials. Replace chipped or broken glass and other damaged transparent materials. Polish mirrors and glass, taking care not to scratch surfaces. h. Remove labels that are not permanent labels. i. Touch-up and otherwise repair and restore marred exposed finishes and surfaces. Replace finishes and surfaces that can not be satisfactorily repaired or restored, or that show evidence of repair or restoration. Do not paint over "UL" and similar labels, including mechanical and electrical name plates. j. Wipe surfaces of mechanical and electrical equipment, and other similar equipment. Remove excess lubrication, paint and mortar droppings and other foreign substances. k. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water exposure. I. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and grills. Clean ducts, blowers, and coils if units were operated without filters during construction. M. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency. Replace burned out bulbs, and defective and noisy starters in fluorescent and mercury vapor fixtures. n. Leave Project clean and ready for occupancy. 4. Remove temporary protection and facilities installed during construction to protect previously completed installations during remainder of construction. 5. Comply with governing regulations and safety standards for cleaning operations. Remove waste materials from Project Site and dispose of in accordance with requirements of local authorities having jurisdiction. a. Where extra materials of value remain after completion of construction have become City property, store these materials as directed by the Engineer. PART 2 - PRODUCTS (Not used) PART 3 - EXECUTION (Not used) END OF SECTION CITY OF NEWPORT BEACH 01 7300-2 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL PART GENERAL 1.1 SUMMARY A. Section includes: Procedures for achieving the most environmentally conscious Work feasible within the limits of the Construction Schedule, Contract Sum, and available materials, equipment, and products. 1. Participate in promoting efforts of the City to create an energy-efficient and environmentally - sensitive structure. 2. Use recycled -content, toxic -free, and environmentally -sensitive materials and equipment. 3. Use environmentally -sensitive procedures. a. Protect the environment, both on-site and off-site, during demolition and construction operations. b. Prevent environmental pollution and damage. C. Effect optimum control of solid wastes. B. Related Documents: The Contract Documents, as defined in Section 011000 - Summary of Work, apply to the Work of this Section. Additional requirements and information necessary to complete the Work of this Section may be found in other documents and prevailing City Ordinances. C. Related Sections: 1. Section 01 40 00 - Quality Requirements: Contractor's Daily Report. 2. Section 01 50 00 - Temporary Facilities and Controls: Temporary ventilation, progress cleaning and waste removal. 3. Section 01 60 00 - Product Requirements: Substitutions. 4. Section 02 41 19 — Selective Structure Demolition. 1.2 DEFINITIONS A. Adequate ventilation: Ventilation, including air circulation and air changes, required to cure materials, dissipate humidity, and prevent accumulation of dust fumes, vapors, or gases. B. Construction and demolition waste: Include solid wastes, such as building materials, packaging, rubbish, debris, and rubble resulting from construction, remodeling, repair, and demolition operations. 1. Rubbish: Includes both combustible and noncombustible wastes, such as paper, boxes, glass, crockery, metal and lumber scrap, metal cans, and bones. 2. Debris: Includes both combustible and noncombustible wastes, such as leaves and tree trimmings that result from construction or maintenance and repair work. C. Chemical waste: Includes petroleum products, bituminous materials, salts, acids, alkalis, herbicides, pesticides, organic chemicals, and inorganic wastes. D. Diversion: Redirection of waste ordinarily deposited in a municipal landfill to a recycling facility or to another destination for reuse. E. Environmental pollution and damage: The presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances; or degrade the utility of the environment for aesthetic, cultural, or historical purposes. F. Hazardous materials: Includes pesticides, biocides, and carcinogens as listed by recognized authorities, such as the Environmental Protection Agency (EPA) and the International Agency for Research on Cancer (IARC). G. Interior final finishes: Materials and products that will be exposed at interior, occupied spaces; including flooring, wallcovering, finish carpentry, and ceilings. CITY OF NEWPORT BEACH 01 7419 -1 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL H. Municipal Solid Waste Landfill: A permitted facility that accepts solid, non -hazardous waste such as household, commercial, and industrial waste, including construction and demolition waste. Packaged dry products: Materials and products that are installed in dry form and are delivered to the site in manufacturer's packaging; including carpets, resilient flooring, ceiling tiles, and insulation. Sediment: Soil and other debris that has been eroded and transported by storm or well production runoff water. K. Sanitary wastes: 1. Garbage: Refuse and scraps resulting from preparation, cooking, distribution, or consumption of food. 2. Sewage: Domestic sanitary sewage. L. Wet products: Materials and products installed in wet form, including paints, sealants, adhesives, and special coatings. 1.3 SUBMITTALS A. Solid Waste Management and Environmental Protection Plan: Prepare and submit at the Preconstruction Meeting a Solid Waste Management and Environmental Protection Plan including, but not limited to, the following: 1. Procedures for Recycling/Re-Use Program in compliance with the City recycling code. 2. Schedule for application of interior finishes. 3. Revise and resubmit Solid Waste Management and Environmental Protection Plan as required by the City. a. Approval of the Contractor's Solid Waste Management and Environmental Protection Plan, will not relieve the Contractor of responsibility for adequate and continuing control of pollutants and other environmental protection measures. B. With each Contractor's Report as specified in Section 01 40 00 — Quality Requirements, submit an updated Summary of Solid Waste Disposal and Diversion. Submit on form in Appendix A of this Section. Include manifests, weight tickets, receipts, and invoices specifically identifying the Project and waste material for: 1. Municipal Solid Waste Landfills. 2. Recycling/Reuse Facilities. C. With Record Submittals as specified in Section 01 77 04 - Closeout Procedures and Training, submit the following: 1. Final Summary of Solid Waste Disposal and Diversion. Submit on form in Appendix A of this Section. 2. Resource Conservation and Recovery Act Project Summary. Submit on form in Appendix B of this Section. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 3.1 RECYCLING AND REUSE A. Collection: Implement a recycling/reuse program that includes separate collection of waste materials of the following types as appropriate to local and regional recycling/reuse facilities: 1. Asphalt. 2. Concrete. 3. Metal. a. Ferrous. CITY OF NEWPORT BEACH 01 7419-2 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL b. Non-ferrous. 4. Wood. 5. Debris. 6. Glass. 7. Clay brick. 8. Paper/Cardboard. 9. Plastic. 10. Gypsum. 11. Paint. 12. Carpet. 13. Others as appropriate. B. Recycling/reuse centers: Contact governmental solid waste offices, Environmental Protection Agency (EPA) regional offices, and applicable non-profit organizations. 1. Asphalt 2. Concrete. 3. Metal. 4. Wood. 5. Debris. 6. Glass. 7. Clay brick. 8. Paper/Cardboard. 9. Plastic. 10. Gypsum. 11. Paint. 12. Carpet. 13. Others as appropriate. C. Handling: 1. Clean materials which are contaminated prior to placing in collection containers. Deliver materials free of dirt, adhesives, solvents, petroleum contamination, and other substances deleterious to recycling process. 2. Arrange for collection by or delivery to the appropriate recycling or reuse facility. D. Participate in re -use programs: identify local and regional re -use programs, including but not limited to non-profit organizations such as schools, local housing agencies, and public arts programs, that accept used materials. The following are examples for contractor's information only. 1. National materials exchange network, such as CAL -MAX a free service provided by various state and regional offices, designed to help businesses find markets for materials that traditionally would be discarded. The premise of the program is that material discarded by one business may be a resource for another business. a. Items and regions covered by materials exchange programs may vary. Contact the applicable regional materials exchange program. In California, contact CAL -MAX at (916) 255-2369. 2. Habitat For Humanity, a non-profit housing organization that rehabilitates and builds housing for low income families. a. Sites requiring donated materials vary. Contact the national hotline (800) HABITAT. E. Rebates, tax credits, and other savings obtained for recycled or re -used materials accrue to Contractor. 3.2 ENVIRONMENTAL CONTROLS CITY OF NEWPORT BEACH 01 7419-3 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL A. Protection of natural resources: Preserve the natural resources within the Project boundaries and outside the limits of permanent Work performed under this Contract in their existing condition or restore to an equivalent or improved condition as approved by the Engineer, upon completion of the Work. 1. Confine demolition and construction activities to work area limits indicated on the Drawings and as directed by the Engineer. a. Temporary construction: As specified in Section 015000 - Temporary Facilities and Controls. b. Demolition and salvage operations: As specified in Section 024119 - Selective Structure Demolition. C. Disposal operations for demolished and waste materials that are not identified to be salvaged, recycled or reused: 1) Remove debris, rubbish, and other waste materials resulting from demolition and construction operations, from site. 2) No burning permitted. 3) Transport materials with appropriate vehicles and dispose off-site to areas which are approved for disposal by governing authorities having jurisdiction. 4) Avoid spillage by covering and securing loads when hauling on or adjacent to public streets or highways. Remove spillage and sweep, wash, or otherwise clean project site, streets, or highways. 5) Comply with applicable regulations. 2. Water resources as follows: a. Comply with requirements of the National Pollutant Discharge Elimination System (NPDES) and the State Pollutant Discharge Elimination System (SPDES). b. Oily substances: Prevent oily or other hazardous substances from entering the ground, drainage areas, or local bodies of water. 1) Store and service construction equipment at areas designated for collection of oil wastes. C. Mosquito abatement: Prevent ponding of stagnant water conducive to mosquito breeding habitat. d. Prevent run-off from site during demolition and construction operations. 3. Land resources: Prior to construction, identify land resources to be preserved within the Work area. Do not remove, cut, deface, injure, or destroy land resources including trees, shrubs, vines, grasses, top soil, and land forms without permission from The City. 4. Air Resources: Prevent creation of dust, air pollution, and odors. a. Use water sprinkling, temporary enclosures, and other appropriate methods to limit dust and dirt rising and scattering in air to lowest practical level. 1) Do not use water when it may create hazardous or other adverse conditions such as flooding and pollution. b. Store volatile liquids, including fuels and solvents, in closed containers. C. Properly maintain equipment to reduce gaseous pollutant emissions. d. Interior final finishes: Schedule construction operations involving wet products prior to packaged dry products to the greatest extent possible in accordance with The City approved Solid Waste Management and Environmental Protection Plan. e. Temporary Ventilation: As specified in Section 01 50 00 - Temporary Facilities and Controls, and as follows: 1) Provide adequate ventilation during and after installation of interior wet products and interior final finishes. 2) Provide adequate ventilation of packaged dry products prior to installation. Remove from packaging and ventilate in a secure, dry, well -ventilated space free from strong contaminant sources and residues. Provide a temperature range of 60 -degrees F minimum to 90 -degree F maximum continuously during the ventilation period. Do not ventilate within limits of Work unless otherwise approved by City Engineer. f. Pre -occupancy ventilation: After final completion and prior to initial occupancy, provide adequate ventilation for minimum 5 days. Pre -occupancy ventilation procedures: 1) Use supply air fans and ducts only; 2) Temporarily seal exhaust ducts; 3) Temporarily disable exhaust fans; CITY OF NEWPORT BEACH 01 7419-4 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 4) Provide exhaust through operable windows or temporary openings. 5) Provide temporary exhaust fans as required to pull exhaust air from deep interior locations. Stair towers may be used for exhausting air from the building during the temporary ventilation. 6) After pre -occupancy ventilation and prior to final testing and balancing of HVAC system, replace air filters and make HVAC system fully operational. 5. Fish and Wildlife Resources: Manage and control construction activities to minimize interference with, disturbance of, and damage to fish and wildlife. 6. Noise Control: Perform demolition and construction operations to minimize noise. Perform noise producing work in less sensitive hours of the day or week as directed by the Engineer. a. Repetitive, high level impact noise will be permitted only between the hours permitted in the City Noise Ordinance. Do not exceed the limitations specified by OSHA. b. Provide equipment, sound -deadening devices, and take noise abatement measures that are necessary for compliance. CITY OF NEWPORT BEACH CHANNEL PLACE PARK RESTROOM REPAIR END OF SECTION 01 7419-5 Drawing No. B -5122-S Appendix A Project Name.- Contractor ame: Contractor Name: Contractor Address: SECTION 01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL SUMMARY OF SOLID WASTE DISPOSAL AND DIVERSION License Number: Solid Waste Material Date Material Disposed/ Diverted Amount Disposed/ Diverted (ton or cu.yd) Municipal Solid Waste Facility (name, address, & phone number) Recycling/Reuse Facility (name, address, & phone number) Comments (if disposed, state why not diverted) - Asphalt Concrete Metal Wood Debris Glass Clay brick Paper/ Cardboard Plastic Gypsum Paint - Carpet Other: Signature: Project Name: Date: Appendix B RESOURCE CONSERVATION AND RECOVERY ACT - PROJECT SUMMARY Contractor Name: Contractor Address.- CITY ddress: License Number: CITY OF NEWPORT BEACH 01 7419-6 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 1.0 EPA GUIDELINE ITEMS A. Fly Ash: 1. Total dollar amount of concrete and cement provided for this project. 2. Total dollar amount of concrete and cement containing fly ash provided for this project. Were there any technical impediments to increasing the amount of concrete and cement containing fly ash provided for this project? a. If yes, please explain. B. Building Insulation Products: 3. Total dollar amount of building insulation products provided for this project. Total dollar amount of building insulation products containing recycled materials provided for this project. $ Were there any technical impediments to increasing the amount of building insulation products containing recycled materials provided for this project? a. If yes, please explain. C. Carpet: 1. Total dollar amount of carpet provided for this project. $ 2. Total dollar amount of carpet containing recycled materials provided for this project. 3. Were there any technical impediments to increasing the amount of carpet containing recycled materials provided for this project? a. If yes, please explain. D. Floor Tiles (resilient): 1. Total dollar amount of floor tile (resilient) provided for this project. $ 2. Total dollar amount of floor tile (resilient) containing recycled materials provided for this project. $ 3. Were there any technical impediments to increasing the amount of floor tile (resilient) containing recycled materials provided for this project? a. If yes, please explain. CITY OF NEWPORT BEACH 01 7419-7 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL E. Floor Tiles (ceramic): 1. Total dollar amount of floor tile (ceramic) provided for this project. $ 2. Total dollar amount of floor tile (ceramic) containing recycled materials provided for this project. 3. Were there any technical impediments to increasing the amount of floor tile (ceramic) containing recycled materials provided for this project? a. If yes, please explain. F. Hydraulic Mulch: 3. Total dollar amount of hydraulic mulch provided for this project. $ Total dollar amount of hydraulic mulch containing recycled materials provided for this project. Were there any technical impediments to increasing the amount of hydraulic mulch containing recycled materials provided for this project? a. If yes, please explain. G. Compost: Total dollar amount of compost provided for this project. $ Total dollar amount of compost containing recycled materials provided for this project. Were there any technical impediments to increasing the amount of hydraulic mulch containing recycled materials provided for this project? a. If yes, please explain. 2.0 SPECIFICATIONS NOT USED 3.0 SOLID WASTE PREVENTION A. Total dollar amount of solid waste disposed (landfill) for this project B. Total weight of solid waste disposed (landfill) for this project. $. 4.0 RECYCLING A. Total dollar value of solid waste diverted from landfill and recycled or reused for this project. (Express as total dollar amount for solid waste disposal in landfill for equivalent type and amount of diverted waste.) CITY OF NEWPORT BEACH 01 7419-8 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL B. Total weight of solid waste diverted from landfill and recycled or reused for this project. (Express as total weight for solid waste disposal in landfill for equivalent type and amount of diverted waste.) 5.0 COMMENTS A. Comments and suggestions for increasing amount of recycled materials used in construction materials. B. Comments and suggestions for improving solid waste prevention and recycling efforts during construction. Signature: Date: CITY OF NEWPORT BEACH 01 7419-9 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 7704 CLOSEOUT PROCEDURES AND TRAINING PART 1 - GENERAL 1.1 Manuals A. Purpose: Operation and maintenance manuals are for the training of, and use by, City employees in the operation and maintenance of the systems and related equipment as specified below. The manuals must consist of instruction on systems and equipment. A separate manual or chapter must be prepared for each of the following classes of equipment or system: 1. Doors. 2. Plumbing systems. 3. Electrical systems. 4. Miscellaneous building equipment and systems. B. Content: Unless otherwise indicated, each chapter must contain the following, as applicable: 1. Introduction. 2. Table of contents. 3. Description of system (including design intent and considerations). C. Preparation: The outline below is intended as a general guide for preparing the manuals. The manuals must be prepared to provide for the optimum operation and maintenance of the various systems. The description of systems and general operating instructions for plumbing and electrical manuals may cover only complicated or unusual parts of these systems, such as sewage ejectors, transformers, high tension switchgear, and signal and alarm systems. Manufacturer's literature and data must be those of the actual equipment installed under contract for the particular facility. Further guidance is available in the ASHRAE Handbook, 1984, Systems Volume, Chapter 39, Mechanical Maintenance. D. Suggested Outline for Operation and Maintenance (O&M) Manuals: This is a suggested outline, with general requirements of O&M manuals. The outline is presented to indicate the extent of material to be covered and the individual items required in manuals for major facilities. The outline may be modified to suit specific installations; however, the purpose of the manual must be fulfilled. The manual is not intended to duplicate manufacturers' data, but proper references must be made in the text of the O&M manual to indicate that that information is applicable and where it is located. Part I. Description and Design Intent a. Introduction 1) Provide a brief description of project and purpose of the maintenance manual. The following statements must be included: "Operation and maintenance of this equipment must be performed in accordance with this manual and posted instructions, subject to compliance with applicable technical guides and standards issued by the City. It is recognized that minor changes in control points and settings will be required, based on actual operating experience, to correct varying conditions and improve operation. When such changes appear necessary, they must be submitted to the maintenance manager for consideration. Upon approval of any changes, the applicable portions of all copies of the manual and proposed instructions must be revised and reissued, and any change in operating procedure brought to the attention of all operating personnel." 2) "This manual is specifically developed to assist the City official in charge at the facility to operate and maintain the building systems and equipment. Manufacturers' recommendations set forth for certain components must be followed during the complete warranty period for that equipment." 3) Contents of Manual. This portion of the introduction must explain that the manual is to contain complete operating, maintenance, and safety instructions for all equipment listed. It must also contain any other appropriate references CITY OF NEWPORT BEACH 01 7704-1 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 7704 CLOSEOUT PROCEDURES AND TRAINING as required to outline an explanation of the manuals and major categories of reference material required with the manuals. Table of Contents 1) The table of contents must list numbers and titles of chapters, sections, and main paragraphs, with their page numbers. Each volume in a set of manuals must contain its own table of contents. Publications containing 10 or more illustrations or tables must include a list of illustrations or tables, as applicable. These lists must show number, title, and page number of each illustration and table. Following is a typical table of contents: a. Doors 1.) Specialized hardware b. Plumbing Systems 1.) Potable water 2.) Sanitary drains c. Electrical Systems 1.) Incoming Service 2.) Electrical power distribution 3.) Lighting and lighting controls d. Miscellaneous Building Equipment Part II. Operating Sequence and Procedures a. Contents: Each chapter must describe the procedures necessary for City personnel to operate the system and equipment covered in that chapter. b. Operating Procedures: The operating procedures must be divided into four subsections: Startup, Operation, Emergency Operation, and Shutdown. 1) Startup: Give complete instructions for energizing the equipment and making initial settings and adjustments whenever applicable. If equipment is fully automatic, a statement to that effect is all that is required. If a specific sequence of steps must be performed, give step-by-step instructions in the proper sequence. If timing- (such as warm-up between power -on and adjustment) is important, clearly state the specific minimum time required at the proper point in the procedure. Refer to controls and indicators by panel; make references consistent with the nomenclature used in illustrations and tables of controls and indicators. If preliminary settings differ for different modes of operations, give procedures for each mode. 2) Operation: Give detailed instructions in proper sequence for each mode of operation. When, for a given action on the part of the operator, alternate equipment responses are possible, give the appropriate operation reaction to each. 3) Emergency Operation: If some functions of the equipment can be operated while other functions are disabled, give instructions for operations under these conditions. Include here only those alternate methods of operation (from normal) that the operator can follow when there is a partial failure or malfunctioning of components, or other unusual condition. 4) Shutdown: Include instructions for stopping and securing the equipment after operation. If a particular sequence is required, give step-by-step instructions in that order. 3. Part III. Maintenance Instructions and Requirements a. Contents: Each chapter must describe the procedures necessary for City personnel to perform the maintenance on the systems and equipment covered in that chapter. Emphasis must be placed on the method of mechanical control of systems and equipment from a maintenance standpoint. References must be made, as appropriate, to drawings, schematics, and sequences of operation included as part CITY OF NEWPORT BEACH 01 7704-2 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 7704 CLOSEOUT PROCEDURES AND TRAINING of the construction contract drawings and specifications that show piping and equipment arrangements and items of control. Prints of these drawings must be reduced to 11 inches x 17 inches for insertion in the manuals. Drawings must represent the "as -built" condition. b. Maintenance Procedures: The maintenance procedures must be divided into two categories: Preventive Maintenance and Corrective Maintenance. 1) Preventive Maintenance i. Provide a schedule for preventive maintenance. State, preferably in tabular form, the recommended frequency of performance for each preventive maintenance task (cleaning, inspection, and scheduled overhauls). ii. Provide instruction and schedules for all routine maintenance cleaning and inspection, with recommended lubricants. C. Manufacturers' Brochures: Include manufacturers' descriptive literature covering devices used in the system, together with illustrations, exploded views, and renewal parts lists. This section must also include special devices manufactured by the Contractor. d. Special Maintenance: Provide information of a maintenance nature covering warranty items that have not been discussed elsewhere. e. Shop Drawings: Provide a copy of all approved shop drawings covering approval of equipment for the project with the manufacturers' brochures. f. Spare Parts Lists: Include a recommended spare parts list for all equipment furnished for the project. The parts list must include a tabulation of descriptive data for all the electrical -electronic spare parts and all the mechanical spare parts proposed for each type of equipment or system. Each part must be properly identified by part number and manufacturer. g. Warranty: Include a copy of the "special" or extended warranty in the operation and maintenance manual. E. Submittal, In both "hard" and electronic DVD, CD-ROM or flash drive format: 1. Preliminary Submittal: Two draft copies of the completed manuscript for items in this outline must be submitted to the City Engineer for review within 30 days after approval of equipment to be provided. One copy will be returned to the Contractor within 15 days after submittal and, if required, must be revised and resubmitted within 15 days. 2. Final Submittal: four complete sets of manuals must be furnished to the Engineer not later than 30 days before completion of the project. 3. Final Submittal must be accepted by the Engineer before training can begin. 1.2 Other Closeout Submittals A. Additional requirements for Systems Manuals, Operating Instructions, Training and other deliverables are contained in individual Specification Sections. All closeout requirements must be provided to and accepted by the Engineer prior to requesting final payment. Examples of additional closeout requirements include, but are not limited to, the following 1. Final Punch -List with all items certified as complete. 2. Record "As Built" Drawings, the Contractor shall submit certified As -Built Record Drawings and Specifications in the quantities and media specified. 3. Warranty, the Contractor shall submit all transferable guarantees and warranties for equipment, materials and installations furnished by any manufacturer, supplier, or installer. 4. Signed Asbestos and Lead -Based Paint Certificate. CITY OF NEWPORT BEACH 01 7704-3 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 01 7704 CLOSEOUT PROCEDURES AND TRAINING 5. Survey Report. 6. Material Safety Data Sheets 7. Signed and sealed Contractor Release of Claims. 8. Payment for items of work covered in the plans specifications Division 1 will be based on the lump sum unit bid price for mobilization. No additional compensation will be allowed. PART 2 - PRODUCTS (Not used) PART 3 - EXECUTION (Not used) END OF SECTION CITY OF NEWPORT BEACH 01 7704-4 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 02 4100 ROOF REMOVAL AND SUBSTRATE PREPARATION PART 1 - GENERAL 1.1 SUMMARY A. Removal of existing roofing components and substrate preparation related to roof replacement work. B. Recycling of mechanically attached single -ply roofing membranes, ballast, and foam insulation. 1.2 RELATED SECTIONS A. Division 1 — Submittal Procedures B. Section 01 60 00 — Product Requirements C. Section 06 15 16 — Wood Roof Deck Repair and Replacement 1.3 UNIT PRICES A. Provide unit prices for the work described in Item 3.6. 1.4 ALTERNATES A. Provide alternate pricing for recycling of the following existing roof system components: 1. Stone ballast and/or concrete pavers. 2. Mechanically attached single -ply roof membrane. 3. Rigid foam insulation board. B. Refer to Article 3.8 for preparation requirements related to recycling of existing components. C. Contact Nationwide Foam Recycling, Framingham, MA, (888) 820-2760, or similar recycling company, for recycling of existing roofing components. D. The recycler shall provide a certificate/letter to the Owner identifying the following: 1. Project name and location. 2. Contractor name. 3. Components recycled as part of the project. 4. Total weight and/or volume of materials recycled. 1.5 REFERENCES A. Reference standards of the following sources are applicable to products and procedures specified in Part 2 - Products and Part 3 — Execution of this Section: 1. Factory Mutual Global (FM) 2. National Roofing Contractors Association (NRCA) 1.6 SUBMITTALS A. Prior to the start of work, submit the following to the Owner for approval: 1. Product submittals required within Division 1. B. Refer to Division 1 for procedural requirements related to the submittal process. CITY OF NEWPORT BEACH 02 4100 -1 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 02 4100 ROOF REMOVAL AND SUBSTRATE PREPARATION 1.7 QUALITY ASSURANCE PROCEDURES A. Applicator Qualifications: A qualified firm that is approved, authorized, or licensed by roofing system manufacturer to install manufacturer's product and that is eligible to receive a manufacturer's warranty. Company shall have a minimum of 5 years documented experience certified by roofing system manufacturer. B. Single Source Responsibility: Roofing system materials and components shall be supplied and warranted by roofing system manufacturer for specified roofing system and shall be in compliance with specified regulatory requirements. C. Examine the technical specifications and drawings. Verify all dimensions, detail conditions, roof plan notes and existing site conditions that may affect the work. Verification of existing dimensions and site conditions is the responsibility of the Contractor. No additional compensation will be considered for failure to verify existing dimensions, detail conditions, roof plan note callouts, and existing site conditions. D. Upon examination, if conflicts between the technical specifications and drawings, and those of federal, state or local regulatory agencies, the product manufacturer, industry roofing standards, or Owner -mandated requirements are discovered, notify the Owner immediately for resolution. E. During work, if conditions are discovered which do not allow for continuation of the work per the technical specifications and drawings, notify the Owner immediately for resolution. 1.8 DELIVERY, STORAGE AND HANDLING A. Refer to Section 01 60 00 for transport, handling, storage and product requirements. B. Deliver materials in manufacturer's original containers, dry, undamaged, seals and labels intact. C. Store materials in weather protected environment, clear of ground and moisture. Protect foam insulation from direct sunlight exposure. Store roll materials standing on end. D. Protect adjacent materials and surfaces against damage from roofing work. Do not store materials on previously completed roofing. 1.9 ENVIRONMENTAL REQUIREMENTS A. Do not perform roof removal work during inclement weather. B. Cold weather precautions: 1. Refer to product manufacturer and NRCA requirements and recommendations for cold weather application requirements and restrictions. C. Material Safety Data Sheets (MSDS) of all specified products shall remain on site for the duration of this project. PART 2 — PRODUCTS 2.1 FASTENERS A. For re-securement of wood deck to underlying structural components, per Article 3.4: CITY OF NEWPORT BEACH 024100-2 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 02 4100 ROOF REMOVAL AND SUBSTRATE PREPARATION For untreated wood: No. 14 fluorocarbon -coated screws, length as necessary to penetrate minimum 1 -1/4 -inch depth into underlying wood structural framing. For treated wood: Stainless steel screws; length as necessary to penetrate minimum 1- 1/4 -inch depth into underlying wood structural framing. B. For re-securement of existing perimeter wood nailers to underlying substrates, per Article 3.5: 1. For securement to untreated wood: No. 14 fluorocarbon -coated screws, length as necessary to penetrate minimum 1 -1/4 -inch depth into underlying wood substrate. 2. For securement to treated wood: Stainless steel screws; length as necessary to penetrate minimum 1 -1/4 -inch depth into underlying wood substrate. 3. For securement to existing masonry walls: 1/4 -inch minimum diameter "Tapcon" screws or other fastener type suitable to adequately secure the wood to the existing masonry wall. 2.2 REPLACEMENT DRAIN COMPONENTS A. Roof drain assembly: Clamping ring type; cast iron drain bowl, clamping ring, strainer, and related fittings; such as Type 21500 (Size as necessary to match existing drain pipe size) by Josam Company unless noted otherwise in the drawngs. 1. Piping: a. To match existing, by size and type; as necessary to comply with applicable insurance requirements, and local codes. 2. Drain connectors, hangers, and clamps: a. Drain connections as required; as necessary to comply with applicable insurance requirements, and local codes. B. Roof drain clamping ring (for use where existing is missing or damaged): Cast iron; type and size to fit existing drain bowl. C. Roof drain strainer (for use where existing is missing or damaged): Cast iron; type and size to fit existing drain assembly. 2.3 RETROFIT ROOF DRAIN INSERTS A. Retrofit roof drain insert: Retrofit drain assembly, clamping ring and strainer: Product such as "Hercules RetroDrain", manufactured by OMG Roofing Products, Agawam, MA, or approved equal. Size and configuration as necessary to accommodate existing roof drain and pipe. PART 3 - EXECUTION 3.1 GENERAL A. Exercise caution to avoid damage to components indicated as "existing" or remaining in place. Do not disturb these components. B. Prior to any cutting, drilling, or removals, view both sides of the surface affected. If damage occurs to existing components, repair or replace components defaced or damaged during removals to the satisfaction of the Owner. C. Prior to work start, the contractor shall obtain the services of a licensed plumber to verify that all roof drains and plumbing vents located within the project area are free of debris and properly functioning. Notify the Owner immediately if roof drains or plumbing vents are found to be blocked, clogged, or otherwise not properly functioning. The licensed plumber shall provide a letter indicating all roof drains and plumbing vents in the project area are free of debris and properly functioning. Refer to Section 013300. CITY OF NEWPORT BEACH 024100-3 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 02 4100 ROOF REMOVAL AND SUBSTRATE PREPARATION 3.2 ROOF REMOVAL A. Removal of existing roofing and related components: Remove and discard all existing roofing materials down to the structural deck, except components designated for recycling per Article 1.4. This includes spray -applied polyurethane foam roof systems (where existing), roofing membranes, base flashings, penetration flashings, insulation, underlying roof membranes, underlayment, and sheet metal flashings and accessories, as indicated in the specifications and drawings. Remove all roofing and related components in a manner that will not cause damage to the underlying structural deck. B. Do not begin work until the substrates have been prepared as specified and are ready and acceptable to have materials installed. By beginning work, the Contractor acknowledges that the substrates are satisfactory. C. Existing roof system protection: 1. Do not use adjacent roof areas as storage areas for roofing materials. 2. Where excessive traffic over new or existing roofing is unavoidable, provide and use 3/4 - inch plywood, set over a minimum of 1-1/2 inch thick rigid board insulation to protect roofing components in place (expanded polystyrene insulation is not acceptable). 3. When materials are stored on the roof, provide roof protection as indicated above. 3.3 TEMPORARY DISPLACEMENT OF ROOFTOP EQUIPMENT A. Temporary displacement of mechanical units: 1. If mechanical units are to be temporarily displaced, shut off all affected electrical, plumbing and gas lines and disconnect all electrical, plumbing, gas lines and ventilation ducts where required to allow for lifting mechanical units prior to roof removal work. All disconnection of plumbing, gas lines, electrical conduit and ventilation ducts is to be performed by a licensed mechanical/electrical contractor. Coordinate all disconnections with the Owner. 2. Lift units in a manner that will not cause damage to the mechanical unit, mechanical unit components or structural deck. 3. Prior to leaving the site, return units to their original position, resulting in a watertight condition. 4. Ensure mechanical units are returned to their previous operational condition prior to leaving the site. B. Temporary displacement of gas lines, conduit, junction boxes and condensate lines: 1. Temporarily displace gas lines, conduit, junction boxes, condensate lines or other items that may interfere with roof replacement work. Any necessary disconnection of gas lines, conduit and junction boxes is to be performed by a licensed mechanical/electrical contractor as applicable to the work being performed. Coordinate all disconnections with the Owner. C. After completion of work, reinstall any mechanical units that have been temporarily displaced. Reconnect all electrical, plumbing, gas lines and ventilation ducts where required. All reconnection of plumbing, gas lines, electrical conduit and ventilation ducts is to be performed by a licensed mechanical/electrical contractor. Coordinate all reconnections with the Owner. D. After completion of work, reconnect any gas lines, conduit and/or junction boxes have been disconnected. Reconnection of gas lines, conduit and/orjunction boxes is to be performed by a licensed mechanical/electrical contractor as applicable to the work being performed. Coordinate all reconnections with the Owner. CITY OF NEWPORT BEACH 024100-4 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 02 4100 ROOF REMOVAL AND SUBSTRATE PREPARATION 3.4 DECK INSPECTION AND RE-SECUREMENT A. After completion of roof removal work, inspect the existing roof deck. If damaged or deteriorated roof deck is encountered, notify the Owner immediately. Refer to Section 06 15 16 for roof deck repair/replacement procedures. B. Re-securement of wood decks: 1. For locations requiring a wind uplift rating of FM 1-90 or less: a. In the field of the roof, re -secure the existing wood deck at a maximum spacing of 12 -inches on center (every other rib for 1-1/2 in. deck) at underlying supports in the field of the roof. At the roof perimeters and corners, re -secure the deck at a maximum spacing of 6 inches on center (every rib for 1- 1/2 in deck) at all underlying supports. b. At each deck side lap, secure the deck to the supporting members. For interlocking -type side laps, secure both sides of the lap (upper and lower). For overlap -type side laps, ensure securement penetrates all deck panels at the laps. C. Ensure spacing between each side lap fastener or side lap fasteners and supports is no more than 36 -inches in the field of the roof and no more than 30 - inches on center in the perimeter and corner areas. Fasten overlap -type side laps with FM -Approved side lap fasteners. 2. For locations requiring a wind uplift rating of FM 1-105 through 1-120: a. In the field of the roof, re -secure the existing wood deck at a maximum spacing of 6 -inches on center (at every rib for 1-1/2 in. deck) at underlying supports in the field of the roof. At the roof perimeters and corners, re -secure the deck with two fasteners every 6 -inches on center (two fasteners at each rib location for 1-1/2 in deck) at all underlying supports. b. At each deck side lap, secure the deck to the supporting members. For interlocking -type side laps, secure both sides of the lap (upper and lower). For overlap -type side laps, ensure securement penetrates all deck panels at the laps. C. Ensure spacing between each side lap fastener or side lap fasteners and supports is no more than 30 -inches in the field of the roof and no more than 15 - inches on center in the perimeter and corner areas. Fasten overlap -type side laps with FM -Approved side lap fasteners. 3.5 RE-SECUREMENT OF PERIMETER WOOD BLOCKING A. Re -secure wood blocking (nailers) to the underlying substrate at perimeters in a manner to resist a minimum force of 300 lbs. per linear foot, at a minimum spacing of 12 -inches on center. Refer to FM Global Loss Data Sheet 1-49. 3.6 ROOF DRAIN INSPECTION AND REPAIR A. If drain assemblies are found to be damaged, contact the Owner. Replace drain assemblies found to be damaged (Unit Price Work): 1. Remove and discard the entire roof drain assembly. 2. Install replacement roof drain bowl, clamping ring, strainer and related fittings at locations of original drain assembly. Connect the bowls to the existing piping in accordance with manufacturer requirements and recommendations, and all local and state plumbing codes. B. If the clamping ring is missing, damaged, or does not fit the drain strainer, install a new clamping ring (Unit Price Work). C. If the roof drain strainer is missing, damaged, or plastic, install a new roof drain strainer (Unit Price Work). CITY OF NEWPORT BEACH 024100-5 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 02 4100 ROOF REMOVAL AND SUBSTRATE PREPARATION 3.7 ROOF INSERT INSTALLATION A. Install retrofit roof drain inserts following the requirements and recommendations of the retrofit roof drain insert manufacturer. 3.8 RECYCLING OF EXISTING ROOFING COMPONENTS (ALTERNATE WORK) A. Rigid board foam insulation: 1. Confirm securement type of rigid board insulation. Note that rigid board foam insulation adhered using asphalt of low-rise foam adhesive cannot be recycled. 2. Inspect condition of existing rigid board foam insulation. Discard insulation boards found to be wet and/or damaged. 3. Remove insulation boards from the roof surface. 4. Contact the recycling company for instructions regarding storage of rigid board foam insulation awaiting pick-up. C. Mechanically -attached single -ply roofing membrane: 1. Confirm securement type of single -ply roofing membrane. Note that fully -adhered roofing membranes cannot be recycled. 2. Cut membrane into manageable pieces, following the instructions of the recycler. Remove and discard existing membrane seams, fastening strips, and associated fasteners. 3. Remove roofing membrane from the roof surface. 4. Contact the recycler for instructions regarding storage of roofing membrane awaiting pick-up. END OF SECTION CITY OF NEWPORT BEACH 024100-6 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 02 4119 SELECTIVE STRUCTURE DEMOLITION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes.- 1. ncludes:1. Procedures for demolition and removal of existing building elements. 2. Removal of designated building equipment and fixtures. 3. Salvaged items. 4. Salvaged material. 5. Salvaged items for re -use. B. Related Documents: The Contract Documents, as defined in Section 01 1000 - Summary of Work, apply to the Work of this Section. Additional requirements and information necessary to complete the Work of this Section may be found in other documents. C. Related Sections: 1. Section 01 3543 - Environmental Procedures: Recycling and reuse of waste materials. 1.2 SYSTEM DESCRIPTION A. The extent of Selective Demolition Work is that Work necessary and required to facilitate the new construction indicated. B. Demolition shall be such that all construction, new and existing, can be performed, and completed in accordance with the construction documents. C. The contractor shall visit the project site and familiarize himself with the existing conditions and project requirements. D. Verify the scope of the Work under this Section including salvage material. The City will be responsible for removing all materials and equipment which the City wishes to salvage prior to the beginning of this Work. 1.3 QUALITY ASSURANCE A. Performance Criteria: 1. Requirements of Structural Work: Do not cut structural work in a manner resulting in a reduction of load -carrying capacity of load/deflection ratio. 2. Operational and Safety Limitations: Do not cut operational elements and safety-related components in a manner resulting in a reduction of capacities to perform in a manner intended or resulting in a decreased operational life, increased maintenance or decreased safety. 3. Visual Requirements: Do not cut work which is exposed on the exterior or exposed in occupied spaces of the building in a manner resulting in a reduction of visual qualities or resulting in substantial evidence of the demolition work judged by the Engineer to be cut and patched in a visually unsatisfactory manner. 4. Loading: Do not superimpose loads at any point upon existing structure beyond design capacity including loads attributable to materials, construction equipment, demolition operations and shoring and bracing. 5. Vibration: Do not use means, methods, techniques or procedures which would induce vibration into any element of the structure. CITY OF NEWPORT BEACH 024119-1 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 02 4119 SELECTIVE STRUCTURE DEMOLITION 6. Fire: Do not use means, methods, techniques or procedures which would produce any fire hazard unless otherwise approved by the Engineer. 7. Water: Do not use means, methods, techniques or procedures which would produce excessive water run-off, and water pollution. 8. Air Pollution: Do not use means, methods, techniques or procedures which would produce uncontrolled dust, fumes or other damaging air pollution. 1.4 PROJECT SITE A. Indicated "Existing Construction" was obtained from existing drawings or other information which may not reflect actual conditions. The Contractor shall verify all existing conditions and notify the Engineer of discrepancies before proceeding with the Work. B. Perform the removal, cutting, drilling, etc., of existing work with extreme care, and using small tools in order not to jeopardize the structural integrity of the building. C. Occupancy: Contractor shall have full use of the facility during construction. D. Condition of Structure: The City assumes no responsibility for the actual condition of portions of the structure to be demolished. E. Partial removal: Items of salvageable value to the Contractor may be removed from the structure as the work progresses if not claimed by the City. Salvaged items must be transported from the site as they are removed. F. Protection: Make sure that the safe passage of persons around the area of demolition is maintained during the demolition operation. Conduct operations to prevent injury to adjacent buildings, structures, other facilities, and persons. 1.5 PROTECTION OF EXISTING CONSTRUCTION A. Provide temporary protection of existing construction (floors, roof, and walls) when adjoining new work and in traffic areas. B. Provide temporary construction, constructed of framing and plywood, to protect existing construction and surrounding surfaces from damage by movement of materials and personnel. C. The contractor is responsible for all damage to existing structure and shall replace or repair all areas of damage. D. Repair, replace, or rebuild existing construction as required or as directed which has been removed, altered or disrupted to allow for new construction. Existing construction shall be corrected to match adjacent construction, new or existing. E. Perform cutting of existing concrete and masonry construction with saws and core drills. Do not use jack -hammers or explosives. 1.6 SHORING AND BRACING CITY OF NEWPORT BEACH 024119-2 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 02 4119 SELECTIVE STRUCTURE DEMOLITION A. Provide temporary shoring of existing construction to allow removal of existing structural elements. Maintain shoring until new structural elements are in place and accepted by the Engineer and City Inspector(s). PART 2 - PRODUCTS 2.1 SALVAGED ITEMS A. The Contract Documents indicate the existing materials that are to be reinstalled in the new construction. The Contractor shall remove, protect and reinstall these items as indicated. 1. Items for "Reinstallation" will be indicated as such within the Contract Documents. B. Materials scheduled for reinstallation which are damaged by the Contractor to the extent that they cannot be reinstalled shall be replaced by the Contractor with equal quality material at no additional cost to the City. C. Coordinate with the Engineer on disposition of salvage items note scheduled for reinstallation, demolished materials, and equipment. Salvaged materials, not reinstalled, shall be delivered, as directed, to the City. 2.2 SALVAGED MATERIALS A. Removed and salvaged materials of value not designated for reinstallation, unless claimed as salvage by the City, shall become the property of the Contractor and shall be removed from the premises by the Contractor and recycled, reused or disposed of as specified in Section 01 3543- Environmental Procedures. B. The City will remove or, under separate contract, have all materials and equipment which the City requires removed prior to Work under this Section begins. 2.3 SALVAGED ITEMS FOR RE -USE A. Materials and items scheduled for re -use which are damaged by the contractor to the extent which they cannot be re -used shall be replaced by the Contractor at no additional cost to the C ity. PART 3 - EXECUTION 3.1 EXAMINATION A. Section 01 7300 - Execution: Verification of existing conditions before starting work. B. Verification of Conditions: Verify that field measurements, surfaces, substrates and conditions are as required, and ready to receive Work. C. Report in writing to the Engineer prevailing conditions that will adversely affect satisfactory execution of the Work of this Section. Do not proceed with Work until unsatisfactory conditions have been corrected and approved by the Engineer. CITY OF NEWPORT BEACH 024119-3 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 02 4119 SELECTIVE STRUCTURE DEMOLITION D. By beginning Work, Contractor accepts conditions and assumes responsibility for correcting unsuitable conditions encountered at no additional cost to the City. 3.2 PREPARATION A. Temporary Support: Provide adequate temporary support for work to be cut to prevent failure. Do not endanger other work. B. Provide adequate protection of other work during selective demolition to prevent damage and provide protection of the work from adverse weather exposure. 3.3 PROCEDURE A. Employ only skilled tradesmen to perform selective demolition. B. Cut work by methods least likely to damage work to the retained and work adjoining C. In general, where physical cutting action is required, cut work with sawing and grinding tools, not with hammering and chopping tools. Core drill openings through concrete and masonry work. D. Patch with seams which are durable and as invisible as possible. Comply with specified tolerances for the work. E. Where selective demolition terminates at a surface or finish to remain, completely remove all traces of material selectively demolished, including mortar beds. Provide smooth, even, substrate transition. 3.4 POLLUTION CONTROLS A. Use temporary enclosures and other suitable methods to limit the amount of dust and dirt rising and scattering in the air to the lowest practical level. Comply with AQMD standards. B. Comply with governing authorities pertaining to environmental protection. 1. Protect natural resources as specified in Section 01 3543 - Environmental Procedures. C. Clean adjacent portion of the structure and improvement of dust, dirt and debris caused by demolition operations, as directed by the Engineer and governing authorities. Return adjacent areas to its condition prior to the start of the work. 3.5 DISPOSAL OF DEMOLISHED MATERIALS A. Collect, recycle, reuse, and dispose of demolished materials as specified in Section 01 3543 - Environmental Procedures and as approved by the City in the Solid Waste Management and Environmental Protection Plan. 3.6 SCHEDULE OF SELECTIVE DEMOLITION A. Slab on Grade: CITY OF NEWPORT BEACH 024119-4 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 02 4119 SELECTIVE STRUCTURE DEMOLITION 1. Where indicated, saw cut perimeter of existing slab minimum of 50 percent of slab thickness to provide a breaking point to remove existing concrete. 2. Break concrete slab to be removed into portions easily removed, maximum 3 -foot dimensions in any side. 3. Remove all concrete pieces within removed area down to the existing subgrade. B. Plumbing: 1. Remove all plumbing fixtures and accessories including all exposed supply, waste, and vent piping. 2. Concealed piping within and below slab construction shall be identified, and capped a minimum of 3 inches (8 cm) below finish floor. C. Electrical Service: 1. All electrical circuits within the existing structure shall be abandoned from the existing service entrance section, beyond. 2. Remove all abandoned electrical conduit, boxes, and wiring back to the existing electrical service which is to remain. D. Provide additional selective demolition as indicated and required by the Contract Documents and as required for indicated new construction. E. Items for demolition covered under the plans and these specifications include rubber base, wall tile, plumbing features, F.A.U., concrete slab saw cut, cap utilities, remove interior walls, built-in counters, some doors, electrical lighting, toilet partitions, selective demolition, and as shown on drawings. F. Payment for items of work covered in the plans and Division 2 specification will be based on the lump sum bid price for building demolition and removals, no additional compensation will be allowed. END OF SECTION CITY OF NEWPORT BEACH 024119-5 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 05 5000 METAL FABRICATIONS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Decorative Metal Fencing & Gates 2. Sheet Metal B. Related Documents: The Contract Documents, as defined in Division 1 - Summary of Work, apply to the Work of this Section. Additional requirements and information necessary to complete the Work of this Section may be found in other Documents. 1.2 REFERENCES A. American Society for Testing and Materials (ASTM): 1. ASTM A123, "Zinc (Hot -Dip Galvanized) Coatings on Iron and Steel Products." 2. ASTM A153, "Zinc Coating (Hot -Dip) on Iron and Steel Hardware." 3. ASTM A307, "Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength." 4. ASTM A568, "Specification for General Requirements for Steel Sheet, Carbon, and High - Strength, Low Alloy Hot -Rolled and Cold Rolled." 5. ASTM A627, "Specification for Homogeneous Tool -Resisting Steel Bars for Security Applications. 6. ASTM A780, 'Practice for Repair of Damaged and Uncoated Areas of Hot -Dipped Galvanized Coatings." B. American Welding Society (AWS): 1. AWS D1.1 - Structural Welding Code. C. Steel Structures Painting Council Specification (SSPC): 1. Steel Structures Painting Manual. 1.3 SUBMITTALS A. Division 1 - Submittal Procedures: Procedures for submittals. 1. Product Data: a. Submit complete descriptive data for all stock items. 2. Shop Drawings: a. Prepare Shop Drawings under seal of professional structural engineer registered in state where Project is located for products requiring structural engineering. b. Include profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners and accessories, erection drawings, elevations, welded connections using standard AWS welding symbol with net weld lengths. C. Take field measurements prior to preparation of shop drawings and fabrication when possible. Allow for trimming and fitting whenever taking of field measurements before fabrication might delay construction. 1.4 DELIVERY, STORAGE, AND HANDLING A. Section 01 60 00 - Product Requirements: Transport, handle, store, and protect Products. CITY OF NEWPORT BEACH 055000-1 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 05 5000 METAL FABRICATIONS PART2-PRODUCTS 2.1 MATERIALS A. Steel plates, angles, and other structural shapes shall conform to ASTM A36. B. Steel pipe shall conform to ASTM A53, Grade B, Schedule 40. C. Galvanized steel pipe and tube shall conform to ASTM A53. D. Steel Tubing shall conform to ASTM A500. E. Sheet Steel Galvanized: ASTM A446. F. Sheet and Strip Steel Hot Rolled: ASTM A568. G. Welding Materials: AWS D1.1; type required for materials being welded. H. Stainless Steel Sheet: ASTM A 240/A 240M, type 304 with #4 finish. I. Anchors 1. Threaded Type Concrete Inserts: Galvanized malleable iron or cast steel capable of receiving 3/4 -inch diameter machine bolts. 2. Slotted Type Concrete Inserts: Welded box type fabricated with minimum 1/8 -inch -thick galvanized pressed steel plate with slot to receive 3/4 -inch diameter square head bolt and knockout cover. 3. Expansion Shield for Masonry Anchorage: FS FF -2-325. 4. Toggle Bolts: FS FF -B-588. J. Fasteners 1. Bolts, Nuts and Washers for Exterior Locations: ASTM A307, galvanized in accordance with ASTM A153. 2. Bolts, Nuts and Washers for Interior Locations: ASTM A307, Grade A, regular hexagon head. 3. Bolts, Round Head: ANSI B-18.5 4. Wood Screws, Flat Head Carbon Steel: ANSI B-18.6.1. 5. Plain Washers, Helical Spring Type Carbon Steel: FS FF -W-84. K. Primers: 1. Primer for Painting: One of following: a. Tnemec, Kansas City, MO, (816) 474-3400: No. 99 red primer. b. Chessman -Elliot Company: Ceco No. 15 Primox. C. Rowe Products, Inc.: No. 7-C-19. d. Section 01 60 00 — Product Requirements. Substitutions: Permitted. 2. Touch -Up Primer for Galvanized Surfaces: FS TT -P-641. 2.2 FABRICATION A. Fabricate steel items according to approved shop drawings and to applicable portions of AISC Specifications. Conceal welds where possible; grind exposed welds smooth and flush with adjacent finished surface. Ease exposed edges to small uniform radius. B. Pre -assemble products in shop to greatest extent possible. Disassemble units to extent necessary for shipping and handling. Clearly mark units for re -assemble and installation. CITY OF NEWPORT BEACH 055000-2 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 05 5000 METAL FABRICATIONS C. For exposed to view fabrications, use materials which are smooth and free of surface blemishes including pitting, seams marks, roller marks, roller trade names and roughness. Remove blemishes by grinding or by welding and grinding, prior to cleaning, treating and application of surface finishes including zinc coating. D. Fabricate items with joints tightly fitted and secured. E. Fit and shop assemble in largest practical sections for delivery to Project site. F. Exposed Mechanical Fastenings: Flush countersunk screws or bolts; unobtrusively located,- consistent ocated;consistent with design of structure, except where specifically noted otherwise. G. Make exposed joints butt tight, flush and hairline. H. Fabricate anchorage and related components of same material and finish as metal fabrication, unless indicated otherwise. 2.3 ROUGH HARDWARE A. Furnish bent or otherwise custom fabricated bolts, plates, anchors, hangers, dowels, and other miscellaneous steel and iron shapes as required for framing and supporting woodwork, and for anchoring or securing woodwork to concrete or other structures. Straight bolts and other stock rough hardware items are specified in Division 6 sections. B. Fabricate items to sizes, shapes, and dimensions required. Furnish malleable -iron washers for heads and nuts which bear on wood structural connections; elsewhere, furnish steel washers. 2.4 MISCELLANEOUS STEEL TRIM A. Provide shapes and sizes indicated for profiles shown. Unless otherwise indicated, fabricate units from structural steel shapes, plates, and steel bars, with continuously welded joints and smooth exposed edges. Use concealed field splices wherever possible. Provide cutouts, fittings, and anchorages as required for coordination of assembly and installation with other work. B. Galvanize miscellaneous framing and supports in the following locations: 1. Exterior locations. 2.5 FINISHES, GENERAL A. Comply with NAAMM "Metal Finishes Manual' for recommendations relative to application and designations of finishes. B. Finish metal fabrications after assembly. 2.6 STEEL AND IRON FINISHES A. Galvanizing: For those items indicated for galvanizing, apply zinc -coating by the hot -dip process compliance with the following requirements: 1. ASTM Al 53 for galvanizing iron and steel hardware. CITY OF NEWPORT BEACH 055000-3 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 05 5000 METAL FABRICATIONS ASTM A123 for galvanizing both fabricated and unfabricated iron and steel products made of uncoated rolled, pressed, and forged shapes, plates, bars, and strip 0.0299 inch thick and heavier. B. Preparation for Shop Priming: Prepare uncoated ferrous metal surfaces to comply with minimum requirements indicated below for SSPC surface preparation specifications and environmental exposure conditions of installed metal fabrications: 1. Interiors (SSPC Zone 1A): SSPC-SP3 "Power Tool Cleaning": C. Apply shop primer to uncoated surfaces of metal fabrications, except those with galvanized finish or to be embedded in concrete, sprayed -on fireproofing, or masonry, unless otherwise indicated. Comply with requirements of SSPC-PA1 "Paint Application Specification No. 1" for shop painting. 2.7 SHOP PAINTING AND PROTECTIVE COATING A. Conform to Steel Structures Painting Council Specification 15-68T, Type 1, including preparation for painting. B. Hot -Dip galvanizing and zinc coatings applied on products fabricated from rolled, pressed, and forged steel shapes, plates, bars and strips shall comply with ASTM Specification A123. Galvanized surfaces for which a shop coat of paint is specified shall be chemically treated to provide a bond for the paint. Except for bolts and nuts, all galvanizing shall be done after fabrication. C. Clean surfaces of rust, scale, grease and foreign matter in accordance with SSPC SP -1 solvent cleaning, prior to finishing. Prepare surfaces for painting in accordance with SSPC-SP2 Hand Tool Cleaning, SSPC-SP3 Power Tool Cleaning or SSPC SP -7 Brush Off Blast Cleaning. D. Do not prime surfaces in direct contact bond with concrete or where field welding is required. E. Prime paint items scheduled with one coat. F. Protect aluminum surfaces in contact with steel with zinc chromate primer. PART 3 - EXECUTION 3.1 EXAMINATION A. Section 01 70 00 - Execution and Closeout Requirements: Verification of existing conditions before starting work. B. Verification of Conditions: Verify that field measurements, surfaces, substrates and conditions are as required, and ready to receive Work. C. Report in writing to Project Manager prevailing conditions that will adversely affect satisfactory execution of the Work of this Section. Do not proceed with Work until unsatisfactory conditions have been corrected. D. By beginning Work, Contractor accepts conditions and assumes responsibility for correcting unsuitable conditions encountered at no additional cost to the City/Owner. CITY OF NEWPORT BEACH 055000-4 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 05 5000 METAL FABRICATIONS 3.2 PREPARATION A. Coordinate and furnish anchorages, setting drawings, diagrams, templates, instructions, and directions for installation of anchorages, including concrete inserts, sleeves, anchor bolts, and miscellaneous items having integral anchors that are to be embedded in concrete or masonry construction. Coordinate delivery of such items to project site. 3.3 INSTALLATION A. Fastening to In -Place Construction: Provide anchorage devices and fasteners where necessary for securing miscellaneous metal fabrications to in-place construction; include threaded fasteners for concrete and masonry inserts, toggle bolts, through -bolts, lag bolts, wood screws, and other connectors as required. B. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installation of miscellaneous metal fabrications. Set metal fabrication accurately in location, alignment, and elevation; with edges and surfaces level, plumb, true, and free of rack; and measured from established lines and levels. C. Provide temporary bracing or anchors in formwork for items that are to be built into concrete masonry or similar construction. D. Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be left as exposed joints but cannot be shop welded because of shipping size limitations. Do not weld, cut or abrade the surfaces of exterior units which have been hot dip galvanized after fabrication, and are intended for bolted or screwed field connections. E. Field Welding: Comply with AWS Code for procedures of manual shielded metal -arc welding, appearance and quality of welds made, methods used in correcting welding work, and the following: 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. At exposed connections, finish exposed welds and surfaces smooth and blended so that no roughness shows afterfinishing and contour of welded surface matches those adjacent. 3.4 ADJUSTING AND CLEANING A. Touch -Up Painting: Immediately after erection, clean field welds, bolted connections, and abraded areas of shop paint, and paint exposed areas with same material as used for shop painting to comply with SSPC-PA 1 requirements for touch-up of field painted surfaces. 1. Apply by brush or spray to provide a minimum dry film thickness of 2.0 mils. B. For galvanized surfaces clean welds, bolted connections and abraded areas and apply galvanizing repair paint to comply with ASTM A780. END OF SECTION CITY OF NEWPORT BEACH 055000-5 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 06 1000 ROUGH CARPENTRY PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Wood Framing. 2. Concealed blocking behind wall mounted items. 3. Sheathing material. 4. Wood treatment. B. Related Documents: The Contract Documents, as defined in Section 01 1000 - Summary of Work, apply to the Work of this Section. Additional requirements and information necessary to complete the Work of this Section may be found in other documents. 1.2 REFERENCES A. American Lumber Standards Committee (ALSC): 1. Softwood Lumber Standards. B. American Plywood Association (APA): 1. Grades and Standards. C. American Society for Testing and Materials (ASTM): 1. ASTM A307 - Specification for Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength. 2. ASTM E84 - Test Method for Surface Burning Characteristics of Building Materials. D. American Wood Preservers Association (AWPA): 1. AWPA - C1 - All Timber Products - Preservative Treatment by Pressure Process. 2. AWPA - C15 - Wood for Commercial -Residential Construction Preservative Treatment by Pressure Processes. 3. AWPA - C20 - Structural Lumber - Fire -Retardant Treatment by Pressure Processes. 4. AWPA - C27 - Plywood - Fire -Retardant Treatment by Pressure Processes. 5. AWPA - P5 - Waterborne Preservatives. E. Underwriters' Laboratories, Inc. (UL): 1. UL FR S - Fire Rated Treated Wood with Flame Spread and Smoke Developed Ratings of 25 or less in accordance with ASTM E84. 2. UL 723 - Test for Surface Burning Characteristics of Building Materials. 1.3 SUBMITTALS A. Section 01 3300 - Submittal Procedures: Procedures for submittals. 1. Assurance/Control Submittals: a. Certificates: 1) Pressure Treated Wood: Certification from treating plant stating chemicals and process used and net amount of preservative retained are in conformance with specified standards. 2) Preservative Treated Wood: Certification for water -borne preservative that moisture content was reduced to 19 percent maximum, after treatment. CITY OF NEWPORT BEACH 061000-1 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 06 1000 ROUGH CARPENTRY 3) Fire -Retardant Treated Wood: Certification from treating plant stating that fire -retardant treatment materials comply with governing code, ordinances and requirements of local authority having jurisdiction, and treatment will not bleed through finished surfaces. 1.4 QUALITY ASSURANCE A. Perform Work in accordance with the following agencies: 1. Lumber Grading Agency: Certified by ALSC. 2. Plywood Grading Agency: Certified by APA. B. Regulatory Requirements: Conform to applicable codes for fire -retardant treatment of wood surfaces for flame/smoke ratings. 1.5 DELIVERY, STORAGE AND HANDLING A. Section 01 6000 - Product Requirements: Transport, handle, store, and protect products. 1. Inspect wood materials for conformance to specified grades, species, and treatment at time of delivery to Project Site. 2. Reject and return unsatisfactory wood materials. B. Provide facilities for handling and storage of materials to prevent damage to edges, ends and surfaces. C. Keep materials dry. Stack materials off ground minimum 12 inches or, if on concrete slab -on - grade, minimum 1-1/2 inches, fully protected from weather. Provide for air circulation within and around stacks and under temporary coverings. D. For materials pressure treated with waterborne chemicals, place spacers between each bundle to provide air circulation. 1.6 ENVIRONMENTAL REQUIREMENTS A. Environmental Impact: 1. Formaldehyde: Products containing urea -formaldehyde will not be permitted. 2. Wood pressure treatment products: Products containing chromium will not be permitted. Products containing arsenic will not be permitted. 3. Use exterior plywood only. Interior plywood is not permitted. PART 2 -PRODUCTS 2.1 LUMBER MATERIALS A. Lumber, finished 4 sides, 15 percent maximum moisture content. Each piece of lumber to be factory marked with type, grade, mill and grading agency. 1. Light framing: Construction grade Douglas fir or southern pine, appearance grade where exposed. 2. Structural framing and timbers: No. 2 grade Douglas Fir, Southern Pine, or Spruce, appearance grade where exposed. 3. Boards: Construction grade. CITY OF NEWPORT BEACH 061000-2 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 06 1000 ROUGH CARPENTRY 2.2 NAILERS, BLOCKING, FURRING AND SLEEPERS A. Wood for nailers, blocking, furring and sleepers: Construction grade, finished 4 sides, 15 percent maximum moisture content. Pressure preservative treat items in contact with roofing, flashing, waterproofing, masonry, concrete or the ground. 2.3 BUILDING PAPER A. Asphalt saturated felt, non -perforated. 2.4 FASTENERS A. Fasteners: Provide manufacturers recommended power tools for each type of fastener. 1. Bolts, Nuts, Washers, Lag Screws, and Wood Screws: ASTM A307, Medium carbon steel; size and type to suit application; galvanized for treated wood; plain finish for other interior locations, of size and type to suit application, unless otherwise noted. 2. Expansion Shield Fasteners: For anchorage of non-structural items to solid masonry and concrete. 3. Powder or Pneumatically Activated Fasteners: For anchorage of non-structural items to steel. 4. Fasteners for Wood and Plywood (over 1/2 inch) to Light Gage Metal Framing and Metal Deck (up to 1/8 inch thick): a. Hilti PWH #3 with wings. b. ITW TEKS/4 with wings. C. Or approved equal. 5. Fasteners for Wood and Plywood (up to 2 inches thick) to Metal (from 1/8 inch to 1/4 inch thick): a. Hilti PFH #4 with wings. b. ITW TEKS/4 with wings. C. Or approved equal. 6. Fasteners for Non -Structural Wood Members to Masonry: 1/4 -inch diameter x 3-1/4 inch with Philips flat head. a. Tapcon masonry anchors, by ITW Buildex. b. Kwik -Con II fastener, by Hilti. C. Or approved equal 7. Fasteners for preservative treated lumber must be hot dipped galvanized, type 304 or 316 stainless steel, or zinc -polymer coated. 2.5 WOOD TREATMENT A. Preservative Pressure Treated Lumber, Alkaline Copper Quat (ACQ): Type B, Ammoniacal Copper Quat or Type D, Amine Copper Quat. 1. Manufacturers: a. Chemical Specialties, Incorporated, b. Arch Wood Protection, Inc., C. Osmose Inc., d. Or approved equal. 2. Products: a. CSI: "Preserve". b. Arch Wood: "Natural Select". C. Osmose: "Nature Wood". d. Or approved equal. CITY OF NEWPORT BEACH 061000-3 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 06 1000 ROUGH CARPENTRY 3. Impregnate lumber with preservative treatment conforming to AWPA Standard C1 and P5. Apply the preservative in a closed cylinder by pressure process in accordance with AWPA Standard C15. 4. Retention of preservative: a. Moderate service conditions (weather exposure): 0.25 pounds per cubic foot (oxide basis). b. Severe conditions (constant contact with ground or water): 0.40 pounds per cubic foot (oxide basis). 5. Remove excess moisture where shrinkage is a serious fault or where treated lumber will be in contact with plaster, or stucco, and where water -borne treated lumber is to be painted or stained. 6. Lumber shall be dried to 15 to 19 percent moisture content after treatment, and material to be painted or stained shall have knots and pitch streaks sealed as with untreated wood. 7. Liberally brush freshly cut surfaces, bolt holes and machined areas with the same preservative in accordance with AWPA Standard M4. 8. Treatment material shall provide protection against termites and fungal decay and shall be registered for use as a wood preservative by the U. S. Environmental Protection Agency. B. Wood Requiring Treatment: 1. Lumber, Preservative Treated: Nailers, blocking, stripping, and similar items in conjunction with roofing, flashing, and other construction. Sills, blocking, furring, stripping, and similar items in contact with masonry or concrete. PART 3 - EXECUTION 3.1 EXAMINATION A. Section 01 7300 - Execution: Verification of existing conditions before starting work. B. Verification of Conditions: Verify that field measurements, surfaces, substrates and conditions are as required, and ready to receive Work. 1. Verify that spacing, direction and details of supports are correct to accommodate installation of blocking, backing, stripping, furring and nailing strips. C. Report in writing to the Engineer prevailing conditions that will adversely affect satisfactory execution of the Work of this Section. Do not proceed with Work until unsatisfactory conditions have been corrected and approved by the Engineer. D. By beginning Work, Contractor accepts conditions and assumes responsibility for correcting unsuitable conditions encountered at no additional cost to the City. 3.2 INSTALLATION - FRAMING A. Set structural members level and plumb, in correct position. B. Make provisions for erection loads, and for sufficient temporary bracing to maintain structure safe, plumb, and in true alignment until completion of erection and installation of permanent bracing. C. Place horizontal members, crown side up. CITY OF NEWPORT BEACH 061000-4 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 06 1000 ROUGH CARPENTRY D. Construct load bearing framing and curb members full length without splices. E. Double members at openings as indicated on Drawings. Space short studs over and under opening to stud spacing. F. Construct double joist headers at ceiling openings and under wall stud partitions that are parallel to roof trusses. Frame rigidly into roof trusses. G. Place full width continuous sill flashings under framed walls on cementitious foundations. Lap flashing joint 4 inches. H. Place sill gasket directly on sill flashing. Puncture gasket clean and fit tight to protruding foundation anchor bolts. I. Coordinate installation of wood decking and prefabricated wood trusses. J. Install miscellaneous blocking, nailing strips and framing where required as backing for attachment of wall mounted fixtures, cabinetwork, and other items, and as detailed on Drawings. Coordinate to allow proper attachment of work of other Sections. 1. Secure in place using fasteners specified. Use only recommended power tools for placement of fasteners. 2. Recess heads of fasteners below surface of wood members. K. Secure in place with appropriate fasteners. Use fasteners of correct size that will not penetrate members where opposite side will be exposed to view or require finishing. Do not split wood with fasteners; set panel products to allow expansion at joints. L. Construct members of continuous pieces of longest possible lengths. 3.3 SITE TREATMENT OF WOOD MATERIALS A. Apply preservative treatment in accordance with manufacturer's published instructions. B. Brush apply two coats of preservative treatment on wood in contact with cementitious materials and roofing and related metal flashings. Treat site -sawn cuts. C. Allow preservative to dry prior to erecting members. 3.4 CONSTRUCTION A. Site Tolerances: 1. Framing Members: 1/4 inch from true position, maximum. 3.5 FIELD QUALITY CONTROL A. Section 01 4000 - Quality Requirements: Field inspection. B. Framing Inspection: 1. Inspect wood framing installation and connections at completion of each phase of wood construction for correct installation, nailing, connections, and fasteners. CITY OF NEWPORT BEACH 061000-5 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 06 1000 ROUGH CARPENTRY 2. Inspect and verify that types and spacing of fasteners are installed in locations specified or indicated on Drawings. 3. Inspect types, locations, and fasteners for structural metal framing connectors. 4. Inspect types, locations, and connections of hold-down anchors. 5. Inspect wood to steel beam connections. 3.6 SCHEDULE - NAILING CONNECTION Joist to sill or girder, toenail Bridging to joist, toenail each end Bottom Plate to joist or blocking, face nail Top plate to stud, end nail Stud to bottom plate Double studs, face nail Double top plates, face nail Top plates, laps and intersections, face nail Continuous header, two pieces Ceiling joists to plate, toenail Continuous header to stud, toenail Ceiling joists, laps over partitions, face nail Ceiling joists to parallel rafters, face nail Rafter to plate, toenail Built-up corner studs Built-up beams NAILING 3-8d 2-8d 16d at 16 inches o.c. 2-16d 4-8d, toenail or 2-16d, end nail 16d at 24 inches o.c. 16d at 16 inches o.c. 2-16d 16d at 16 inches o.c. along each edge 3-8d 4-8d 3 - 16d 3-16d 3 - 16d 16d at 24 inches o.c. 20d at 32 inches o.c. at top and bottom staggered 2 - 20d at ends and at each splice Payment for items of work covered under Division 6 of the plans and these specifications shall be based on the lump sum bid pricing identified in the Bid Schedule. No additional compensation will be allowed. END OF SECTION CITY OF NEWPORT BEACH 061000-6 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 07 0150 PREPARATION FOR RE -ROOFING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Roof tear -off. 2. Temporary roofing membrane. 3. Roof replacement preparation. 1.3 MATERIALS OWNERSHIP A. Except for items or materials indicated to be reused, reinstalled, or otherwise indicated to remain Owner's property, demolished materials shall become Contractor's property and shall be removed from Project site. 1.4 DEFINITIONS A. Roofing Terminology: Refer to ASTM D 1079 and glossary in NRCA's "The NRCA Roofing and Waterproofing Manual" for definition of terms related to roofing work in this Section. B. Existing Membrane Roofing System: Roofing system identified above, including roofing membrane, roof insulation, surfacing, and components and accessories between deck and roofing membrane. C. Roof Tear -Off: Removal of existing membrane roofing system from deck. D. Remove: Detach items from existing construction and legally dispose of them off-site unless indicated to be removed and reinstalled. E. Existing to Remain: Existing items of construction that are not indicated to be removed. F. Construction Waste: Building and site improvement materials and other solid waste resulting from construction, remodeling, renovation, or repair operations. Construction waste includes packaging. G. Demolition Waste: Building and site improvement materials resulting from demolition or selective demolition operations. H. Disposal: Removal off-site of demolition and construction waste and subsequent sale, recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction. 1.5 ACTION SUBMITTALS A. Product Data: For each type of product indicated. CITY OF NEWPORT BEACH 07 0150 -1 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 07 0150 PREPARATION FOR RE -ROOFING B. Temporary Roofing: Include Product Data and description of temporary roofing system. If temporary roof will remain in place, submit surface preparation requirements needed to receive permanent roof, and submit a letter from roofing membrane manufacturer stating acceptance of the temporary membrane and that its inclusion will not adversely affect the roofing system's resistance to fire and wind. 1.6 INFORMATIONAL SUBMITTALS A. Qualification Data: For Installer B. Digital Images or Videos: Show existing conditions of adjoining construction and site improvements, including exterior and interior finish surfaces, which might be misconstrued as having been damaged by reroofing operations. Submit before Work begins. C. Schedule of Re -Roofing Preparation Activities: Indicate the following: 1. Detailed sequence of re -roofing preparation work, with starting and ending dates for each activity. Ensure occupants' on-site operations are uninterrupted. 2. Interruption of utility services. Indicate how long utility services will be interrupted. 3. Coordination of Owner's continuing occupancy of portions of existing building. 1.7 QUALITY ASSURANCE A. Reroofing Conference: Conduct conference at Project site. 1. Meet with Owner; Architect; roofing system manufacturer's representative; roofing Installer including project manager, superintendent, and foreman; and installers whose work interfaces with or affects reroofing including installers of roof accessories and roof -mounted equipment. 2. Review methods and procedures related to roofing system tear -off and replacement including, but not limited to, the following: a. Reroofing preparation, including membrane roofing system manufacturer's written instructions. b. Temporary protection requirements for existing roofing system that is to remain during and after installation. C. Existing roof drains and roof drainage during each stage of reroofing, and roof drain plugging and plug removal requirements. d. Construction schedule and availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. e. Existing deck removal procedures and Owner notifications. f. Condition and acceptance of existing roof deck and base flashing substrate for reuse. g. Structural loading limitations of deck during reroofing. CITY OF NEWPORT BEACH 070150-2 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 07 0150 PREPARATION FOR RE -ROOFING h. Base flashings, special roofing details, drainage, penetrations, equipment curbs, and condition of other construction that will affect reroofing. i. Existing conditions that may require notification of Architect before proceeding. 1.8 PROJECT CONDITIONS A. Protect building to be reroofed, adjacent buildings, walkways, site improvements, exterior plantings, and landscaping from damage or soiling from reroofing operations. B. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. C. Weather Limitations: Proceed with reroofing preparation only when existing and forecasted weather conditions permit Work to proceed without water entering existing roofing system or building. D. Daily Protection: Coordinate installation of roofing so insulation and other components of roofing system not permanently exposed are not subjected to precipitation or left uncovered at the end of the workday or when rain is forecast. PART 2 -PRODUCTS 2.1 INFILL MATERIALS A. Use infill materials matching existing membrane roofing system materials unless otherwise indicated. 2.2 TEMPORARY ROOFING MATERIALS A. Design and selection of materials for temporary roofing are responsibilities of Contractor. 2.3 TEMPORARY ROOF DRAINAGE A. Design and selection of materials for temporary roof drainage are responsibilities of the Contractor. PART 3 - EXECUTION 3.1 PREPARATION, GENERAL A. Temporary Weather Protection: During removal operations, have sufficient and suitable materials on-site to facilitate rapid installation of temporary protection in the event of unexpected rain. B. Roof Drain Protection: Maintain roof drains in functioning condition to ensure roof drainage at end of each workday. Prevent debris from entering or blocking roof drains and conductors. Use roof - drain plugs specifically designed for this purpose. Remove roof -drain plugs at end of each workday, when no work is taking place, or when rain is forecast. 1. If roof drains are temporarily blocked or unserviceable due to roofing system removal or partial installation of new membrane roofing system, provide alternative drainage method to remove water and eliminate ponding. Do not permit water to enter or under existing membrane roofing system components that are to remain. CITY OF NEWPORT BEACH 070150-3 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 07 0150 PREPARATION FOR RE -ROOFING 3.2 ROOF TEAR -OFF A. General: Notify Owner each day of extent of roof tear -off proposed for that day and obtain authorization to proceed. B. Roof Tear -Off: Remove existing roofing membrane, insulations, flashings, and other membrane roofing system components down to the deck. 3.3 DECK PREPARATION A. Inspect deck after tear -off of membrane roofing system. B. Roof Deck: If broken or loose fasteners that secure deck panels to one another or to structure are observed or if deck appears or feels inadequately attached, immediately notify Architect. Do not proceed with installation until directed by Architect. 1. Unsuitable Deck: If deck surface is not suitable for receiving new roofing or if structural integrity of deck is suspect, immediately notify Architect. Do not proceed with installation until directed by Architect. 3.4 TEMPORARY DISPLACEMENT OF ROOFTOP EQUIPMENT A. Temporary displacement of mechanical units: 1. If mechanical units are to be temporarily displaced, shut off all affected electrical, plumb- ing and gas lines and disconnect all electrical, plumbing, gas lines and ventilation ducts where required to allow for lifting mechanical units prior to roof removal work. All discon- nection of plumbing, gas lines, electrical conduit and ventilation ducts is to be performed by a licensed mechanical/electrical contractor. Coordinate all disconnections with the Owner 2. Lift units in a manner that will not cause damage to the mechanical unit, mechanical unit components or structural deck. 3. Prior to leaving the site, return units to their original position, resulting in a watertight con- dition. 4. Ensure mechanical units are returned to their previous operational condition prior to leav- ing the site. B. Temporary displacement of gas lines, conduit, junction boxes and condensate lines: 1. Temporarily displace gas lines, conduit, junction boxes, condensate lines or other items that may interfere with roof replacement work. Any necessary disconnection of gas lines, conduit and junction boxes is to be performed by a licensed mechanical/electrical contractor as applicable to the work being performed. Coordinate all disconnections with the Owner. C. After completion of work, reinstall any mechanical units that have been temporarily displaced. Reconnect all electrical, plumbing, gas lines and ventilation ducts where required. All reconnection of plumbing, gas lines, electrical conduit and ventilation ducts is to be performed by a licensed mechanical/electrical contractor. Coordinate all reconnections with the Owner. D. After completion of work, reconnect any gas lines, conduit and/or junction boxes have been disconnected. Reconnection of gas lines, conduit and/or junction boxes is to be performed by CITY OF NEWPORT BEACH 070150-4 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR 3.5 A. B. 3.6 A. B. 3.7 A. SECTION 07 0150 PREPARATION FOR RE -ROOFING a licensed mechanical/electrical contractor as applicable to the work being performed. Coordinate all reconnections with the Owner. TEMPORARY ROOFING MEMBRANE Install approved temporary roofing membrane over area to be reroofed. Remove temporary roofing membrane before installing new roofing membrane. DISPOSAL Collect demolished materials and place in containers. Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on-site. 1. Storage or sale of demolished items or materials on-site is not permitted. Transport and legally dispose of demolished materials off Owner's property. CLEANING Clean adjacent structures and improvements of dust, dirt, and debris caused by preparation for re -roofing operations. Return adjacent areas to condition existing before operations began. END OF SECTION CITY OF NEWPORT BEACH 070150-5 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 07 1000 DAMPPROOFING PART 1 —GENERAL 1.1 RELATED DOCUMENTS A. The General Provisions of the Contract, including General and Supplementary Conditions and General Requirements (if any), apply to the work specified in this section. 1.2 SCOPE OF WORK A. Provide all labor, materials, services and equipment required to complete the laminated sheet vapor barriers complete ready to receive concrete. B. Vapor barriers are to be placed under all new interior on grade concrete slabs. 1.3 QUALITY ASSURANCE A. The installer shall be experienced in placement of vapor barrier and shall be associated with waterproofing or roofing work. 1.4 SUBMITTALS A. Manufacturer's Data, Laminated Vapor Barriers: For information only, submit two copies of specifications, installation instructions and general recommendations from the vapor barrier materials manufacturer's certification or other data substantiating that the materials comply with requirements. Indicate by copy of transmittal form that Installer has received copy of manufacturer's specifications, instructions and recommendations. 1.5 JOB CONDITIONS A. Examination of Substrate: The Installer must examine the substrate and the conditions under which the vapor barrier work is to be performed and notify the Contractor in writing of unsatisfactory conditions. Do not proceed with the work until unsatisfactory conditions have been corrected projections through the vapor barriers have been installed. B. Proceed with vapor barrierwork only after substrate construction and framing of openings has been completed, and wood blocking, nailers, curbs, vents, drains and other projections through the vapor barrier have been installed. C. Weather Conditions: Proceed with installation only when existing and forecasted weather conditions will permit the work to be performed in accordance with manufacturer's instructions and will permit the immediate installation of other work to be placed over the vapor barrier. PART 2 -PRODUCTS 2.1 LAMINATED PLASTIC VAPOR BARRIER A. Heavy Kraft papers laminated between sheets of inert polyethylene, reinforced with glass fibers, with vapor transmission of .10 perms or less (ASTM E-96). B. Products offered by manufacturers to comply with the requirements include the following: Moistop; as manufactured by Fortifiber Corp. or approved equal. 2.2 VAPOR BARRIER ACCESSORY MATERIALS A. Adhesives: Provide the types of adhesives recommended by the vapor barrier manufacturer for the application shown and condition of installation in each case. CITY OF NEWPORT BEACH 071000-1 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 07 1000 DAMPPROOFING PART 3 - EXECUTION 3.1 INSTALLATION A. Comply with manufacturer's instructions for the particular conditions of installation in each case. If printed instructions are not available or do not apply to the project conditions, consult the manufacturer's technical representative for specific recommendations before proceeding with the work. B. Under Floor Slabs on Grade: Install the type indicated by the method indicated. Exercise care to avoid punctures. Extend coverage to extremity of areas to receive barrier. Attach wherever necessary with adhesive. C. Seal joints in vapor barriers, and seal to other surfaces at extremities of coverage, by lapping and bonding with adhesives. Where adhesively sealed joints are not effective, and where nails or staples have been installed, seal with vapor barrier tape. Use vapor barrier tape or strips of vapor barrier material with adhesive to seal punctures, tears and penetrations through the barrier. 3.2 PROTECTION OF VAPOR BARRIERS A. Do not allow foot traffic on vapor barriers. Proceed with vapor barrier installation ahead of the installation of insulation or other covering material only to the extent required for proper sequencing of the work. B. The vapor -barrier installer shall advise the Contractor of required procedures for surveillance and protection of installed vapor barriers, so that continuing construction activities and the work of other trades will not result in punctures or other forms of damage or deterioration of the vapor barriers. END OF SECTION CITY OF NEWPORT BEACH 071000-2 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 07 4000 METAL ROOF PANELS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: Preformed roof panels, including accessories and supplementary devices for a waterproof installation. B. Related Requirements: 1. Division 1: General Requirements. 2. Section 05 1200: Structural Steel Framing. 3. Section 05 4100: Structural Metal Stud Framing. 4. Section 06 1000: Rough Carpentry. 5. Section 07 2100: Thermal Insulation. 6. Section 07 6000: Flashing and Sheet Metal. 7. Section 07 7100: Roof Specialties. 8. Section 07 9200: Joint Sealants. 9. Section 08 6323: Metal -Framed Skylights. 1.02 SYSTEM DESCRIPTION A. Metal Roof System: 1. Standing seam metal roofing over solid deck or over steel framing members, as indicated in the drawings, with a minimum pitch of 3:12. 2. Standing seam metal roofing with a minimum pitch of 1/2 -inch per foot. B. Performance Requirements: 1. Structural Performance: System shall safely resist the CBC positive and negative loads, including appropriate safety factors, when tested in accordance with ASTM E1592. 2. Wind Uplift Classification: Roof panel system shall be listed as a Class 90 rated system, as determined by UL 580. 3. Air Infiltration: Maximum 0.06 cfm per lineal foot (0.33 m3/hr per linear meter) of seam at static pressure of 6.24 psf (3.0 kPa) when tested per ASTM E1680. 4. Water penetration: CITY OF NEWPORT BEACH 074000-1 Drawing No. B=5122 -S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 07 4000 METAL ROOF PANELS a. No uncontrolled water penetration through joints when tested in accordance with AAMA 501.2. b. No uncontrolled water penetration through the joints at a static pressure of 6.24 psf (3.0 kPa) when tested in accordance with ASTM E1646. 5. Finish Performance Requirements: 1. a. Color change and fade resistance: No cracking, peeling, blistering or loss of adhesion when tested in accordance with ASTM D4214, Method A. 1) Color: No more than 5 Hunter units at 20 years. 2) Chalk: Rating not less than 8 at 20 years. 3) Film Integrity: 25 years. b. Humidity resistance: No blistering, peeling or loss of adhesion after 1,000 hours testing, in accordance with ASTM D2247. 1.03 SUBMITTALS A. Shop Drawings: Submit Shop Drawings, indicating panel and fastener layout, joints, corners, supports, anchorages, trim, flashing, closures and special details. B. Product Data: 1. Submit catalog cuts, technical data sheets and descriptive literature on sheets, panels, accessories and fasteners. 2. Submit complete installation recommendations. 3. Recycled Content Data: Submit information regarding product post-industrial and post -consumer recycled content. C. Material Samples: Submit Samples showing full range of manufacturer's standard colors, minimum 3 -inch by 5 -inch. 1.04 QUALITY ASSURANCE A. Comply with the following as a minimum requirement: 1. AAMA 501.2 - Quality Assurance and Diagnostic Water Leakage Field Check of Installed Storefronts, Curtain Walls, and Sloped Glazing Systems. 2. AISC - Steel Construction Manual. 3. AISI - Cold Form Steel Design Manual. CITY OF NEWPORT BEACH 074000-2 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 07 4000 METAL ROOF PANELS 4. ASTM A653 - Standard Specification for Steel Sheet, Zinc Coated (Galvanized) or Zinc -Iron Alloy -Coated (Galvannealed) by the Hot -Dip Process. 5. ASTM A792 - Standard Specification for Steel Sheet, 55% Aluminum -Zinc Alloy Coated by the Hot -Dip Process. 6. ASTM B209 - Standard Specification for Aluminum and Aluminum -Alloy Sheet and Plate. 7. ASTM C1371 - Standard Test Method for Determination of Emittance of Materials Near Room Temperature Using Portable Emissometers. 8. ASTM C1549 - Standard Test Method for Determination of Solar Reflectance Near Ambient Temperature Using a Portable Solar Reflectometer. 9. ASTM D2247 - Standard Practice for Testing Water Resistance of Coatings in 100% Relative Humidity. 10. ASTM D4214 - Standard Test Methods for Evaluating the Degree of Chalking of Exterior Paint Films. 11. ASTM E408 - Standard Test Methods for Total Normal Emittance of Surfaces Using Inspection -Meter Techniques. 12. ASTM E1592 - Standard Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference. 13. ASTM E1646 - Standard Test Method for Water Penetration of Exterior Metal Roof Panel Systems by Uniform Static Air Pressure Difference. 14. ASTM E1680 - Standard Test Method for Rate of Air Leakage Through Exterior Metal Roof Panel Systems. 15. ASTM E1918 - Standard Test Method for Measuring Solar Reflectance of Horizontal and Low -Sloped Surfaces in the Field. 16. ASTM G90 - Standard Practice for Performing Accelerated Outdoor Weathering of Nonmetallic Materials Using Concentrated Natural Sunlight. 17. Cool Roof Rating Council (CRRC) - Product Rating Program Manual (CRRC- 1). 18. SMACNA —Architectural Sheet Metal Manual. 19. UL 580 — Standard for Tests for Uplift Resistance of Roof Assemblies. 20. UL 790 - Test Methods for Fire Tests of Roof Coverings, Class A. B. Qualifications of Installer: CITY OF NEWPORT BEACH 074000-3 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 07 4000 METAL ROOF PANELS 1. Minimum two years experience in the installation of roof panel systems of similar complexity as required by this section. 2. Trained and certified by manufacturer to install the specified products. C. Regulatory Requirements: 1. Conform to CBC Title 24 Part 6 and to the requirements for a Cool Roof under the Product Rating Program CRRC-1 of the Cool Roof Rating Council. a. Solar Reflectance (albedo by 100): three year aged minimum 0.23 percent when tested in accordance to C1549. b. Emissivity: three year aged minimum 0.85 percent when tested in accordance to ASTM E408 or ASTM C1371. C. Solar Reflectance Index (SRI): Alternative minimum 20 on slopes greater than 2:12 using three year aged values of solar reflectance and solar emittance. 1.05 DELIVERY, STORAGE AND HANDLING A. Delivery: Deliver panels to the Project site without damage. B. Storage: Store materials and accessories above ground on skidded platforms. Store under waterproof covering. Provide proper ventilation to panels to prevent condensation build-up. C. Handling: The bending, warping, or twisting of panels is not permitted during unloading, storing or installation. 1.06 WARRANTY A. Manufacturer shall provide a 20 year material warranty. B. Installer shall provide a five year labor warranty. C. Finish Warranty: 20 year warranty. PART 2 -PRODUCTS 2.01 MANUFACTURERS A. AEP -Span. B. Berridge Manufacturing Company. C. Centria Architectural Systems. D. Firestone Metal Products, LLC/UNA-CLAD. CITY OF NEWPORT BEACH 074000-4 CHANNEL PLACE PARK RESTROOM REPAIR Drawing No. B -5122-S SECTION 07 4000 METAL ROOF PANELS E. McElroy Metal Inc. F. Peterson Aluminum Corporation. G. The Garland Company, Inc. H. Equal. 2.02 PANEL DESIGN A. Roofing Panel style and configuration: 1. Integral snap together standing seam (for steep slope greater than 3:12 applications). 2. Snap -on Batten standing seam (for steep slope greater than 3:12 applications). 3. Field Seam Standing Seam (for low slope less than or equal to 3:12 applications). B. Replaceability: Panels shall have the ability to be replaced without removal of adjacent panels. 2.03 MATERIALS A. Roof panel materials. - 1 . aterials:1. Galvanized Steel: ASTM A653, Coating Class G90 coating weight. Minimum thickness 22 gage. 2. Galvalume (Zincalume): Steel sheets coated with 55 percent aluminum and 45 percent zinc/mischmetal by weight, conforming to ASTM A792, AZ55 coating weight. Minimum thickness 22 gage. 3. Aluminum: ASTM 8209, for sheets, alloy 3003-H14 aluminum not less than 0.040 inch thick. For fasteners, clips, and accessories, alloy 6063-T5 extruded aluminum, 0.050 inch minimum thickness. 4. Profiles and Panel Sizes: As indicated on the drawings. B. Accessory materials. - 1 . aterials:1. Clips, flashings, ridge sections, closures and other accessories: Manufacturer's standard, finished to match roof sheets where exposed. 2. Underlayment: W.R. Grace Ultra, or equal, high temperature resistant, butyl rubber -based adhesive -backed, high-density cross laminated polyethylene sheet, 30 mils thick, furnished in 34 -inch wide rolls. 3. Slip sheet: Unsaturated building paper weighing not less than five pounds per 100 square feet. CITY OF NEWPORT BEACH 074000-5 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 07 4000 METAL ROOF PANELS 4. Sealant: Elastomeric type containing no oil or asphalt. Exposed sealant shall be colored to match the applicable building color and shall cure to a rubber- like consistency. Sealant placed in the roof panel standing seam ribs shall be provided in accordance with the manufacturer's recommendations. 5. Gaskets and insulating compounds: Non-absorptive and suitable for insulating contact points of incompatible materials. Insulating compounds shall be non - running after drying. C. Recycled Content: Post -consumer recycled content plus half of the post-industrial content shall equal to a minimum of 25 percent. D. Finish: Polyvinylidene fluoride color coat, minimum 70 percent pvdf resin content, applied to sight -exposed face of sheet after pretreatment and priming in accordance with coating manufacturer's recommendations; Kynar 500 or Hylar 5000. 2.04 FABRICATION A. Roll form panels in continuous lengths, full length of detailed runs. B. Fabricate trim, flashing and accessories to detailed profiles. C. Fabricate trim and flashing from same material as panel. PART 3 - EXECUTION 3.01 SURFACE CONDITIONS A. Examination: Examine substrates and other installed item to verify suitability for installation. Do not proceed until unsuitable conditions have been corrected. 3.02 INSTALLATION A. Install base sheet and eave protection sheet underlayment as recommended by manufacturer. B. Install panels weathertight, without waves, wraps, buckles, fastening stresses or distortion, allowing for expansion and contraction. C. Install panels in accordance with manufacturer's installation instructions and Shop Drawings. D. Where elements of metal roof panel system come into contact with dissimilar materials, treat faces and edges in contact with dissimilar materials as recommended by manufacturer. E. Provide concealed anchors at all panel attachment locations. F. Install panels plumb, level and straight with seams and ribs/battens parallel, conforming to design indicated on Drawings. CITY OF NEWPORT BEACH 074000-6 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 07 4000 METAL ROOF PANELS 3.03 CLEANING A. Comply with the requirements of the Waste Management Plan, section 01 7419, Construction and Demolition Waste Management. Recycle excess materials. Remove rubbish, debris, and waste materials and legally dispose of off the Project site. 3.04 PROTECTION A. Protect the Work of this section until Substantial Completion. END OF SECTION CITY OF NEWPORT BEACH 074000-7 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 07 6000 FLASHING AND SHEET METAL PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Sheet metal flashings in connection with roofing. 2. Reglet and counter flashing assemblies. 3. Miscellaneous metal flashing and counter flashing as required, except where provided under Divisions 22, Plumbing, 23, HVAC, or 26, Electrical. 4. Coping caps. 5. Gravel stops and metal edging. 6. Gutters and downspouts. 8. Splash pans where downspouts empty onto roofing. 7. Conductor heads. 8. Drip flashings. 9. Sheet metal covering at outside storage units. 10. Sheet metal wall coverings. 11. Roof pipe flashings. 12. Roof expansion joint covers. 13. Other sheet metal items, not necessarily specified herein or in other sections, but required to prevent penetration of water into building. B. Related Requirements: 1. Division 01 - General Requirements. 2. Section 05 3000 — Metal Decking. 3. Section 07 1800 — Traffic Coating. 4. Section 07 2200 - Roof and Deck Insulation. 5. Section 07 3113 - Fiberglass Reinforced Asphalt Shingles. 6. Section 07 3213 - Clay Roof Tiles. 7. Section 07 4000 - Roofing and Siding Panels. 8. Section 07 5419.13 - Polyvinyl -Chloride Roofing (Mechanically Attached For Existing Facilities). 9. Section 07 7100 - Roof Specialties. 10. Section 07 9200 - Joint Sealants. CITY OF NEWPORT BEACH 07 6000 -1 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 07 6000 FLASHING AND SHEET METAL 11. Section 08 3313 - Coiling Counter Doors. 12. Section 08 6323 - Metal -Framed Skylights. 13. Section 09 2423 - Cement Plaster and Metal Lath 14. Division 22 — Plumbing. 15. Division 23 - HVAC. 16. Division 26 - Electrical. 1.02 SUBMITTALS A. Shop Drawings: Submit for fabricated sheet metal indicating shapes, details, methods of joining, anchoring and fastening, thicknesses and gages of metals, concealed reinforcement, expansion joint details, sections, and profiles. B. Samples: Submit Samples for materials or assemblies as requested. C. Product Data: Submit brochures of manufactured items. 1.03 QUALITY ASSURANCE A. Drawings and requirements specified govern. Provide the Work of this section in conformance with the Architectural Sheet Metal Manual published by SMACNA for conditions not indicated or specified and for general fabrication of sheet metal items. B. Materials shall conform to following standards: 1. ASTM A167 - Stainless and Heat -Resisting Chromium -Nickel Steel Plate, Sheet and Strip. 2. ASTM A653 - Sheet Steel, Zinc -Coated (Galvanized) or Zinc -Iron Alloy -Coated (Galvannealed) by the Hot -Dip Process. 3. ASTM B370 - Copper Sheet and Strip for Building Construction. C. Pre -installation Meetings: Refer to Division 07 roofing sections as appropriate. Attend the pre- installation and inspection meetings for roofing Work. 1.04 DELIVERY, STORAGE AND HANDLING A. Do not install bent or otherwise damaged materials. PART 2 -PRODUCTS 2.01 MATERIALS A. Galvanized Sheet Steel: ASTM A653, coating designation G90, hot -dip galvanized. B. Copper Plate, Sheet and Strip: ASTM 8370, cold -rolled, tempered. Copper sheet and strip shall be cold -rolled -temper. C. Stainless Steel: Plate, sheet and strip shall conform to ASTM A167, Type 304 or Type 316, No. 4 finish on exposed surfaces and No. 2 finish on concealed surfaces unless otherwise specified or indicated. Furnish Type 304 for general applications and Type 316 where exposed to acidic or alkaline conditions. CITY OF NEWPORT BEACH 076000-2 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 07 6000 FLASHING AND SHEET METAL D. Aluminum Sheet: ASTM B 209, alloy as standard with manufacturer for finish required, with temper as required to suit forming operations and performance required; with smooth, flat surface. 1. As -Milled Finish: [Mill] [One -side bright mill] [Standard one -side bright] [Standard two -side bright]. E. Fastenings: 1. Galvanized Steel: Nails, rivets, and other fastenings furnished in connection with galvanized sheet steel Work shall be sealed with rust resistive coating. Rivets shall be tinned. Nails and other fastenings shall be zinc -coated. 2. Copper: Nails, rivets, and other fastenings furnished in connection with copper sheet metal Work, shall be manufactured from hard -temper copper or hard brass. 3. Stainless Steel: Nails, rivets and other fastenings furnished in connection with stainless steel Work, shall be 300 series alloy to match alloy of stainless steel being fastened. F. Soldering Flux: Raw muriatic acid for galvanized steel; rosin for tin, lead and tinned copper; non -corrosive soldering salts for uncoated copper and acid -type flux formulated for soldering stainless steel. G. Solder: ASTM B32, Grade 5A, composed of 95-5 tin -antimony. Name of product manufacturer and grade designation shall be labeled, stamped or cast onto each coil or bar. 2.02 FABRICATION A. General: 1. Accurately form sheet metal Work to dimensions and shapes indicated and required. Cope finish molded and brake metal shapes with true, straight, sharp lines and angles and, where intersecting each other, to a precise fit. Unless otherwise specified, all galvanized sheet steel shall be 22 gage. Exposed edges of sheet metal shall have a'/z inch minimum hemmed edge. Soldering of sheet steel or copper shall be performed with well -heated copper soldering iron or soldering torch, joints full flowing, neat and consistent. Fill joint completely with solder. Clean materials at joints before soldering, and tin coppers before soldering. Exposed soldering on finished surfaces shall be scraped smooth. Lock seam work shall be fabricated flat and true to line and soldered along its entire length. Acid -fluxed Work shall be neutralized after fabrication. Form and install sheet metal Work to provide proper allowances for expansion and contraction, without causing undue stresses in any part of completed Work. Installation shall be water and weathertight. B. Gutters and Downspouts: Gutters: Fabricate from 22 gage galvanized steel to match existing size and design unless otherwise indicated. Maximum length of gutter shall be 40 feet between end or expansion joints unless the system is specially designed to accommodate the greater expansion, the larger flow and the need for special supports. Drain gutter towards nearest downspout and provide an expansion joint at mid -point between downspout outlets, but not to exceed 40 feet on center. Gutters shall not pond water. Rivet joints and ends with a minimum of 6 rivets per joint or maximum rivet spacing not to exceed 1 '/z -inch on center and '/2 inch from the edge of the metal, consisting of 3 -inch overlap. CITY OF NEWPORT BEACH 076000-3 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 07 6000 FLASHING AND SHEET METAL Sweat solder from inside of gutter and in horizontal position where possible. Neatly fit downspouts to gutter using a slip joint. Provide expansion joints, consisting of 3 -inch lap joints at not over feet. 2. Form and install sheet metal Work to provide allowance for expansion and contraction without causing undue stresses in the completed Work. 3. Downspouts: Fabricate downspouts from 3 -inch round, or 3 -inch by 4 -inch rectangular shapes, 16 gage steel tubing with butt joints and mitered elbows, sized as indicated. Downspouts shall be constructed with conductor heads every 40 feet to admit air and prevent vacuum. Keep downspouts offsets to a maximum of 10 feet. Downspout shall be fabricated with elbows at bottom discharge or connected to drains as indicated. Joints, except expansion joints shall be sealed with a continuous weld. Galvanize downspouts after fabrication. 4. Outlets: Fabricate outlets of 22 gage galvanized sheet steel with a 1/4 inch rolled flanged soldered continuously to gutter. Outside diameter shall be 1/8 inch less than the inside diameter of the downspout and extend into downspout 4 inches. Install a removable wire "bulb type" strainer to outlet opening. Strainer shall be fabricated of 22 gage galvanized steel and 1/2 inch hardware cloth. C. Conductor Heads: Fabricate conductor heads and outlets from 22 gage galvanized sheet steel. Cover tops of the conductor heads with 22 gage galvanized '/4 inch wire mesh soldered securely to separately fabricated frame and mechanically fastened to top conductor head with a minimum of two fasteners. D. Gravel Stops: Provide 24 gage galvanized sheet steel gravel stops wherever roof area drops to a lower level; at the eaves and rake of roof, where roof comes to an abrupt edge, and where indicated. Stops shall be of height indicated and shall be fabricated with two flanges. Horizontal flange shall be not less than 4 inches wide, and vertical flange shall extend down over vertical surfaces of trim or gutter. Gravel stops shall lap 4 inches at ends and corners, and shall be fabricated by notching and interlocking vertical face flanges. Contact surfaces of lapped flanges, including raised areas, vertical face and corners, shall be completely covered with flashing compound. Fabricate lap joints so that they will be in the direction of water flow. Where flanges are over five inches wide, provide 20 gage continuous cleats fastened at 24 inches on center. Overflow Outlets: Provide galvanized sheet steel overflow outlets at locations and of sizes indicated. Outlets shall extend through full thickness of wall in one continuous piece and completely line the opening. On outside face of wall, top and sides of outlet shall finish 1/2 inch on surface of wall. Bottom of outlet shall project 1 '/2 inches beyond face of wall, and shall be bent down slightly. Outlets shall be sealed on the surface of the building. On inside face, side and bottom flanges shall extend not less than 8 inches beyond edge of opening, and not less than 6 inches at top. Outlets shall be installed at time roof is being installed. Reglet Type Counterflashing: Where roof comes in contact with vertical surfaces, provide counterflashing. Set top of counter flashing 8 inches above roof deck unless otherwise indicated, and extend down at least 5 inches or to top of cant strip. Counterflashing and reglet shall be 22 gage galvanized sheet steel. Lap counter flashing and reglet 3 inches minimum at splices and miter at angles, or supply special metal corner fittings. Reglet and method of securing flashing shall be so constructed that flashing is firmly locked in place, but may be readily removed for replacement. CITY OF NEWPORT BEACH 076000-4 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 07 6000 FLASHING AND SHEET METAL G. Splash Pans: Provide splash pans for all downspouts, which empty onto lower roofs. Pans shall be galvanized sheet steel 12 -inch by 18 -inch, unless otherwise indicated, and turned up 2 inches on at least three sides. H. Roof Expansion Joint Covers: Fabricate of 22 gage galvanized sheet steel, as detailed. One side of joint shall be zee shaped, with 3 -inch standing leg extended over the joint and turned down. The other side shall be box shaped, fabricated to extend over the joint, over the standing leg, and turn down to form a water barrier. Prefabricated bellows type joint covers are not permitted. I. Miscellaneous Flashing: Unless otherwise indicated, miscellaneous flashing shall be fabricated of galvanized steel. Exterior doors and windows, unless covered by overhangs shall be provided with 22 gage galvanized steel drip flashing as detailed. At wood construction, nail flashing to framing before paper backed lath is installed. J. Roof Pipe Flashings: Provide PVC flashings or prefabricated welded or seamless flashings. PART 3 - EXECUTION 3.01 PREPARATION A. Concrete and masonry materials in contact with sheet metal shall be painted with alkali resistant coating, such as heavy -bodied bituminous paint. Wood in contact with sheet metal shall be painted with two coats of aluminum paint or one coat of heavy -bodied bituminous paint. 3.02 INSTALLATION A. General: Coordinate with installation of underlayment indicated in the Drawings and specified in Section 09 2423. B. Gutters and Downspouts: 1. Anchor gutters to structure with 10 gage steel straps, galvanized after fabricating. Secure straps with galvanized fasteners at 3 feet on center. Drill pilot holes and use 12 by 2 -inch pan head screws. 2. Install 1/4 inch galvanized wire mesh continuous cover on gutter. 3. Secure downspouts to walls with 1/8 inch by 2 -inch galvanized steel straps. Straps shall be located at top, bottom, and at not over 10 feet on center. Block downspouts out '/2 inch from the finish wall surfaces and 1 inch from the bottom of downspout grade. Secure straps to wall framing with 1/4 inch by 2 -inch long galvanized anchors. Expansion type anchors shall be provided when anchoring to concrete and masonry. Provide toggle bolts for attachment to masonry or plaster. At steel columns, provide fasteners as indicated. Plastic anchors are not permitted. 4. Anchor conductor heads to walls with 1/4 inch diameter by 2 '/z -inch long galvanized lag screws or 1/4 inch expansion type anchors. C. Reglets: Install reglets at constant height above cant or as indicated. Provide minimum 3 -inch lap at end splices of reglets. Seal laps watertight. D. Counterflashing: Install at constant horizontal elevation across roof slope and slope at constant height above cant or as indicated. 2. Provide minimum 3 -inch lap at all end splices of counterflashing. CITY OF NEWPORT BEACH 076000-5 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 07 6000 FLASHING AND SHEET METAL E. Galvanized sheet steel parapet coping and flashing shall be continuous over top of parapet to form a watertight cap, with waterproof seams at approximately 10 feet on center, or as indicated. Anchor coping to outside of wall with a continuous cleat face nailed at 24 inch centers. Coping shall be fastened on inside wall with hex head screws and bonded sealing washers through oversized holes in the back of the coping. Corners and angles shall be lapped and soldered; do not install joint sealant. 3.03 TESTING A. Perform field water testing to demonstrate installation is watertight. Continue testing with a continuous hose stream applied at base of installation for at least 30 minutes. If leaking is observed, discontinue test and repair installation, then test until satisfactory results are obtained. 3.04 PROTECTION A. Protect the Work of this section until Substantial Completion. 3.05 CLEANING A. Remove rubbish, debris, and waste materials and legally dispose of off the Project site. END OF SECTION CITY OF NEWPORT BEACH 076000-6 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 07 9200 JOINT SEALANTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Preparing sealant substrate surfaces. 2. Sealant and backing. B. Related Documents: The Contract Documents, as defined in Section 01 1000 - Summary of Work, apply to the Work of this Section. Additional requirements and information necessary to complete the Work of this Section may be found in other documents. C. Related Sections: 1. Section 03 3000 - Cast -In -Place Concrete: Sealants used in conjunction with concrete. 1.2 REFERENCES A. American Society for Testing and Materials (ASTM): 1. ASTM C717 - Standard Terminology of Building Seals and Sealants. 2. ASTM C834 - Specification for Latex Sealants. 3. ASTM C920 - Specification for Elastomeric Joint Sealants. 4. ASTM D1056 - Flexible Cellular Material- Sponge or Expanded Rubber. B. Federal Specifications (FS): 1. FS SS -S-200 - Sealing Compounds, Two Component, Elastomeric, Polymer Type, Jet - Fuel Resistant, Cold Applied. 2. FS TT -S-1657 - Sealing Compound, Single Component Butyl Rubber Based Solvent Release Type (for Buildings and other Types of Construction). 1.3 SUBMITTALS A. Section 01 3300 — Submittal Procedures: Procedures for submittals. 1. Product Data: Product chemical characteristics, performance criteria, substrate preparation, limitations, and color availability. B. Section 01 7704 - Closeout Procedures and Training: Procedures for closeout submittals. 1. Warranty: Submit manufacturer warranty with forms completed in City name and registered with manufacturer. 1.4 DELIVERY, STORAGE AND HANDLING A. Section 01 6000 - Product Requirements: Transport, handle, store, and protect products. B. Deliver Products in manufacturer's original unopened containers or packages with labels intact, identifying product and manufacturer, date of manufacture, lot number, shelf life, curing time, and mixing instructions, where applicable. C. Store and handle materials to prevent deterioration or damage due to moisture, temperature changes, contaminants, or other causes. CITY OF NEWPORT BEACH 07 9200 -1 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 07 9200 JOINT SEALANTS 1.5 PROJECT CONDITIONS OR SITE CONDITIONS A. Environmental Requirements: Install sealant during manufacturer's recommended temperature ranges and weather conditions for application and cure. Consult manufacturer when sealant cannot be applied during recommended conditions. 1.6 WARRANTY A. Section 01 7704 - Closeout Procedures and Training: Procedures for closeout submittals. B. Warranty: 1. Submit written warranty signed by sealant manufacturer agreeing to replace sealants and accessories which fail because of loss of cohesion or adhesion or which do not cure. 2. Warranty Period: 5 years or longer per the manufacturers' standard warranties. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with project requirements, manufacturers offering specified items which may be incorporated into the work include the following: 1. Bostik, Inc. 2. Dow Corning. 3. GE Silicones. 4. Mameco International. 5. W.R. Meadows, Inc. 6. Nomaco, Inc. 7. Pecora Corporation. 8. Sika Corporation. 9. Sonneborn Building Products Div. ChemRex, Inc. 10. Tremco. 11. USG Corp. 12. Or approved equal. 2.2 BUILDING SEALANTS (See Sealant Schedule at the end of this Section for specific use of sealants.) A. Urethanes: 1. Type 2: Two -Part Urethane: Non -Sag, ASTM C920, Type M, Grade NS, Class 25. a. Chem -Calk 500, by Bostik. b. Vulkem 227, by Mameco. C. Sonolastic NP 2, by Sonneborn Building Products, ChemRex Inc. d. Or approved equal. 2. Type 4: One -Part Urethane: Non -Sag, ASTM C920, Type S, Grade NS, Class 25. a. Chem -Calk 900, by Bostik. b. Vulkem 116, by Mameco. C. Sonolastic NP I, by Sonneborn Building Products, ChemRex Inc. d. Or approved equal. B. Silicones: 1. Type 1: One -Part Silicones: ASTM C920, Type S, Grade NS, Class 50. CITY OF NEWPORT BEACH 079200-2 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 07 9200 JOINT SEALANTS a. 795 Silicone Building Sealant, by Dow Corning. b. 864 Architectural Silicone Sealant, by Pecora Corporation. C. Or approved equal. Type 4: One -Part Silicones: ASTM C920, Type S, Grade NS, Class 25 or 50. a. 786 Mildew Resistant Silicone Sealant, Dow Corning. b. SCS 1700 Sanitary Sealant, General Electric. C. 898 Silicone Sanitary Sealant, Pecora Corporation. d. Or approved equal. C. Acrylics, Latex: 1. Type 1: One -Part Acrylic Latex, Non -Sag, ASTM -C-834-76. a. Chem -Calk 600, by Bostik. b. LC -130, by MACCO Adhesives, The Glidden Company. C. Easa-ply ALS, by W. R. Meadows, Inc. d. AC-20+Silicone Acrylic Latex, by Pecora Corporation. e. Sonolac, Sonneborn Building Products, ChemRex Inc. f. Or approved equal. D. Acoustical Sealants: 1. Type 1: AC -20 FTR Acoustical and Insulation Sealant, by Pecora Corporation. 2. Type 2: 60+ Unicrylic, by Pecora Corporation. 3. Type 3: Sheetrock Acoustical Sealant, by United States Gypsum. 4. Or approved equal. E. Butyls: 1. Type 1: One -Part Butyl, Non -Sag, FS TT -S-1657. a. Chem -Calk 300, by Bostik. b. BC -158 Butyl Rubber, by Pecora Corporation. (ASTM C1085) C. Or approved equal. F. Preformed Compressible & Non -Compressible Fillers: 1. Type 1: Backer Rod - Closed cell polyethylene foam: a. HBR Backer Rod, by Nomaco. b. #92 Greenrod, by Nomaco. C. Sonofoam Closed -Cell Backer Rod, Sonneborn Building Products, ChemRex Inc. d. Or approved equal. 2. Type 2: Backer Rod - Open cell polyurethane foam: a. Denver Foam, by Backer Rod Mfg Inc. b. Foam Pack II, by Nomaco. C. Or approved equal. 3. Type 3: Neoprene compression seals: a. WE, WF, and WG Series, by Watson Bowman & Acme Corp. b. Will -Seal 150 Precompressed Expanding Foam Sealants, by Will -Seal, a Division of Illbruck. C. Or approved equal. 4. Type 4: Butyl Rod: Kirkhill Rubber Co. or approved equal. G. Bond Breaker Tape: Polyethylene tape of plastic as recommended by sealant manufacturer, to be applied to sealant -contact surfaces where bond to substrate of joint filler must be avoided for proper performance of sealant 2.3 COLORS A. Generally, use sealant colors matching color of material joint is located in. CITY OF NEWPORT BEACH 079200-3 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 07 9200 JOINT SEALANTS B. Where a joint occurs between two materials of differing colors and Contractor cannot determine which material to match, contact the Engineer for selection. 2.4 ACCESSORIES A. Joint Cleaner: Provide type of joint cleaning compound recommended by sealant manufacturer forjoint surfaces to be cleaned. B. Primer: As recommended by sealant manufacturer. C. Masking tape and similar accessories to protect surfaces from damage. PART 3 - EXECUTION 3.1 EXAMINATION A. Section 01 7300 - Execution: Verification of existing conditions before starting work. B. Verification of Conditions: Verify that field measurements, surfaces, substrates and conditions are as required, and ready to receive Work. 1. Verify that joint widths are in conformance with sealant manufacturer allowable limits. 2. Verify that contaminants capable of interfering with adhesion have been cleaned form joint and joint properly prepared. C. Report in writing to the Engineer prevailing conditions that will adversely affect satisfactory execution of the Work of this Section. Do not proceed with Work until unsatisfactory conditions have been corrected. D. By beginning Work, Contractor accepts conditions and assumes responsibility for correcting unsuitable conditions encountered at no additional cost to the City. 3.2 PREPARATION A. Prepare and size joints in accordance with manufacturer's instructions. Clean substrates of dirt, laitance, dust, or mortar using solvent, abrasion, or sandblasting as recommended by manufacturer. Remove loose materials and foreign matter which might impair adhesion of sealant. B. Verify that joint backing and release tapes are compatible with sealant. Verify sealant is suitable for substrate. Verify that sealant is paintable if painted finish is indicated. C. Protect materials surrounding work of this Section from damage or disfiguration. 3.3 INSTALLATION A. Install sealant in accordance with manufacturer's published instructions. B. Prime or seal joint surfaces where recommended by sealant manufacturer. Do not allow primer or sealer to spill or migrate onto adjoining surfaces. CITY OF NEWPORT BEACH 079200-4 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 07 9200 JOINT SEALANTS C. Install backer rod and bond breaker tape where required by manufacturer. D. Install preformed compressible and non-compressible fillers in accordance with manufacturer's published instructions. E. Install sealants to depths recommended by sealant manufacturer in uniform, continuous ribbons free of air pockets, foreign embedded matter, ridges, and sags, "wetting" joint bond surfaces equally on both sides. F. Tool joints concave unless shown otherwise. Where horizontal joints are between a horizontal surface and a vertical surface, fill joint to form slight cove so that joint will not trap moisture and foreign matter. Dry tool joints. Do not use soap, water, or solvent to tool joints. G. Epoxy Floor Joint Sealant: Install sealant at floor construction and control joints in accordance with manufacturer's published instructions and initially under manufacturer's supervision. 3.4 CURING A. Cure sealants in compliance with manufacturer's published instructions. 3.5 CLEANING A. Remove excess and spillage of sealants promptly as the work progresses, using materials and methods as recommended by sealant and substrate manufacturers. Clean adjoining surfaces to eliminate evidence of spillage without damage to adjoining surfaces or finishes. 3.6 SEALANT SCHEDULE A. INTERIOR SEALANTS: 1. Perimeters of interior hollow metal frames. 2. For all of the above interior joints: a. Sealant Urethane Type 2 b. Sealant Urethane Type 4 C. Sealant Silicone Type 1 (for prefinished materials only) 3. Exposed interior control joints in drywall and concealed joints. a. Sealant Acrylic, Latex, Type 1 b. Sealant Acoustical Type 1 C. Sealant Acoustical Type 3 d. Sealant Butyl Type 1 4. Perimeter of toilet room fixtures: sinks, tubs, urinals, water closets, basins, vanities, etc. a. Sealant Silicone Type 4 Payment for items of work covered under Division 7 of the plans and these specifications shall be based on the lump sum bid pricing identified in the Bid Schedule. No additional compensation will be allowed. END OF SECTION CITY OF NEWPORT BEACH 079200-5 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 09 3000 TILE PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Tile and Accessories: Floor and Wall Glazed. B. Related Sections: 1. Section 07 9200 - Joint Sealant. 1.2 REFERENCES A. American National Standards Institute (ANSI): 1. ANSI A108.5, 1999 - Specifications for Ceramic Tile Installed with Dry -Set Portland Cement Mortar or Latex -Portland Cement Mortar. 2. ANSI A108.10, 1999 - Specifications for Installation of Grout in Tilework. 3. ANSI A118.1, 1999 - Standard Specification for Dry -Set Portland Cement Mortar. 4. ANSI A118.4, 1999 - Latex -Portland Cement Mortar. 5. ANSI A118.9, 1999 - Test Methods and Specifications for Cementitious Backer Units 6. ANSI A137.1, 1988 - Specifications for Ceramic Tile. B. ASTM International (ASTM): 1. ASTM C 50 - Standard Specification for Portland Cement. 2. ASTM C 207 - Standard Specification for Hydrated Lime for Masonry Purposes. 3. ASTM C 847 - Standard Specification for Metal Lath. C. Tile Council of North America (TCNA): TCA Handbook for Ceramic Tile Installation, 2007. 1.3 SUBMITTALS A. Section 01 3300 — Submittal Procedures: Procedures for submittals. 1. Manufacturer's data sheets on each product to be used, including: a. Preparation instructions and recommendations. b. Storage and handling requirements and recommendations. C. Installation methods. 2. Shop Drawings: Indicate tile layout, patterns, color arrangement, perimeter conditions, junctions with dissimilar materials, control and expansion joints, thresholds, ceramic accessories, and setting details. 3. Manufacturer's Certificate: a. Certify that products meet or exceed specified requirements. b. For each shipment, type and composition of tile provide a Master Grade Certificate signed by the manufacturer and the installer certifying that products meet or exceed the specified requirements of ANSI A137.1. 4. Maintenance Data: Include recommended cleaning methods, cleaning materials, stain removal methods, and polishes and waxes. 1.4 QUALITY ASSURANCE A. Installer Qualifications: Company experienced in performing the Work of this Section. B. Single Source Responsibility: Obtain each type and color of tile from a single source. Obtain each type and color of mortar, adhesive and grout from the same source. 1.5 DELIVERY, STORAGE, AND HANDLING CITY OF NEWPORT BEACH 09 3000 -1 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 09 3000 TILE A. Deliver and store products in manufacturer's unopened packaging until ready for installation. B. Protect adhesives and liquid additives from freezing or overheating in accordance with manufacturer's instructions. C. Store tile and setting materials on elevated platforms, under cover and in a dry location and protect from contamination, dampness, freezing or overheating. 1.6 ENVIRONMENTAL REQUIREMENTS A. Do not install adhesives in an unventilated environment. B. Maintain ambient and substrate temperature of 50 degrees F during tiling and for a minimum of 7 days after completion. 1.7 EXTRA MATERIALS A. Provide for Owner's use a minimum of 2 percent of the primary sizes and colors of tile specified, boxed and clearly labeled. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with project requirements, manufacturers offering items which may be incorporated I the Work include the following: 1. Dal -Tile Corporation. 2. American Marazzi Tile, Inc. 3. Roca Tile Group. 4. Or approved equal as provided in Section 01 6000 — Product Requirements. 2.2 TILE A. General: Provide tile that complies with ANSI A137.1 for types, compositions and other characteristics indicated. Provide tile in the locations and of the types colors and pattern indicated on the Drawings and identified in the Schedule and the end of this Section. Tile shall also be provided in accordance with the following: 1. Factory Blending: For tile exhibiting color variations within the ranges selected under Submittal of samples, blend tile in the factory and package so tile taken from one package shows the same range of colors as those taken from other packages. 2. Mounting: For factory mounted tile, provide back or edge mounted tile assemblies as standard with the manufacturer, unless otherwise specified. 3. Factory Applied Temporary Protective Coatings: Where indicated under tile type, protect exposed surfaces of tile against adherence of mortar and grout by precoating with a continuous film of petroleum paraffin wax applied hot. Do not coat unexposed tile surfaces. B. Floor and Wall Glazed Tile: 1. Colors: As scheduled. 2. Trim Units: Matching cove base, cove base corner, bullnose, cove/inside finger cove, radius cap, sink rail incorner/outcorner, outside cove corner shapes in sizes coordinated with field tile. 3. Spacing: install with 1/16" spacing to accept un -sanded grout only. 2.3 SETTING MATERIALS A. Mortar Bed Materials: 1. Portland cement: ASTM C150, type 1, gray or white. CITY OF NEWPORT BEACH 093000-2 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 09 3000 TILE 2. Hydrated Lime: ASTM C207, Type S. 3. Sand: ASTM C144, fine. 4. Latex additive: As approved. 5. Water: Clean and potable. B. Grout: 1. Standard Grout: Cement grout, sanded or unsanded, as specified in ANSI A118.6; color as selected. 2. Polymer modified cement grout, sanded or unsanded, as specified in ANSI A118.7; color as selected. C. Cementitious Backing Units 1. ANSI A 118.9 or ASTM C 1325 (Type B). 2. 2" alkali — resistant glass fiber mesh type. PART 2 EXECUTION 3.1 EXAMINATION A. Section 01 7300 — Execution: Verification of existing conditions before starting work. 1. Verify that wall surfaces are free of substances which would impair bonding of setting materials, smooth and flat within tolerances specified in ANSI All 37.1, and are ready to receive tile. 3.2 PREPARATION A. Protect surrounding work from damage. B. Remove any curing compounds or other contaminates. C. Vacuum clean surfaces and damp clean. D. Seal substrate surface cracks with filler. Level existing substrate surfaces to acceptable flatness tolerances. E. Install cementitious backer board in accordance with ANSI A108.11 and board manufacturer's instructions. Tape joints and corners cover with skim coat of dry -set mortar to a feather edge. F. Prepare substrate surfaces for adhesive installation in accordance with adhesive manufacturer's instructions. 3.3 INSTALLATION - GENERAL A. Install tile and grout in accordance with applicable requirements of ANSI A108.1 through A108.13, manufacturer's instructions, and TCA Handbook recommendations. B. Lay tile to pattern indicated. Arrange pattern so that a full tile or joint is centered on each wall and that no tile less than 1/2 width is used. Do not interrupt tile pattern through openings. C. Cut and fit tile to penetrations through tile, leaving sealant joint space. Form corners and bases neatly. Align floor joints. D. Place tile joints uniform in width, subject to variance in tolerance allowed in tile size. Make joints watertight, without voids, cracks, excess mortar, or excess grout. E. Form internal angles square and external angles bullnose. CITY OF NEWPORT BEACH 093000-3 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 09 3000 TILE 3.4 INSTALLATION - WALL TILE A. Wall Tile: Over cementitious backer units on studs, install in accordance with TCA Handbook Method W244C-07, using membrane at toilet rooms. B. Floor Tile: on cement mortar bed, install in accordance with TCA Handbook method F121-07 OR if existing slab is not depressed for a mortar bed install tile floor using the dry -set mortar, Later -Portland Cement Mortar, Epoxy of Furan Grout TSA method F115-07. 3.5 CLEANING A. Clean tile and grout surfaces. 3.6 PROTECTION OF FINISHED WORK A. Do not permit traffic over finished floor surface for 72 hours after installation. B. Cover floors with Kraft paper and protect from dirt and residue from other trades. C. Where floor will be exposed for prolonged periods cover with plywood or other similar type walkways Payment for items of work covered under Division 9 of the plans and these specifications shall be based on the lump sum bid pricing identified in the Bid Schedule. No additional compensation will be allowed. END OF SECTION CITY OF NEWPORT BEACH 093000-4 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 09 9100 PAINTING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Surface preparation and field application of paints and finishes for interior surfaces. 2. Schedule of Items to be painted. 3. Interior painting and finishing schedule. B. Related Documents: The Contract Documents, as defined in Section 01 10 00 - Summary of Work, apply to the Work of this Section. Additional requirements and information necessary to complete the Work of this Section may be found in other Documents. C. Related Sections: 1. Section 09 2900 — Gypsum Board 2. Section 08 1113 — Hollow Metal Doors and Frames: Shop priming. 1.2 REFERENCES A. American Society for Testing and Materials (ASTM). - 1 . ASTM):1. ASTM E 84 - Test Method for Surface Burning Characteristics of Building Materials. 1.3 SUBMITTALS A. Section 01 3300 - Submittal Procedures: Procedures for submittals. 1. Product Data: Submit product data for each type of paint specified. a. Technical data sheets indicating manufacturer's catalog number, paint type description, and VOC content. b. Painting Schedule listing surfaces to be painted with cross reference to the specific painting and finishing system and application. Identify each paint material by manufacturer's catalog number and general classification. 2. Samples: Submit color brush -out sample for each paint color and sheen specified. a. Three samples on 8 1/2 -inch x 11 -inch card stock for color and sheen verification. b. Identify each sample by paint manufacturer, paint type, color, and sheen. 3. Assurance/Control Submittals: a. Test Reports: Submit manufacturer's Material Safety Data Sheets (MSDS) for each paint type proposed. 1.4 QUALITY ASSURANCE A. Regulatory Requirements: 1. Surface Burning Characteristics in Accordance with ASTM E-84 for Class I or A finish: a. Flame Spread (Non -Combustible Surfaces): Less than 25. b. Smoke Density (Non -Combustible Surfaces): Less than 450. 2. Provide paint and coating materials that conform to Federal, State, and Local restrictions for Volatile Organic Compounds (VOC) content. CITY OF NEWPORT BEACH 09 9100 -1 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 09 9100 PAINTING 1.5 DELIVERY, STORAGE AND HANDLING A. Section 01 6000 - Product Requirements: Transport, handle, store, and protect products. B. Deliver paint materials in sealed original labeled containers, bearing manufacturer's name, type of paint, brand name, lot number, brand code, coverage, surface preparation, drying time, cleanup requirements, color designation, and instructions for mixing and/or reducing. C. Store paint materials at minimum ambient temperature of 45 degrees F and a maximum of 90 degrees F, in ventilated area, and as required by manufacturer's published instructions. D. Prevent fire hazards and spontaneous combustion. 1.6 PROJECT CONDITIONS OR SITE CONDITIONS A. Environmental Requirements: 1. Apply paint finishes only when moisture content of surfaces is within manufacturer's acceptable ranges for type of finish being applied. 2. Surface temperatures or surrounding air temperature to be above 40 degrees F before applying alkyd finishes; above 45 degrees F for interior latex, and 50 degrees F for exterior latex work. Minimum for varnish and transparent finishes is 65 degrees F. 3. Provide continuous ventilation and heating facilities to maintain temperatures above 45 degrees F for 24 hours prior to, during and 48 hours after application of finishes. 4. Do not apply paint in areas where dust is being generated. 5. Provide lighting level in areas being painted of 80 -foot candles measured mid -height at substrate surface. 1.7 MAINTENANCE A. Section 01 7704 - Closeout Procedures and Training: Procedures for closeout submittals. B. Extra Materials: 1. Provide one gallon of each color, type and sheen to the Engineer. 2. Label each container with color, type, texture, room locations, in addition to the manufacturer's label. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with project requirements, manufacturers offering specified items which may be incorporated in the work include the following: 1. Benjamin Moore and Company. 2. Comex Group (Color Wheel/Frazee/Kwal/Parker). 3. Duron Paints and Wallcoverings. 4. Devoe (ICI). 5. Glidden (ICI). 6. Pittsburgh Paints. 7. Sherwin-Williams Company. 8. Or approved equal. CITY OF NEWPORT BEACH 099100-2 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 09 9100 PAINTING B. Section 01 6000 - Product Requirements: Product options and substitutions. Substitutions: permitted. 2.2 MATERIALS A. Paints. - 1 . aints:1. Manufacturer's "Best Grade" for each type specified. 2. Ready -mixed; pigments fully ground maintaining a soft paste consistency, capable of readily and uniformly dispersing to a complete homogeneous mixture. 3. Providing good flowing and brushing properties and be capable of drying or curing free of streaks or sags. 4. VOC limits (g/L) for interior paint applications: a. Interior Concrete, Concrete Block & Concrete Floor 1) Block filler: 300 2) Top Coat — Flat: 100 3) Top Coat — Semi -Gloss b. Interior Wood — Transparent 1) Stain: 250 2) Varnish: 350 C. Interior Steel — Unprimed 1) Rust Prime Coat: 400 2) Top Coat — Non -Flat: 150 3) Top Coat — Gloss: 250 d. Interior Steel — Primed 1) Top Coat — Flat: 100 2) Top Coat — Non -Flat: 150 3) Top Coat — Gloss: 250 e. Interior Steel — Galvanized 1) Top Coat — Non -Flat: 150 2) Top Coat — Gloss: 250 f. Interior Plaster, Gypsum Board 1) Undercoater:200 2) Top Coat - Flat: 100 3) Top Coat — Non -Flat: 150 4) Top Coat — Gloss: 250 B. Primers and Under coaters: Manufactured by same manufacturer as finish coat materials. C. Paint Accessory Materials: Linseed oil, shellac, turpentine and other materials not specifically indicated herein but required to achieve the finishes specified of high quality and approved manufacturer. 2.3 INTERIOR PAINT SYSTEMS A. Dunn -Edwards: 1. Galvanized Metal: Semi -Gloss, water base, Alkyd Primer/Acrylic Latex. a. Primer: Ultrashield ULGMOO Galvanized Metal Primer MDF 2.0 mils. b. Each finish coat: Aristoshield water base, Alkyd Semi -Gloss MDF 1.5 mils 2. CMU Walls: Epoxy a. Primer: Seal-Krete, Epoxy Shell WB 50 b. Each Finish Coat (2): Seal Krete, Polyshell CITY OF NEWPORT BEACH 099100-3 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 09 9100 PAINTING Concrete Floor: Epoxy, Non -slip a. Primer: Seal-Krete, Epoxy Shell WB 50 b. 2nd coat: Seal-Krete Polyshell C. 3rd coat: Seal-Krete Polyshell with added Seal-Krete HP Non -slip B. Benjamin Moore: 1. CMU Walls: Epoxy Semi -Gloss a. 'S' Coat: Corotech Acrylic Epoxy V440 b. 2nd Coat: Corotech Acrylic Epoxy V440 2. Gypsum Board: Eggshell, Water Base, Acrylic Latex. a. Primer: 284 Moorecraft Superhide Interior Latex Primer/Undercoater; MDF 1.5 mils. b. Each Finish Coat: Moorecraft Super -Hide Eggshell 286. 3. Metal: Satin, Water Base, Acrylic Latex. a. Each Finish Coat: Moorecraft Super -Hide Eggshell 286. 4. Wood and Wood Doors: Satin, Water Base, Acrylic Latex. a. Primer: 253 Moorecraft Latex Enamel Undercoater and Primer Sealer; 2.0 mils. b. Each Finish Coat: Moorecraft Super -Hide Eggshell 286. 5. Ferrous Metal: Semi -Gloss, Water Base, Acrylic Latex. a. Primer: M04 Acrylic Metal Primer; MDF 2.0 mils. b. Each Finish Coat: 276 Moorecraft Acrylic Latex; MDF 1.5 mils. 6. Concrete Floor: a. 15' Coat: Corotech Acrylic Epoxy V400 b. 2nd Coat: Corotech Acrylic Epoxy V400 - Add an aggregate to the 2nd coat for non- slip. C. Comex Group (Color Wheel/Frazee/Kwal/Parker): 1. Gypsum Board: Eggshell, Water Base, Acrylic Latex. a. Primer: Ultra -Tech C152 Interior Latex Primer -Sealer; MDF 1.12 mils. b. Each Finish Coat: Ultra -Tech C106 Interior Latex Eggshell Enamel; MDF 1.36 mils. 2. Metal: Satin, Water Base, Acrylic Latex. a. Each Finish Coat: Ultra -Tech C141 Interior 100% Acrylic Low -Sheen Enamel; MDF 1.44 mils. 3. Wood and Wood Doors: Satin, Water Base, Acrylic Latex. a. Primer: Ultra -Tech C312 Interior -Exterior 100% Acrylic Wood Primer; MDF 1.8 mils. b. Each Finish Coat: Ultra -Tech C141 Interior 100% Acrylic Low -Sheen Enamel; MDF 1.44 mils. 4. Ferrous Metal: Semi -Gloss, Water Base, Acrylic Latex. a. Primer: Ultra -Tech C309 Universal Water -Based Metal Primer; MDF 1.96 mils. b. Each Finish Coat: Ultra -Tech C119 Interior Latex Semi -Gloss Enamel; MDF 1.6 mils. D. Duron: 1. Gypsum Board: Eggshell, Water Base, Acrylic Latex. a. Primer: Interior Latex Drywall Primer 04-124: Applied at a dry film thickness of not less than 1.6 mils (0.041 mm). (MPI 50, Approved) b. Each Finish Coat: Acrylic Latex Eggshell (Low Sheen) Enamel 36 Series; MDF 1.4 mils. (MPI 44, Approved) 2. Metal: Satin, Water Base, Acrylic Latex. a. Each Finish Coat: Ultra Deluxe Interior Acrylic Latex Eggshell (Low Sheen) Enamel 36 Series; MDF 1.4 mils. 3. Wood and Wood Doors: Satin, Water Base, Acrylic Latex. a. Primer: Interior Acrylic Enamel Undercoater 04-123; MDF 1.6mils. (MPI 50, Approved) CITY OF NEWPORT BEACH 099100-4 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR Frazee: 1. Gypsum Board: Eggshell, Water Base, Acrylic Latex. a. Primer :063 PVA Aqua Seal Drywall Vinyl Primer Sealer; MDF 1.4 mils. b. Each Finish Coat: 026 Speed Sheen Interior Acrylic Eggshell Enamel; MDF 1.6 mils. 2. Metal: Satin, Water Base, Acrylic Latex. a. Each Finish Coat: 126 Mirro Glide Interior Low Sheen Acrylic Enamel; MDF 1.4 mils. 3. Wood and Wood Doors: Satin, Water Base, Acrylic Latex. a. Primer: 172 Grip N Seal Enamel Undercoater; MDF 2.2 mils. b. Each Finish Coat: 126 Mirro Glide Interior Low Sheen Acrylic Enamel; MDF 1.4 mils. 4. Ferrous Metal: Semi -Gloss, Water Base, Acrylic Latex. a. Primer: 661 F774 Metal Prime Alkyd Metal Primer; MDF 1.7 mils. b. Each Finish Coat: 123 Satin Glide Semi -Gloss Enamel; MDF 1.7 mils. G. Glidden (ICI): SECTION 09 9100 Board: Eggshell, Water Base, Acrylic Latex. a. PAINTING b. b. Each Finish Coat: Ultra Deluxe Interior Acrylic Latex Eggshell (Low Sheen) Enamel Satin, Water Base, Acrylic Latex. a. 36 Series; MDF 1.4 mils. 4. Ferrous Metal: Semi -Gloss, Water Base, Acrylic Latex. 3. Wood and Wood Doors: Satin, Water Base, Acrylic Latex. a. Primer: Dura Clad Universal Acrylic Metal Primer, White 33-015; MDF x.x mils. MDF 1.5 mil. (MPI 76, Approved) Each Finish Coat: Devflex 4216 HP High Performance Waterborne Acrylic Semi - b. Each Finish Coat: Genesis Odor -Free Interior Latex Semi -Gloss Enamel, 83 - 4. Ferrous Metal: Semi -Gloss, Water Base, Acrylic Latex. a. Series, MDF 1.5 mils. E. Devoe (ICI): Each Finish Coat: Devflex 4216 HP High Performance Waterborne Acrylic Semi - 1. Gypsum Board: Eggshell, Water Base, Acrylic Latex. a. Primer: Wonder -Tones Primer DR50801; MDF 1.5 mil. b. Each Finish Coat: Wonder -Tone Eggshell Enamel DR34XX; MDF 1.5 mil. 2. Metal: Satin, Water Base, Acrylic Latex. a. Each Finish Coat: Mirrolac W/B Semi -Gloss Enamel DP83XX; MDF 1.5 mil. 3. Wood and Wood Doors: Satin, Water Base, Acrylic Latex. a. Primer: Wonder -Prime DR51701; MDF 1.5 mil. b. Each Finish Coat: Devflex 42164 High Performance Waterborne Acrylic Semi - Gloss Enamel; MDF 1.5 mil. 4. Ferrous Metal: Semi -Gloss, Water Base, Acrylic Latex. a. Primer: Mirrolac W/B DTM Primer DP85XX; MDF 1.5 mil. b. Each Finish Coat: Mirrolac W/B Semi -Gloss DP83XX. Frazee: 1. Gypsum Board: Eggshell, Water Base, Acrylic Latex. a. Primer :063 PVA Aqua Seal Drywall Vinyl Primer Sealer; MDF 1.4 mils. b. Each Finish Coat: 026 Speed Sheen Interior Acrylic Eggshell Enamel; MDF 1.6 mils. 2. Metal: Satin, Water Base, Acrylic Latex. a. Each Finish Coat: 126 Mirro Glide Interior Low Sheen Acrylic Enamel; MDF 1.4 mils. 3. Wood and Wood Doors: Satin, Water Base, Acrylic Latex. a. Primer: 172 Grip N Seal Enamel Undercoater; MDF 2.2 mils. b. Each Finish Coat: 126 Mirro Glide Interior Low Sheen Acrylic Enamel; MDF 1.4 mils. 4. Ferrous Metal: Semi -Gloss, Water Base, Acrylic Latex. a. Primer: 661 F774 Metal Prime Alkyd Metal Primer; MDF 1.7 mils. b. Each Finish Coat: 123 Satin Glide Semi -Gloss Enamel; MDF 1.7 mils. G. Glidden (ICI): 1. Gypsum Board: Eggshell, Water Base, Acrylic Latex. a. Primer: ProMaster Interior Latex Primer -Sealer MP -5111; MDF 1.5 mil. b. Each Finish Coat: ProMaster Interior Latex Eggshell MP -6800; MDF 1.5 mil. 2. Metal: Satin, Water Base, Acrylic Latex. a. Each Finish Coat: Devflex 4214HP High Performance Waterborne Acrylic Semi - Gloss Enamel; MDF 1.5 mil. 3. Wood and Wood Doors: Satin, Water Base, Acrylic Latex. a. Primer: Prime Interior 100% Acrylic Multi -Purpose Latex Stain Killer, PC 1000; MDF 1.5 mil. b. Each Finish Coat: Devflex 4216 HP High Performance Waterborne Acrylic Semi - Gloss Enamel; MDF 1.5 mil. 4. Ferrous Metal: Semi -Gloss, Water Base, Acrylic Latex. a. Primer: Devflex 4020 PF Direct to Metal Primer & Flat Finish; MDF 1.5 mil. b. Each Finish Coat: Devflex 4216 HP High Performance Waterborne Acrylic Semi - Gloss Enamel; MDF 1.5 mil. CITY OF NEWPORT BEACH 099100-5 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 09 9100 PAINTING H. Pittsburgh: 1. Gypsum Board: Eggshell, Water Base, Acrylic Latex. a. Primer: 6-2 Speedhide Latex Sealer; MDF 1.0 mils. b. Each Finish Coat: 6-411 Speedhide Eggshell Latex; MDF 1.5 mils. 2. Metal: Satin, Water Base, Acrylic Latex. a. Each Finish Coat: 90-474 DTM Acrylic Satin; MDF 1.5 mils. 3. Wood and Wood Doors: Satin, Water Base, Acrylic Latex. a. Primer: 6-855 Interior Water Base Undercoater; MDF 1.5 mils. b. Each Finish Coat: 90-474 DTM Acrylic Satin; MDF 1.5 mils. 4. Ferrous Metal: Semi -Gloss, Water Base, Acrylic Latex. a. Each Finish Coat: 90-474 DTM Acrylic Satin; MDF 1.5 mils. Sherwin Williams: 1. Gypsum Board: Low VOC, Egg -shell, Water Base, Acrylic Latex. a. Primer: Harmony Latex Primer, MDF 1.6 mils. b. Each Finish Coat: Harmony Latex Egg-Shel, MDF 1.6 mils. 2. Metal: Semi -Gloss, Water Base, Acrylic Latex. a. Each Finish Coat: DTM Acrylic S -G, B66W200; MDF 3.0 mils. 3. Wood and Wood Doors: Semi -Gloss, Water Base, Acrylic Latex. a. Primer: PrepRite Classic Primer, B28W101, MDF 1.6 mils. b. Each Finish Coat: ProClassic Waterborne S -G, MDF 1.4 mils. 4. Ferrous Metal: Semi -Gloss, Water Base, Acrylic Latex. a. Primer: Pro-Cryl Universal Water Based Primer, B66-310, MDF 3.0 mils. b. Each Finish Coat: DTM Acrylic S -G, B66W200; MDF 3.0 mils. J. Or approved equal. PART 3 - EXECUTION 3.1 EXAMINATION A. Section 01 7300 - Execution: Verification of existing conditions before starting work. B. Verification of Conditions: Verify that field measurements, surfaces, substrates and conditions are as required, and ready to receive Work. C. Report in writing to the Engineer prevailing conditions that will adversely affect satisfactory execution of the Work of this Section. Do not proceed with Work until unsatisfactory conditions have been corrected and approved by the Engineer. D. By beginning Work, Contractor accepts conditions and assumes responsibility for correcting unsuitable conditions encountered at no additional cost to the City. 3.2 PREPARATION A. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, and conditions otherwise detrimental to formation of a durable paint film. B. Perform preparation and cleaning procedures in accordance with paint manufacturer's published instructions for each particular substrate condition. 1. Provide barrier coats over incompatible primers or remove and reprime as required. CITY OF NEWPORT BEACH 099100-6 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 09 9100 PAINTING 2. Remove hardware, hardware accessories, machined surfaces, plates, lighting fixtures, and similar items in place and not to be painted or provide surface applied protection prior to surface preparation and painting operations. Reinstall all removed items after completion of paint work. 3. Clean surfaces to be painted before applying paint of surface treatment. Remove oil and grease prior to mechanical cleaning. C. Ferrous Metals: Clean ferrous surfaces that are not galvanized or shop -coated, of oil, grease, dirt, loose mill scale and other foreign substances by solvent or mechanical cleaning. 1. Touch-up shop -applied prime coats, where damaged or bare. Clean and touch-up with same type shop primer. D. Galvanized Surfaces: Clean free of oil and surface contaminants with non -petroleum-based solvent. Apply coat of etching primer if required by paint manufacturer. E. Wood: Clean wood surfaces to be painted of dirt, oil, and other foreign substances with scrapers, mineral spirits, and sandpaper, as required. Sandpaper smooth those finished surfaces exposed to view, and dust off. Scrape and clean small, dry, seasoned knots and apply a thin coat of white shellac or other recommended knot sealer, before application of priming coat. After priming, fill holes, and imperfections in finish surfaces with putty or plastic wood -filler. Sandpaper smooth when dried. 1. Prime, stain, or seal wood required to be job -painted immediately upon delivery to job. Prime edges, ends faces, undersides, and backsides of such wood, including cabinets and counters. 2. Seal tops, bottoms, and cut-outs with a heavy coat of varnish or equivalent sealer immediately upon delivery to job. F. Gypsum Board: Fill minor defects with filler compound. Spot prime defects after repair. 3.3 APPLICATION A. Apply paint products in accordance with manufacturer's published instructions using application procedures approved for the particular application and substrate to the specified Minimum Dry Film Thickness (MDF). Apply each coat to uniform finish. B. Apply each coat slightly darker than preceding coat unless otherwise approved by the Engineer. Sand lightly between coats to achieve specified finish. C. Do not apply finishes on surfaces that are not dry. D. Number of coats and film thickness required is same regardless of application method. Do not apply succeeding coats until the previous coat has cured as recommended by the manufacturer. E. Apply additional coats when undercoats, stains, or other conditions show through final coat until paint film is of uniform finish, color, and appearance. Surfaces, including edges, corners, crevices, welds, and exposed fasteners to receive minimum dry film thickness equivalent to that of flat surfaces. F. Minimum Coating Thickness: Apply materials at not less than manufacturer's recommended spreading rate. Provide minimum dry film thickness (MDF) of the entire coating system as indicated in Painting and Finishing Schedule at end of this Section. G. Prime Coats: Before application of finish coats, apply a prime coat of material as recommended by manufacturer to material scheduled to be painted or finished that has not been shop primed. CITY OF NEWPORT BEACH 099100-7 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 09 9100 PAINTING Recoat primed and sealed surfaces where evidence of suction spots or unsealed areas in first coat appears, to assure a finish coat with no burn through or other defects due to insufficient sealing. H. Pigmented (Opaque) Finishes: Completely cover to provide an opaque, smooth surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting, laps, brush marks, runs, sags, or other surface imperfections will not be acceptable. I. Hollow Metal Doors: Paint each door edge. J. Completed Work: Match the Engineer's approved field samples for color and sheen. 3.4 MECHANICAL AND ELECTRICAL EQUIPMENT A. Clean or replace identification markings on mechanical or electrical equipment when painted over or spattered. 3.5 FIELD QUALITY CONTROL A. Section 01 4000 - Quality Requirements: Field testing and inspection. B. Inspect painting and coating application for scheduled material, color, sheen, specified thickness (MDF), and coverage. 3.6 CLEANING A. As work proceeds and upon completion, promptly remove paint where spilled, splashed, or spattered. B. During progress of work keep premises free from any unnecessary accumulation of tools, equipment, surplus materials, and debris. C. Collect waste, cloths, and material which may constitute a fire hazard, place in closed metal containers and remove daily from site. D. Upon completion of work leave premises neat and clean 3.7 PROTECTION A. Protect other surfaces from paint and damage. Repair damage as a result of inadequate or unsuitable protection. 3.8 COLOR SCHEDULE — See Drawings 3.9 SCHEDULE OF ITEMS TO BE PAINTED A. Painted finishes shall be provided for, but not limited to, the following items. Refer to Drawings and Paint Color Schedule at end of this Section for designated finishes and colors of areas. 1. Interior: All interior surfaces as scheduled on Drawings including, but not limited to: CITY OF NEWPORT BEACH 099100-8 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 09 9100 PAINTING a. Hollow metal doors and frames. b. Gypsum wallboard. C. Exposed wood trim. B. Do not paint the following items: Pre -finished items: a. Aluminum, brass, bronze, stainless steel, and chrome plated steel. b. Pre -finished items, such as toilet compartments, acoustical ceiling materials, mechanical, and electrical equipment. c. UL, FM, and other code -required labels. d. Equipment identification, performance rating, and name plates. e. Finish hardware. f. Factory finished metal wall panels, metal wall panel trim, and metal gravel stops. Exposed items: a. Exposed mechanical ductwork, hangers, and supports. b. Exposed piping and conduit, hangers and supports. c. Exposed fire protection piping, hangers and supports. d. Exposed roof structure. e. Exposed roof deck. 3.10 PAINTING AND FINISHING SCHEDULE A. Interior Paint Systems: 1. Interior Masonry: a. 2 Coats Latex Epoxy 2. Interior Gypsum Wallboard: a. 1 coat Latex Wall Primer. b. 1 coat Latex Eggshell Enamel 3. Interior Metal: a. 1 coat primer b. 2 coats Alkyd Latex Satin 4. Interior Wood (painted): a. 1 coat Enamel Undercoat b. 2 coats Alkyd Semi -Satin Enamel 5. Hollow Metal Doors - Painted. a. One coat Enamel Undercoat. b. Two tinted coats of Latex Semi -Gloss Enamel. 6. Ferrous Metals a. Touch up Prime Coat. b. Two tinted coats of Alkyd Enamel Semi -Gloss. Payment for items of work identified in Division 9 of the plans and these specifications shall be based on the lump sum bid pricing for the various bid items identified as finishes in the Bid Schedule. END OF SECTION CITY OF NEWPORT BEACH 099100-9 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 10 1400 SIGNAGE PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Supply and installation of Interior Room Signs, and Geometric Signs. B. Related Sections: 1. Project Signs, see Construction Facilities and Temporary Controls: Section 01 5000, Temporary Facilities Control. 2. Section 09 1000, Finishes 1.2 SUBMITTALS A. Make submittals in accordance with section 01 3300. B. Shop Drawings: Submit shop drawings showing sizes of signs and lettering, construction details of signs and anchoring details. C. Submittals: Submit color and texture samples of all materials to be used for signs. D. Samples: Submit 1 full size sample of each toilet room signs. 1.3 QUALITY ASSURANCE A. Manufacturers shall have been regularly engaged in manufacturing identifying devices for minimum of 5 years. B. Pre -Installation Conference: Notify OAR when signs are ready for installation. Arrange for conference at site. Do not proceed with installation until ARCHITECT'S approval of specific locations and methods of attachment has been obtained. C. Provide signs from one manufacturer. 1.4 PRODUCT HANDLING A. Use all means necessary to protect signs before, during and after installation. In event of damage, immediately make necessary repairs and replacements. PART 2 -PRODUCTS 2.1 MANUFACTURE A. Products of following manufacturers are acceptable and are the basis for intended design and quality. 1. Vomar Products Inc. 2. ASI-Modulex, Inc. 3. Mohawk Sign Systems, Inc. 4. Accent Signage Systems. 5. The Gruenke Company. CITY OF NEWPORT BEACH 1014000-1 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 10 1400 SIGNAGE Ada Sign Products. AccuBraille. 8. Equal. 2.2 MATERIAL AND FABRICATION A. Interior Room Identification Sign Materials: Substrate Panel: 1/8 inch minimum thick, integrally colored or clear acrylic plastic, or laminated acrylic. Conforming to ASTM D4802; non -glare (matte), UV stable, suitable for interior and exterior use. a. Corners shall be square. b. Edges shall be square and eased. C. Colors as selected by ARCHITECT from manufacturer's custom color range. 2. Fasteners: a. Stainless steel tamper -proof screws and plastic anchors. b. Signs mounted on fire -rated doors shall be secured with adhesive. C. Adhesives and sealants shall comply with the limits for VOC content. B. Characters and Symbols: Shall be fabricated by one of the processes described below: Computer cut raised characters and graphics shall be cut from 1/16 inch integrally colored acrylic. Raised characters and graphics shall be inlaid 1/32 inch minimum into first surface of sign background, secured with adhesive so it cannot be removed without the use of tools. Raised characters and graphics shall have beveled, eased or rounded edges. Non - tactile text and graphics shall be applied to the second surface, and background color shall be applied to the second surface and protected with film or an additional backplate. Pictograms and other symbols including the International Symbol of Accessibility, which are included on signs with raised characters and Braille, are not required to be raised. Raised characters and graphics including braille shall be integral to sign face and shall be formed into sign face by high pressure thermoforming using a negative mold. No applied, glued, welded tactile elements are acceptable. Raised characters and graphics shall have beveled, eased or rounded edges. No sharp, square edges are acceptable. Non -tactile text and graphics shall be applied to the second surface, and background color shall be applied to the second surface and protected with vinyl film. Pictograms and other symbols including the International Symbol of Accessibility, which are included on signs with raised characters and Braille, or other signs are not required to be raised. 2.3 COMMUNICATION ELEMENTS AND FEATURES CITY OF NEWPORT BEACH 1014000-2 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 10 1400 SIGNAGE A. Raised Characters Raised characters shall comply with CBC 11 B-703.2. 1. Character Type: Characters on signs shall be raised 1/32 inch minimum above their background and shall be sans serif uppercase characters duplicated in Braille. Characters and Braille shall be in a horizontal format. 2. Character Height: Character height measured vertically from the baseline of the character shall be 5/8 inch minimum and 2 -inch maximum based on the height of the uppercase letter "I". 3. Character Proportions: Characters shall be selected from fonts where the width of the uppercase letter "O" is 60 percent minimum and 110 percent maximum of the height of the letter "I". 4. Stroke Thickness: Stroke thickness of the uppercase letter "I" shall be 15 percent maximum of the height of the character. 5. Character and Line Spacing shall be in conformance to CBC 11 B-703.2.7 and 11 B- 703.2.8. 6. Character Placement: Shall be placed in accordance to Section 2.3, C below. A. Visual Characters: Visual characters shall comply with CBC Section 11B-703.5. Characters shall be conventional in form, and shall be uppercase or lowercase or a combination of both, as indicated on the drawings. Characters shall not be italic, oblique, highly decorative, or of other unusual forms. 1. Finish and Contrast: Characters and their backgrounds shall have a non -glare finish. Characters shall contrast with their background with either light characters on a dark background or a dark character on a light background. 2. Character Proportions: Characters shall be selected from fonts where the width of the uppercase letter "O" is 60 percent minimum and 110 percent maximum of the height of the uppercase of the letter "I". 3. Character Height: Minimum character height shall comply with CBC Table 11 B- 703.5.5. 4. Height from Finish Floor or Ground: Visual characters shall be 40 inches minimum above the finish floor or ground 5. Stroke Thickness: Uppercase letter "I" shall be 10 percent minimum and 20 percent maximum of the height of the character. 6. Character and Line Spacing: Shall be in accordance to CBC 11 B-703.5.8 and 11 6- 703.5.9. B. Braille: Contracted Grade 2 Braille, conforming to CBC 11 B-703.3. Braille characters shall be inlaid optically correct acrylic Raster beads into computer drilled holes in the panel surface. CITY OF NEWPORT BEACH 1014000-3 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 10 1400 SIGNAGE Dimensions and Capitalization: Braille dots shall have a domed or rounded shape and shall comply with CBC Table 11 B-703.3.1. The indication of an uppercase letter or letters shall only be used before the first word of sentences, proper nouns and names, individual letters of the alphabet, initials, and acronyms. Position: Braille shall be positioned below the corresponding text in a horizontal format, flush left or centered. If text is multi -lined, Braille shall be placed below the entire line of text. Braille shall be separated 3/8 inch minimum and 1/2 maximum from any other tactile characters and 3/8 inch minimum from raised borders and decorative elements. C. Pictograms: In conformance to CBC 11 B-703.6. Pictograms shall have a field height of 6 inches minimum. Characters and Braille shall not be located in the pictogram field. Finish and Contrast: Pictograms and their field shall have a non -glare finish. Pictograms shall contrast with their field with either a light pictogram on a dark field or a dark pictogram on a light field. Text Descriptors: Pictograms shall have text descriptors located directly below the pictogram field, and shall comply with CBC 11 B-703.2, 11 B-703.3 and 11 B-703.4. D. International Symbol of Accessibility (ISA): Shall comply with CBC 11B-703.7 and CBC Figure 11B-703.7.2.1. The ISA shall consist of a white figure on a blue background. The blue color shall be approximate to FS. 15090 in Federal Standard 595C. E. Mounting Locations and Height: Signs with tactile characters shall be as indicated on the drawings and in conformance to CBC 11 B-703.4. Mounting Locations: a. Identification signs for rooms and spaces shall be located on the wall adjacent to the latch side of the door, as one enters the room or space. b. Signs that identify exits shall be located at the exit door when approached in the direction of egress travel. C. Signs containing tactile characters shall be located so that a clear floor space 18 -inches minimum by 18 -inches minimum, centered on the tactile characters, is provided beyond the arc of any door swing between the closed position and 45 -degree open position. d. Where a tactile sign is provided at a door, the sign shall be located alongside the door at the latch side. e. Where a tactile sign is provided at double doors with one active leaf, the sign shall be located at the inactive leaf. f. Where a tactile sign is provided at double doors with two active leafs, the sign shall be located to the right of the right-hand door. g. Where there is no wall space at the latch side of a single door or at the right side of double doors, signs shall be located on the nearest adjacent wall. CITY OF NEWPORT BEACH 1014000-4 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 10 1400 SIGNAGE 2. Mounting height above finish floor or ground: Tactile characters on signs shall be located 48 inches minimum above the finish floor or ground surface, measured from the baseline of the lowest Braille cells and 60 inches maximum above the finish floor or ground surface, measured from the baseline of the highest line of raised characters. 2.4 RESTROOM SIGNAGE A. Multiple -Occupancy restrooms shall be provided with geometric symbols and wall mounted pictograms with text descriptors. B. Geometric Symbols: 1. Doorways leading to toilet rooms shall be identified by a geometric symbol complying with CBC Section 11 B-703.7.2.6. Male Restroom Door Symbol: 1/4 -inch -thick equilateral triangle with edges 12 inches long, with vertex pointing upward, the triangle symbol shall contrast with the door, either light on a dark background or dark on a light background. A male silhouette shall appear within the equilateral triangle in contrasting color to it. Female Restroom Door Sign: 1/4 -inch -thick circle 12 -inch diameter, the circle symbol shall contrast with the door, either light on a dark background or dark on a light background. A female silhouette shall appear within the circle in contrasting color to it. 4. "All Gender" Restroom Door Sign (Single occupancy restrooms): 1/4 -inch -thick circle, 12 -inch diameter with a 1/4 -inch -thick equilateral triangle with the vertex pointing upward superimposed on the circle and within the 12 -inch diameter. Triangle and circle shall be of contrasting colors; the circle symbol shall contrast with the door. A female and male silhouette shall appear within the equilateral triangle in contrasting color to it, and the word "restroom" shall appear on the bottom part of the circle in contrasting color to it. Edges and Vertices on Geometric Symbols: Shall be eased or rounded at 1/16 inch minimum, or chamfered at 1/8 inch maximum. Vertices shall be radiused between 1/8 minimum and % inch maximum. 6. Location and Mounting Height: Symbols shall be mounted at 58 inches minimum and 60 inches maximum above the finish floor or ground surface measured from the centerline of the symbol. Where a door is provided the symbol shall be mounted within one inch of the vertical centerline of the door. C. Room Identification for Multiple -Occupancy Restrooms: Provide a 16 -inch -long by 6 -inch - tall room identification sign, including a pictogram of the International Symbol of Accessibility on a side. Restroom names shall be "Women" or "Men". Characters, Braille, pictograms and mounting locations and height shall be in conformance to section 2.3. D. Room Identification for Single -Occupancy Restrooms: Provide a 16 -inch -long by 6 -inch -tall room identification sign, including a pictogram of the International Symbol of Accessibility on a side. Text descriptor shall be "All Gender Restroom". Characters, Braille, pictograms and mounting locations and height shall be in conformance to section 2.3. CITY OF NEWPORT BEACH 1014000-5 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 10 1400 SIGNAGE PART 3 — EXECUTION 3.1 EXAMINATION A. Verify that surfaces are ready to receive work. B. Beginning of installation means installer accepts condition of existing surfaces. 3.2 INSTALLATION A. Interior Identification Signs and Interior Directional Signs: 1. Anchor signs to wall using 4 tamperproof, round head screws, one at each corner of sign. Furnish plastic anchors. 2. In In addition to screws, signs shall be secured to wall with high -bond two-faced tape. 3. For installation on glass, fasten sign to glass with very high bond double faced tape. On opposite side of glass, anchor matching backplate to glass with very high -bond double-faced tape. C. Geometric Signs: Toilet room signs shall be anchored to doors with 3 tamperproof countersunk screws, designed for anchoring to material of wall. 3.3 CLEANUP A. Remove rubbish, debris, and waste materials and legally dispose of off Project site. 3.4 PROTECTION A. Protect Work of this section until Substantial Completion. Payment for items of work covered under Division 10 of the plans and these specifications shall be based on the lump sum bid pricing identified in the Bid Schedule. No additional compensation will be allowed. END OF SECTION CITY OF NEWPORT BEACH 1014000-6 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 10 2115 TOILET COMPARTMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Solid phenolic, moisture resistant substrate. a. Toilet partitions: overhead braced. b. Urinal screen: wall hung. 2. Attachment hardware. B. Related Documents: The Contract Documents, as defined in Section 01 1000 - Summary of Work, apply to the Work of this Section. Additional requirements and information necessary to complete the Work of this Section may be found in other Documents. C. Related Sections: 1. Section 10 2813 — Toilet Accessories. 1.2 REFERENCES A. American National Standards Institute (ANSI): 1. ANSI A117.1 - Specifications for Making Buildings and Facilities Accessible To and Usable by Physically Handicapped People. B. American Society for Testing and Materials (ASTM): 1. ASTM A 167 - Specification for Stainless and Heat -Resisting Chromium -Nickel Steel Plate, Sheet and Strip. 2. ASTM E-84 — Standard Test Method for Surface Burning Charactereistics of Building Matrials. 3. 8221 — Standard Specification for Aluminum and Aluminum —Alloy Extruded Bars, Rods, Wire, Profiles & Tubes. 1.3 QUALITY ASSURANCE A. Regulatory Requirements: 1. Conform to ANSI A117.1 code for access for the handicapped operation of toilet compartment door and hardware. 2. CBC 2016 for Flame Spread/Smoke Development requirements. 1.4 SUBMITTALS A. Section 01 3300 - Submittal Procedures: Procedures for submittals. Product Data: Submit manufacturer's data sheets for each product specified. Shop Drawings: Submit manufacturer's shop drawings for each product specified, including the following: a. Plans, elevations, details of construction and attachment to adjacent construction. b. Show anchorage locations and accessory items. C. Verify dimensions with field measurements prior to final production of toilet compartments. Closeout documents: Submit operation and maintenance data and warranty. 1.6 DELIVERY, STORAGE, AND HANDLING CITY OF NEWPORT BEACH 102115-1 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 10 2115 TOILET COMPARTMENTS A. Deliver, store and handle materials and products in strict compliance with manufacturer's instructions and recommendations. Protect from damage. 1.7 WARRANTY A. Manufacturer's standard 10 year limited warranty for panels, doors, and stiles against breakage, corrosion, delamination, and defects in factory workmanship. Manufacturer's standard 1 year guarantee against defects in material and workmanship for stainless steel door hardware and mounting brackets. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with project requirements, manufacturers offering specified items which may be incorporated in the Work include the following. - 1 . ollowing:1. Bobrick Washroom Equipment, Inc. 2. Capitol Partitions. 3. Comtec Industries. 4. Metpar Corporation. 5. Scranton Products. 6. Or approved equal. 2.2 MATERIALS A. Stiles, Panels, Doors, and Screens 1. Solid phenolic material constructed of solidly fused plastic laminate with matte -finish melamine surfaces, colored face sheets, and black phenolic resin core that are integrally bonded. Edges shall be black. 2. Color: as noted on Drawings. 3. Option to provide gap -Free Privacy Design. 4. Finish Thickness: a. Stiles and doors shall be 3/4 inch. b. Panels shall be 1/2 inch. B. Heavy Duty Hardware 1. All hardware to be Institutional Hardare, 18-8, type -304 stainless steel with satin finish. 2. All hardware concealed inside compartments with the exception of out -swinging doors. C. Latch with Vandal -Resistant Option 1. Sliding door latch 14 gauge and slide on nylon track. 2. Sliding door latch shall require less than 5 -pound force to operate. Twisting latch operation will not be acceptable. 3. Latch track attached to door by flathead machine screws into factory installed threaded brass inserts. 4. Latch handle shall have rubber bumper to act as door stop. 5. Latch shall allow door to be lifted over 8 -gauge keeper for emergency access. 6. Metal -to -metal connection shall withstand a direct pull of over 1000 pounds per screw. 7. ADA approved latch. D. Hinges with Vandal -Resistant Option 1. Hinge 16 gauge continuous piano hinge. 2. All doors equipped with self-closing hinge. CITY OF NEWPORT BEACH 102115-2 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 10 2115 TOILET COMPARTMENTS 3. Continuous piano hinge attached to door and stile by theft -resistant, one-way, stanless steel machine screws into threaded brass inserts. 4. Door furnished with two 11 -gauge vinyl -coated door stops to ersist door from being kicked out of compartment. 5. Door stops and keeper secured with stainless steel, one-way, machine screws from inside of compartment to threaded brass inserts. E. Mounting brackets 18 -gauge stainless steel and extend full height of panel. U -channels furnished for panel to stile mounting. Angle brackets furnished for stile to wall and stile to panel mounting. Angle brackets furnished for panel to wall mounting. F. Leveling Device 3/16 inch hot rolled steel bar; chromate -treated and zinc -plated; through -bolted to base of solid phenolic stile. G. Stile Shoe one-piece, 4 inch high, type -304, 22 -gauge stainless steel with satin finish. Top shall have 90 degree return to stile. One-piece shoe capable of adapting to 3/4 inch or 1 inch stile thickness and capable of being fastened (by clip) to stiles starting at wall line. H. Overhead Braced Headrail satin finish, extruded anodized aluminum 0.125 inches thick with anti - grip profile. PART 3 — EXECUTION 3.1 EXAMINATION A. Section 01 7300 — Execution: Verification of existing conditions before starting work. 1. Check areas scheduled to receive compartments for correct dimensions, plumbness of walls, and soundness of surfaces that would affect installationof mounting brackets. 2. Verify spacing of plumbing fixtures to assure compatibility with installation of compartments. 3. Do not begin installation of compartments until conditions are satisfactory. 3.2 INSTALLATION A. Install compartments rigidly, straight, plumb, and level and in accordance with manufacturer's installation instructions. B. Installation methods shall conform to manufacturer's recommendations for backing and proper support. C. Conceal evidence of drilling, cutting, and fitting to room finish. D. Maintain uniform clearance at vertical edge of doors. 3.3 ADJUSTMENT AND CLEANING A. Adjust hardware for proper operation after installation. B. Set hinge cam on in -swinging doors to hold doors open when unlatched. C. Set hinge cam on out -swinging doors to hold unlatched doors in closed position. D. Clean exposed surfaces of compartments, hardware, and fittings. END OF SECTION CITY OF NEWPORT BEACH 102115-3 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 10 2813 TOILET ACCESSORIES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Toilet Accessories. 2. Attachment hardware. B. Related Documents: The Contract Documents, as defined in the General Conditions, apply to the Work of this Section. Additional requirements and information necessary to complete the Work of this Section may be found in other documents. C. Related Sections: 1. Section 06 1000 - Rough Carpentry: Placement of backing and blocking for attachment of accessories. 1.2 REFERENCES A. American Society for Testing and Materials (ASTM): 1. ASTM A 123 - Specification for Zinc (Hot -Dip Galvanized) Coatings on Iron and Steel Products. 2. ASTM A 167 - Specification for Stainless and Heat -Resisting Chromium -Nickel Steel Plate, Sheet, and Strip. 3. ASTM A 366 - Specification for Steel, Carbon, Cold -Rolled Sheet, Commercial Quality. 1.3 SUBMITTALS A. Section 01 3300 - Submittal Procedures: Procedures for submittals. 1. Product Data: Data for each accessory describing size, finish, details of function, and attachment methods. 1.4 QUALITY ASSURANCE A. Regulatory Requirements: Conform to California Building Code, 2016 Edition and Federal ADA for mounting heights and locations of accessories. 1.5 DELIVERY, STORAGE, AND HANDLING A. Section 01 6000 - Product Requirements: Transport, handle, store, and protect products. B. Deliver accessories in original labeled packaging, bearing manufacturer's name and type of accessory. CITY OF NEWPORT BEACH 10 2813 -1 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 10 2813 TOILET ACCESSORIES PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with project requirements, manufacturers offering specified items which may be incorporated in the Work include the following: 1. American Specialties Company, 2. Bobrick Washroom Equipment, 3. Bradley Corporation, 4. McKinney Parker, 5. Or approval equal as permitted in Section 01 6000 - Product Requirements: Product options and substitutions. 2.2 MATERIALS A. Sheet Steel: ASTM A 366. B. Galvanized Sheet Steel: ASTM A 366, ASTM A 123 to 1.25 ounces per square yard. C. Stainless Steel Sheet: ASTM A167, Type 304. D. Fasteners, Screws, and Bolts: Stainless Steel, tamper -proof. E. Expansion Shields: Fiber, lead, or rubber as recommended by accessory manufacturer for component and substrate. 2.3 MANUFACTURED UNITS — See Drawings 2.4 FABRICATION A. Weld and grind smooth joints of fabricated components. B. Form exposed surfaces from single sheet of stock, free of joints. Form surfaces flat without distortion. Maintain surfaces without scratches or dents. C. Fabricate grab bars of tubing, free of visible joints, return to wall with end attachment flanges. D. Shop assemble components and package complete with anchors and fittings. E. Provide steel anchor plates, adapters, and anchor components for installation. F. Back paint components where contact is made with building finishes to prevent electrolysis. PART 3 - EXECUTION 3.1 EXAMINATION A. Section 01 7300 - Execution: Verification of existing conditions before starting work. CITY OF NEWPORT BEACH 102813-2 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 10 2813 TOILET ACCESSORIES B. Verification of Conditions: Verify that field measurements, surfaces, substrates and conditions are as required, and ready to receive Work. 1. Verify correct location of opening in wall for recessed accessories. 2. Verify that attachment blocking and backing plates are in place in the correct location for accessory connections. C. Report in writing to the Engineer prevailing conditions that will adversely affect satisfactory execution of the Work of this Section. Do not proceed with Work until unsatisfactory conditions have been corrected and approved by the Engineer. D. By beginning Work, Contractor accepts conditions and assumes responsibility for correcting unsuitable conditions encountered at no additional cost to the City. 3.2 PREPARATION A. Deliver inserts and rough -in frames to site for scheduled installation. B. Provide and use templates and rough -in measurements as required. 3.3 INSTALLATION A. Install fixtures, accessories, and items in accordance with manufacturer's instructions, and as indicated on Drawings. Use tamper -proof fasteners. B. Install plumb and level, securely and rigidly anchored to substrate. 3.4 ADJUSTING AND CLEANING A. Adjust accessories for proper operation and verify mechanisms function smoothly. B. Remove temporary labels and protective coatings. Clean and polish exposed surfaces. Payment for all items of work identified under Division 10 of the plans and these specifications shall be based on the lump sum pricing for the various bid items identified as Building Specialties on the Bid Schedule. END OF SECTION CITY OF NEWPORT BEACH 102813-3 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 22 0500 PLUMBING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Waterproofing. 2. Electrical Connections and Protection. 3. Supports and anchors. 4. Cleaning, Protection and Adjustment. 5. Dielectric Fittings. 6. Piping connections. 7. Mechanical Identification. 8. Sleeves and Seals. B. Related Documents: The Contract Documents, as defined in Section 01 1000 - Summary of Work, apply to the Work of this Section. Additional requirements and information necessary to complete the Work of this Section may be found in other Documents. C. Related Sections: 1. 07 9200 - Joint Sealants: Sealants. 2. 09 9100 - Painting: Field painting. 1.2 WATERPROOFING A. Where work penetrates waterproofing, including waterproof concrete, the method of installation shall be approved by the Engineer prior to performing the work. Furnish necessary sleeves, caulking and flashing required to make openings absolutely watertight. 1.3 ELECTRICAL CONNECTIONS AND PROTECTION A. Regardless of voltage, provide control wiring, interlock wiring, and equipment control wiring for the equipment provided under this division of the specifications. B. Furnish electrical disconnect switches, starters and combination starter disconnects required for equipment provided under this division of the specifications. Circuit breakers furnished shall be rated for motor protection. C. Power wiring not used for control functions, complete from power source to motor or equipment junction box, including power wiring through starters, shall be provided under Division 26. D. Coordinate to ensure that electrical devices furnished or provided are compatible with the electrical systems used. E. Confirm final location of electrical equipment to be installed in the vicinity of piping. 1.4 PAINTING A. Painting requirements of this section shall conform to Division 9 — Finishes: Painting. B. Provide surface preparation, priming, and final coat application in strict accordance with manufacturer's recommendations. CITY OF NEWPORT BEACH 22 0500 -1 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 22 0500 PLUMBING C. Provide field painting of systems, equipment and miscellaneous metals located outdoors. Application shall be in strict accordance with manufacturer's recommendations. D. Provide painting of plumbing piping and equipment exposed in mechanical equipment room and in occupied spaces. Plumbing items to be painted are as follows: 1. Piping, pipe hangers, pipe insulation, and supports 2. Equipment and supports. 3. Accessory items. 1.5 CLEANING, PROTECTION AND ADJUSTMENT A. Cleaning 1. General cleaning requirements are specified in Division 1 — General Requirements. 2. Upon completion of the work, clean the exterior surface of equipment, accessories, and trim installed. Clean, polish, and leave equipment, accessories, and trim in first-class condition. B. Protection of Surfaces 1. Protect surfaces from damage during the construction period. 2. Provide plywood or similar material under equipment or materials stored on floors or roofs. Provide protection in areas where construction may damage surfaces. 3. Surfaces damaged during the construction shall be repaired or replaced at no additional cost to the City. The method of repairing or replacing the surface shall be approved by the Engineer. C. Protection of Services 1. Protect services from damage during the construction period. 2. Repair, replace and maintain utilities, facilities or services (underground, above ground, interior or exterior) damaged, broken or otherwise rendered inoperative during the course of construction. 3. Services damaged during the construction shall be replaced at the cost of the Contractor at fault. The method used in repairing, replacing or maintaining the services shall be approved by the Engineer. D. Protection of Equipment and Materials 1. Equipment and materials shall be stored in a manner that shall maintain an orderly, clean appearance. If stored on-site in open or unprotected areas, equipment and material shall be kept off the ground and out of standing water by means of pallets or racks, and covered with tarpaulins. 2. Equipment and material, if left unprotected and damaged, shall be repainted or otherwise refurbished at the discretion of the Owner. Equipment and material are subject to rejection and replacement if, in the opinion of the Engineer or manufacturer the equipment has deteriorated or been damaged to the extent that its immediate use or performance is questionable, or that its normal life expectancy has been curtailed. 3. During the construction period, protect piping, fittings, valves, equipment, and associated appurtenances from damage and dirt. Each system of piping shall be flushed to remove grit, dirt, sand, and other foreign matter for as long a time as required to thoroughly clean the systems. E. Adjustment 1. After the entire installation has been completed, make required adjustments to balancing valves, circulating systems, pressure reducing valves and similar devices until performance requirements are met. CITY OF NEWPORT BEACH 220500-2 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 22 0500 PLUMBING Provide factory -lubricated bearings for equipment. Before initial startup of equipment, inspect and verify bearings for proper amounts of lubricant. If required, provide proper amounts of lubricant in accordance with manufacturer's recommendations. 1.6 DIELECTRIC FITTINGS A. Ferrous to non-ferrous pipe connections shall be made with threaded, soldered, plain, or welded end connections that match piping system material. Dielectric fittings shall prevent any electrolytic action between dissimilar materials. 1.7 PIPING CONNECTIONS A. Make pipe connections according to the following 1. Provide unions in supply piping systems 4 inches and smaller: a. Adjacent to each side of valve b. At final connection to equipment 2. Provide flanged connections for supply piping systems 4'/z inches and larger: a. Adjacent to each side of valve b. At final connection to equipment 3. Provide sewer lateral cleanout: a. As indicated on Plans. 1.8 SLEEVES AND SEALS A. Sleeves for Pipes Through Non -Fire Rated Floors: 18 gage (1.2 mm thick) galvanized steel. B. Sleeves for Pipes Through Non -Fire Rated Beams, Walls, Footings, and Potentially Wet Floors: Steel pipe or 18 gage (1.2 mm thick) galvanized steel. C. Sleeves for Round Ductwork: Galvanized steel. D. Sleeves for Rectangular Ductwork: Galvanized steel or wood. E. Sealant: refer to Section 07 9200 — Joint Sealants. PART 2 -PRODUCTS 2.1 PIPE HANGERS AND SUPPORTS A. Manufacturers: Subject to compliance with project requirements, manufacturers offering Products which may be incorporated in the Work include the following: 1. Grinnell. 2. Elcen. 3. Fee and Mason. 4. Kin -Line. 5. Michigan. 6. Unistrut. 7. Or approved equal. B. Plumbing Piping - DWV: 1. Conform to ASTM F708. 2. Hangers for Pipe Sizes 1/2 to 1-1/2 Inch (13 to 38 mm): Malleable iron, adjustable swivel, split ring. CITY OF NEWPORT BEACH 220500-3 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 22 0500 PLUMBING 3. Hangers for Pipe Sizes 2 Inches (50 mm) and Over: Carbon steel, adjustable, clevis. 4. Multiple or Trapeze Hangers: Steel channels with welded spacers and hanger rods. 5. Wall Support for Pipe Sizes to 3 Inches (75 mm): Cast iron hook. 6. Wall Support for Pipe Sizes 4 Inches (100 mm) and Over: Welded steel bracket and wrought steel clamp. 7. Vertical Support: Steel riser clamp. 8. Floor Support: Cast iron adjustable pipe saddle, lock nut, nipple, floor flange, and concrete pier or steel support. 9. Copper Pipe Support: Carbon steel ring, adjustable, copper plated. C. Plumbing Piping - Water: 1. Conform to ASTM F708. 2. Hangers for Pipe Sizes 1/2 to 1-1/2 Inch (13 to 38 mm): Malleable iron adjustable swivel, split ring. 3. Hangers for Cold Pipe Sizes 2 Inches (50 mm) and Over: Carbon steel, adjustable, clevis. 4. Hangers for Hot Pipe Sizes 2 to 4 Inches (50 to 100 mm): Carbon steel, adjustable, clevis. 5. Hangers for Hot Pipe Sizes 6 Inches (150 mm) and Over: Adjustable steel yoke, cast iron roll, double hanger. 6. Multiple or Trapeze Hangers: Steel channels with welded spacers and hanger rods. 7. Multiple or Trapeze Hangers for Hot Pipe Sizes 6 Inches (150 mm) and Over: Steel channels with welded spacers and hanger rods, cast iron roll. 8. Wall Support for Pipe Sizes to 3 Inches (76 mm): Cast iron hook. 9. Wall Support for Pipe Sizes 4 Inches (100 mm) and Over: Welded steel bracket and wrought steel clamp. 10. Wall Support for Hot Pipe Sizes 6 Inches (150 mm) and Over: Welded steel bracket and wrought steel clamp with adjustable steel yoke and cast-iron roll. 11. Vertical Support: Steel riser clamp. 12. Floor Support for Cold Pipe: Cast iron adjustable pipe saddle, lock nut, nipple, floor flange, and concrete pier or steel support. 13. Floor Support for Hot Pipe Sizes to 4 Inches (100 mm): Cast iron adjustable pipe saddle, lock nut, nipple, floor flange, and concrete pier or steel support. 14. Floor Support for Hot Pipe Sizes 6 Inches (150 mm) and Over: Adjustable cast iron roll and stand, steel screws, and concrete pier or steel support. 15. Copper Pipe Support: Carbon steel ring, adjustable, copper plated. 2.2 PIPE HANGER AND SUPPORT SCHEDULE PIPE HANGER AND SUPPORT SCHEDULE PIPE SIZE MAX. HANGER SPACING HANGER ROD Inches mm Feet m DIAMETER - Inches mm 1/2 to 1-1/4 6.5(2) 3/8(9) 12 to 32 1-1/2 to 2 10 (3) 3/8(9) 38 to 50 2-1/2 to 3 10 (3) 1/2(13) 62 to 75 4 to 6 10 (3) 5/8(15) 100 to 150 8 to 12 14 (4.25) 7/8(22) 200 to 300 PVC All Sizes 6(1.8) 3/8(9) C.I. Bell and Spigot 5(1.5) 1/2(13) or No -Hub and at Joints CITY OF NEWPORT BEACH 220500-4 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 22 0500 PLUMBING 2.3 PROTECTION OF ELECTRICAL EQUIPMENT A. Plan and arrange overhead piping to avoid dedicated electrical space that may include motors, controllers, switchboards, panel boards, or similar equipment. 1. Dedicated electrical space is equal to the width and depth of the electrical components and extends from the floor to a height of 6 feet above the electrical components or to the structural ceiling, which ever is lower. No piping, leak detection apparatus, equipment, components or associated appurtenances foreign to the electrical installation shall be located in the dedicated electrical space. 2. Dropped, suspended, or any other type of ceiling that does not add strength to the building structure can not be provided as a separation between dedicated electrical space for the installation of foreign components within the dedicated electrical space. B. Where the installation of foreign components occurs above the dedicated electrical space (6 feet above the electrical systems), contractor shall provide a means of secondary containment to prevent damage to the electrical systems. C. Secondary Containment Piping System 1. Piping system shall consist of clear unpigmented Polyvinyl Chloride pipe and fittings. The containment piping system shall be longitudinally split. The pipe shall align via a tongue and groove and the fittings shall be manufactured in two halves. 2. The pipe and fitting shall be temporarily held together by clips affixed over top of integral fitting clip locators. Final system joining shall be provided by welding components together via an injection bonding process. 3. Final containment inspection shall be provided via a low-pressure air test per manufacturer's requirements. 2.4 DIELECTRIC FITTINGS A. Dielectric unions shall be factory — fabricated assemblies with a minimum working pressure as required to suit system pressures. B. Dielectric flanges shall be factory — fabricated, companion flange assemblies with a minimum working pressure as required to suit system pressures. C. Dielectric flange kits shall be field — fabricated with a minimum working pressure as required to suit system pressures. Kit shall include flanges, full face type phenolic gasket, phenolic bolt sleeves, phenolic washers, and steel backing washers. D. Dielectric couplings shall be galvanized steel with inert and noncorrosive, thermoplastic lining, threaded ends and a minimum working pressure as required to suit system pressures. E. Dielectric nipples shall be electroplated steel nipple with unert and noncorrosive, thermoplastic lining, plain, threaded, or grooved ends and a minimum working pressure as required to suit system pressures. F. Acceptable Manufacturers: 1. Watts Industries 2. Zurn Industries 3. Sioux Chief Industries 4. Or approved equal. CITY OF NEWPORT BEACH 220500-5 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 22 0500 PLUMBING PART 3 - EXECUTION 3.1 EXAMINATION A. Section 01 7300 - Execution: Verification of existing conditions before starting work. B. Verification of Conditions: Verify that field measurements, surfaces, substrates and conditions are as required, and ready to receive Work. C. Report in writing to the Engineer prevailing conditions that will adversely affect satisfactory execution of the Work of this Section. Do not proceed with Work until unsatisfactory conditions have been corrected and approved by the Engineer. D. By beginning Work, Contractor accepts conditions and assumes responsibility for correcting unsuitable conditions encountered at no additional cost to the City. 3.2 PREPARATION - MECHANICAL IDENTIFICATION A. Degrease and clean surfaces to receive adhesive for identification materials. 3.3 INSTALLATION - GENERAL A. Install in accordance with manufacturer's instructions. B. The use of lead -containing solder for plumbing and plumbing fixtures is prohibited in the construction of this project. 3.4 INSTALLATION - PIPE HANGER AND SUPPORTS A. Support horizontal piping as scheduled. B. Install hangers to provide minimum 1/2 -inch (13 mm) space between finished covering and adjacent work. C. Place hangers within 12 inches (300 mm) of each horizontal elbow. D. Use hangers with 1-1/2 inch (38 mm) minimum vertical adjustment. E. Support horizontal cast iron pipe adjacent to each hub, with 5 feet (1.5 m) maximum spacing between hangers. F. Where several pipes can be installed in parallel and at same elevation, provide multiple or trapeze hangers. G. Support riser piping independently of connected horizontal piping. H. Provide copper plated hangers and supports for copper piping. I. Design hangers for pipe movement without disengagement of supported pipe. J. Prime coat exposed steel hangers and supports. Hangers and supports located in crawl spaces, pipe shafts, and suspended ceiling spaces are not considered exposed. 3.5 INSTALLATION - MECHANICAL IDENTIFICATION CITY OF NEWPORT BEACH 220500-6 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 22 0500 PLUMBING A. Install identifying devices after completion of coverings and painting. B. Install plastic nameplates with corrosive -resistant mechanical fasteners, or adhesive. C. Install tags using corrosion resistant chain. Number tags consecutively by location. D. Install underground plastic pipe markers 6 to 8 inches (150 to 200 mm) below finished grade, directly above buried pipe. E. Identify control panels and major control components outside panels with plastic nameplates. F. Identify valves in main and branch piping with tags. G. Identify piping, concealed or exposed, with plastic pipe markers and plastic tape pipe markers. Use tags on piping 3/4 -inch (20 mm) diameter and smaller. Identify service, flow direction, and pressure. Install in clear view and align with axis of piping. Locate identification not to exceed 20 feet (6 m) on straight runs including risers and drops, adjacent to each valve and tee, at each side of penetration of structure or enclosure, and at each obstruction. Payment for all items of work identified in Division 22 in the plans and these specifications will be based on the lump sum pricing for items identified as Plumbing in the Bid Schedule. No additional Compensation will be allowed. END OF SECTION CITY OF NEWPORT BEACH 220500-7 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 22 4000 PLUMBING FIXTURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1 _ Water closets. 2. Lavatories. 3. Urinals. 4. Protective shielding guards. B. Related Documents: The Contract Documents, as defined in Section 41 1000 - Summary of Work, apply to the Work of this Section. Additional requirements and information necessary to complete the Work of this Section may be found in other Documents. C. Related Sections: 1. Section 07 9200 - Joint Sealants: Seal fixtures to walls and floors. 2. Section 22 0500 - Plumbing 1.2 REFERENCES A. American Society of Mechanical Engineers {ASME}: 1. ASME Al 12.18.1 - Finished and Rough Brass Plumbing Fixture Fittings. 1.3 SUBMITTALS A. Section 01 3300 - Submittal Procedures: Procedures for submittals. 1. Product Data: a. Product Data: Provide catalogue illustrations of fixtures, sizes, rough -in dimensions, utility sizes, trim, and finishes. B. Section 01 7704 - Closeout Procedures and Training- Procedures for closeout submittals. 1. Project Record Documents: Accurately record the following: a. Operation and Maintenance Data: Include fixture trim exploded view and replacement parts lists. 1.4 DELIVERY, STORAGE, AND HANDLING A. Section 01 6000 - Product Requirements Transport, handle, store, and protect Products. B. Only accept fixtures on site in factory packaging. Inspect for damage. C. Protect installed fixtures from damage by securing areas and by leaving factory packaging in place to protect fixtures and prevent use. PART 2 - PRODUCTS 2,1 MANUFACTURERS CITY OF NEWPORT BEACH 224000-1 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 22 4000 PLUMBING FIXTURES A. Subject to compliance with project requirements, manufacturers offering Products which may be incorporated in the Work include the following: 1. Water closets, lavatories, urinals, drinking fountains, protective shielding guards: a. American Standard. b. Kohler. C. Or approved equal. B. Furnish and install Products as indicated in Drawings. PART 3 - EXECUTION 3.1 EXAMINATION A. Section 01 7300 - Execution: Verification of existing conditions before starting work. B. Verification of Conditions: Verify that field measurements, surfaces, substrates and conditions are as required, and ready to receive Work. 1. Verify that walls and floor finishes are prepared and ready for installation of fixtures. 2. Verify that electric power is available and of the correct characteristics. C. Report in writing to the Engineer prevailing conditions that will adversely affect satisfactory execution of the Work of this Section. Do not proceed with Work until unsatisfactory conditions have been corrected and approved by the Engineer. D. By beginning Work, Contractor accepts conditions and assumes responsibility for correcting unsuitable conditions encountered at no additional cost to the City. 3.2 PREPARATION A. Rough -in fixture piping connections in accordance with minimum sizes indicated in fixture rough -in schedule for particular fixtures. 3.3 INSTALLATION A. Plumbing Fixtures: 1. Install in accordance with manufacturer's instructions. 2. Install each fixture with trap, easily removable for servicing and cleaning. 3. Provide chrome plated rigid or flexible supplies to fixtures with screwdriver stops, reducers, and escutcheons. 4. Install components level and plumb. 5. Install and secure fixtures in place with wall carriers and bolts. 6. Seal fixtures to wall and floor surfaces with sealant as specified in Section 07 9200 — Joint Sealants, color to be selected by Engineer. 7. Water Closets, Urinals, Lavatories, and Drinking Fountains: Provide adjustable cast iron fixture supports for all wall hung water closets, except where single vertical carriers in shallow walls occur. 8. The use of lead -containing solder for plumbing and plumbing fixtures is prohibited in the construction of this project. 9. Provide stainless steel Access Panels and install in accordance with manufacture recommendations. B. Trap Primers CITY OF NEWPORT BEACH 224000-2 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR SECTION 22 4000 PLUMBING FIXTURES Install primers under sinks and/or lavatories out of line of sight. Trap primers to have approval of plumbing and drainage institute. Install trap primers in accordance with manufacturer's recommendations. C. Backflow Preventers 1. Install in accordance with manufacturer's recommendations. 2. Pipe relief through fixed air gap and discharge to sewer. 3. Install adjacent to wall and/or floor utilizing stand-off brackets, angle frame, and/or concrete piers. 4. Test unit for leaks and pressure drop. Clean and/or replace soiled strainer media. D. Protective Shielding Guards 1. Manufactured, plastic enclosure for covering hot- and cold -water supplies, trap and drain piping, and complying with ADA requirements and meeting ANSI code for barrier -free design. Provide at all accessible sinks and lavatories. 3.4 ADJUSTING A. Refer to Specification Section 01 7300 — Execution. B. Adjust stops or valves for intended water flow rate to fixtures without splashing, noise, or overflow. 3.5 CLEANING A. At completion clean plumbing fixtures and equipment. 3.6 FIELD QUALITY CONTROL A. Section 01 4000 - Quality Requirements: Field testing and inspection. Payment for items of work covered under Division 22 of the plans and these specifications shall be based on the lump sum bid pricing identified in the Bid Schedule. No additional compensation will be allowed. END OF SECTION CITY OF NEWPORT BEACH 224000-3 Drawing No. B -5122-S CHANNEL PLACE PARK RESTROOM REPAIR City of Newport Beach Insurance Compliance PO Box 100085 - FV Duluth, GA 30096 October 21, 2021 Allinone Construction, Inc. 1070 S. Cypress St. #C La Habra, CA 90631 Reference Number: 8700-1 This Account has moved from non-compliant to COMPLIANT status and currently in compliance for certificate of insurance requirements. As of the date above, your insurance meets City of Newport Beach insurance requirements. We appreciate your efforts and those of your insurance agent in working with our insurance representatives. Please call us at (951) 766-2285 if you have any questions. Sincerely, City of Newport Beach Compliant Notice [CA1]