Contract Part 2

This is an electronic copy. All bidders must obtain a hard copy of the contract documents directly from the City of Healdsburg for bidding purposes..

CITY OF HEALDSBURG

NOTICE TO BIDDERS, PROPOSAL, CONTRACT

FOR

MEASURE V FACILITY IMPROVEMENT PROJECT

CITY OF HEALDSBURG

THERE IS A MANDATORY PREBID MEETING FOR THIS PROJECT SCHEDULED WEDNESDAY, MARCH 30, 2016 at 9:00AM AT THE CITY CORPORATION YARD, 550 WESTSIDE ROAD, HEALDSBURG.

BID OPENING DATE:

APRIL 13, 2016

CITY OF HEALDSBURG CITY MANAGERS OFFICE BUILDING MAINTENANCE PROJECT MANAGER: TINA L. KIRCHNER

401 GROVE STREET ECOPYHEALDSBURG, CALIFORNIA 95448 PHONE: (707) 431-3346 NOTICE TO BIDDERS

NOTICE IS HEREBY GIVEN that sealed bids will be received by the City Manager’s Office of the City of Healdsburg at the Administration/Clerks office located at City Hall, 401 Grove Street, Healdsburg, County of Sonoma, State of California, until the hour of 2:00 p.m., on the 13th day of April 2016 at which time they will be publicly opened and read aloud in the chambers of the City Council, 401 Grove Street, Healdsburg, California, for:

MEASURE V FACILITY IMPROVEMENT PROJECT (“Project”)

Plans and specifications may be obtained at the office of the City Engineer of the City of Healdsburg, 435 Allan Court, Healdsburg, California 95448 for a non-refundable fee of $35.00. The estimated Project cost is $985,000. The Project includes the following:

 Senior Center - (133 Matheson Street) – kitchen improvements, replacement of the HVAC system, roofing preservation and isolated re-roofing, and fire alarm installation.  Police Department – (238 Center Street) - the replacement of HVAC units, specific roof restoration areas and lavatory counters at second story restrooms.  Fire Department (600 Healdsburg Avenue) - replacement of the HVAC system with isolated restoration roof repairs.  Public Works Operations and Maintenance (550 Westside Road)- The addition of an air conditioning unit to Dry Creek Chemical Building.  Healdsburg Community Center- miscellaneous customer enhancements (concrete removal, landscape upgrade), painting of entire center, demolition of portable units on the south-side of the center, rental portable upgrades.

In accordance with California Public Contract Code Section 3400, bidders may propose equals of products listed in the technical specifications or project plans by manufacturer name, brand or model number, unless the technical specifications or plans specify that the product is necessary to match others in use. Complete information for products proposed as equals must be submitted to the City Clerk’s Office for review at least seven (7) working days before the time specified for bid opening in accordance with the bidders instructions contained in the bid package.

In accordance with California Public Contract Code Section 20170, all bids must be presented under sealed cover and include one of the following forms of bidder’s security: cash, cashier’s check made payable to the City, certified check made payable to the City, or a bidder’s bond. The amount of bidder’s security provided must equal at least ten (10) percent of the total of the bid price for the base bid and the additive or deductive items listed in this notice. The successful bidder must submit to the City complete, executed copies of all required documents within ten (10) working days of receiving written notice of award of the project. Bidder’s security of any successful bidder that fails to do so will be forfeited to the City. Such required documents include, but are not limited to, a payment or labor and materials bond in an amount of at least 100 percent of theECOPY amount payable by the terms of the project contract and that satisfies the requirements of California Civil Code Section 9554, and a performance bond in an amount of at least 100 percent of the amount payable by the terms of the contract. All project bonds must be executed by an admitted surety insurer in accordance with applicable law and acceptable to the City.

Pursuant to the provisions of Section 1720 et seq. of the Labor Code of California, the Director of Industrial Relations for the State of California has ascertained the current general prevailing rate of wages for employer purposes, in Sonoma County, State of California. Not less than the general prevailing rate of per diem wages for work of a similar character in Sonoma County and not less than the general prevailing rate of per diem wages for holiday work fixed as provided in the California Labor Code must be paid to all workers engaged in performing the project.

In accordance with the California Labor Code Section 1773.2, copies of the applicable determinations of the Director are on file in the City of Healdsburg City Engineer's Office and may be reviewed upon request. A mandatory pre-bid meeting is scheduled for this project on Wednesday, March 30, 2016 at 9:00AM at the City Corporation Yard, 550 Westside Road, Healdsburg. Only attendees of this meeting are able to submit bids.

In accordance with California Public Contract Code Section 3300, a valid class B California contractor’s license is required to bid on the project.

In accordance with California Public Contract Code Section 22300, except where prohibited by federal regulations or policies, the successful bidder may, on request and at its expense, substitute securities in lieu of amounts withheld by the City from progress payments to ensure performance under the contract in accordance with the contract documents.

The City of Healdsburg reserves the right to postpone the date and time for the opening of proposals at any time prior to the date and time announced in the advertisement in accordance with applicable law.

The City of Healdsburg reserves the right to reject any and all bids or to waive any defects or irregularity in bidding in accordance with applicable law. In accordance with California Public Contract Code Section 20103.8, if the City elects to award a contract for performance of the project, the contract will be awarded in accordance with California Public Contract Code Section 20162 and other applicable law to the responsible bidder submitting a responsive bid with the lowest total bid price for the base bid without consideration of the bid price for any additive or deductive items. All bids will remain valid for 90 days after the bid opening. Except as permitted by law and subject to all applicable remedies, including forfeiture of bidder’s security, bidders may not withdraw their bid during the 90 day period after the bid opening.

By order of the City Council of the City of Healdsburg, Sonoma County, California.

PUBLISH: March 17, 2016 (Healdsburg Tribune) March 20, 2016 (Press Democrat)

/s/ Tina Lindenberg-Kirchner Date: March 14, 2016 Administrative Services Manager ECOPY

ii TABLE OF CONTENTS

INSTRUCTIONS TO BIDDERS ...... 4 1. DEFINITIONS ...... 4 2. BIDDER'S REPRESENTATIONS ...... 4 3. PRE-BID COMMUNICATION AND INTERPRETATION OF THE BID PACKAGE ...... 5 4. PRE-BID ACCESS TO THE PROJECT SITE...... 5 5. BIDDING PROCEDURE ...... 6 6. BID PROTESTS ...... 8 7. AWARD ...... 8 8. PRICING ...... 9 9. QUANTITIES ...... 9 10. SUBSTITUTION OF “OR EQUAL” ITEMS ...... 10 11. SUBCONTRACTING ...... 10 12. ASSIGNMENT ...... 11 13. BONDS ...... 11 14. LABOR LAWS ...... 12 BIDDER’S CHECK LIST ...... 14 PROPOSAL ...... 15 BID BOND...... 17 CONTRACTOR QUALIFICATION STATEMENT ...... 19 CONTRACTOR LICENSE INFORMATION ...... 22 LIST OF SUBCONTRACTORS ...... 23 NON-COLLUSION DECLARATION ...... 26 WORKERS COMPENSATION INSURANCE CERTIFICATION ...... 27 DEBARMENT CERTIFICATION ...... 27 ACKNOWLEDGMENT OF INDEMNITY AND INSURANCE REQUIREMENTS ...... 28 PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT ...... 34 PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE ...... 35 PUBLIC CONTRACT SECTION 10232 STATEMENT ...... 36 BIDDER’S SIGNATURE PAGE...... 37 CONTRACT DOCUMENTS CHECK LIST ...... 39 CONTRACT PART 1 ...... 40 PERFORMANCE BOND ...... 45 PAYMENT/LABOR AND MATERIALS BOND ...... 47 MAINTENANCE BOND ...... 49 ESCROW AGREEMENT ...... 51 GENERAL PROVISIONS ...... 54 SECTION 1 Definitions ...... 54 SECTION 2 Scope of Work ...... 56 SECTION 3 Control of Work and Material ...... 58 SECTION 4 Changes in Work ...... 63 SECTION 5 Trenching and Utilities ...... 66 SECTION 6 Project Facilities...... 69 SECTION 7 Prosecution and Progress of the Work ...... 70 SECTION 8 Contractor Responsibilities ...... 73 SECTION 9 Measurement and Payment ...... 90 SECTION 10 Project Acceptance and Closeout ...... 94 SECTION 11 Remedies and Disputes ...... 95 SECTION 12 AdditionECOPYal Provisions ...... 100 SECTION 13 Safety Rules and Requirements ...... 108 Technical Specifications & Project Plans ...... 111

iii

INSTRUCTIONS TO BIDDERS

1. DEFINITIONS

1.1 Bid forms. The bid forms are the forms listed in the Bid Forms Section in the bid package Table of Contents.

1.2 Bid package. A complete bid package consists of the following documents: Notice to Bidders, Instructions to Bidders, Bidder’s Check List, Proposal and Schedule of Bid Prices, Bid Bond, Contractor Qualification Statement, Contractor License Information, List of Proposed Subcontractors, Workers Compensation Insurance Certification, Acknowledgement of Indemnity and Insurance Requirements Non- collusion Affidavit, Debarment Certification, Public Contract Code Section 10285.1, Public Contract Code Section 10162 Questionnaire, Public Contract Code Section 10232 Statement, Debarment and Suspension Certification, Bidder’s Signature Page, Contract Check List, Contract, Performance Bond, Payment Bond, Maintenance Bond, Escrow for Security Deposit Contract, Part 1, General Provisions, Special Provisions (if applicable), the Project Plans and Technical Specifications.

1.3 Contract documents. All of the documents incorporated into the final Project contract as listed in the contract.

1.4 The Project is the MEASURE V FACILITY IMPROVEMENT PROJECT (“Project”) as described in the bid package.

1.5 Project Plans. The Project Plans are the primarily graphic detailed requirements concerning the Project contained in the bid package.

1.6 Technical Specifications. The Technical Specifications provide detailed requirements concerning the Project.

2. BIDDER'S REPRESENTATIONS

Each bidder by submitting a bid represents that:

2.1 The bidder has read and understands the bid package and the bid is in accordance with all of the requirements of the bid package and applicable law.

2.2 Neither the bidder nor any subcontractor included on the list of proposed subcontractors submitted with the bid are ineligible to perform work on public worksECOPY projects pursuant to California Labor Code Sections 1777.1 or 1777.7.

2.3 The bidder understands that quantities of unit price items may vary from the estimates provided in the Technical Specifications.

2.4 Representatives of the bidder have visited the Project site and have familiarized themselves with the conditions under which the Project work is to be performed so as to ensure that the Project work may be performed for the amount bid.

2.5 The bidder has informed the City in writing no later than five (5) working days prior to the time specified for bid opening of any apparent conflicts, errors, or ambiguities contained in the bid package or between the contents of the bid package and the Project site.

3. PRE-BID COMMUNICATION AND INTERPRETATION OF THE BID PACKAGE

3.1 Any bidder that discovers any apparent conflicts, errors, or ambiguities contained in the bid package or between the contents of the bid package and the Project site, or that has questions or requires clarification concerning the bid package or its intent must inform the City in writing as soon as reasonably possible, but no later than five (5) working days before the date specified for bid opening. Such notice to the City must be sent to the address specified in the Notice to Bidders for questions concerning the bid package. Questions received less than five (5) working days before the time specified for opening bids may not be answered.

3.2 Any interpretation, correction or change of the bid package prior to bid opening will be made by addendum signed by an authorized representative of the City and transmitted to all bid package recipients. No other interpretation or information concerning the bid package issued prior to the date specified for opening bids will be binding. All addenda signed by an authorized representative of the City and issued prior to the time and date specified for opening bids will form a part of the contract documents and must be acknowledged on the bid forms. Any changes, exceptions or conditions concerning the Project and/or the bid package submitted by any bidder as part of a bid may render that bid non- responsive.

4. PRE-BID ACCESS TO THE PROJECT SITE

4.1 Prior to submitting a bid, it will be the sole responsibility of each bidder to conduct any additional examination, investigation, exploration, test, study or other inquiry and to obtain any additional information pertaining to the physical conditions (including surface, subsurface, and underground utilities) at or near the Project site that may affect the cost, progress, or performance of the Project, and that the bidder deems are necessary to prepare its bid for performance of the Project in accordance with the bid package and contract documents. Bidders seeking any such additional examination or other inquiries or information concerning the Project will do so at the bidder’s sole expense.

4.2 Bidders seeking to conduct any additional examination or other inquiry at the ProjectECOPY site must request site access from the City at least two (2) working days in advance. The location of any excavation, boring or other invasive testing will be subject to approval on behalf of the City and any other agencies with jurisdiction over such testing. Bidders may not conduct tests at the Project site prior to obtaining City approval. The City may require bidders to execute an access agreement prior to approving testing at the Project site. Once approved testing is complete, Bidders must fill all trenches or holes, restore all pavement to

match existing structural section, and otherwise clean up and restore the test site to its pre-test condition.

5. BIDDING PROCEDURE

5.1 Bids must be delivered to the City of Healdsburg, 401 Grove Street, Healdsburg, California 95448, no later than the time and date specified in the Notice to Bidders. Bids will be opened and read publicly at that time. Bids that are submitted late according to the official time kept by the City Clerk or a designee will be returned unopened. Telephones for use by bidders are not available at the City offices.

5.2 In accordance with California Public Contract Code Section 20170, bids must be presented under sealed cover. Bids must be submitted using the bid forms furnished with the bid package. Bids must include all documents listed in the Bidder’s Check List completed in accordance with the bid package. Bids must bear the bidder’s legal name and be signed by a representative authorized to bind the bidder. Bids must be typed or written in ink. Corrections may be made if initialed by the individual signing the bid. No oral or telegraphic modifications of bids, including facsimile modifications, will be considered. Bids that are incomplete or that are not presented on the bid forms furnished with the bid package may be deemed non-responsive.

5.3 Each bid must give the full business address of the bidder. Bids of partnerships must furnish the full name of all partners and must be signed in the partnership name by one of the members of the partnership, or by an authorized representative, followed by the printed name and title of the person signing. Bids of corporations must be signed with the legal name of the corporation, followed by the name of the state of incorporation and by the signature and designation of the president, secretary or other person authorized to bind the corporation. The name of each person signing must also be typed or printed below the signature. Upon request of the City, bidders will furnish satisfactory evidence of the authority of the person signing the bid. Bids of joint ventures must include a certified copy of the legal agreement constituting the joint venture.

5.4 No person, firm, corporation, partnership or legal joint venture may submit more than one bid for the Project. However, a person, firm, corporation, partnership or legal joint venture that has submitted a subcontract proposal to a bidder, or that has quoted prices on materials to a bidder may submit a subcontract proposal, quote prices to other bidders and submit its own bid.

5.5 In accordance with California Public Contract Code Section 20170, all bids must include one of the forms of bidder’s security specified in the Notice to Bidders in an amount of at least ten (10) per cent of the total of the bid prices for the base bidECOPY and those additive or deductive items specifically identified in the Notice to Bidders for the purpose of determining the lowest price bid. Bidders that elect to provide bidder’s security in the form of a bid bond must execute a bid bond using the form provided in the bid forms. The bidder’s security is tendered as a guarantee that the successful bidder, if issued a notice of award concerning the Project contract, will execute and submit to the City all required bonds, certificates of insurance, completed contract forms and other documents listed in

the Contract Check List and enter into a contract with the City within ten (10) working days of receipt of the notice of award. The bidder’s security of any successful bidder that fails to do so will be forfeited to the City. All bidders’ security not forfeited to the City will be returned once a successful bidder provides all required documents and enters a contract with the City in accordance with all applicable bid package requirements. Forfeiture of the bidder’s security to the City will not waive or otherwise limit any other remedy available to the City under applicable law.

5.6 In accordance with California Business and Professions Code Section 7028.15, Public Contract Code Section 20103.5, and as specified in the Notice to Bidders, all Project work must be performed by properly licensed contractors and subcontractors with active licenses in good standing as of the date and time specified for bid opening, or, if the Project involves federal funds, no later than the time the Project contract is awarded. Bidders must verify their Contractor’s License number and license expiration date in the proposal under penalty of perjury. Bids that do not satisfy applicable licensing requirements will be considered non-responsive and rejected and may subject the bidder to criminal and/or civil penalties.

5.7 Pursuant to Labor Code Section 1771.1(a), a contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in Part 7, Chapter 1 of the Labor Code., unless currently registered and qualified to perform public work pursuant to Labor Code Section 1725.5. It is not a violation of Labor Code Section 1771.1 for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Labor Code Section 1725.5 at the time the contact is awarded.

5.8 If the bid forms include a bidder’s questionnaire, all bids must include a completed bidder’s questionnaire on the forms provided. By submitting a bid, bidders authorize City representatives to verify any and all information provided on the bidder’s questionnaire and agree to indemnify, defend and hold harmless the City and its officials, officers, employees, agents and volunteers to the full extent permitted by law from and against any claims, liability or causes of action, including, without limitation, legal fees and costs, arising out of verification of the information provided on the bidder’s questionnaire, and/or arising out of use of information provided in the bidder’s questionnaire to determine, in accordance with applicable law, the qualification of the bidder to perform the Project.

5.7 5.9 Bids may be withdrawn prior to the time set for bid opening by a written request signed by an authorized representative of the bidder filed with the City Clerk.ECOPY The bid security submitted with bids so withdrawn will be returned to the bidder. Bidders that have withdrawn their bid in accordance with this provision may submit a new bid prior to the time set for bid opening in accordance with all applicable bid package requirements. Bids may not be withdrawn during the ninety day period after the time set for bid opening except as permitted by law pursuant to California Public Contract Code Section 5100 and following. Any other bid withdrawal will result in forfeiture of the bidder’s bid security to the City.

6. BID PROTESTS

Any protest of the proposed Project award must be submitted in writing to the City no later than 5:00 PM on the third business day following the date of the bid opening.

6.1 The protest must contain a complete statement of the basis for the protest.

6.2 The protest must state the facts and refer to the specific portion of the document or the specific statute that forms the basis for the protest. The protest must include the name, address, and telephone number of the person representing the protesting party.

6.3 The party filing the protest must concurrently transmit a copy of the protest to the proposed awardee.

6.4 The party filing the protest must have actually submitted a bid for the Project. A subcontractor of a party filing a bid for the Project may not submit a bid protest. A party may not rely on the bid protest submitted by another bidder, but must timely pursue its own protest.

6.5 The procedure and time limits set forth in these Instructions to Bidders are mandatory and are the bidders’ sole and exclusive remedy in the event of a bid protest. Any bidder’s failure to fully comply with these procedures will constitute a waiver of any right to further pursue a bid protest, including filing of a challenge of the award pursuant to the California Public Contract Code, filing of a claim pursuant to the California Government Code, or filing of any other legal proceedings.

6.6 The City will review all timely protests prior to award of the Project. The City will not be required to hold an administrative hearing to consider any protests, but may do so at its option. At the time of the City Council’s consideration of the Project award, the City Council will also consider the merits of any timely protests. The City Council may either reject the protest and award to the lowest responsible bidder or accept the protest and award the bid to the next lowest responsible bidder. Nothing in this section will be construed as a waiver of the City Council’s right to reject all bids.

7. AWARD

7.1 In accordance with applicable law, the City reserves the right to reject any or all bids and to waive any informality in any bid. The City reserves the right to accept any portion of any bid, unless the bid package expressly provides that the award will be made as a whole. If the City elects to award a contract for performance of theECOPY Project, the contract will be awarded in accordance with California Public Contract Code Section 20162 and other applicable law to the responsible bidder submitting a responsive bid with the lowest total bid price (based on the Proposal and satisfaction of the Contractor Qualification Statement criteria) for the base bid and the additive or deductive alternate items listed in the Notice to Bidders. In accordance with the contract documents and applicable law, the City may add

or deduct items of work from the Project after the lowest responsible bidder is determined.

7.2 The successful bidder must submit to the City complete, executed copies of all documents specified in the Contract Checklist within ten (10) working days of receiving written notice of award of the Project. Bidder’s security of any successful bidder that fails to do so will be forfeited to the City.

7.3 The successful bidder and any subcontractors and others engaged in performance of the Project must have valid local business license(s), as applicable, before commencing work on the Project.

7.4 Upon verifying that the successful bidder has provided complete, executed copies of all documents specified in the Contract Checklist an authorized City representative will execute the Project contract, and the City will issue to the successful bidder a notice to proceed specifying the Project commencement date. The number of days within which the Project must be complete begins to run on the Project commencement date.

8. PRICING

8.1 If an inconsistency exists between the amount listed for a unit price in a bid and the total listed for that bid item (e.g., if the total listed for a bid item does not equal the unit price listed in the bid multiplied by the quantity listed), subject to applicable law, the unit price will be deemed to accurately reflect the bidder’s intent concerning the bid item and the intended total for the bid item will be deemed to be the unit price as listed in the bid multiplied by the quantity listed.

8.2 If the Project bid price is a lump sum total made up of smaller individual bid item prices and an inconsistency exists between the lump sum total bid price and any individual bid item price, subject to applicable law, the individual bid item prices as listed in the bid will be deemed to accurately reflect the bidder’s intended bid for the Project and the intended lump sum total bid for the Project will be deemed to be the sum of the individual bid item prices as listed in the bid, even if that sum is different from the amount actually listed as the lump sum total bid for the Project.

8.3 Any federal, state, or local tax payable on articles to be furnished for the Project will be included in the lump sum total bid price and paid by the Contractor under the contract. The City is exempt from federal excise tax and will provide a certificate of exemption to the successful bidder upon request.

9. QUANTITIES

9.1 Quantities,ECOPY including but not limited to, material or labor quantities, that are provided in the bid package concerning the Project are estimates only and are provided solely as a general indication of the Project scope. The City does not warrant that such quantity estimates provided in the bid package represent the actual quantities required to perform the Project in accordance with the contract documents. Such quantity estimates do not bind the City, and bidders should not rely on them in preparing their bids. Each bidder is solely responsible for

determining the quantities on which to base their bids in light of information contained in the bid package, bidder investigation and analysis of the Project and the Project site, and any other analysis or expertise of the bidder concerning the Project.

9.2 The City may amend, decrease or increase the Project work in accordance with the bid package and the contract documents. If the City amends, decreases or increases the Project work prior to award of the Project each bidder will be solely responsible for determining the revised quantities, if any, on which to base their bid in light of information contained in the bid package and any amendments or addenda to the bid package, bidder investigation and analysis of the Project as amended, decreased or increased, the Project site, and any other analysis or expertise of the bidder concerning the Project.

10. SUBSTITUTION OF “OR EQUAL” ITEMS

10.1 In accordance with California Public Contract Code Section 3400, where the Technical Specifications or Project Plans list products by manufacturer's name, brand or model number such information indicates the quality and utility of the items desired and does not restrict bidders to that manufacturer's name, brand or model number, unless the Technical Specifications or Project Plans specify that the listed product is necessary to match others in use on a particular public improvement either completed or in the course of completion. Except where the Technical Specifications indicate that a particular brand product is necessary to match others in use, when a manufacturer’s name, brand or model number is listed, it will be construed to be followed by the words "or equal" whether or not those words in fact follow the manufacturer’s name, brand name or model number listed in the Technical Specifications or Project Plans. Unless the Technical Specifications or Project Plans indicate that a particular brand product is necessary to match others in use, bidders may propose equals of products listed by manufacturer name, brand name or model number.

10.2 Complete information for products proposed as equals must be submitted to the City for review at least seven (7) working days before the time specified for opening bids. To be considered, proposals concerning products proposed as equals must include sufficient information to permit the City to determine whether the products proposed as equals will satisfy the same performance requirements as products listed by manufacturer name, brand or model number. Such performance requirements may include, but are not limited to, size, strength, function, appearance, ease of maintenance and repair, and useful life requirements. Proposals concerning products proposed as equals that are submitted less than seven (7) days before the time specified for opening bids will not be considered. Failure to bid products specified by manufacturer name, brand name or model number where the Technical Specifications or Project PlansECOPY specify that a particular product is necessary to match others in use, or where no proposal concerning products proposed as equals has been submitted in accordance with this provision may render a bid non-responsive.

11. SUBCONTRACTING

11.1 Bids must be in accordance with the requirements of the Subletting and Subcontracting Fair Practices, Act, California Public Contract Code Section 4100 and following. Bids must include a completed list of proposed subcontractors on the form included in the bid package. In accordance with California Public Contract Code Section 4104, completed lists of proposed subcontractors must include the name, business location, the portion (type or trade), and dollar amount of the Project work to be subcontracted for each subcontractor that will perform a portion of the Project work (including special fabrication and installation of a portion of the work) valued in excess of one half of one percent of the total Project bid price. If the Project work includes construction of streets or highways, the completed list of proposed subcontractors must include the subcontractor name, business location, type of work and dollar amount to be subcontracted for each subcontractor that will perform a portion of the Project work (including special fabrication and installation of a portion of the work) valued in excess of one half of one percent of the total Project bid price, or ten thousand dollars ($10,000), whichever is greater.

11.2 In accordance with California Public Contract Code Section 4106, for any portion of the Project work with a value of more than one half of one percent of the total Project bid price for which no subcontractor is listed, or for which more than one subcontractor is listed, bidders certify by submitting their bids that they are qualified to perform that portion of the Project work and that they will perform that portion of the Project work with their own forces. Bidders may not substitute another subcontractor for a subcontractor listed in their bid except as permitted by the City in accordance with Section 4107 and following of the California Public Contract Code.

11.3 RESERVED.

11.4 Subcontractors must meet all applicable indemnification and insurance requirements as detailed in the Acknowledgement of Indemnity and Insurance Requirement.

12. ASSIGNMENT

Bidders may not assign, sublet, sell, transfer, or otherwise dispose of their bid or any right, title or interest in their bid, or their obligations under their bid, without the written consent of an authorized representative of the City. Any purported assignment, subletting, sale, transfer or other disposition of a bid or any interest in a bid, or of any obligations under a bid without such written consent will be void and of no effect.

13. BONDS

13.1 The successful bidder must submit to the City a performance bond within ten workingECOPY days of receiving written notice of award. If the Project involves expenditures in excess of twenty five thousand dollars ($25,000), the successful bidder must submit to the City a payment or labor and materials bond within 10 days of the date of mailing of the notice of award. Prior to issuance of the final Project payment, the successful bidder must submit a warranty or maintenance bond. All bonds must be executed by corporate sureties who are admitted surety insurers in the State of California in accordance with applicable law and

acceptable to the City. Individual sureties will not be accepted. All Project bonds must be executed using the forms provided in the bid package.

13.2 In accordance with California Civil Code Section 9554, the payment or labor and materials bond must be in the amount of one hundred percent of the total amount payable by the terms of the Project contract and guarantee payment to persons listed in California Civil Code Section 9100(a) for work performed and for charges for materials, supplies, and equipment provided under the Project contract (including amounts due under or subject to the Unemployment Insurance Code) in accordance with the requirements of California Civil Code Section 9554.

13.3 The performance bond must be in the amount of one hundred percent of the amount payable by the terms of the Project contract to guarantee the faithful performance of the Project work.

13.4 The warranty or maintenance bond must be in the amount of ten percent of the final Project contract amount and guaranty the Project work against defects in materials, equipment, workmanship, or needed repair for one year from the City’s acceptance of the Project work. A warranty or maintenance bond that meets these requirements must be submitted to the City prior to issuance of final Project payment.

14. LABOR LAWS

14.1 Bidders must comply with applicable provisions of the California Labor Code.

14.2 In accordance with California Labor Code Section 1861, bids must include a workers compensation insurance certification on the form included in the bid package.

14.3 In accordance with California Labor Code Section 1771, not less than the general prevailing rate of per diem wages for work of a similar character in the locality in which the Project is to be performed, and not less than the general prevailing rate of per diem wages for holiday and overtime work fixed as provided in the California Labor Code must be paid to all workers engaged in performing the Project.

14.4 In accordance with California Labor Code Part 7, Chapter 1m Article 2, Sections 1770, 1773, and 1173.2 and following, the Director of Industrial Relations has determined the general prevailing wage per diem rates for work in the locality in which the Project is to be performed. In accordance with California Labor Code Section 1773, the City has obtained the general prevailing rate of per diem wages and the general rate for holiday and overtime work in the locality in which the Project is to be performed for each craft, classification or type of worker neededECOPY to perform the Project. In accordance with California Labor Code Section 1773.2, copies of the prevailing rate of per diem wages are on file at the City offices and will be made available on request. The Contractor can also download this information from the website: http://www.dir,ca.gov/dlsr/PWD/.

14.5 In accordance with California Labor Code Section 1777.1, contractors and subcontractors that are found guilty of willfully violating Chapter 1 of Part 7 of

Division 2 of the Labor Code (except for Section 1777.5), or that are found guilty of such violations with intent to defraud, and entities in which such contractors or subcontractors have any interest, may be ineligible to bid on, be awarded, or perform Project work as a subcontractor.

14.6 Pursuant to, Labor Code Section 1771.1(a), a contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in Part 7, Chapter 1 of the Labor Code, unless currently registered and qualified to perform public work pursuant to Labor Code Section 1725.5. It is not a violation of Labor Code Section 1771.1 for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Labor Code Section 1725.5 at the time the contact is awarded.

ECOPY

BIDDER’S CHECK LIST

Did You:

_____ Submit equal product proposals, if any, in accordance with the instructions to bidders included in the bid package at least 7 days before the time specified for bid opening?

_____ Include with your bid properly completed, accurate copies of the following documents in the following order using the forms included in the bid package:

_____ Bidder’s check list

_____ Qualified Contractor Form

_____ Proposal and Schedule of Bid Prices that state the bid as intended

_____ Copies of each addendum issued signed and dated on behalf of the bidder

_____ Executed bid bond

_____ Contractor license information

_____ List of subcontractors

_____ Signed Workers compensation insurance certification

_____ Signed Debarment certifications

_____ Signed Acknowledgment of Indemnity and Insurance Requirements

_____ Signed non-collusion affidavit

_____ Bidder’s questionnaire, if any

_____ Public Contract Code Section 10285.1 Statement

_____ Public Contract Code Section 10162 Questionnaire

_____ Executed bidder’s signature page

_____ Arrange to have the sealed bid delivered to the City of Healdsburg offices at 401 Grove Street, Healdsburg, California, 95448 on or before ______p.m. on ______ECOPY

DO NOT DETACH

PROPOSAL

For: MEASURE V FACILITY IMPROVEMENT PROJECT (“Project”)

For the City of Healdsburg, Sonoma County, California.

TO THE HONORABLE CITY COUNCIL OF THE CITY OF HEALDSBURG

The undersigned, as bidder, declares that he has carefully examined the work, the annexed proposed form of contract, and agrees that if this Proposal is accepted that he will contract with the City of Healdsburg, under the form of contract annexed of hereto, to provide all the necessary tools, apparatus, and other means of accomplishing the work as specified in the contract in the manner and time herein prescribed, and in accordance with the requirements of the Engineer as therein set forth, and he will take in full payment therefore the following prices for the work to be done completely performed to the satisfaction of the City of Healdsburg, to- wit:

Base Bid:

1. Senior Center - (133 Matheson Street) – Lump Sum $______2. Fire Department (600 Healdsburg Avenue)- Lump Sum $______3. Public Works O&M (550 Westside Road)- Lump Sum $ ______Total Base Bid $ ______Alternate A Bid:

 Police Department – (238 Center Street) Lump Sum $______

Total Alternate A Bid $ ______

Alternate B Bid:

 Healdsburg Community Center- (1557 Healdsburg Avenue) Lump Sum $ ______

Total Alternate B Bid $ ______

Written in words______

The undersignedECOPY further agrees to deliver and to complete the same within 250 days (two hundred fifty calendar days or a completion date of January 31, 2017 from the date of issuance, by the Engineer, of instructions to proceed with the work, and within 10 days of the date of mailing of the notice of award, to enter into and execute and provide to the City the necessary contract with the necessary bonds and other required documents, and in case of default in executing the necessary contract within the time fixed by the Instructions to Bidders,

15 the bidder’s security accompanying this bid will become the property of and be forfeited to the City of Healdsburg.

Prime Contractor

License # Expiration Date:

The Contractor’s license number and expiration date are herein stated under penalty of perjury.

By: Title:

Dated this day of , 200__

CORPORATION (Corporate Seal)

Corporate signature

Address:

Phone No.:

President's signature

Secretary's signature

Corporation organized under the laws of the State of

PARTNERSHIP Partnership Name:

Address:

Names of Co-Partners and Addresses:

SOLE PROPRIETORSHIP

Names of Individuals and Addresses:

ECOPYNOTE: Sign in proper space above.

CITY OF HEALDSBURG Healdsburg, California 95448

BID BOND

(NOTE: Bidders must use this form, use of any other bond form may render a bid non- responsive)

KNOW ALL MEN BY THESE PRESENTS:

That we, as PRINCIPAL, and ______, a (sole proprietorship/corporation/partnership/joint venture) organized and existing under and by virtue of the laws of the State of ______and an admitted surety insurer authorized to do business in the State of California, as SURETY, are held and firmly bound unto the City of Healdsburg, as OBLIGEE, in a penal sum equal to ten-percent (10%) of the total bid price including the base bid and alternates specified in the proposal of the PRINCIPAL, to the OBLIGEE for the work described below, which penal sum is ______($______) lawful money of the United States of America, for the payment of which sum well and truly to be made, we, and each of us, bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH that whereas the PRINCIPAL has submitted the accompanying proposal dated ______, ______to the OBLIGEE, for the MEASURE V FACILITY IMPROVEMENT PROJECT (designated as the “Project”) which proposal is hereby made a part hereof;

NOW THEREFORE, if the PRINCIPAL shall not withdraw said proposal within the ninety (90) day period following the opening of bids, and if the PRINCIPAL receives written notice concerning award of the Project to the PRINCIPAL and shall, within ten (10) calendar days of receiving such notice: enter into a written contract with the OBLIGEE in the form prescribed in the bid package issued by the OBLIGEE concerning the Project; and give insurance and bond with good and sufficient sureties guaranteeing the faithful performance and proper fulfillment of such contract and guaranteeing payment for labor and materials used for performance of the contract as required by law; and file with the OBLIGEE all required documents and do all other thing required in accordance with the bid package issued by the OBLIGEE concerning the Project for the contract between the PRINCIPAL and the OBLIGEE to become effective and for work to commence in accordance with the bid package issued by the OBLIGEE concerning the Project, or, in the event of withdrawal of the accompanying proposal within the ninety (90) day period following the opening of bids; or failure by the PRINCIPAL to enter into such contract with the OBLIGEE or to give the OBLIGEE such bonds or to file any other documents or to do any other things required in the bid package issued by the OBLIGEE for the Project, if the PRINCIPAL shall pay the OBLIGEE the difference between the total bid price in the accompanying proposalECOPY and the amount for which the OBLIGEE may procure the required performance, if the latter amount be in excess of the former, together with all costs incurred by the OBLIGEE in again attempting to let the Project, and if the said PRINCIPAL shall fully reimburse and save harmless the OBLIGEE from any damage sustained by the OBLIGEE through failure of the PRINCIPAL to enter into the written contract or to file the required performance or labor and material bonds, or to file any other required documents or to do any

17 other things required for the contract between the PRINCIPAL and the OBLIGEE to become effective and the work to commence in accordance with the bid package issued by the OBLIGEE concerning the Project, then this obligation shall be null and void; otherwise, it shall be and remain in full force and effect.

SURETY, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the bid or contract documents for the Project, or to the specifications included in the same, or to the work to be performed thereunder, or to the notice to bidders, or to any other documents concerning the Project, shall in anywise affect SURETY’s obligation under this bond, and SURETY hereby waives notice of any such change, extension of time, alteration or addition to such bid or contract documents.

In the event suit is brought upon this bond by the OBLIGEE and judgment is recovered, the SURETY shall pay all costs incurred by the OBLIGEE in such suit, including a reasonable attorney’s fee to be fixed by the Court.

IN WITNESS WHEREOF, the above-bound parties have executed this instrument under their several seals this______day of ______, _____, the name and corporate seals of each corporate party being hereto affixed and these presents duly signed by their undersigned representatives, pursuant to authority of their governing bodies.

(Corporate Seal) PRINCIPAL By

(Acknowledgement) Title SURETY

(Corporate Seal)

By (Attorney-in-fact)

(Acknowledgement) Title

(NOTE TO SURETY COMPANY: A certified copy of unrevoked resolution of authority for the attorney-in-fact mustECOPY be submitted with and attached to the executed bid bond.)

CONTRACTOR QUALIFICATION STATEMENT

The Contractor/Sub-Contractor must demonstrate previous experience with split system HVAC systems and must complete all portions of this statement before a Bid will be considered. The following statements as to experience, equipment, personnel, and general qualifications shall be submitted in conjunction with this bid, as a part thereof and truthfulness and accuracy of information is guaranteed by the Contractor and included for evaluation. Bidders failing to provide references for at least two previous projects will not be considered for this work.

1. Name and address of principal business office from which the Contract will be administered:

______

Telephone______Fax______

2. The Contractor/Sub-Contractor should have been engaged in Daiken VRV and Mitsubishi City-Multi trained technicians and certified installation companies consecutive years and must have satisfactorily completed or currently be engaged in two (2) similar projects.

3. Location and for who performed: ______

______Year______

Phone______Contact Person______

Total number of tree pruned______

Contract Amount______

3a. Location and for who performed: ______

______Year______

Phone______Contact Person______

Total numberECOPY of trees pruned______

Contract Amount______

4. The Contractor/Sub-Contractor has never failed to satisfactorily perform a Contract awarded to him except as follows:

(Name of any and all exceptions and reasons thereof.)

______

5. At a minimum, the Contractor/Sub-Contractor shall employ the equivalent of ______FT employees involved with split system installations.

Classification Quantity Total Hours Worked Per Year

1. ______

2. ______

3. ______

4. ______

ECOPY

CONTRACTOR LICENSE INFORMATION

The bidder acknowledges that the license required for performance of the MEASURE V FACILITY IMPROVEMENT PROJECT is an B.

The bidder holds the following California Contractors License(s):

1. License No. ______, Class _____, Expiration Date ______

2. License No. ______, Class _____, Expiration Date ______

3. License No. ______, Class _____, Expiration Date ______

4. License No. ______, Class _____, Expiration Date ______

5. License No. ______, Class _____, Expiration Date ______

6. License No. ______, Class _____, Expiration Date ______

7. License No. ______, Class _____, Expiration Date ______

8. License No. ______, Class _____, Expiration Date ______

9. License No. ______, Class _____, Expiration Date ______

10. License No. ______, Class _____, Expiration Date ______

Bidder’s Taxpayer Identification No. ______

ECOPY

Project No. Measure V 22 v01012008 Additional Provisions

LIST OF SUBCONTRACTORS

In accordance with the requirements of the Subletting and Subcontracting Fair Practices, Act, California Public Contract Code Section 4100 and following, listed below are the name, business location, and the portion (type or trade) of the Project work to be subcontracted to each subcontractor that will perform a portion of the Project work (including special fabrication and installation of a portion of the work) valued in excess of one half of one percent of the total bid price. If the Project work includes construction of streets or highways, listed below are the name, business location, and the portion (type or trade) of the Project work to be subcontracted to each subcontractor that will perform a portion of the Project work (including special fabrication and installation of a portion of the work) valued in excess of one half of one percent of the total Project bid price, or ten thousand dollars, whichever is greater. Also listed below are the proposed subcontract dollar amount and current California Contractor’s License Number(s) for each proposed subcontractor. Bids that fail to include complete proposed subcontractor information in accordance with this form and Public Contract Code Section 4100 and following may be deemed non-responsive.

In accordance with California Public Contract Code Section 4106, for any portion of the Project work with a value of more than one half of one percent of the total bid price for which no subcontractor is listed, or for which more than one subcontractor is listed, the bidder certifies by submission of its bid that the bidder is qualified to perform that portion of the Project work and that the bidder will perform that portion of the Project work with its own forces. The penalties listed in California Public Contract Code Section 4111 will apply to any substitution of another subcontractor for a subcontractor listed below except as permitted by the City in accordance with Section 4107 and following of the California Public Contract Code.

For the purposes of determining the value of work to be performed by the Contractor pursuant to this provision, materials, equipment, incidentals, etc., shall be considered to have been purchased by the contractor or subcontractor that is to install them. Where a portion of an item is subcontracted, the value of work subcontracted will be based on the estimated cost of such portion of the subcontracted item, as determined from information submitted by the Contractor, subject to approval by the Engineer.

1. Subcontractor Name ______Business Location ______Trade ______Subcontract Amount ______Current Contractor’s License No.(s) ______2. Subcontractor Name ______Business Location ______Trade ______Subcontract Amount ______Current Contractor’sECOPY License No.(s) ______3. Subcontractor Name ______Business Location ______Trade ______Subcontract Amount ______

Project No. Measure V 23 v01012008 Additional Provisions

Current Contractor’s License No.(s) ______4. Subcontractor Name ______Business Location ______Trade ______Subcontract Amount ______Current Contractor’s License No.(s) ______5. Subcontractor Name ______Business Location ______Trade ______Subcontract Amount ______Current Contractor’s License No.(s) ______6. Subcontractor Name ______Business Location ______Trade ______Subcontract Amount ______Current Contractor’s License No.(s) ______7. Subcontractor Name ______Business Location ______Trade ______Subcontract Amount ______Current Contractor’s License No.(s) ______8. Subcontractor Name ______Business Location ______Trade ______Subcontract Amount ______Current Contractor’s License No.(s) ______9. Subcontractor Name ______Business Location ______Trade ______Subcontract Amount ______Current Contractor’s License No.(s) ______10. Subcontractor Name ______Business LocationECOPY ______Trade ______Subcontract Amount ______Current Contractor’s License No.(s) ______

Project No. Measure V 24 v01012008 Additional Provisions

ECOPY

Project No. Measure V 25 v01012008 Additional Provisions

NON-COLLUSION DECLARATION

TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID (Title 23 United States Code Section 112 and Public Contract Code Section 7106)

The undersigned declares:

I am the ______of ______, the party making the foregoing bid. The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. 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. All statements contained in the bid are true. 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, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.

Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on ______, at ______, ______.

______Signature of Bidder

2387815.1 ECOPY

Project No. Measure V 26 v01012008 Additional Provisions

WORKERS COMPENSATION INSURANCE CERTIFICATION

By submitting its bid the bidder certifies as follows:

I am aware of the provisions of California Labor Code Section 3700, which require every employer to be insured against liability for workmen’s compensation or to undertake self- insurance in accordance with the provisions of the Labor Code, and I will comply with such provisions before commencing performance of the work of this Contract.

DEBARMENT CERTIFICATION

By submitting its bid the bidder certifies in accordance with California Public Contract Code Section 6109 that neither the bidder nor any subcontractor included on the list of proposed subcontractors submitted with the bid is ineligible to perform work on public works projects pursuant to California Labor Code Sections 1777.1 or 1777.7. In accordance with California Public Contract Code Section 6109, contractors and subcontractors who are ineligible to perform work on public works projects pursuant to California Labor Code Sections 1777.1 or 1777.7 may neither bid on, be awarded or perform as a subcontractor on public works projects.

______Signature of Bidder

______Printed Name

ECOPY

Project No. Measure V 27 v01012008 Additional Provisions

ACKNOWLEDGMENT OF INDEMNITY AND INSURANCE REQUIREMENTS

Insurance

a. All required insurance must be provided in the form of “occurrence”-type policies underwritten by admitted insurers in the State of California with a rating of A or better from the current year Best Rating Guide. All policies must be issued at the expense of the Contractor and must be maintained at the Contractor’s expense throughout the performance of the Work. Contractor shall maintain insurance as required by this contract to the fullest amount allowed by law and shall maintain insurance for a minimum of five years following the completion of this project. In the event contractor fails to obtain or maintain completed operations coverage as required by this Contract, the City at its sole discretion may purchase the coverage required and the cost will be paid by Contractor.

b. Contractor agrees to include with all subcontractors in their subcontract the same requirements and provisions of this contract including the indemnity and Insurance requirements to the extent they apply to the scope of the Subcontractor’s work. Contractor shall require all sub-contractors to provide a valid certificate of insurance and the required endorsements included in the Contract prior to commencement of any work and Contractor will provide proof of compliance, upon request, to the City.

c. Subcontractor hired by the Contractor agree to be bound to the Contractor and the City in the same manner and to the same extent as Contractor is bound to the City under the Contract. Subcontractor further agrees to include the same requirements and provisions of this Contract, including the Indemnity and Insurance requirements, with any Subcontractor to the extent they apply to the scope of the Subcontractor's work. A copy of the Contract Indemnity and Insurance provisions will be furnished to the Subcontractor upon request

d. The Contractor and any Subcontractors engaged in performance of the Work must secure payment of workers compensation in accordance with California Labor Code Section 3700 and other applicable law. The Contractor must verify that all Subcontractors comply with this requirement.

e. Within ten working days following the Notice of Award, the Contractor must submit to the City acceptable certificates of insurance, declarations page(s) and endorsements evidencing that the Contractor has the required insurance in effect and will maintain it throughout the performance of the Work and beyond, as applicable, the following kinds and amounts of insurance:

1. The minimum limits of the Commercial General Liability (including bodily injury, personal injury and property damage) insurance shall be: $2,000,000 per occurrence ECOPY $2,000,000 aggregate

If the work to be performed involves any excavation, the policy shall include an endorsement that affords coverage for explosion, collapse and underground hazards.

Project No. Measure V 28 v01012008 Additional Provisions

2. If the work to be performed involves vehicles or vehicular equipment, the Automobile insurance limit shall be: $2,000,000 per accident for bodily injury and property damage

3. Automobile coverage should be at least as broad as Insurance Services Automobile Liability form CA 0001 Code 1 (“any auto”). No endorsement may be attached limiting the coverage. If coverage provided is anything less than ‘any auto’ additional information, such as a schedule of covered autos, proof of personal auto liability coverage, or a verification statement may be required by the City.

4. Worker’s Compensation Insurance. Proof of Workers Compensation and Employers Liability insurance as required by any applicable law, regulation or statute, including the provisions of Division IV of the Labor Code of the State of California, and any act or acts amending it. Worker's compensation insurance must be for Statutory Limits and must cover the full liability of the Contractor. The Contractor’s Employer’s Liability Insurance must be in an amount no less than $1,000,000.00 per occurrence. The workers’ compensation policy is to be endorsed with a waiver of subrogation. The insurance company, in its endorsement, must agree to waive all rights of subrogation against the City, its officers, officials, employees and volunteers for losses paid under the terms of such policy.

5. Umbrella/Excess Policy. The limits of insurance required under this Contract may be satisfied by a combination of primary and umbrella or excess Insurance. Any umbrella or excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and non-contributory basis for the benefit of City (if agreed to in a written contract or agreement) before the City’s own insurance or self-insurance shall be called upon to protect it as a named insured.

f. Additional Requirements

i. Endorsements must add the City, its officials, officers, employees, agents and volunteers as an additional insured (“Additional Insured”). Examples of City approved insurance forms are included in this package If the Contractor provides policy pages or broad forms of endorsement the insurance carrier will be asked to sign, initial and date all applicable sections of the document which conveys coverage to the City.

ii. It shall be a requirement under this Contract that any available insurance proceeds broader than or in excess of the specified minimum Insurance coverage requirements and/or limits shall be available to the Additional Insured. Furthermore, the requirements for coverage and limits shall be (1) the minimum coverage and limits specified in this Agreement; or (2) the broader coverage and maximum limits of coverage of any Insurance policy or proceeds available to the name insured; which ever greater. ECOPY iii. The Additional Insured coverage under the Contractor’s policy shall be “primary and non-contributory” and will not seek contribution from the City of Healdsburg’s insurance or self-insurance and shall be at least as broad as CG 20 01 04 013.

Project No. Measure V 29 v01012008 Additional Provisions

iv. The Contractor shall provide the City with a 30 day written notice of any reduction or cancellation of such insurance required to be furnished by the Contractor; and include a severability of interest clause acceptable to the City and if requested by the City.

v. If an Umbrella or Excess Policy is used to satisfy the requirements, than an email or language stating such on the certificate must be provided from the insurance carrier/broker and that the Umbrella/Excess Policy ‘follows form’ or is ‘continuous’ to the General liability and/ Auto liability policy in addition to the required endorsement.

vi. The City has included examples of approved standard and preferred forms of endorsements in the Contract. If the Contractor’s insurance carrier chooses to use forms other than the City’s approved forms , such forms shall be subject to the prior approval of the City. If the Contractor provides policy pages instead of an endorsement the insurance agent/broker will be asked to sign, initial and date all applicable sections of the policy that meet the City’s insurance requirements.

g. All self-insured retentions (SIR) must be disclosed to City for approval and shall not reduce the limits of liability. Policies containing any self-insured retention (SIR) provision shall provide or be endorsed to provide that the SIR may be satisfied by either the named Insured or the City, The City reserves the right to obtain a full certified copy of any Insurance policy and endorsements. Failure to exercise this right shall not constitute a waiver of right exercise later.

Contractor's failure to provide insurance certificates and endorsement forms that are acceptable to the City within ten (10) days of notice of award of contract shall: (i) constitute a failure to complete the "Contract Documents Checklist" as described page 14. (ii) entitle the City to rescind any contract award (iii) result in a forfeiture of Contractor's bid bond or other form of bid security.

a. Contractor must continue to provide approved forms of insurance certificates, declarations page(s) and endorsements that meet the requirements of Section 8-1.07 of the Contract Documents for 2 years following recordation of a Notice of Completion or other form of notice of project completion provided by City.

Indemnities a. The Contractor will take all responsibility for the Work, and will bear all losses and damages directly or indirectly resulting to the Contractor, any subcontractors engaged in performance of the Work, the City, its officials, officers, employees, agents, volunteers and consultants, and to third parties on account of the performance or character of the Work, unforeseen difficulties, accidents, or occurrences of other causes predicated on active or passive negligence of the Contractor or of any subcontractor engaged in performance of the Work. To the fullestECOPY extent permitted by law the Contractor will indemnify, defend and hold harmless the City, its officials, officers, employees, agents, volunteers and consultants from and against any or all loss, liability, expense, claims, costs (including costs of defense), suits, and damages of every kind, nature and description (including, but not limited to, penalties resulting from exposure to hazards in violation of the California Labor Code) directly or indirectly arising

Project No. Measure V 30 v01012008 Additional Provisions

from the performance of the Work (“Claims”). The Contractor's responsibility for such defense and indemnity obligations shall survive the termination or completion of this agreement for the full period of time allowed by law.

b. The Contractor will indemnify, defend and hold harmless the City, the City’s officials, officers, employees, volunteers, agents and the Engineer and the Architect for all liability on account of any patent rights, copyrights, trade names or other intellectual property rights that may apply to the Contractor’s performance of the Work. The Contractor will pay all royalties or other charges as a result of intellectual property rights that may apply to methods, types of construction, processes, materials, or equipment used in the performance of the Work, and will furnish written assurance satisfactory to the City that any such charges have been paid.

c. The Contractor assumes all liability for any accident or accidents resulting to any person or property as a result of inadequate protective devices for the prevention of accidents in connection with the performance of the Work. The Contractor will indemnify, defend, and hold harmless the City and its officials, officers, employees, agents, volunteers and consultants from such liability.

d. The defense and indemnification obligations in this Contract are undertaken in addition to, and shall not in any way be limited by the insurance obligations contained in this Agreement. Sections 8-1.08 or 8-1.09. The Contractor will defend, with legal counsel reasonably acceptable to the City, any action or actions filed in connection with any Claims and will pay all related costs and expenses, including attorney's fees incurred. The Contractor will promptly pay any judgment rendered against the City, its officials, officers, employees, agents, volunteers or consultants for any Claims. In the event the City, its officials, officers, employees, agents, volunteers or consultants is made a party to any action or proceeding filed or prosecuted against Contractor for any Claims, Contractor agrees to pay the City, its officials, officers, employees, agents, volunteers and consultants any and all costs and expenses incurred in such action or proceeding, including but not limited to, reasonable attorneys' fees.

e. Subject to the requirements of Section 5 of the General Provisions, the Contractor will indemnify, hold harmless and defend with legal counsel reasonably acceptable to the City the City and its officials, officers, employees, agents and volunteers from and against any and all Claims related to damage to surface or underground facilities caused by the Contractor or any of the Contractor’s privities or agents.

f. The Contractor will indemnify, hold harmless and defend with legal counsel reasonably acceptable to the City the City and its officials, officers, employees, agents and volunteers from and against any and all Claims, including any fines or other penalties, related to failure of the Contractor and/or privities or agents of the Contractor to comply with the requirements of the General Permit, or to implementECOPY the SWPPP in accordance with provision 12-1.04 of the Contract. The City may withhold from amounts due or that may become due the Contractor under this Contract amounts that equal or are estimated to equal the amount of Claims, including fines, resulting from failure of the Contractor and/or privities or agents of the Contractor to comply with the requirements of the General Permit,

Project No. Measure V 31 v01012008 Additional Provisions

or to implement the SWPPP in accordance with provision 12-1.04 of the Contract.

g. In accordance with California Civil Code Section 2782(a), nothing in the Contract will be construed to indemnify the City for its sole negligence, willful misconduct, or for defects in design furnished by City. In accordance with California Civil Code Section 2782(b), nothing in the Contract will be construed to impose on the Contractor or to relieve the City from liability for the City’s active negligence. By execution of the Contract Documents the Contractor acknowledges and agrees that the Contractor has read and understands the insurance and indemnity requirements of the Contract Documents, which are material elements of consideration.

h. Contractor's and subcontractor’s responsibility for such defense and indemnity obligations shall survive the termination or completion of this Contract for the full period of time allowed by law.

i. The defense and indemnification obligations of this Contract are undertaken in addition to, and shall not in any way be limited by, the insurance obligations contained in this Contract.

I have read, understand and agree to comply with the Indemnity and Insurance requirements supplied with this notice to bidders.

______Signature of Bidder

______

Printed Name

ECOPY

Project No. Measure V 32 v01012008 Additional Provisions

TITLE 49, CODE OF FEDERAL REGULATIONS - PART 29 DEBARMENT AND SUSPENSION CERTIFICATION

The bidder, under penalty of perjury, certifies that, except as noted below, he/she or any person associated therewith in the capacity of City, partner, director, officer, manager:

1. Is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency;

2. Has not been suspended, debarred, voluntarily excluded or determined ineligible by any Federal Agency within the past 3 years;

3. Does not have a proposed debarment pending; and,

4. Has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years.

If there are any exceptions to this certification, insert the exceptions in the following space:

Exceptions will not necessarily result in denial of award, but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action.

______Signature of Bidder

______Printed Name ECOPY

Project No. Measure V 33 v01012008 Additional Provisions

PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT

In accordance with Public Contract Code Section 10285.1 (Chapter 376, Stats, 1986), the bidder hereby declares under penalty of perjury under the laws of the State of California, that the bidder has ___ , has not been convicted within the preceding three years of any offenses referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University. The term "bidder" is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1.

Note: The bidder must place a check mark after "has" or "has not" in one of the blank spaces provided.

The above Statement is part of the Proposal. Bidders are cautioned that making false certification may subject the certifier to criminal prosecution.

______Signature of Bidder

______Printed Name

ECOPY

Project No. Measure V 34 v01012008 Additional Provisions

PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE

In accordance with Public Contract Code Section 10162, the Bidder shall complete, under penalty of perjury, the following questionnaire:

Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation?

Yes _____ No _____

If the answer is "Yes", explain the circumstances in the following space.

______Signature of Bidder

______Printed Name

ECOPY

Project No. Measure V 35 v01012008 Additional Provisions

PUBLIC CONTRACT SECTION 10232 STATEMENT

In accordance with Public Contract Code Section 10232, the Contractor, hereby states under penalty of perjury, that no more than one final unappealable finding of contempt of court by a federal court has been issued against the Contractor within the immediately preceding two year period because of the Contractor's failure to comply with an order of a federal court which orders the Contractor to comply with an order of the National Labor Relations Board.

______Signature of Bidder

______Printed Name

ECOPY

Project No. Measure V 36 v01012008 Additional Provisions

BIDDER’S SIGNATURE PAGE

By signing this proposal the bidder certifies, under penalty of perjury under the laws of the State of California, that the information submitted with this proposal for MEASURE V FACILITY IMPROVEMENT PROJECT (“Project”), which information includes, but is not limited to, the Bidder’s Check List, Proposal and Schedule of Bid Prices, Bid Bond, Contractor License Information, List of Subcontractors, Workers Compensation Insurance Certification, Non- collusion Affidavit, Debarment Certification, Debarment and Suspension Certification, Public Contract Code Section 10285.1 Statement, Public Contract Code Section 10162 Questionnaire, and Public Contract Code Section 10232 Statement, is accurate, true and correct, and is submitted in accordance with the requirements of the bid package issued by the City of Healdsburg concerning the Project and applicable law. By signing this proposal the bidder representative specified below certifies that he or she is legally authorized to bind the bidder.

The bidder agrees to deliver and to complete the Project within (working time) 250 calendar days from the date of issuance or by January 31, 2017, by the Engineer, of instructions to proceed with the Project, and within 10 days of the date of mailing of the notice concerning the award, to enter into and execute and provide to the City the Project contract, bonds and all other documents specified in the Contract Check List included in the bid package, and in case of default in executing the Project contract within the time fixed by the Instructions to Bidders, the bidder’s security accompanying this bid shall become the property of and be forfeited to the City of Healdsburg.

Prime Contractor ______

By: ______Title: ______

Dated this ______day of ______, 20___

(Corporate Seal)

Corporate signature

______

Address: ______Phone No.: ______President's signature ______Secretary's signature ______Corporation organized under the laws of the State of ______Partnership Name: ______Address: ______

Names of Co-Partners and Addresses: ECOPY

Names of Individuals and Addresses:

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NOTE: Sign in proper space above.

Date: ______(Typed or printed name)

______(Signature)

______(Bidder)

Bidder business address (street, city, state and zip code)

______

Bidder Business phone: ( )______

Bidder Business fax: ( )______

ECOPY

Project No. Measure V 38 v01012008 Additional Provisions

CONTRACT DOCUMENTS CHECK LIST

Complete, accurate, executed copies of the following documents must be submitted to the City of Healdsburg in accordance with the bid package issued by the City within ten (10) working days of receiving written notice concerning award of the project. The bidder’s security of any successful bidder that fails to do so will be forfeited to the City.

_____ Contract, Part 1

_____ Performance Bond

_____ Payment Bond

_____ Certificates of Insurance, Declarations page(s) and Endorsements

_____ Escrow for Deposit Agreement, if applicable

____ General Conditions, Contract, Part 2

____ Special Provision (if included)

_____ Technical Specifications

_____ Project Plans

_____ Contractor Safety Program

_____ Report of Use/Storage of Hazardous Substances

ECOPY

Project No. Measure V 39 v01012008 Additional Provisions

CONTRACT PART 1

This Contract is made and entered into this (to be completed by the City) _____ day of ______, 201__, by and between the City of Healdsburg, a California Municipal Corporation, 401 Grove Street, Healdsburg, California, 95448, hereinafter referred to as "City," and ______, a ______, ______, hereinafter referred to as "Contractor" RECITALS

A. NOTICE INVITING BIDS. The City gave notice inviting bids to be submitted by ______for the MEASURE V FACILITY IMPROVEMENT PROJECT by published notice and/or posting in accordance with California Public Contract Code Section 20164 and other applicable law.

B. BID OPENING. On ______, City representatives opened the bids for the MEASURE V FACILITY IMPROVEMENT PROJECT and read the bids aloud.

C. PROJECT AWARD. On ______, the City Council awarded the MEASURE V FACILITY IMPROVEMENT PROJECT to the Contractor and directed City staff to send the Contractor written notice of award of the project. The City Council conditioned award of the project on the Contractor’s providing executed copies of all documents specified in the Contract check list included in the bid package within ten (10) calendar days of receiving written notice concerning award of the project.

D. REQUIRED DOCUMENTS. The Contractor has provided the City executed copies of all documents specified in the Contract checklist included in the bid package within ten (10) calendar days of receiving written notice of award.

CONTRACT TERMS

The City and the Contractor agree as follows:

1. THE WORK. The Contractor must furnish all equipment, tools, apparatus, facilities, material, labor, and skill necessary to perform and complete in a good and workmanlike manner the MEASURE V FACILITY IMPROVEMENT PROJECT (“Work”) as shown in the Technical Specifications and Project Plans in accordance with the Contract Documents and applicable law.

2. LOCATION OF WORK. The Work will be performed at the following location: 133 MathesonECOPY Street, 550 Westside Road, 1557 Healdsburg Avenue, 238 Center Street, and 600 Healdsburg Avenue, Healdsburg, California.

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2. TIME FOR COMPLETION. The Contractor must complete the Work in accordance with the Contract Documents within 250 calendar days or by January 31, 2017 from the date specified in the City’s Notice to Proceed (“Time for Completion”).

4. REMEDIES FOR FAILURE TO TIMELY COMPLETE THE WORK. If the Contractor fails to fully perform the Work in accordance with the Contract Documents by the Time for Completion, as such time may be amended by change order or other modification to this Contract in accordance with its terms, and/or if the Contractor fails, by the Time for Completion, to fully perform all of the Contractor’s obligations under this Contract that have accrued by the Time for Completion, the Contractor will become liable to the City for all resulting loss and damage in accordance with the Contract Documents and applicable law. The City’s remedies for the Contractor’s failure to perform include, but are not limited to, assessment of liquidated damages of $500 per day in accordance with California Government Code Section 53069.85 and the Contract Documents, and/or obtaining or providing for substitute performance in accordance with the Contract Documents.

5. CONTRACT PRICE AND PAYMENT. As full compensation in consideration of completion of the Work in accordance with the Contract Documents and in consideration of the fulfillment of all of the Contractor’s obligations under the Contract Documents, the City will pay the Contractor in lawful money of the United States the total price of $______(the “Contract Price”) as specified in the Contractor’s completed Bid Schedule dated ______, ____, attached to and incorporated in this Contract. Payment to the Contractor under this Contract will be for Work actually performed in accordance with the Contract Documents and will be made in accordance with the requirements of the Contract Documents and applicable law. The City will have no obligation to pay the Contractor any amount in excess of the Contract Price unless this Contract is first modified in accordance with its terms. The City’s obligation to pay the Contractor under this Contract is subject to and may be offset by charges that may apply to the Contractor under this Contract. Such charges include but are not limited to, charges for liquidated damages and/or substitute performance in accordance with the Contract Documents.

6. PREVAILING WAGES. In accordance with California Labor Code Section 1771, not less than the general prevailing rate of per diem wages for work of a similar character in the locality in which the Work is to be performed, and not less than the general prevailing rate of per diem wages for holiday and overtime work fixed as provided in the California Labor Code must be paid to all workers engaged in performing the Work. In accordance with California Labor Code Section 1770 and following, the Director of Industrial Relations has determined the general prevailing wage per diem rates for the locality in which the Work is to be performed. In accordance with California Labor Code Section 1773, the City has obtained the general prevailing rate of per diem wages and the general rate for holiday and overtime work in the locality in which the Work is to be performed for each craft, classification or type of worker needed to perform the project. In accordanceECOPY with California Labor Code Section 1773.2, copies of the prevailing rate of per diem wages are on file at the City Public Works Department and will be made available on request. Throughout the performance of the Work the Contractor must comply with all provisions of the Contract Documents and all applicable laws and regulations that apply to wages earned in performance of the Work.

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7. THE CONTRACT DOCUMENTS. This Contract consists of the following documents (“Contract Documents”), all of which are incorporated into and made a part of this Contract as if set forth in full. In the event of a conflict between or among the Contract Documents, precedence will be in the following order:

7.1 Part 1 of the Contract and change orders and other amendments to this agreement signed by authorized representatives of the City and the Contractor.

7.2 The General Provisions, Part 2 of the Contract, and change orders and other amendments to the General Conditions signed by authorized representatives of the City and the Contractor.

7.3 The Special Provisions, if included make up Part 3 of the Contract, and include any addenda to the Special Provisions signed by authorized representatives of the City and issued prior to bid opening, Equal Product Proposals accepted by the City and signed by authorized City representatives prior to bid opening, and change orders and other amendments to the Technical Specifications signed by authorized representatives of the City and the Contractor.

7.4 The Project Plans, Part 4 of the Contract, addenda to the Project Plans signed by authorized representatives of the City and issued prior to bid opening, Equal Product Proposals accepted by the City and signed by authorized City representatives prior to bid opening, and change orders and other amendments to the Project Plans signed by authorized representatives of the City and the Contractor.

7.5 Notice Inviting Bids.

7.6 Instructions to Bidders.

7.7 The successful bidder’s completed Proposal Form and Bidder’s Sheet.

7.8 The successful bidder’s completed Contractor License Information.

7.9 The successful bidder’s completed List of Proposed Subcontractors.

7.10 The successful bidder’s Workers Compensation Insurance Certification.

7.11 The successful bidder’s completed Non-collusion Affidavit.

7.12 The successful bidder’s Debarment Certification.

7.13 The successful bidder’s signed Acknowledgment of Indemnity and Insurance requirements and completed Certificates of Insurance, Declaration page(s) and Endorsements.

7.14 TheECOPY successful bidder’s executed Performance Bond.

7.15 The successful bidder’s executed Payment Bond.

7.16 The Maintenance Bond form included in the bid package that the Contractor must execute prior to release of final payment under the Contract.

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7.17 The successful bidder’s Qualification Statement, if any.

7.18 The successful bidder’s signed Signature Form.

8. PROVISIONS INCORPORATED BY REFERENCE. Provisions or parts of provisions that are incorporated by reference and not set forth at length in any of the Contract Documents will only form a part of this Contract to the extent the Contract Documents expressly make such provisions or parts of provisions a part of this Contract. For example, published public works agreement provisions, such as those of the State of California Department of Transportation Standard Specifications (known as the Standard Specifications) are only a part of this Contract to the extent expressly incorporated in this Contract by section number. When such published provisions are made a part of this Contract, references in the published provisions to other entities, such as the State, the Agency, or similar references, will be deemed references to the City as the context of this Contract may require.

9. INTERPRETATION OF CONTRACT DOCUMENTS. Any question concerning the intent or meaning of any provision of the Contract Documents, including, but not limited to, the Technical Specifications or Project Plans, must be submitted to the Public Works Director, or his/her designee, for issuance of an interpretation and/or decision by the authorized Public Works Director in accordance with the requirements of the Contract Documents. Interpretations or decisions by any other person concerning the Contract Documents will not be binding on the City. The decision of the Public Works Director, or his/her designee, will be final.

10. ASSIGNMENT PROHIBITED. The Contractor may not assign part or all of this Contract, or any moneys due or to become under this Contract, or any other right or interest of the Contractor under this Contract, or delegate any obligation or duty of the Contractor under this Contract without the prior written approval of an official authorized to bind the City and an authorized representative of Contractor’s surety or sureties. Any such purported assignment or delegation without such written approval on behalf of the City and the Contractor’s sureties will be void and a material breach of this Contract subject to all available remedies under this Contract and at law and equity.

11. CERTIFICATION RE CONTRACTOR’S LICENSE. By signing this Contract the Contractor certifies that the Contractor holds a valid license issued by the California State Contractors Licensing Board as required to perform the Work and as specified in the Notice to Bidders for the Project, and that the Contractor understands that failure to maintain its license in good standing throughout the performance of the Work may result in discipline and/or other penalties pursuant to the California Business and Professions Code, and may constitute a material breach of this Contract subject to all available remedies under this Contract and at law and equity.

12. SEVERABILITY.ECOPY If any term or provision or portion of a term or provision of this Contract is declared invalid or unenforceable by any court of lawful jurisdiction, then the remaining terms and provisions or portions of terms or provisions will not be affected thereby and will remain in full force and effect.

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CONTRACTOR CITY

______City of Healdsburg

By: By:

David Mickaelian, City Manager

Title: Executed by City on: ______

Executed by Contractor on:______By: ______Administrative Services Director

[Attach Notary Page]

Attest:

By:______Maria Curiel, City Clerk

The forgoing contract is approved by me in its entirety as to form on ______, 201___.

______City Attorney City of Healdsburg

ECOPY

Project No. Measure V 44 v01012008 Additional Provisions

PERFORMANCE BOND

(NOTE: The successful bidder must use this form. Use of any other bond form may prevent a contract from forming and/or result in forfeiture of the successful bidder’s bid bond)

KNOW ALL MEN BY THESE PRESENTS:

WHEREAS the City Council of the City of Healdsburg has awarded to ______, (designated as the “PRINCIPAL”) a contract for the MEASURE V FACILITY IMPROVEMENT PROJECT, which contract and all of the contract documents as defined therein (designated as the “Contract”) are hereby made a part hereof; and

WHEREAS, said PRINCIPAL is required under the terms of the Contract to furnish a bond for the faithful performance of the Contract;

NOW, THEREFORE, WE, the PRINCIPAL and ______as surety (designated as “SURETY”), an admitted surety insurer authorized to do business in the State of California, are held and firmly bound unto the City (designated as “OBLIGEE”), in the penal sum of ______dollars ($______), lawful money of the United States for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, and administrators, and successors, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH that, if the above bound PRINCIPAL, his or its heirs, executors, administrators, successors, or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the Contract and any alteration thereof made as therein provided, on his or their part to be kept and performed at the time and in the manner therein specified and in all respects according to their true intent and meaning, and shall defend, indemnify and save harmless the OBLIGEE, it’s officials, officers, employees, volunteers and agents, as therein stipulated, then this obligation shall become null and void, otherwise it shall be and remain in full force and virtue.

And the said SURETY, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the work to be performed thereunder or to the specifications or the plans accompanying the same or to any other part of the contract documents, as defined therein, shall in any way affect said SURETY’s obligation on this bond, and the SURETY does hereby waive notice of any such change, extension of time, alteration or addition.

And the said SURETY, for value received, hereby stipulates and agrees that upon termination of the Contract for cause, the OBLIGEE reserves the right to refuse tender of the PRINCIPAL by the SURETY to complete the Contract work.

IN WITNESS WHEREOF,ECOPY the above-bound parties have executed this instrument under their several seals this______day of ______, _____, the name and corporate seals of each corporate party being hereto affixed and these presents duly signed by their undersigned representatives, pursuant to authority of their governing bodies.

Project No. Measure V 45 v01012008 Additional Provisions

(Corporate Seal)

PRINCIPAL______

By______

(Acknowledgement)

Title______

SURETY______

(Corporate Seal)

By______(Attorney-in-fact)

(Acknowledgement)

Title______

(NOTE TO SURETY COMPANY: A certified copy of unrevoked resolution of authority for the attorney-in-fact must be submitted with and attached to the executed bond.)

ECOPY

Project No. Measure V 46 v01012008 Additional Provisions

PAYMENT/LABOR AND MATERIALS BOND

(NOTE: The successful bidder must use this form. Use of any other bond form may prevent a contract from forming and/or result in forfeiture of the successful bidder’s bid bond)

KNOW ALL MEN BY THESE PRESENTS:

WHEREAS, pursuant to California Civil Code Section 9550, the PRINCIPAL is required, before entering upon the performance of the Contract, to file a payment bond with and have such bond approved by the officer or public entity by whom the Contract is awarded; and

WHEREAS, pursuant to California Civil Code Section 9554, such payment bond must be in a sum not less than one hundred percent (100%) of the total amount payable by the terms of the Contract, and must satisfy the other requirements specified in that section; and

WHEREAS, the PRINCIPAL is required in accordance with the Contract to furnish a payment bond in connection with the Contract to secure payment of claims of laborers, mechanics and materialmen employed on work under the Contract in accordance with applicable law;

NOW, THEREFORE, THESE PRESENTS WITNESSETH:

That the PRINCIPAL and the undersigned______, as surety (designated as “SURETY”), an admitted surety insurer authorized to do business in the State of California are held and firmly bound unto all laborers, material men, and all other persons named in California Civil Code Section 9100 (a) in the sum of ______Dollars ($______), lawful money of the United States, being a sum not less than one hundred percent of the total amount payable by the terms of the Contract, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, or assigns, jointly and severally, by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH that if the PRINCIPAL or any of the PRINCIPAL’s subcontractors, or the heirs, executors, administrators, successors, or assigns of any, all, or either of them, shall fail to pay any persons named in California Civil Code Section 9100 (a), or fail to pay for any labor, materials, provisions, provender, or other supplies used in, upon, for or about the performance of the work contracted to be done, or for any work or labor thereon of any kind, or fail to pay amounts due under the Unemployment Insurance Code with respect to such work or labor, or fail to pay for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of the PRINCIPAL or anyECOPY subcontractors of the PRINCIPAL pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work or labor, that the SURETY will pay for the same in an amount not exceeding the amount herein above set forth, and also, in case suit is brought upon this bond, will pay a reasonable attorney’s fee to be awarded and fixed by the Court; otherwise this obligation shall be void.

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It is hereby expressly stipulated and agreed by the said Surety, for value received, that this bond shall inure to the benefit of any and all of the persons named in Section 9100 (a) 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.

It is hereby further expressly stipulated and agreed by the said Surety, for value received, that no change, extension of time, alteration or addition to the terms of the Contract or the specifications or drawings accompanying the same or to any other part of the contract documents, as defined therein, shall in any manner affect the obligations of the SURETY on this bond, and SURETY does hereby waive notice of any such change, extension, alteration, or addition.

IN WITNESS WHEREOF, the above-bound parties have executed this instrument under their several seals this______day of ______, ______, the name and corporate seals of each corporate party being hereto affixed and these presents duly signed by their undersigned representatives, pursuant to authority of their governing bodies.

(Corporate Seal)

PRINCIPAL______

By______

(Acknowledgement)

Title______

SURETY______

(Corporate Seal)

By______(Attorney-in-fact)

(Acknowledgement)

Title______

(NOTE TO SURETY COMPANY: A certified copy of unrevoked resolution of authority for the attorney-in-fact mustECOPY be submitted with and attached to the executed bond.)

Project No. Measure V 48 v01012008 Additional Provisions

MAINTENANCE BOND

(NOTE: The Contractor must use this form. Use of any other bond form may prevent release of final payment and/or release of retention under the Contract)

KNOW ALL MEN BY THESE PRESENTS:

WHEREAS, the PRINCIPAL is required under the terms of the Contract to furnish a bond for the correction of any defects due to defective materials or workmanship in the work performed under the Contract.

NOW, THEREFORE, we the PRINCIPAL and the undersigned ______, as surety (designated as “SURETY”), an admitted surety insurer authorized to do business in the State of California, are held and firmly bound unto the City of Healdsburg, (designated as the “OBLIGEE”), in the penal sum of ______Dollars ($______), lawful money of the United States, being a sum not less than ten percent (10%) of the final Contract price, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns jointly and severally, firmly by these presents.

THE CONDITIONS OF THIS OBLIGATION ARE SUCH that if, during a maintenance period of one (1) year from the date of acceptance by the OBLIGEE of the contracted work, the PRINCIPAL upon receiving written notice of a need for repairs which are directly attributable to defective materials or workmanship, shall diligently take the necessary steps to correct said defects within seven (7) days from the date of said notice, then this obligation shall be null and void; otherwise it shall remain in full force and effect.

If any action shall be brought by the OBLIGEE upon this bond, a reasonable attorney’s fee, to be fixed by the Court, shall be and become a part of OBLIGEE’s judgment in any such action. No right of action shall accrue on this bond to, or for the use of, any person or corporation other than the OBLIGEE named herein or the heirs, executors, administrator or successor of the OBLIGEE.

ECOPY

IN WITNESS WHEREOF, the above bound parties have executed this instrument under their seals this ______day of ______, the name and corporate seals of each

Project No. Measure V 49 v01012008 Additional Provisions corporate party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body.

(Corporate Seal)

PRINCIPAL ______

By ______

(Acknowledgment) Title ______

SURETY ______

(Corporate Seal)

By ______(Attorneys-in-fact)

(Acknowledgment) Title ______

(NOTE TO SURETY COMPANY: A certified copy of unrevoked resolution of authority for the attorney-in-fact must be submitted with and attached to the executed bond.) ECOPY

Project No. Measure V 50 v01012008 Additional Provisions

ESCROW AGREEMENT

SECURITY DEPOSITS IN LIEU OF RETENTION

This Escrow Agreement is made and entered into by and between the City of Healdsburg, whose address is 401 Grove Street, Healdsburg, California 95448, hereinafter called "City", ______, whose address is ______, hereinafter called "Contractor", and ______, whose address is ______, hereinafter called “Escrow Agent”

For consideration hereinafter set forth, the City, Contractor, and Escrow Agent agree as follows:

1. Pursuant to Section 22300 of the Public Contract Code of the State of California, Contractor has the option to deposit securities with Escrow Agent as a substitute for retention earnings required to be withheld by City pursuant to the Construction Contract entered into between the City and Contractor for the project entitled MEASURE V FACILITY IMPROVEMENT PROJECT ______in the amount of ______dated ______(hereinafter referred to as the "Contract”). Alternatively, on written request of the Contractor, the City shall make payments of the retention earnings directly to the Escrow Agent. When Contractor deposits the securities as substitute for Contract earnings, the Escrow Agent shall notify the City within 10 days of the deposit. The market value of the securities at the time of the substitution shall be at least equal to the cash amount then required to be withheld as retention under the terms of the Contract between the City and Contractor. Securities shall be held in the name of City of Healdsburg and shall designate the Contractor as the beneficial owner. 2. The City shall make progress payments to the Contractor for such funds which otherwise would be withheld from progress payments pursuant to the Contract provisions, provided that the Escrow Agent holds securities in the form and amount specified above. 3. When the City makes payment of retentions earned directly to the Escrow Agent, the Escrow Agent shall hold them for the benefit of the Contractor until such time as the escrow created under this contract is terminated. The Contractor may direct the investments of the payments into securities. All terms and conditions of this agreement and the rights and responsibilities of the parties shall be equally applicable and binding when the City pays the escrow agent directly. 4. Contractor shall be responsible for paying all fees for the expenses incurred by Escrow Agent in administering the Escrow Account and all expenses of the City. These expenses and payment terms shall be determined by the City, Contractor and Escrow Agent. 5. The interest earned on the securities or the money market accounts held in escrow and all interest earned on that interest shall be for the sole account of the Contractor and shall be subject to withdrawalECOPY by Contractor at any time and from time to time without notice to the City. 6. Contractor shall have the right to withdraw all or any part of the principal in the Escrow Account only by written notice to Escrow Agent accompanied by written authorization from City to the Escrow Agent that City consents to the withdrawal of the amount sought to be withdrawn by Contractor.

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7. The City shall have a right to draw upon the securities in the event of default by the Contractor. Upon seven day's written notice to the Escrow Agent from the City of the default, the Escrow Agent shall immediately convert the securities to cash and shall distribute the cash as instructed by the City. 8. Upon receipt of written notification from the City certifying that the Contract is final and complete, and that the Contractor has complied with all requirements and procedures applicable to the Contract, Escrow Agent shall release to Contractor all securities and interest on deposit less escrow fees and charges of the Escrow Account. The escrow shall be closed immediately upon disbursement of all monies and securities on deposit and payments of fees and charges. 9. Escrow Agent shall rely on the written notifications from the City and the Contractor pursuant to Sections (5) to (8) inclusive, of this agreement and the City and Contractor shall hold Escrow Agent harmless from Escrow Agent's release and disbursement of the securities and interest as set forth above. 10. The names of the persons who are authorized to give written notice or to receive written notice on behalf of the City and on behalf of Contractor in connection with the foregoing, and exemplars of their respective signatures, are as follows: On Behalf of City: On Behalf of Contractor

______Title Title

______Name Name

On Behalf of Escrow Agent:

______Title

______Name

______Signature Address

At the time the Escrow Account is opened, the City and Contractor shall deliver to the Escrow Agent a fully executedECOPY counterpart of this Agreement.

IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officers on the date first set forth above.

City: Contractor:

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______Title Title

______Name Name

______Signature Signature

______Address Address

ECOPY

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CONTRACT PART 2

GENERAL PROVISIONS

SECTION 1 Definitions

The following terms as used in any agreement of which these General Provisions are a part are defined as follows:

1-1.01 Contract: The agreement between the City and Contractor concerning the Project, as evidenced by and comprised of the Contract Documents.

1-1.02 Architect: The person or persons so specified on the Technical Specifications and/or Project Plans.

1-1.03 ASTM: American Society for Testing and Materials latest edition.

1-1.04 Bid Package: All of the documents listed as comprising the entire Bid Package as specified in the Instructions to Bidders and representing the full set of documents made available to bidders on the Project.

1-1.05 City: City of Healdsburg

1-1.06 Public Works Standard Specifications and Details: The edition of the City of Healdsburg Public Works Standard Specifications and Details in effect on the date of the last signature to this Contract.

1-1.07 Contract Documents: All those documents listed in Paragraph 7 of the Contract Part 1 as comprising the entire agreement between the City and the Contractor.

1-1.08 Contractor: The successful bidder for the Project and party to the Contract with the City as specified in the Contract Documents.

1-1.09 Days: Unless otherwise specified in the Contract Documents, days mean calendar days.

1-1.10 Engineer: The City’s authorized representative for administration and overall management of the Project, Contract, and Work. The Engineer is the official point of contact between the City and the Contractor.

1-1.11 Project: The MEASURE V FACILITY IMPROVEMENT PROJECT project as described in the Technical Specifications and Project Plans.

1-1.12 Project Plans: The primarily graphic detailed requirements concerning the Project containedECOPY in the Bid Package and any addenda to the Project Plans signed by authorized City representatives and issued prior to bid opening, Equal Product Proposals accepted by the City and signed by authorized City representatives prior to bid opening, and change orders and other amendments to the Project Plans signed by authorized representatives of the City and the Contractor in accordance with the requirements of the Contract Documents.

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1-1.13 Project Inspector: The party or parties charged by the City with inspecting the Work for compliance with the requirements of the Contract Documents and applicable laws and regulations. The Project Inspector acts under the direction of the City and must coordinate with the Engineer as directed by the City in accordance with the Contract Documents.

1-1.14 Caltrans Standard Specifications: The State of California Department of Transportation Standard Specifications for Construction of Local Streets and Roads, May 2006 edition.

1-1.15 Caltrans Construction Manual: The State of California Department of Transportation Construction Manual, August 2006 edition.

1-1.16 Subcontractor: A person, firm or corporation that is obligated as a party to a contract with the Contractor to perform part of the Work. For purposes of these General Provisions Subcontractors include, but are not limited to, those that are obligated as parties to a contract with the Contractor to specially fabricate and install a portion of the Work according to the Technical Specifications and/or Project Plans.

1-1.17 Technical Specifications: The detailed Project requirements contained in the Bid Package and any addenda to the Technical Specifications signed by authorized City representatives and issued prior to bid opening, Equal Product Proposals accepted by the City and signed by authorized City representatives prior to bid opening, and change orders and other amendments to the Technical Specifications signed by authorized representatives of the City and the Contractor in accordance with the requirements of the Contract Documents.

1-1.18 Work: The furnishing of all equipment, tools, apparatus, facilities, material, labor and skill necessary to perform and complete in a good and workmanlike manner the Project as shown in the Technical Specifications and Project Plans in accordance with the Contract Documents and applicable law.

1-1.19 Written Notice: Will be deemed to have been duly served for purposes of these General Provisions and any Contract of which they are a part if delivered in person to the individual or to a member of the firm or to any office of the corporation for whom the notice is intended, or if sent by registered or certified mail to the last known business address known to the party giving notice. Unless otherwise specified in the Contract Documents, the last known address of the Contractor will be that listed in the Contractor’s completed Proposal.

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SECTION 2 Scope of Work

2-1.01 Documents Furnished by City. The City will furnish to the Contractor, free of charge, five (5) sets of prints of the Project Plans and Technical Specifications for execution of the Work. Throughout the performance of the Work the Contractor must keep one copy of the Project Plans and Technical Specifications in good order and available for review by the Engineer, the Architect, and any other City contractors or representatives.

2-1.02 Ownership of Documents Furnished by City. All documents furnished by the City, including, but not limited to, the Technical Specifications, Project Plans, and any copies, are the property of the City. Documents furnished by the City may not be used on any other work. All documents furnished by the City must be returned to City upon completion of the Work.

2-1.03 Technical Specifications and Project Plans.

a. The Technical Specifications and Project Plans are complementary and intended to mutually describe the Work necessary to complete the Project in accordance with the Contract Documents.

b. In general, the Project Plans indicate dimensions, position and kind of construction, and the Technical Specifications indicate qualities and methods. Any Work indicated on the Project Plans and not mentioned in the Technical Specifications or vice versa must be furnished as though fully set forth in both. Work that is not particularly detailed, marked or specified will be the same as similar Work that is detailed, marked or specified. The Contractor must furnish items necessary for the operation of equipment depicted in the Project Plans or specified in the Technical Specifications that are suitable to allow such equipment to function properly at no extra charge.

c. The Contractor must notify the Engineer as soon as possible of any apparent errors or inconsistencies, including, but not limited to, typographical or notational errors in the Project Plans, Technical Specifications, and/or in work done by others affecting the Work. The Engineer will issue instructions concerning any such apparent errors or inconsistencies. If the Contractor proceeds with Work impacted by apparent errors or inconsistencies without instructions from the Engineer, the Contractor does so at its sole risk and will have all of the obligations and the City will have all of the rights and remedies specified in Section 11 concerning any resulting damage or defect.

d. The General Provisions apply with equal force to all of the Work, including extra work authorized by the Engineer in accordance with the Contract Documents. The Contractor must submit any required shop diagrams and/or drawings by the times and in the quantities indicated in the Technical Specifications. Any such shop diagrams and/or drawings must show completely the Work to be done, expanding on the Project Plans concerning details not previously shown, field conditions and the conditionECOPY of the Work. Engineer review of such shop diagrams and/or drawings will concern conformance with the requirements of the Contract Documents only. The Engineer assumes no responsibility for the correctness or accuracy of the dimensions or any other contents of any shop diagrams and/or drawings submitted by the Contractor. The Contractor must check all dimensions at the Work site. Shop diagrams and/or drawings must be clearly marked with the name of the Project and

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the name of the Contractor, subcontractor or supplier making the submittal, and must be stamped and signed by the Contractor and submitted under a signed transmittal letter from the Contractor certifying that all dimensions have been checked at the Work site. These requirements are mandatory. The Engineer will not review shop diagrams and/or drawings that do not satisfy these requirements. The Contractor will be responsible for any and all discrepancies between dimensions of the actual Work site and/or Work and those shown on shop diagram and/or drawings submitted by the Contractor, and for any other errors contained in or resulting from such shop diagrams and/or drawings, including, but not limited to, errors in material and/or equipment quantities and any resulting errors, delays or additional cost in the performance of the Work. The Contractor will have all of the obligations and the City will have all of the rights and remedies that are specified in Section 11 concerning any discrepancies or errors in shop diagrams and/or drawings submitted by the Contractor, and concerning any resulting errors, delays or additional costs in the performance of the Work.

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SECTION 3 Control of Work and Material

3-1.01 Engineer’s Status. The Engineer will administer the Project in accordance with the Contract Documents. After execution of the Contract and issuance of the Notice to Proceed, all correspondence and/or instructions concerning the Project between the Contractor and/or City must be forwarded through the Engineer. Except as otherwise provided in the Contract Documents, the Engineer will not be responsible for and will not have control or charge of construction means, methods, techniques, or procedures or for safety precautions in connection with the Work. The Engineer, however, will have authority to reject materials and/or workmanship that do not conform to the requirements of the Contract Documents. The Engineer will also have the authority to require inspection or testing of the Work.

3-1.02 Architect’s Status. The Architect will advise the Engineer concerning decisions on all claims of the Contractor and all other matters relating to the execution and progress of the Work or the interpretation of the Contract Documents. The Architect will also advise the Engineer concerning Work that does not conform to the Contract Documents. Whenever, in the Architect's opinion, it is necessary or advisable in accordance with the Contract Documents, the Architect may recommend to the Engineer inspection or testing of the Work, whether or not such Work is then fabricated, installed or completed.

3-1.03 Inspection and Testing of Work and Material.

a. The City, the Engineer, the Architect and their representatives will have access to the Work at all times wherever it is in preparation or progress. The Contractor must provide proper facilities for such access and for inspection.

b. The Contractor must inspect all materials as delivered and promptly return all defective materials without waiting for their rejection by the Architect or Engineer.

c. If the Engineer, the Technical Specifications, or any laws, ordinances, or any public authority require any Work to be tested or approved, the Contractor must give the Engineer timely notice of the Contractor’s readiness for inspection. Inspections will be promptly made, and where practicable, at the source of supply. Any Work subject to such testing that is covered up without timely notice to the Engineer or without the approval or consent of the Engineer must, if required by the Engineer, be uncovered for examination at the Contractor's expense. The Contractor will have all of the obligations and the City will have all of the rights and remedies that are specified in Section 11 concerning any Work subject to testing that is covered up or otherwise rendered inaccessible for inspection without timely notice to the Engineer and that is not uncovered for examination at the Contractor’s expense if required by the Engineer.

d. Tests of materials or qualification tests required by the Contract Documents must be made in accordance with the Technical Specifications and the requirements of the CaliforniaECOPY Building Standards Code as adopted by the City and other applicable law. Copies of all testing reports will be distributed as required in the Technical Specifications.

e. The City or its representatives may order re-examination of questioned Work. If ordered to do so, the Contractor must uncover such Work. If such Work is found to

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be according to the Contract Documents, the City will pay the cost of uncovering and restoring the Work, unless such Work was subject to testing and covered up without timely notice to or approval of the Engineer. If re-examined Work is found not in accordance with the Contract Documents, the Contractor must pay the cost of uncovering and restoring the Work. The Contractor will have all of the obligations and the City will have all of the rights and remedies that are specified in Section 11 concerning any re-examined Work not in accordance with the Contract Documents that the Contractor fails to uncover and restore at the Contractor’s expense.

f. The Contractor must replace or correct without charge any material or workmanship found not to conform to the requirements of the Contract Documents, unless the City consents to accept such material or workmanship with an appropriate adjustment in the Contract Price. The Contractor must promptly segregate and remove non- conforming material from the Work site. The Contractor will have all of the obligations and the City will have all of the rights and remedies that are specified in Section 11 concerning any failure by the Contractor to replace or correct without charge any material or workmanship that does not conform to the requirements of the Contract Documents and that the City has not consented to accept.

3-1.04 Samples Furnished by the Contractor. The Contractor must furnish all samples for approval as directed in sufficient time to permit the Architect or Engineer to examine, approve and select samples before they are required by the progress of the Work. Portions of the Work for which samples are required and for which the Architect or Engineer has selected samples must be in accordance with such approved samples. Samples must be sent prepaid to the office of the Engineer or to such place as the Engineer may direct.

3-1.05 Materials and Substitutions.

a. Materials used for the Work must be new and of the quality specified. When not particularly specified, materials must be the best of their class or kind. The Contractor must, if required, submit satisfactory evidence as to the kind and quality of materials.

b. If the Contractor submitted complete information to the Public Works Department for products proposed as equals in accordance with the bid package, and the City approved such products proposed as equals in writing, the Contractor may either furnish such products approved as equals, or furnish the products listed by manufacturer name, brand or model number in the Technical Specifications or Project Plans. The City retains the right, in its sole discretion, to accept or reject any other proposed substitution. To be considered, proposals concerning products proposed as equals must include sufficient information to permit the City to determine whether the products proposed as equals will satisfy the same performance requirements as products listed by manufacturer’s name, brand or model number. Such performance requirements may include, but are not limited to, size, strength, function, and appearance, ease of maintenance and repair, and useful life requirements.ECOPY If the City does not accept a proposed substitution, the Contractor must furnish the product specified in the Technical Specifications or Project Plans for the Contract Price, regardless of whether the product is specified by manufacturer’s name, brand or model number, or otherwise.

c. During the performance of the Work, all materials must be neatly stacked, properly protected from the weather and other adverse impacts, and placed so as to avoid

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interference with efficient progress of the Work, with other activities of the City, or with the use of existing City facilities by the public. Materials may not be stored in a manner that presents a safety hazard or a nuisance. All materials must be delivered so as to ensure efficient and uninterrupted progress of the Work. Materials must be stored so as to cause no obstruction and so as to prevent overloading of any portion of the Work. The Contractor will be responsible for damage or loss of materials delivered to and/or stored at the Work site due to weather or other causes. The Contractor must promptly remove from the Work site all materials rejected by the City or its representatives as failing to conform to the requirements of the Contract Documents, whether such non-conforming materials have been incorporated in the Work or not. If the City or its representatives so direct, the Contractor must promptly replace and re-execute Work performed by the Contractor and order the replacement and re-execution of Work performed by subcontractors using non-conforming materials with materials that satisfy the requirements of the Contract Documents without expense to the City. The Contractor will bear the expense of making good all Work destroyed or damaged by such removal. The Contractor will have all of the obligations and the City will have all of the rights and remedies that are specified in Section 11 concerning any failure by the Contractor to replace or re-execute Work using non-conforming materials, and/or to make good all Work destroyed or damaged by such removal and/or execution.

d. If any portion of the Work done or material furnished under this Contract proves defective and not in accordance with the Project Plans or Technical Specifications, and if the Engineer determines that the imperfection of the same is not of sufficient magnitude or importance to make the Work dangerous or undesirable, or if the removal of such Work, is impractical or will create conditions which are dangerous or undesirable, the Engineer may retain such Work, instead of requiring the imperfect Work to be removed and reconstructed, and make such deductions therefore in the payments due or to become due the Contractor as are just and reasonable.

3-1.06 Audit and Examination of Records. The City may examine and audit at no additional cost to the City all books, estimates, records, contracts, documents, bid documents, bid cost data, subcontract job cost reports and other Project related data of the Contractor, subcontractors engaged in performance of the Work, and suppliers providing supplies, equipment and other materials required for the Work, including computations and projections related to bidding, negotiating, pricing or performing the Work or Contract modifications and other materials concerning the Work, including, but not limited to, Contractor daily logs, in order to evaluate the accuracy, completeness, and currency of cost, pricing, scheduling and any other Project related data. The Contractor will make available all such Project related data at all reasonable times for examination, audit, or reproduction at the Contractor’s business office at or near the Work site, and at any other location where such Project related data may be kept until three years after final payment under the Contract. Pursuant to California Government Code Section 8546.7, if the amount of public funds to be expended is in excess of $10,000, this Contract will be subject to the examination and audit of the State Auditor, at the request of the City, or as part of any audit of the City, for a period of three (3) years after final payment under the Contract. ECOPY 3-1.07 Advertising. No advertising signs of any kind may be displayed on the Work site, or on fences, offices or elsewhere adjacent to the Work site.

3-1.08 Project Schedule. Within ten (10) days after execution and delivery of the Contract, and prior to the issuance of the notice to proceed, the Contractor must deliver to the

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Engineer a bar chart and critical path (CPM) schedule detailing the Contractor’s intended schedule of Work for the entire Project. The schedules must be detailed to clearly show the relative sequence of the items of Work, their inter-relationships, start and completion dates, float, the critical path, and any other item deemed necessary by the Engineer. The schedule must allow for the completion of the entire Work within the Time for Completion.

a. City Review of Schedule. The City may review the Contractor’s submitted schedule and may note any exceptions. The Contractor must correct any exceptions noted by the City within five (5) working days of being notified of the exceptions.

b. Update of Schedule. After submission of a schedule to which the City has taken no exceptions, the Contractor must submit an updated schedule on a monthly basis or as otherwise specified by the City until completion of the Work. The updated schedule must show the progress of Work as of the date specified in the updated schedule.

c. Float. The schedule must show early and late completion dates for each task. The number of days between these dates will be designated as “Float”. The Float will be designated to the Project and will be available to both the City and the Contractor as needed to complete the Work in accordance with the Contract.

d. Failure to Submit Schedule. If the Contractor fails to submit schedules within the time periods specified in this Section, or submits a schedule to which the City has taken uncorrected exceptions, the City may withhold payments to the Contractor until such schedules are submitted and/or corrected in accordance with the Contract Documents.

e. Responsibility for Schedule. The Contractor will be solely and exclusively responsibility for creating the schedule and properly updating it. The City may note exceptions to any schedule submitted by the Contractor. However, the Contractor will be solely responsible for determining the proper method for addressing such exceptions and the City’s review of the schedule will not create scheduling obligations of the City.

3-1.09 Construction Staking. All Work done under this Contract must be in conformance with the Project Plans and staked by the Engineer in the field. The Contractor must inform the Engineer, forty-eight (48) hours in advance, of the time and places at which he or she wishes to do work, in order that lines and grades may be furnished and necessary measurements for record and payment made, with the minimum of inconvenience to the Engineer and delay to the Contractor.

The City will provide construction staking services. The Contractor shall carefully preserve bench marks, reference points, and stakes and in the case of willful or careless destruction, will be responsible for the cost of replacement and shall be responsible for any mistakes that may be caused by their unnecessary loss or disturbance ECOPY

3-1.10 Materials Testing. Materials will be tested by the City of Healdsburg or its authorized agent, following the Caltrans Standard Specifications. Statistical testing may not be used. All individual samples must meet the specified test results. Each material used must meet the specified requirements.

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The Contractor must request and coordinate all testing. All tests must occur in the presence of the Project Inspector. The City will, at its sole discretion, have the right to reject any and/or all test results, that do not meet this requirement, and to order a retest in the presence of the Project Inspector. The costs for all retests so ordered will be the responsibility of the Contractor. The cost of all retests will be charged to the Contractor at the actual cost plus 30 percent, with a minimum charge of $150.00 per test to cover staff and administrative costs.

The City, at its sole expense, will provide all initial material and compaction tests. Sampling and testing will comply with Chapter 3 of the Caltrans Construction Manual at a minimum. Where conditions vary, the City may perform additional testing. Cost for testing of materials offered in lieu of the specified materials will be the responsibility of the Contractor. Cost for R-value tests when required by the Caltrans Standard Specifications will be the responsibility of the Contractor.

Testing will only be performed on normal City working days between the hours of 8:00 a.m. and 4:00 p.m. unless other arrangements are made in advance. Tests performed outside of these hours may be subject to increased charges.

The Contractor must request all tests in writing a minimum of 2 working days in advance of the time desired. A minimum of one working day must be allowed for compilation and reporting of data and test results after tests have been performed. No subsequent layer of material may be placed until a passing test is obtained and acknowledged by the City.

Concrete and asphalt may be supplied only from suppliers approved and certified by the State Department of Transportation. Proposed mix designs for all concrete and asphalt concrete to be placed within the City of Healdsburg must be provided to and approved by the City, prior to placement.

The Contractor must coordinate with the City concerning any additional testing as required.

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SECTION 4 Changes in Work

4-1.01 City Directed Change Orders. The City may at any time during the progress of the Work direct any amendments to the Work or any of the Contract Documents, including, but not limited to the Technical Specifications, or Project Plans. Such amendments will in no way void the Contract, but will be applied to amend the Contract Price, if such amendments affect the Contract Price, the Project schedule, if such amendments affect the Project schedule, or any other provision of the Contract Documents based on a fair and reasonable valuation of the amendment in accordance with this Section 4.

4-1.02 Writing Requirement. Change orders and other amendments to the Technical Specifications, the Project Plans, or other Contract Documents may be made only upon prior written approval of the Engineer and as evidenced by a writing executed by authorized representatives of the City and the Contractor.

4-1.03 Contractor Proposed Change Orders. Unless the Engineer otherwise authorizes or the City and the Contractor otherwise agree, change order proposals submitted by the Contractor must be submitted to the Engineer no later than the time of the proposed change.

4-1.04 All Change Orders. All change order proposals must be submitted on completed City Change Order forms. All such change order proposals must itemize all cost impacts of the proposed change order and include a total price for that change order and the amended Contract Price that would become effective upon execution of the change order. All change order proposals must specify any change in the Project schedule, or in any Project milestone including, but not limited to, the Time for Completion, under the change order. It is understood that change orders that do not specify a change in any milestone, including, but not limited to, the Time for Completion, may be accomplished by the Time for Completion then in effect.

4-1.05 Change Order Pricing. Change order pricing for all change orders, whether, additive, deductive, or both, will be governed by the following:

a. Prices specified in the Contract Documents will apply to cost impacts involving items for which the Contract Documents specify prices.

b. Cost impacts involving items for which the Contract Documents do not specify prices may be paid on a lump sum basis as approved by the City.

c. For cost impacts involving items for which the Contract Documents do not specify prices, and for which no lump sum amount has been approved by the City, charges or credits for the Work will be paid on a time and materials basis in accordance with the following and subject to Caltrans Standard Specifications, provision 9-1.03 concerning allowable direct charges. The time and materials payment will be the sum of and limited to the direct and indirect costs for labor, materials, equipment and overhead calculated as follows: ECOPY 6. Labor: The Contractor will be paid the cost of labor for the workers (including foremen when authorized by the Engineer), used in the actual and direct performance of the Work. The cost of labor utilized in performing the Work, whether the employer is the Contractor, a subcontractor or other entity engaged in the performance of the Work, will be the sum of the following:

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 Actual Wages: The actual wages paid will include any employer fringe benefit payments to or on behalf of the workers for health and welfare, pension, vacation and similar purposes. The actual wages and fringe benefits paid must be at the rates shown on the certified payroll documents submitted by the Contractor.

 Labor Surcharge: The labor surcharge will be as set forth in the latest edition of the California Department of Transportation publication entitled “Labor Surcharge and Equipment Rental Rates”. The labor surcharge will constitute full compensation for all payments imposed by State or Federal laws and for all other payments made to, or on behalf of, workers engaged in the performance of the Work, excluding the Actual Wages as defined above.

 Fixed Markup: A fixed markup of 33% of the sum of the actual wages paid and the labor surcharge applicable to such actual wages, together with the actual wage and labor surcharge costs described in this provision will constitute full and complete compensation for all overhead, profit, incidentals, and any and all other direct or indirect expenses associated with furnishing all labor for the Work.

7. Materials: Materials costs will be the direct costs for materials actually exhausted, consumed or entering permanently into the Work, plus a fixed markup of 15% of such direct materials costs, which, together with the direct cost of materials as described in this provision will constitute full and complete compensation for all overhead, profit, incidentals, and any and all other direct or indirect expenses associated with furnishing all materials for the Work.

8. Equipment: All equipment used will be paid in accordance with the rates in subsection 9-1.03A(3) entitled “Equipment Rental" of the Caltrans Standard Specifications, which subsection 9-1.03A(3) is made a part of this Contract, plus a fixed markup of 10% of such equipment rates, which, together with the equipment rates as described in this provision will constitute full and complete compensation for all overhead, profit, incidentals, and any and all other direct or indirect expenses associated with furnishing all equipment for the Work.

9. Unless approved in writing in accordance with provision 4-1.02 of this Contract in advance of performance of the Work, any and all other cost impacts (including, but not limited to profit, bond premiums or fees, insurance premiums or fees, superintendent labor, clerical expenses, home office expenses, Work site office expenses, utility costs, permit costs, and licensing costs) involving items for which the Contract Documents do not specify prices, and for which no lump sum amount has been approved by the City, ECOPYwill constitute incidentals, full compensation for which will be deemed included in the markups for labor, material, and equipment specified above, and no additional compensation for such cost impacts will be allowed.

4-1.06 Liability Under Unapproved Change Orders. The Contractor will be solely responsible for any and all losses, costs, or liabilities of any kind incurred by the

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Contractor, any subcontractor engaged in the performance of the Work, any party supplying material or equipment for the Work or any third party that are incurred pursuant to Contractor-proposed change orders prior to issuance of an approved change order executed in accordance with this Section 4. The Contractor will have all of the obligations and the City will have all of the rights and remedies that are specified in Section 11 concerning any work or resulting losses, costs, or liabilities pursuant to a Contractor proposed change order before issuance of an approved change order executed in accordance with this Section 4.

4-1.07 Changes Subject to Contract Documents. Any changes in the Work and/or the Contract Documents pursuant to change orders and any other amendments issued in accordance with the Contract Documents, including this Section 4, will in all respects be subject to all provisions of the Contract Documents, including, but not limited to, the Technical Specifications and the Project Plans, except as modified by such change orders or amendments.

4-1.08 Change Order Disputes.

a. Disputed City-Directed Change Orders. If the Contractor disputes a City directed change order following a reasonable effort by the City and the Contractor to resolve the dispute including, at a minimum, a meeting between appropriate representatives of the Contractor and the City, the Contractor must commence performing the Work consistent with the disputed change order within five (5) working days of the last meeting between representatives of the Contractor and the City to resolve the dispute, or within the time specified in the disputed City directed change order, whichever is later. In performing Work consistent with a disputed City-directed change order pursuant to this provision the Contractor will have all of the Contractor’s rights concerning claims pursuant to the Contract Documents and applicable law.

b. Disputed Contractor Proposed Change Orders. If the City disputes a Contractor proposed change order, the City and the Contractor will use reasonable efforts to resolve the dispute including, at a minimum, holding a meeting between appropriate representatives of the Contractor and the City. Regardless of and throughout any such efforts to resolve the dispute the Contractor must continue performing the Work irrespective of and unmodified by the disputed change order. In continuing to perform the Work, the Contractor will retain all of the Contractor’s rights under contract or law pertaining to resolution of disputes and protests between contracting parties. Disputes between the City and the Contractor concerning any Contractor- proposed change order or other amendment do not excuse the Contractor’s obligation to perform the Work in accordance with the Contract Documents excluding such Contractor-proposed change order or other amendment by the Time for Completion or waive any other Project milestone or other requirement of the Contract Documents. ECOPY

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SECTION 5 Trenching and Utilities

5-1.01 Excavation More Than Four Feet Deep. In accordance with California Public Contract Code Section 7104, if the Work involves excavation more than four feet deep the Contractor must promptly notify the City in writing before disturbing: any material that the Contractor believes may be hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II or Class III disposal site in accordance with provisions of existing law; any subsurface or latent physical conditions at the Work site differing from those indicated; or any unknown physical conditions at the Work site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents. The City will promptly investigate any such conditions for which notice is given. If the City finds that the conditions do materially differ, or involve hazardous waste, and would cause a decrease or increase in the cost or time of performance of the Work, the City will issue a change order pursuant to Section 4 of these General Provisions. If a dispute arises between the City and the Contractor concerning whether the conditions materially differ, or involve hazardous waste, or cause a decrease of increase in the cost or time of performance, the Contractor will not be excused from any completion date provided in the Contract Documents, but will proceed with all Work to be performed. The Contractor will retain all rights under contract or law pertaining to resolution of disputes and protests between contracting parties.

5-1.02 Excavation of Five Feet or More. In accordance with California Labor Code Section 6705, contractors performing contracts exceeding $25,000 in cost and involving excavation five or more feet deep must submit for the City’s acceptance, prior to excavation, a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during excavation. If the plan varies from the shoring system standards, it must be prepared by a registered civil or structural engineer.

5-1.03 Utility Relocation Costs.

a. In accordance with California Government Code Section 4215, the City assumes the responsibility for the timely removal, relocation or protection of existing main or trunk line utility facilities located on the Work site if such utilities are not identified by the City in the Technical Specifications and/or Project Plans. The City will compensate the Contractor for the costs of locating, repairing damage not due to the Contractor’s failure to exercise reasonable care, and removing or relocating existing main or trunk line utility facilities located at the Work site and not identified with reasonable accuracy in the Technical Specifications and/or Project Plans. The City will also compensate the Contractor for the cost of equipment on the Project necessarily idled during such work. The Contractor will not be assessed liquidated damages for Work completion delays caused by the City’s failure to provide for removal or relocation of such main or trunk line utility facilities.

b. NothingECOPY in this provision or the Contract Documents will be deemed to require the City to indicate the presence of existing service laterals or appurtenances whenever the presence of such utilities on the Work site can be inferred from the presence of other visible facilities, such as buildings, meter and junction boxes, cleanouts, on or adjacent to the Work site; provided, however, that nothing in this provision or the Contract Documents will relieve the City from identifying main or trunk lines in the Technical Specifications and/or Project Plans.

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c. Nothing in this provision or the Contract Documents will preclude the City from pursuing any appropriate remedy against the utility for delays, which are the responsibility of the utility.

d. Nothing in this provision or the Contract Documents will be construed to relieve the utility from any obligation as required either by law or by contract to pay the cost of removal or relocation of existing utility facilities.

e. If the Contractor while performing the Work discovers utility facilities not identified by the City in the Technical Specifications and/or Project Plans, the Contractor must immediately notify the City and utility in writing.

f. Either the City or the utility, whichever owns existing main or trunk line utility facilities located on the Work site, will have sole discretion to effect repairs or relocation work or to permit the Contractor to perform such repairs or relocation work at a reasonable price.

5-1.04 Protection of Existing Facilities and Property.

The Contractor must notify Underground Service Alert (USA) for marking the locations of existing underground facilities.

Subject to Section 5 of the General Provisions, the Contractor must take all necessary measures to avoid injury to existing surface and underground utility facilities in and near the Work site. Subject to Section 5 of the General Provisions, no error or omission of utility markouts will be construed to relieve the Contractor from his responsibility to protect all underground pipes, conduits, cables or other structures affected by the work.

The existing underground facilities in the area of Work may include telephone, television and electrical cables, gas mains, water mains, sewer pipe and drainage pipe. The various utility companies must be notified before trenching begins and at such other times as required to protect their facilities. Subject to Section 5 of the General Provisions, all underground facilities must be located and exposed ahead of trenching to prevent damage to the facilities, and to determine the depth and character of all facilities that cross or infringe on the trench prism. The Contractor must immediately notify the Engineer of any facilities found. If damage should occur to the existing facilities, the utility company and the City must be notified immediately and, subject to Section 5 of the General Provisions, repairs acceptable to the utility company must be made at the Contractor’s expense.

The Project Plans show the underground utilities on the site of the construction insofar as they are known to the City. The drawings may not show facilities apparent from visual inspection of the site or service laterals or appurtenances, the existence of which can be inferred from the presence of other visible facilities such as buildings, meters, junction boxes,ECOPY etc. on or adjacent to the construction site.

If in the performance of the Work an existing utility is encountered that is not shown on the Project Plans and is not apparent or inferable from visual inspection of the Work site, the Inspector must be notified immediately. The Engineer will determine, subject to Section 5 of the General Provisions, whether the Project Plans or Technical

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Specifications should be modified, or whether the existing utility should be relocated or whether the Contractor must work around the existing utility. Subject to Section 5 of the General Provisions, the Contractor must replace, at his or her own expense, in as good condition as they were prior to the start of construction, all existing improvements and surroundings damaged by his or her operation. Reconstruction of all existing improvements must conform to City of Healdsburg Public Works Standard Specifications and Details under the direction of and subject to the acceptance by the Engineer.

Subject to Section 5 of the General Provisions, should the Contractor fail to take adequate measures to avoid injury or damage to the facilities described above, the City may take any actions necessary to protect such facilities from the Contractor’s operations. Subject to Section 5 of the General Provisions, the City may withhold the cost of injury to existing surface and underground utility facilities in and near the Work site from amounts due or that may become due the Contractor.

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SECTION 6 Project Facilities

6-1.01 Work Site Offices. Any Work site office facilities used by the Contractor and/or its privities must conform to all applicable codes, ordinances and regulations. The cost of such Work site office facilities will be paid from and included in the Contract Price.

6-1.02 City Rights of Access and Ownership. The City and its authorized representatives will at all reasonable times while such office facilities are located at the Work site (including, at a minimum, all times during which the Work is performed), have access to any such Work site office facilities used by the Contractor and/or its privities. With respect to the right of access of the City and its authorized representatives, neither the Contractor nor its privities will have a reasonable expectation of privacy pursuant to the Fourth Amendment to the Unites States Constitution or other applicable law concerning such Work site office facilities used by the Contractor and/or its privities. Without exception, any and all Project related materials located at such Work site facilities will be deemed at all times to be City property subject to inspection and copying by the City and its authorized representatives at all reasonable times while such facilities are located at the Work site (including, at a minimum, all times during which the Work is performed). Any interference by the Contractor or its privities with the City’s rights of access and/or ownership pursuant to this Section 6 will constitute a material breach of the Contract subject to any and all remedies available pursuant to the Contract Documents and at law and equity.

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SECTION 7 Prosecution and Progress of the Work

7-1.01 Liquidated Damages. For the purposes of this Contract time is of the essence. The City and the Contractor agree that it will be difficult and/or impossible to determine the actual damage which the City will sustain in the event of the Contractor’s failure to fully perform the Work or to fully perform all of the Contractor’s obligations that have accrued pursuant to the Contract by the Time for Completion. Accordingly, the City and the Contractor agree in accordance with California Government Code Section 53069.85 that the Contractor will forfeit and pay to the City liquidated damages in the sum of $500 per day for each and every calendar day completion of the Work and/or performance of all of the Contractor’s obligations that have accrued pursuant to the Contract is delayed beyond the Time for Completion. The City and the Contractor further agree in accordance with California Government Code Section 53069.85 that the liquidated damages sum specified in this provision is not manifestly unreasonable under the circumstances existing at the time the Contract was made, and that the City may deduct liquidated damages sums in accordance with this provision from any payments due or that may become due the Contractor under the Contract.

7-1.02 No Damage for Avoidable Delays. All delays in the Work that might have been avoided by the exercise of care, prudence, foresight and diligence of the Contractor or any privities of the Contractor will be deemed avoidable delays. Delays in the Work that may be unavoidable but that do not necessarily affect other portions of the Work or prevent completion of all Work within the Time for Completion, including, but not limited to, reasonable delays in Engineer approval of shop drawings, placement of construction survey stakes, measurements and inspection, and such interruption as may occur in prosecution of the Work due to reasonable interference of other contractors of the City, will be deemed avoidable delays. The Contractor will not be awarded a change in the Project schedule, the Time for Completion, and/or additional compensation in excess of the contract price for avoidable delays.

7-1.03 Unavoidable Delays. All delays in the Work that result from causes beyond the control of the Contractor and that the Contractor could not have avoided through exercise of care, prudence, foresight, and diligence will be deemed unavoidable delays. Orders issued by the City changing the amount of Work to be done, the quantity of materials to be furnished, or the manner in which the work is to be prosecuted, and unforeseen delays in the prosecution of the Work due to causes beyond the Contractor’s control, such as strikes, lockouts, labor disturbances, fires, epidemics, earthquakes, acts of God, neglect by utility owners or other contractors that are not privities of the Contractor will be deemed unavoidable delays to the extent they actually delay the Contractor’s completion of the Work. The Contractor will be awarded a change in the Project schedule, the Time for Completion, and/or additional compensation in excess of the contract price for unavoidable delays to the extent such delays actually delay the Contractor’s completion of the Work and/or result in the Contractor incurring additional costs in excess of the Contract Price.

Delay due to normal, adverse weather conditions will not be deemed unavoidable. The ContractorECOPY should understand that normal adverse weather conditions are to be expected and plan the Work accordingly, such as by incorporating into the Project schedule normal, adverse weather delays as reflected in historical data of the National Oceanic and Atmospheric Administration of the U.S. Department of Commerce for the weather station most applicable to the Work site.

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7-1.04 No Damage for Contractor Caused Delay. Contractor will not be entitled to additional compensation for extended field or home office overhead, field supervision, costs of capital, interest, escalation charges, acceleration costs or other impacts for any delays to the extent such delays are caused by the failure of the Contractor or any subcontractor or other entity engaged in performance of the Work to perform the Work in accordance with the Contract Documents.

7-1.05 No Damage for Delay Not Caused By the City, Delay Contemplated by the Parties, or other Reasonable Delay. Contractor will not be entitled to damages for delay to the Work caused by the following, which the City and Contractor agree will be deemed for purposes of California Public Contract Code Section 7102 either not caused by the City, and/or within the contemplation of the City and the Contractor, and/or reasonable under the circumstances:

a. Exercise of the City’s right to sequence the Work in a manner that would avoid disruption to the City and other contractors based on: the failure of the Contractor or any subcontractor or other entity engaged in the performance of the Work to perform the Work in accordance with the Contract Documents, enforcement by the City or any other governmental agency of competent jurisdiction of any government act or regulation, or enforcement by the City of any provisions of the Contract.

b. Requests for clarification or information concerning the Contract Documents or proposed change orders or modifications to the Contract Documents, including extensive and/or numerous such requests for clarification or information or proposed change orders or modifications, provided such clarifications or information or proposed change orders or modifications are processed by the City or its representatives in a reasonable time in accordance with the Contract Documents.

7-1.06 Delays Caused by the City and/or It’s Privities. Delay caused by the City and/or other contractors of the City will be deemed unavoidable delays. Either the City or the Contractor may propose a change in the Time for Completion and/or the Project schedule for delays that are purported to be caused by the City and/or its privities and that are not reasonable under the circumstances involved and/or that are not within the contemplation of the City and the Contractor. Such proposed changes in the Time for Completion will constitute change order proposals subject to Section 4. In accordance with Section 4, the City and the Contractor may agree upon pricing for the cost impacts, if any, resulting from such delays. If such pricing and/or changes in the Time for Completion and/or the Project schedule are in anticipation of impacts that may, but have not yet occurred, the City will be obligated to pay the Contractor for such anticipated impacts or to award a change in the Time for Completion and/or the Project schedule in accordance with the Contract and any applicable, approved change orders only to the extent the Contractor actually incurs the anticipated impacts. Notwithstanding anything to the contrary in Section 4, the City and the Contractor may agree to a daily rate or cap or lump sum that will apply to the cost impacts, if any, resulting from delay purportedly caused by the City and/or its privities subject to this provision. However, if such daily rate or cap or lump sum is in anticipation of cost impacts that have not yet occurred, the City will beECOPY obligated to pay such daily rate or cap or lump sum only to the extent the Contractor actually incurs such cost impacts.

7-1.07 Delay Claims. Whenever the Contractor claims a delay for which the Time for Completion may be extended, the Contractor must request an extension of time within five (5) days of the start of the delay. The request must be in writing and describe in detail the cause for the delay, and, if possible, the foreseeable extent of the delay.

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7-1.08 Contractor Coordination of the Work.

a. The City reserves the right to do other work in connection with or in the vicinity of the Project by contract or otherwise, and Contractor must at all times conduct the Work so as to impose no hardship on the City, others engaged in the Work or other contractors working at the Work site. The Contractor will adjust, correct and coordinate the Work with the work of others so that no delays result in the Work or other work at or near the Work site.

b. If any part of the Work depends for proper execution or results upon the work of the City or any other contractor, the Contractor will, before proceeding with such Work, promptly report to the City any apparent discrepancies or defects in such other Work. Failure of the Contractor to promptly report any apparent discrepancy or defect will be deemed an acceptance of the City’s or other contractor's Work as fit and proper.

c. The Contractor will anticipate the relations of the various trades to the progress of the Work and will ensure that required anchorage or blocking is furnished and set at proper times. Anchorage and blocking necessary for each trade will be part of the Work except where stated otherwise.

d. The Contractor will provide proper facilities at all times for access of the City, the Engineer, Architect, and other authorized City representatives to conveniently examine and inspect the Work.

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SECTION 8 Contractor Responsibilities

8-1.01 Eligibility. By executing the Contract, the Contractor certifies that the Contractor is not ineligible to perform work on public works projects pursuant to California Labor Code Sections 1777.1 or 1777.7. In accordance with California Public Contract Code Section 6109(a), contractors who are ineligible to perform work on public works projects pursuant to California Labor Code Sections 1777.1 or 1777.7 may neither bid on, be awarded or perform the Work. To the full extent permitted by law the Contractor will hold harmless, indemnify and defend the City from and against any and all damages, costs, and liability arising from or as a consequence of any violation of Public Contract Code Section 6109.

8-1.02 Supervision of the Work. The Contractor will be solely responsible for the performance of the Work, including portions of the Work to be performed by subcontractors. The Contractor is charged with ensuring that all orders or instructions from the City, Engineer or Architect are disseminated to and followed by all subcontractors engaged in performance of the Work. The Contractor will supervise the Work using the Contractor’s best skill and attention. At any time during the progress of the Work, the City, the Engineer, or the Architect may require the Contractor and/or subcontractors engaged in performance of the Work to attend a Project meeting and the Contractor will attend, and ensure the attendance of any subcontractors whose attendance is required by the City and/or advisable in light of the matters to be addressed at the meeting.

8-1.03 Contractor's Superintendent. The Contractor will keep on the Work, throughout its progress, a competent superintendent and any necessary assistants, all satisfactory to the City. The superintendent may not be changed without the consent of the City. The superintendent will represent the Contractor and all directions given by the City to the superintendent will bind the Contractor in accordance with the Contract. Superintendent time included in Contractor’s completed bid schedule and/or in approved change orders, if any, must be included in Contractor’s approved overhead rate and may not be charged as a direct cost.

8-1.04 Competent Employees. The Contractor must at all times enforce strict discipline and good order among the Contractor’s employees and may not employ on the Work any unfit person or anyone not skilled in the Work assigned, or anyone incompetent or unfit for the duties of that person. When the City determines that a Contractor employee does not satisfy the requirements of this provision, upon notice from the City, the Contractor must ensure that employee performs no further Work and is no longer present at the Work site. Any such Contractor employee may not again be employed on the Work without City approval.

8-1.05 Items Necessary for Proper Completion of the Work. Except as otherwise noted in the Contract Documents, the Contractor will provide and pay for all labor, materials, equipment, permits, fees, licenses, facilities and services necessary for the proper execution and timely completion of the Work in accordance with the Contract Documents. ECOPY 8-1.06 Subcontracting.

a. . For the purposes of determining the value of work to be performed by the Contractor pursuant to this provision, materials, equipment, incidentals, etc., shall be considered to have been purchased by the contractor or subcontractor that is to

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install them. Where a portion of an item is subcontracted, the value of work subcontracted will be based on the estimated cost of such portion of the subcontracted item, as determined from information submitted by the Contractor, subject to approval by the Engineer.

b. By executing the Contract, the Contractor certifies that no subcontractor included on the list of proposed subcontractors submitted with the Contractor’s bid is ineligible to perform work on public works projects pursuant to California Labor Code Sections 1777.1 or 1777.7. In accordance with California Public Contract Code Section 6109(a), subcontractors who are ineligible to perform work on public works projects pursuant to California Labor Code Sections 1777.1 or 1777.7 may neither bid on, be awarded or perform as a subcontractor on the Work. In accordance with California Public Contract Code Section 6109(b), any contract on a public works project entered into between a contractor and a debarred subcontractor is void as a matter of law. The Contractor will ensure that no debarred subcontractor receives any public money for performing the Work, and any public money that may have been paid to a debarred subcontractor for the Work is returned to the City. The Contractor will be responsible for payment of wages to workers of a debarred subcontractor who has been allowed to perform the Work.

c. The Contract and the performance of the Work are subject to the requirements of the Subletting and Subcontracting Fair Practices Act codified at California Public Contract Code Section 4100 and following. If the Contractor fails to specify a subcontractor or specifies more than one subcontractor for the same portion of the Work in excess of one-half of 1 percent of the Contractor’s total bid, the Contractor agrees that the Contractor is fully qualified to perform that portion of the Work with the Contractor’s own forces, and that the Contractor will perform that portion of the Work with the Contractor’s own forces. If after award of the Contract the Contractor subcontracts, except as provided for in California Public Contract Code Sections 4107 or 4109, any such portion of the Work, the Contractor will be subject to the penalties set forth in California Public Contract Code Sections 4110 and 4111, including cancellation of the Contract, assessment of a penalty of up to 10 percent of the amount of the subcontract, and disciplinary action by the Contractors State License Board.

d. No contractual relationship exists between the City and any subcontractor engaged in performance of the Work.

e. Incorporation of Contract Documents. Contractor agrees to include with all subcontractors in their subcontract the same requirements and provisions of this Contract including the indemnity and insurance requirements to the extent they apply to the scope of the Subcontractor’s work. Subcontractors hired by Contractor agree to be bound to Contractor and City in the same manner and to the same extent as Contractor is bound to City under the Contract Documents. Subcontractor further agrees to include these same provisions with any sub-subcontractor. A copy of the City’s Contract Document indemnity and insurance provisions will be furnished to the subcontractor upon request. The Contractor shall require all sub-contractors to provideECOPY a valid certificate of insurance and the required endorsements included in the agreement prior to commencement of any work and contractor will provide proof of compliance to the City. The Contractor will be solely responsible for any delay or additional costs incurred as a result of its failure to provide adequate or accurate Project information to a subcontractor that results in improper submittals and/or Work, or time or other impacts. The Contractor will have all of the obligations and

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the City will have all of the remedies that are specified in Section 11 concerning any delay or additional costs incurred due to failure of the Contractor to provide adequate and accurate Project information to subcontractors.

f. Coordination of Subcontract Work: The Contractor is responsible for scheduling the Work of subcontractors so as to avoid delay or injury to either Work or materials.

g. Subcontractor agrees to be bound to Contractor and City in the same manner and to the same extent as Contractor is bound to City under the Contract Documents. Subcontractor further agrees to include the same requirements and provisions of this agreement, including the indemnity and Insurance requirements, with any sub- subcontractor to the extent they apply to the scope of the sub-subcontractor’s work. A copy of the City’s Contract Document indemnity and insurance provisions will be furnished to the Subcontractor upon request.

8-1.07 Insurance.

a. All required insurance must be provided in the form of “occurrence”-type policies underwritten by admitted insurers in the State of California with a rating of A or better from the current year Best Rating Guide. All policies must be issued at the expense of the Contractor and must be maintained at the Contractor’s expense throughout the performance of the Work. Contractor shall maintain insurance as required by this contract to the fullest amount allowed by law and shall maintain insurance for a minimum of 2- years following the completion of this project. In the event contractor fails to obtain or maintain completed operations coverage as required by this Contract, the City at its sole discretion may purchase the coverage required and the cost will be paid by Contractor.

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throughout the performance of the Work, and beyond as applicable, the following kinds and amounts of insurance:

1. The minimum limits of the Commercial General Liability (including bodily injury, personal injury and property damage) insurance shall be: $2,000,000 per occurrence $2,000,000 aggregate

If the work to be performed involves any excavation, the policy shall include an endorsement that affords coverage for explosion, collapse and underground hazards.

2. If the work to be performed involves vehicles or vehicular equipment, the Automobile insurance limit shall be: $2,000,000 per accident for bodily injury and property damage

3. Automobile coverage should be at least as broad as Insurance Services Automobile Liability form CA 0001 Code 1 (“any auto”). No endorsement may be attached limiting the coverage. If coverage provided is anything less than ‘any auto’ additional information, such as schedule of covered autos or proof of personal auto liability coverage, may be required by the City.

4. Worker’s Compensation Insurance. Proof of Workers Compensation and Employers Liability insurance as required by any applicable law, regulation or statute, including the provisions of Division IV of the Labor Code of the State of California, and any act or acts amending it. Worker's compensation insurance must be for Statutory Limits and must cover the full liability of the Contractor. The Contractor’s Employer’s Liability Insurance must be in an amount no less than $1,000,000.00 per occurrence. The workers’ compensation policy must be endorsed with a waiver of subrogation. The insurance company, in its endorsement, must agree to waive all rights of subrogation against the City, its officers, officials, employees, agents and volunteers for losses paid under the terms of such policy.

f. Additional Requirements

i. Endorsements must add the City, its officials, officers, employees, agents and volunteers as an additional insured (“Additional Insured”). Examples of City approved insurance forms are included in this package If the Contractor provides policy pages or broad forms of endorsement the insurance carrier will be asked to sign, initial and date all applicable ECOPYsections of the document which conveys coverage to the City.

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(1) the minimum coverage and limits specified in this Agreement; or (2) the broader coverage and maximum limits of coverage of any Insurance policy or proceeds available to the name insured; which ever greater.

iii. iii. The Additional Insured coverage under the Contractor’s policy shall be “primary and non-contributory” and Contractor will not seek contribution from the City of Healdsburg’s insurance or self-insurance and shall be at iv. least as broad as CG 20 01 04 13.

v. If an Umbrella or Excess Policy is used to satisfy the requirements, than an email or language stating such on the certificate must be provided from the insurance carrier/broker and that Umbrella/Excess Policy ‘follows form’ or is ‘continuous’ to the General liability and/ Auto liability policy in addition to the required endorsement.

vi. The City will provide examples of approved standard and preferred forms of endorsements If the Contractor’s insurance carrier chooses to use forms other than the City’s approved forms , such forms shall be subject to the prior approval of the City. If the Contractor provides policy pages instead of an endorsement the insurance agent/broker will be asked to sign, initial and date all applicable sections of the policy that meet the City’s insurance requirements.

Contractor's failure to provide insurance certificates and endorsement forms that are acceptable to the City within ten (10) days of notice of award of contract shall: i. constitute a failure to complete the "Contract Documents Checklist" as described page 39. (ii) entitle the City to rescind any contract award (iii) result in a forfeiture of Contractor's bid bond or other form of bid security. ECOPY h. Contractor must continue to provide approved forms of insurance certificates, declarations page(s) and endorsements that meet the requirements of Section 8-1.07 of the Contract Documents for 2 years following recordation of a Notice of Completion or other form of notice of project completion provided by City.

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CITY APPROVED STANDARD CERTIFICATE FORM CERTIFICATE OF INSURANCE ISSUE DATE (MM/DD/YYYY) CITY OF HEALDSBURG (the "City")

PRODUCER THIS CERTIFICATE OF INSURANCE IS NOT AN INSURANCE POLICY AND DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COM P ANIES BEST'S RATING COMPANY LETTER A______INSURED B______C______D______E______

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAM ED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREM ENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUM ENT WITH RESPECT TO WHICH THIS CERTIFICATE M AY BE ISSUED OR M AY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERM S, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIM ITS SHOWN M AY HAVE BEEN REDUCED BY PAID CLAIM S.

POLICY CO POLICY EFFECTIVE DATE EX PIRA TION TYPE OF INSURANCE POLICY NUM BER LTR (MM/DD/YYYY) DATE (MM/DD/YYYY) ALL LIM ITS IN THOUSANDS

GENERAL LIABILITY GENERAL AGGREGATE $

COM M ERCIAL GENERAL LIABILITY PRODUCTS-COM P/ OPS AGGREGATE$  CLAIM S M ADE  OCCUR. PERSONAL & ADVERTISING INJURY $  OWNER'S & CONTRACTOR'S PROT. EACH OCCURRENCE $  OTHER ______FIRE DAM AGE (ANY ONE FIRE) $ M EDICAL EXPENSE (Any One Person) $

AUTOMOBILE LIABILITY COMBINED SINGLE LIM IT $  ANY AUTO BODILY INJURY (PER PERSON)  ALL OWNED AUTOS $  SCHEDULED A UTOS BODILY INJURY (PER ACCIDENT)  HIRED AUTOS $  NON-OWNED AUTOS PROPERTY DAM AGE  GARAGE LIABILITY $ EXCESS LIABILITY  UM BRELLA EACH OCCURRENCE $  OTHER THAN UM BRELLA FORM AGGREGATE $

| STA TUTORY $  WORKER'S COM PENSATION & EACH ACCIDENT $ EM PLOY ER'S LIAB ILITY DISEASE-POLICY LIM IT $

DISEASE-EACH EM PLOYEE $ PROPERTY INSURANCE AM OUNT OF INSURANCE $  COURSE OF CONSTRUCTION DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / RESTRICTIONS / SPECIAL ITEM S

THE FOLLOWING PROVISIONS APPLY: 1. None of the above-described policies will be canceled until after 30 days' written notice has been given to the City at the address indicated below. 2. The City, its officials, officers,ECOPY employees, volunteers and agents are added as insureds on all liability CERTIFICATE HOLDER / ADDITIONAL INSURED AUTHORIZED REPRESENTATIVE CITY OF HEALDSBURG SIGNA TURE 401 GROVE STREET HEALDSBURG, CA 95448 TITLE

PHONE NO.

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CITY APPROVED PREFERRED CERTIFICATE FORM

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CITY APPROVED STANDARD ENDORSEMENT FORM

INSURER ISO FORM CG 20 26 11 85 (MODIFIED) POLICY NO. COM M ERCIAL GENERAL LIABILITY ENDORSEM ENT NO: EXHIBIT 1- C

THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY ADDITIONAL INSURED - DESIGNATED PERSON OR ORGANIZATION

This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART.

SCHEDULE

Name of Person or Organization:

(If no entry appears above, the information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement).

WHO IS INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule as an insured but only with respect to liability arising out of your operations or premises owned or rented to you.

Modifications to ISO for CG 20 26 11 85: 1) "Operation" includes the named insured's products.

2) The insured scheduled above incudes the Insured's officers, officials, employees, volunteers and agents.

3) This insurance shall be primary as respects the insured shown in the schedule above, or if excess, shall stand in an unbroken chain of coverage excess of the Named Insured's scheduled underlying primary coverage. In either event, any other insurance maintained by the Insured scheduled above shall be in excess of this insurance and shall not be called upon to contribute with it.

4) The insurance afforded by this policy shall not be canceled except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the Agency.

Signature - Authorized Representative ECOPYAddress

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CITY APPROVED STANDARD ENDORSEMENT FORM

AUTOMOBILE LIABILITY SPECIAL ENDORSEMENT

For the City of Healdsburg ENDORSEMENT NO. ISSUE DATE (DD/MM/YYYY) PRODUCER POLICY INFORMATION Insurance Company: Policy No: Policy Period: (from) (to) LOSS ADJUSTMENT EXPENSE  Included in Limits In Addition to Limits Deductible Self-Insured Retention (check which) of $ ______Telephone   NAMED INSURED APPLICABILITY. This insurance pertains to the operation and/or tenancy of the named insured under all written agreements and permits in force with the Cityunless checked here p in which case only the following specific agreements and permits with the Cityare covered:

CityAGREEMENTS / PERMITS

TYPE OF INSURANCE OTHER PROVISIONS  COMMERCIAL AUTO POLICY  BUSINESS AUTO POLICY  OTHER______

LIMIT OF LIABILITY CLAIMS: Underwriter's representative for claims pursuant to this insurance. Name:______$______per accident, for bodily injury Address:______and property damage. Telephone: (______)______In consideration of the premium charged and notwithstanding any inconsistent statement in the policy to which this endorsement is attached or any endorsement now or hereafter attached thereto, it is agreed as follows: 2. CONTRIBUTION NOT REQUIRED. As respects work performed by the Named Insured for or on behalf of the City the insurance afforded by this policy shall: (a) be primary insurance as respects the City, its officers, officials, employees, volunteers and agents; or (b) stand in an unbroken chain of coverage excess of the Named Insured's primary coverage. Any insurance or self-insurance maintained by the City its officers, officials, employees, volunteers and agents shall be excess of the Named Insured's insurance and not contribute with it. 3. CANCELLATION NOTICE. With respect to the interests of the City this insurance shall not be cancelled, except after thirty (30) days prior written notice by receipted delivery has been given to the City

4. SCOPE OF COVERAGE. This policy affords coverage at least as broad as: (1) If primary, Insurances Services Office form number CA0001 (Ed.1/87), Code 1 ("any auto"); or (2) If excess, affords coverage which is at least as broad as the primary insurance forms referenced in the preceding section (1).

Except as stated above nothing herein shall be held to waive, alter or extend any of the limits, conditions, agreements or exclusions of the policy to which this endorsement is attached.

ENDORSEMENT HOLDER AUTHORIZED REPRESENTATIVE  Broker / Agent  Underwriter  ______

THE CITY OF HEALDSBURG I ______(print / type name), warrant 401 GROVE STREET that I have authority to bind the above-mentioned insurance company and by my signature hereon HEALDSBURG, CA 95448 do so bind this company to this endorsement. ECOPYSignature ______Telephone ( ) Date Signed ______

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CITY APPROVED STANDARD ENDORSEMENT FORM

WORKER'S COMPENSATION AND EMPLOYER'S LIABILITY SPECIAL ENDORSEMENT

For The City of Healdsburg (the City) ENDORSEMENT NO. ISSUE DATE (DD/MM/YYYY)

PRODUCER POLICY INFORMATION

Insurance Company

Policy No:

Telephone Policy Period: (from) (to) NAMED INSURED OTHER PROVISIONS

CLAIMS: Underwriter's representative for claims pursuant to this insurance. EMPLOYERS LIABILITY LIMITS

Name:______$______(Each Accident)

Address:______$______(Disease - Policy Limit)

______$______(Disease - Each Employee)

Telephone: (______)______

In consideration of the premium charged and notw ithstanding any inconsistent statement in the policy to w hich this endorsement is attached or any endorsement now or hereafter attached thereto, it is agreed as follow s: 1. CANCELLATION NOTICE. This insurance shall not be cancelled, except after thirty (30) days prior w ritten notice by receipted delivery has been given to the City. 2. WAIVER OF SUBROGATION. This Insurance Company agrees to w aive all rights of subrogation against the City, its officers, officials, employees, volunteers and agents for losses paid under the terms of this policy w hich arise from the w ork performed by the Named Insured for the City. Except as stated above nothing herein shall be held to w aive, alter or extend any of the limits conditions, agreements or exclusions of the policy to w hich this endorsement is attached.

ENDORSEMENT HOLDER AUTHORIZED REPRESENTATIVE: __ Broker / Agent __ Underw riter ______

CITY OF HEALDSBURG I ______(print / type name), 401 GROVE STREET w arrant that I have authority to bind the above-mentioned insurance company HEALDSBURG CA, 95448 and by my signature hereon do so bind this company to this endorsement.

Signature ______ECOPY (original signature required) Telephone ( ) Date Signed ______

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CITY APPROVED PREFERRED ENDORSEMENT FORM

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8-1.09 Indemnities

a. The Contractor will take all responsibility for the Work, and will bear all losses and damages directly or indirectly resulting to the Contractor, any subcontractors engaged in performance of the Work, the City, its officials, officers, employees, agents, volunteers and consultants, and to third parties on account of the performance or character of the Work, unforeseen difficulties, accidents, or occurrences of other causes predicated on active or passive negligence of the Contractor or of any subcontractor engaged in performance of the Work. To the fullest extent permitted by law the Contractor will indemnify, defend and hold harmless the City, its officials, officers, employees, agents, volunteers and consultants from and against any or all loss, liability, expense, claims, costs (including costs of defense), suits, and damages of every kind, nature and description (including, but not limited to, penalties resulting from exposure to hazards in violation of the California Labor Code) directly or indirectly arising from the performance of the Work (“Claims”). The Contractor's responsibility for such defense and indemnity obligations shall survive the termination or completion of this agreement for the full period of time allowed by law.

d. The defense and indemnification obligations in this Contract are undertaken in addition to, and shall not in any way be limited by the insurance obligations contained in this Agreement. Sections 8-1.08 or 8-1.09. The Contractor will defend, with legal counsel reasonably acceptable to the City, any action or actions filed in connection with any Claims and will pay all related costs and expenses, including attorney's fees incurred. The Contractor will promptly pay any judgment rendered against the City, its officials, officers, employees, agents, volunteers or consultants for any Claims. In the event the City, its officials, officers, employees, agents, volunteers or consultants is made a party to any actionECOPY or proceeding filed or prosecuted against Contractor for any Claims, Contractor agrees to pay the City, its officials, officers, employees, agents, volunteers and consultants any and all costs and expenses incurred in such action or proceeding, including but not limited to, reasonable attorneys' fees.

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f. The Contractor will indemnify, hold harmless and defend with legal counsel reasonably acceptable to the City the City and its officials, officers, employees, agents and volunteers from and against any and all Claims, including any fines or other penalties, related to failure of the Contractor and/or privities or agents of the Contractor to comply with the requirements of the General Permit, or to implement the SWPPP in accordance with provision 12-1.04 of the Contract. The City may withhold from amounts due or that may become due the Contractor under this Contract amounts that equal or are estimated to equal the amount of Claims, including fines, resulting from failure of the Contractor and/or privities or agents of the Contractor to comply with the requirements of the General Permit, or to implement the SWPPP in accordance with provision 12-1.04 of the Contract.

i. The defense and indemnification obligations of this Contract are undertaken in addition to, and shall not in any way be limited by, the insurance obligations contained in this Contract.

8-1.10 Licenses/Permits. The Contractor must, without additional expense to the City, obtain all licenses, permits and other approvals required for the performance of the Work. This would include a valid City Business license.

8-1.11 California Labor Code Requirements.

a. In accordance with California Labor Code Section 1810, eight (8) hours of labor in performance of the Work will constitute a legal day’s work under the Contract. ECOPY b. In accordance with California Labor Code Section 1811, the time of service of any worker employed in performance of the Work is limited to eight hours during any one calendar day, and forty hours during any one calendar week, except in accordance with California Labor Code Section 1815, which provides that work in excess of eight hours during any one calendar day and forty hours during any one calendar week is permitted

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upon compensation for all hours worked in excess of eight hours during any one calendar day and forty hours during any one calendar week at not less than one-and- one-half times the basic rate of pay.

c. The Contractor and its subcontractors will forfeit as a penalty to the City $25 for each worker employed in the performance of the Work for each calendar day during which the worker is required or permitted to work more than eight (8) hours in any one calendar day, or more than forty (40) hours in any one calendar week, in violation of the provisions of California Labor Code Section 1810 et seq.

d. In accordance with California Labor Code Section 1773.2, the City has determined the general prevailing wages in the locality in which the Work is to be performed for each craft or type of work needed to be as published by the State of California Department of Industrial Relations, Division of Labor Statistics and Research, a copy of which is on file in the Public Works Department and will be made available on request. The Contractor and subcontractors engaged in the performance of the Work must pay no less than these rates to all persons engaged in performance of the Work.

e. In accordance with California Labor Code Section 1775, the Contractor and any subcontractors engaged in performance of the Work must comply Labor Code Section 1775 which establishes a penalty of up to $50 per day for each worker engaged in the performance of the Work that the Contractor or any subcontractor pays less than the specified prevailing wage. The amount of such penalty will be determined by the Labor Commissioner. The Contractor or subcontractor must pay the difference between the prevailing wage rates and the amount paid to each worker for each calendar day or portion thereof for which each worker was paid less than the prevailing wage rate. If a subcontractor worker engaged in performance of the Work is not paid the general prevailing per diem wages by the subcontractor, the Contractor is not liable for any penalties therefore unless the Contractor had knowledge of that failure or unless the Contractor fails to comply with all of the following requirements:

1. The contract executed between the Contractor and the subcontractor for the performance of part of the Work must include a copy of the provisions of California Labor Code Sections 1771, 1775, 1776, 1777.5, 1813, and 1815.

2. The Contractor must monitor payment of the specified general prevailing rate of per diem wages by the subcontractor by periodic review of the subcontractor’s certified payroll records.

3. Upon becoming aware of a subcontractor’s failure to pay the specified prevailing rate of wages, the Contractor must diligently take corrective action to halt or rectify the failure, including, but not limited to, retaining sufficient funds due the subcontractor for performance of the Work.

4. Prior to making final payment to the subcontractor, the Contractor must obtain an affidavit signed under penalty of perjury from the subcontractor that the subcontractorECOPY has paid the specified general prevailing rate of per diem wages employees engaged in the performance of the Work and any amounts due pursuant to California Labor Code Section 1813.

5. In accordance with California Labor Code Section 1776, the Contractor and each subcontractor engaged in performance of the Work, must keep accurate payroll

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records showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed in performance of the Work. Each payroll record must contain or be verified by a written declaration that it is made under penalty of perjury, stating that the information contained in the payroll record is true and correct and that the employer has complied with the requirements of Sections 1771, 1811, and 1815 for any work performed by the employer’s employees on the public works project. The payroll records required pursuant to California Labor Code Section 1776 must be certified and must be available for inspection by the City and its authorized representatives, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards of the Department of Industrial Relations and must otherwise be available for inspection in accordance with California Labor Code Section 1776.

f. In accordance with California Labor Code Section 1777.5, the Contractor, on behalf of the Contractor and any subcontractors engaged in performance of the Work, will be responsible for ensuring compliance with California Labor Code Section 1777.5 governing employment and payment of apprentices on public works contracts.

g. In case it becomes necessary for the Contractor or any subcontractor engaged in performance of the Work to employ on the Work any person in a trade or occupation (except executive, supervisory, administrative, clerical, or other non-manual workers as such) for which no minimum wage rate has been determined by the Director of the Department of Industrial Relations, the Contractor must pay the minimum rate of wages specified therein for the classification which most nearly corresponds to Work to be performed by that person. The minimum rate thus furnished will be applicable as a minimum for such trade or occupation from the time of the initial employment of the person affected and during the continuance of such employment.

8-1.12 Laws and Ordinances. The Contractor and all subcontractors engaged in the performance of the Work must conform to the following specific rules and regulations as well as all other laws, ordinances, rules and regulations that apply to the Work. Nothing in the Technical Specifications or Project Plans is to be construed to permit Work not conforming to these codes:

 National Electrical Safety Code, U. S. Department of Commerce  National Board of Fire Underwriters' Regulations  California Building Standards Code as adopted by the City  Manual of Accident Prevention in Construction, latest edition, published by A.G.C. of America  Industrial Accident Commission's Safety Orders, State of California  Regulations of the State Fire Marshall (Title 19, California Code of Regulations) and Applicable Local Fire Safety Codes  Labor Code of the State of California - Division 2, Part 7, Public Works and Public Agencies.  Federal,ECOPY state, and local air pollution control laws and regulations applicable to the Contractor and/or the Work.

8-1.13 Guaranty. The Contractor guarantees all of the Work for one year from the date the City accepts the Work. Upon receiving written notice of a need for repairs which are directly attributable to defective materials or workmanship the Contractor must make

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good any defects arising or discovered in any part of the Work by diligently commencing the necessary repairs within seven (7) days from the date of notice from the City. If the Contractor fails to make good any defects in the Work in accordance with this provision, in addition to any other available remedy under the Contract or at law or equity, the City may make good or have made good such defects in the Work and deduct the cost from amounts that may be due or become due the Contractor, and/or call on the Contractor’s maintenance bond for the cost of making good such defects and for the City’s reasonable legal costs, if any, of recovering against the bond. The Contractor will remain responsible for repairing any Work found to be defective regardless of when such defect is discovered by the City.

8-1.14 Assignment of Unfair Business Practice Claims. In accordance with California Public Contract Code Section 7103.5, the Contractor and any subcontractors offer and agree to assign to the City all rights, title, and interest in and to all causes of action the Contractor or any subcontractors may have under Section 4 of the Clayton Act (15 U.S.C. § 15) or under the Cartwright Act (Chapter 2 (commencing with § 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services or materials pursuant to this Contract. This assignment will be made and become effective at the time the City tenders final payment to the Contractor, without further acknowledgement by the parties.

ECOPY

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SECTION 9 Measurement and Payment

9-1.01 F.O.B. All shipments must be F.O.B. destination to the Work site and/or other sites indicated in the Contract Documents. The Contract Price is all-inclusive (including sales tax). There will be no additional compensation paid for containers, packing, unpacking, drayage or insurance.

9-1.02 Payment

a. The Contractor must submit to the Engineer his or her partial payment estimate on the 15th day of the month. When the 15th falls on a weekend or holiday submittal must be on the first workday prior to the 15th. The partial payment estimate must be a verified application for payment and schedule of values supported by a statement showing all materials actually installed during the preceding month and the cost of labor actually expended in the performance of the Work. The Contractor must also provide information with the payment that includes bid item identification and % complete/remaining. Unless otherwise provided in the Contract Documents, no allowances or payments will be made for material or equipment not placed at the Work site.

b. Within ten (10) days after the issuance of the Notice to Proceed, the Contractor shall furnish to the City a detailed Schedule of Values giving a complete breakdown of large lump sum prices and items which include numerous subdivisions of work. The Contractor and City shall jointly review the Schedule of Values and make any adjustments in value allocations if, in the opinion of the City, changes are necessary to establish fair and reasonable allocation of values for the Work components. Front end loading will not be permitted. If, in the City's judgment, more detail (i.e. more items of work) is necessary, the Contractor shall add the additional items identified by the City. The City may also require reallocation of Work components from items in the preliminary schedule if such are allocation is necessary. The Contractor shall submit any necessary revisions for the completed Schedule of Values within 15 days from the Notice to Proceed. The costs indicated in making up this breakdown will be used as a basis for partial payments and shall not be considered as fixing a basis of additions or deductions from the contract.

c. To be eligible for payment the Contractor’s applications for payment must be accompanied by certified payroll reports, including “Statement of Non-Performance” for periods where no Work was performed. Certified payroll shall be prepared in accordance with California Labor Code Section 1776 and the Contract for each employee of the Contractor and any subcontractors engaged in the performance of the Work during the preceding months. Applications for payment will not be processed without certified payroll reports.

d. In accordance with California Public Contract Code Section 20104.50, the City will review applications for payment as soon as practicable after receipt. Any application or part of an application that is determined to be improper will be returned to the Contractor as soon as practicable, but no later than seven days after receipt by the City, along with a written descriptionECOPY of the reasons why the application is improper. The Contractor’s failure to submit a schedule by the time specified in Section 3-1.08, or its submission of a schedule to which the City has taken any uncorrected exception, will serve as a basis for returning an application for payment in its entirety.

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e. Unless the Contractor has elected to post securities in lieu of retention in accordance with California Public Contract Code Section 22300 and the Contract, and the Contractor and the City have executed an escrow agreement in accordance with the Public Contract Code and the Contract, the City will make progress payments to the Contractor in accordance with applicable law in the amount of ninety-five (95) percent of the value of the labor actually performed and the material incorporated in the Work as specified in Contractor’s verified application for payment upon approval by the City’s authorized representative(s). Payment of progress payments will not be construed as acceptance of the Work performed. If the Contractor has elected to post securities in lieu of retention in accordance with Public Contract Code Section 22300 and the Contract and the Contractor and the City have executed an escrow agreement in accordance with the Public Contract Code and the Contract, the City will make payments to the Contractor or the Contractor’s escrow agent in accordance with such escrow agreement.

f. Wherever the estimated quantities of Work to be done and materials to be furnished on a unit price basis under this Contract are specified in any of the Contract Documents, including the proposal, such quantities are specified for purposes of comparing bids, and the right is expressly reserved, except as otherwise expressly provided, to increase or diminish such quantities as may be deemed reasonably necessary or desirable by the Engineer to complete the Work. No such increase or diminution will be a basis for claims for adjustments in the Contract Price other than adjustments necessary to reflect the impacts of such changes in quantities based on the applicable contract prices and/or pursuant to Section 4 of this Contract.

g. In accordance with California Public Contract Code Section 20104.50, if the City fails to make a progress payment within thirty (30) days of receipt of an undisputed, properly submitted application for payment, the City will pay the Contractor interest equivalent to the legal rate set forth in subdivision (a) of California Code of Civil Procedure Section 685.010. The number of days available to the City to make a payment without incurring an interest obligation pursuant to this provision and California Public Contract Code Section 20104.50 will be reduced by the number of days, if any, by which the City has delayed return of an application for payment beyond the seven day return requirement set forth in Section 9-1.02(d).

h. The City will pay the Contractor’s final invoice in accordance with applicable law and this Section 9 following acceptance of the Work provided that:

i. The Contractor has furnished evidence satisfactory to the City that all claims for labor and material have been paid, or the time for filing valid stop notices has passed and no stop notices have been filed, or all stop notices filed have been released by valid release or release bond acceptable to the City.

ii. No claim has been presented to the City by any person based upon any acts or omissions of the Contractor or any subcontractor engaged in the performance of the Work.

iii. NoECOPY other claim or dispute exists under the Contract or applicable law concerning payment of the Contractor’s final invoice and/or release of the Contract retention.

iv. The Contractor has filed with the City the Maintenance Bond provided in the Contract Documents with duly notarized signatures of an authorized representative of the Contractor and an attorney-in-fact of an admitted surety

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insurer acceptable to the City and such Maintenance Bond binds the Contractor as Principal and the Surety in accordance with its terms in the amount of 10% of the final Contract Price.

9-1.03 Non-Allowable Direct Charges. The following costs are not allowable direct charges under the Contract. The following costs may only be paid under the Contract, if at all, as part of any allowance for contractor overhead and/or profit established under the Contract.

a. Labor costs in excess of applicable prevailing wages pursuant to the Contract and applicable law, liability and workers compensation insurance, social security, retirement and unemployment insurance and other employee compensation and benefits pursuant to bona fide compensation plans in effect at the time specified for the opening of Project bids for contractor and subcontractor employees engaged in the performance of the Work, or in excess of the labor costs specified in provision 4-1.05 of this Contract in the case of cost impacts involving items for which the Contract Documents do not specify prices, and for which no lump sum amount has been approved by the City. However, in no event will allowable direct labor charges under the Contract include employee bonuses, employee vehicles or vehicle allowances, employee telephones or telephone allowances, or employee housing or housing allowances, whether or not such benefits are part of a bona fide compensation plan in effect at the time specified for the opening of Project bids.

b. Superintendent labor and clerical labor.

c. Bond premiums

d. Insurance in excess of that required under Section 8.8

e. Utility costs

f. Work Site office expenses

g. Home office expenses.

h. Permit or license costs

9-1.04 Retention. The City or its agent may, in accordance with the Contract Documents and applicable law, withhold any payment of monies due or that may become due the Contractor because of:

a. Defective work not remedied or uncompleted work.

b. Claims filed or reasonable evidence indicating probable filing of claims.

c. Failure to ECOPYproperly pay subcontractors or to pay for material or labor.

d. Reasonable doubt that the Work can be completed for the balance then unpaid.

e. Damage to another contractor.

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f. Damage to the City.

g. Damage to a third party.

h. Delay in the progress of the Work, which, in the City’s judgment, is due to the failure of the Contractor to properly expedite the Work.

i. Liquidated damages or other charges that apply to the Contractor under the Contract.

j. Any other lawful basis for withholding payment under the Contract.

9-1.05 Securities in Lieu of Retention.

a. In accordance with Public Contract Code Section 22300, except where federal regulations or polices do not permit substitution of securities, the Contractor may substitute securities for any moneys withheld by the City to ensure performance of the Work. At the Contractor’s request and expense, securities equivalent to the amount withheld will be deposited with the City, or with a state or federally chartered bank in California as the escrow agent, who will then pay those moneys to the Contractor under the terms of an Escrow for Security Deposit agreement. The Escrow for Security Deposit agreement is provided in the Contract Documents. Upon satisfactory completion of the Work, the securities will be returned to the Contractor.

b. Alternatively, at the Contractor’s request and expense, the City will pay retentions earned directly to the escrow agent. At the Contractor’s expense, the Contractor may direct investment of the payments into securities. Upon satisfactory completion of the Work, the Contractor will receive from the escrow agent all securities, interest, and payments received by the escrow agent from the City pursuant to this provision and the terms of the Escrow for Security Deposit agreement. The Contractor will, within 20 days of receipt of payment, pay to each subcontractor the respective amount of interest earned, less costs of retention withheld from each Subcontractor, on monies withheld to ensure the Contractor’s performance of the Work.

c. Securities eligible for investment in accordance with this provision include those listed in Government Code Section 16430, bank or savings and loan certificates of deposit, interest bearing demand deposit accounts, standby letters of credit, or any other security mutually agreed to by the Contractor and the City.

d. The Contractor will be the beneficial owner of any securities substituted for moneys withheld andECOPY will receive any interest thereon.

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SECTION 10 Project Acceptance and Closeout

10-1.01 Occupancy. The City reserves the right to occupy or use any part or parts or the entire of the Work before the Work is fully performed. Subject to applicable law, exercising this right will in no way constitute acceptance of any part of the Work so occupied or used or acceptance of the entire Work, nor will such occupancy or use in any way affect the times when payments will become due the Contractor, nor will such occupancy or use in any way prejudice the City’s rights under the Contract, any Contract bonds, or at law or equity. Occupancy or use will not waive the City’s rights to assess liquidated damages in accordance with Section 7 after the date of such occupancy or use.

10-1.02 Work Completion and Final Inspection. When the Contractor considers the Work is completed, the Contractor will submit written certification to the Engineer specifying that: the Contract Documents have been reviewed; the Work has been inspected for compliance with the Contract Documents; the Work has been completed in accordance with the Contract Documents; and that equipment and systems have been tested in the presence of the City’s representative and are operational. The City and/or the City’s authorized representatives will make an inspection to verify that the Work is complete and will notify the Contractor in writing of any incomplete or deficient Work. The Contractor will take immediate steps to remedy the stated deficiencies and give notice of correction to the Engineer. Upon receiving a notice of correction, the City or the City’s authorized representatives will re-inspect the Work. The Contractor must correct all punch list items within 15 working days after the issuance of the punch list

10-1.03 Work Acceptance.

a. All finished Work will be subject to inspection and acceptance or rejection by the City, the Engineer, and the Architect or other government agencies having jurisdiction over the Work. Final acceptance of the Work will be at the discretion of the City.

b. The City will accept the Work in writing only when the Work has been completed to the City’s reasonable satisfaction. Progress payments will in no way be construed as acceptance of any part of the Work.

c. In evaluating the Work, no allowance will be made for deviations from the Technical Specifications, Project Plans or other Contract Documents unless already approved in writing in accordance with the requirements of Section 4, above.

d. The fact that the Work and materials have been inspected from time to time and that progress payments have been made does not relieve the Contractor of the responsibility of replacing and making good any defective or omitted work or materials in accordance with the requirementsECOPY of the Contract Documents.

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SECTION 11 Remedies and Disputes

11-1.01 Failure to Correct Work. Within ten (10) working days of receiving written notice from the City describing Work that is defective or that is otherwise not in accordance with the requirements of the Contract and/or applicable law and directing that such Work be corrected, the Contractor and/or the Contractor’s sureties must give the City written notice of the intent of the Contractor and/or the Contractor’s sureties to correct such Work and commence correction of such Work in accordance with the City’s notice and the Contract. If the Contractor and/or the Contractor’s sureties do not give the City written notice of intent to correct such Work and commence correction of such Work within ten (10) working days of receipt of the City’s notice, then the City may correct such work and/or have such work corrected for the account and at the expense of the Contractor and/or its sureties, and the Contractor and/or its sureties will be liable to the City for any resulting excess cost. The City may, in addition to all other remedies that the City may have under the Contract and at law or equity, deduct any such excess cost of completing the Work from amounts that are due or that may become due the contractor.

11-1.02 Termination.

a. In accordance with California Public Contract Code Section 7105, in addition to all other available remedies that the City may have under the Contract, and at law or equity, the City may terminate the Contract:

1. If the Contractor or any of its subcontractors engaged in the performance of the Work fails to timely perform the Work and/or any of the Contractor’s material obligations under the Contract Documents, including but not limited to submission of an acceptable schedule, that have accrued except for due to reasons beyond the control of the Contractor pursuant to the Contract Documents.

2. If the Contractor is adjudged bankrupt, or if it should make a general assignment for the benefit of creditors, or if a receiver should be appointed on account of its creditors.

3. If the Contractor or any of the subcontractors engaged in the performance of the Work persistently or repeatedly refuses or fails to supply enough properly skilled workmen or proper materials for the timely completion of the Work.

4. If the Contractor fails to make prompt payment to subcontractors engaged in the performance of the Work or for material or labor used in the performance of the Work in accordance with the Contract Documents and applicable law.

5. If the Contractor or any subcontractors engaged in the performance of the Work persistently disregards laws or ordinances applicable to the performance of the Work,ECOPY or the instructions of the City, the Engineer, the Architect, or other authorized representatives of the City.

6. For any reason or for no reason, at the City’s sole discretion.

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b. If the City intends to terminate the Contractor’s control of the Work for any of the reasons specified in Section 11-1.102(a) 1 through 5, above, the City will immediately serve written notice to the Contractor and its sureties in accordance with the Contract Documents. Notice of the City’s intent to terminate the Contract will be given by registered or certified mail and specify the grounds for termination, the required cure and the time by which the cure must be effected. Upon receipt of notice of the City’s intent to terminate the Contract for any of the reasons specified in Section 11-1.102(a) 1 through 5, the Contractor will have ten (10) days from receipt of the notice or a longer time specified in the notice to cure its default. If the Contractor does not affect the required cure by the time specified in the notice, the City will issue a written notice of termination to the Contractor and its sureties by registered or certified mail. The notice of termination will specify: that upon receipt of the notice the Contractor’s right to perform or complete the Work, including on behalf of the Contractor’s sureties, is terminated; that the Contractor’s sureties will have the right to take over and complete the Work and perform all of the Contractor’s remaining obligations that have accrued under the Contract; and that if the Contractor’s sureties do not both give the City written notice of their intention to take over and perform the Contract and commence completion of the Work and performance of all of the Contractor’s remaining obligations that have accrued under the Contract within ten (10) days after receipt of notice of termination that the City may declare the Contractor’s sureties in default and take over the completion of the Work or have the Work completed for the account and at the expense of the Contractor and its sureties, and the Contractor and its sureties will be liable to the City for any resulting excess cost. The City may, in addition to all other available remedies that the City may have under the Contract Documents and at law or equity, deduct any such excess cost of completing the Work from amounts that are due or that may become due the Contractor.

c. Upon termination of the Contractor’s control of the Work for any of the reasons specified in Section 11-1.102(a) 1 through 5, the Contractor will, if so directed by the City, immediately remove from the Work site any and all materials and personal property belonging to the Contractor which have not been incorporated in the Work and the Contractor and its sureties will be liable upon their bond for all damages caused the City by reason of the Contractor's failure to complete the Work.

d. Upon termination of the Contractor’s control of the Work for any of the reasons specified in Section 11-1.102(a) 1 through 5, above, the City reserves the right to refuse tender of the Contractor by any surety to complete the Work.

e. If the City completes or has completed any portion of, or the whole of the Work, following termination of the Contractor’s control of the Work for any of the reasons specified in Section 11-1.102(a) 1 through 5, above, the City will neither be liable for nor account to the Contractor or the Contractor’s sureties in any way for the time within which, or the manner in which such Work is performed, or for any changes made in such Work or for the money expended in satisfying claims and/or suits and/or other obligations in connection with completing the Work. If, following termination of the Contractor’s control of the Work for any of the reasons specified in Sections Section 11-1.102(a) 1 through 5, above, theECOPY unpaid balance of the Contract Price exceeds the expense of completing the Work, including compensation for additional legal, managerial and administrative services and all other amounts due for the completion of the Work and/or satisfaction of claims of the City and/or others arising out of the Contract and any other charges that apply to the Contractor under the Contract, the difference will be paid to the Contractor.

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If such expenses of completing the Work exceed the unpaid balance of the Contract Price, the Contractor or its sureties will pay the difference to the City.

f. If the Contract or Contractor’s control of the Work is terminated for any reason, no allowances or compensation will be granted for the loss of any anticipated profit by the Contractor.

g. In accordance with California Government Code Section 4410, in the event a national emergency occurs, and public work being performed by contract is stopped, directly or indirectly, because of the freezing or diversion of materials, equipment or labor, as the result of an order or a proclamation of the President of the United States, or of an order of any federal authority, and the circumstances or conditions are such that it is impracticable within a reasonable time to proceed with a substantial portion of the work, then the City and the Contractor may, by written agreement, terminate the Contract. In accordance with California Government Code Section 4411, such an agreement will include the terms and conditions of the termination of the contract and provision for the payment of compensation or money, if any, which either party will pay to the other or any other person, under the facts and circumstances in the case. Compensation to the Contractor will be determined on the basis of the reasonable value of the work done, including preparatory work. As an exception to the foregoing, in the case of any fully completed separate item or portion of the Work for which there is a separate contract price, the Contract price will control. The parties may in any other case adopt the Contract price as the reasonable value of the work or any portion of the work done.

11-1.03 Disputes.

a. In accordance with California Public Contract Code Section 20104.2, the following procedures apply to claims of $375,000 or less between the Contractor and the City:

1. The claim must be in writing and include the documents necessary to substantiate the claim. Claims must be filed on or before the date of final payment. Nothing in this subdivision is intended to extend the time limit or supersede notice requirements otherwise provided by contract for the filing of claims.

2. For claims of less than fifty thousand dollars ($50,000), the City will respond in writing to any written claim within 45 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses to the claim the City may have against the Contractor.

3. If additional information is thereafter required, it will be requested and provided pursuant to this subdivision, upon mutual agreement of the City and the Contractor.

4. The City’s written response to the claim, as further documented, will be submitted to ECOPYthe Contractor within 15 days after receipt of the further documentation or within a period of time no greater than that taken by the Contractor in producing the additional information, whichever is greater.

5. For claims of over fifty thousand dollars ($50,000) and less than or equal to three hundred seventy-five thousand dollars ($375,000), the City will respond in writing

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to all written claims within 60 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses to the claim the City may have against the Contractor.

6. If additional information is thereafter required, it will be requested and provided pursuant to this subdivision, upon mutual agreement of the City and the Contractor.

7. The City’s written response to the claim, as further documented, will be submitted to the Contractor within 30 days after receipt of the further documentation, or within a period of time no greater than that taken by the Contractor in producing the additional information or requested documentation, whichever is greater.

8. If the Contractor disputes the City’s written response, or the City fails to respond within the time prescribed, the Contractor may so notify the City, in writing, either within 15 days of receipt of the City’s response or within 15 days of the City’s failure to respond within the time prescribed, respectively, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon a demand, the City will schedule a meet and confer conference within 30 days for settlement of the dispute.

9. Following the meet and confer conference, if the claim or any portion remains in dispute, the Contractor may file a claim as provided in Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, the running of the period of time within which a claim must be filed will be tolled from the time the Contractor submits his or her written claim pursuant to subdivision (a) until the time that claim is denied as a result of the meet and confer process, including any period of time utilized by the meet and confer process.

10. This section does not apply to tort claims and nothing in this article is intended nor will be construed to change the time periods for filing tort claims or actions specified by Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code.

b. In accordance with California Public Contract Code Section 20104.4, the following procedures apply to civil actions to resolve claims of $375,000 or less between the City and the Contractor:

1. Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court will submit the matter to non-binding mediation unless waived by mutual stipulation of both parties. The mediation process will provide for the selection within 15 days by both parties of a disinterested third person as mediator,ECOPY will be commenced within 30 days of the submittal, and will be concluded within 15 days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court or by stipulation of both parties. If the parties fail to select a mediator within the 15-day period, any party may petition the court to appoint the mediator.

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2. If the matter remains in dispute, the case will be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1141.11 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil Procedure) will apply to any proceeding brought under this subdivision consistent with the rules pertaining to judicial arbitration.

3. Notwithstanding any other provision of law, upon stipulation of the parties, arbitrators appointed for purposes of this article will be experienced in construction law, and, upon stipulation of the parties, mediators and arbitrators will be paid necessary and reasonable hourly rates of pay not to exceed their customary rate, and such fees and expenses will be paid equally by the parties, except in the case of arbitration where the arbitrator, for good cause, determines a different division. In no event will these fees or expenses be paid by state or county funds.

4. In addition to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, any party who after receiving an arbitration award requests a trial de novo but does not obtain a more favorable judgment must, in addition to payment of costs and fees under that chapter, pay the attorney's fees of the other party arising out of the trial de novo.

5. The court may, upon request by any party, order any witnesses to participate in the mediation or arbitration process.

c. In accordance with California Public Contract Code Section 20104.6:

1. The City will not fail to pay money as to any portion of a claim, which is undisputed except as otherwise provided in the Contract.

2. In any suit filed under Public Contract Code Section 20104.4 concerning this Contract, the City will pay interest at the legal rate on any arbitration award or judgment. Such interest will accrue from date the suit was filed.

ECOPY

Project No. Measure V 99 v01012008 Additional Provisions

SECTION 12 Additional Provisions

12-1.01 Description of Work. The Work in general consists of the following:

 Senior Center - (133 Matheson Street) – kitchen improvements, replacement of the HVAC system, roofing preservation and isolated re-roofing, and fire alarm installation.  Police Department – (238 Center Street)- the replacement of HVAC units, specific roof restoration areas and lavatory counters at second story restrooms.  Fire Department (600 Healdsburg Avenue)- replacement of the HVAC system with isolated restoration roof repairs.  Public Works O&M (550 Westside Road)- The addition of an air conditioning unit to Dry Creek Chemical Building.  Healdsburg Community Center- concrete repairs and tree removal throughout the center, landscape upgrade, painting of the entire center, demolition of five portable units including any wiring associated with the portable units, on the south-side of the center, skylight installation, rental portable upgrades which includes roof slurry, hvac upgrades, instahot installations in staff and multipurpose room restrooms and other such items of work as are required to complete the Project in accordance with this Contract, the Project Plans and Technical Specifications.

The estimate of the quantities of Work to be done is approximate only, being as a basis for the comparison of bids, and the City does not expressly or by implication agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount or any portion of the work as directed by the Engineer.

Incidental items of construction necessary to complete the Work in a satisfactory and acceptable manner as shown on the Project Plans and as provided for in the Technical Specifications and not specifically referred to in this section, shall be considered part of the Work and will be understood to be furnished by the Contractor.

12-1.02 Construction Limitations. The Contractor will be expected to conduct his or her operations in a manner; which creates a minimum to the natural vegetation and landscape. Ingress and egress must be via the existing driveways. Care must be exercised to avoid hazards that may cause injury to persons, animals or property either during working hours of after work hours, which will include dust control, backfilling trenches immediately following pipe laying and temporary fencing as required. Excavation made under this Contract must be backfilled before leaving the work for the night.

The Contractor will be responsible for obtaining permission from the property owners for any construction outside of the Work site or easements as shown on the plans. Equipment will be restricted to the immediate area of construction; pipe trenches will be backfilled as soon as possible.

Receptacles for construction residue, including oil, cleaning fluids, and litter, must be covered. Such residues mustECOPY be disposed of in a proper manner.

Construction activity within the existing right-of-way must be scheduled to minimize traffic inconvenience and safety hazards to motorists, pedestrians and cyclists.

12-1.03 Order of Work.

Project No. Measure V 100 v01012008 Additional Provisions

Order of work must be in accordance with Section 5-1.05, “Order of Work”, of the Caltrans Standard Specifications, which section is made a part of this Contract. 12-1.04 Storm Water Pollution Prevention.

The Contractor must perform the Work in compliance with all applicable requirements of the California State Water Resources Control Board pursuant to Order No. 99-08-DWQ, National Pollutant Discharge Elimination System (NPDES) General Permit No. CAS000002 (“General Permit”) adopted pursuant to regulations adopted by the U.S. Environmental Protection Agency (USEPA) on November 16, 1990 and codified in 40 Code of Federal Regulations Parts 122, 123, 124. The General Permit applies to storm water discharges from construction sites that disturb land equal to or greater than one acre, and to construction activity that results in soil disturbances of less than one acre if the construction activity is part of a larger common plan of development that encompasses one or more acre of soil disturbance or if there is significant water quality impairment resulting from the activity. The General Permit requirements that may apply to the Contractor’s performance of the Work include, but are not limited to:

a. Development and implementation of a Storm Water Pollution Prevention Plan (“SWPPP”) that specifies Best Management Practices (“BMPs”) that will prevent all construction pollutants from contacting storm water and with the intent of keeping all products of erosion from moving off site into receiving waters.

b. Elimination or reduction of non-storm water discharges to storm sewer systems and other waters of the nation.

c. Inspection of all BMPs.

Portions of the Work that may be subject to the General Permit include, but are not limited to clearing, grading, stockpiling and excavation.

Prior to commencing performance of the Work, the Contractor must prepare and file a Notice of Intent to obtain coverage under the General Permit, a vicinity map, and the applicable fee, with the California State Water resources Control Board, Division of Water Quality, Storm Water Permit Unit, P.O. Box 1977, Sacramento, California 95812-1977.

Prior to commencing performance of the Work the Contractor must also prepare an SWPPP in accordance with all applicable requirements of the General Permit and submit the SWPPP to the Engineer for approval.

The Contractor must also develop and implement a monitoring program to verify compliance with the General Permit.

The SWPPP must include a Work site map. Geometric equations, notes, details, and all data not related to water pollution control work shall be removed to provide clarity. A copy of the Project Plans must be used as a base plan, with the pertinent stage of construction shown as an overlay to accurately reflect Project site conditions at various phases of construction.

The Contractor must revise and update the SWPPP whenever there is a change in construction operations that mayECOPY affect the site drainage patterns or discharge of pollutants to surface waters, ground waters, or a separate municipal storm sewer system.

Any fines, damages, Work delays or other impacts that result from failure of the Contractor or privities or agents of the Contractor to fully comply with the requirements of the General Permit or to fully implement the SWPPP will be solely the responsibility of the Contractor.

Project No. Measure V 101 v01012008 Additional Provisions

The Contractor must keep a copy of the General Permit, together with updates and revisions, at the Project site and provide copies of the SWPPP at the request of the City.

12-1.05 Maintaining Traffic and Pedestrian Operations. The Contractor must so conduct his or her operations so as to cause the least possible obstruction and inconvenience to public traffic. Unless otherwise approved by the Engineer, all traffic must be permitted to pass through the Work.

Due to the need to accommodate and minimize inconvenience to the public, unless expressly specified or approved in writing by the Engineer, no road closures will be permitted. Public vehicular and pedestrian traffic must be allowed to travel through the Work area with an absolute minimum of interruption or impedance unless otherwise provided for in the Contract or approved in writing by the Engineer. The Contractor must make provisions for the safe passage of pedestrians around the area of Work at all times.

Residents affected by construction must be provided passage and access through the Work area to the maximum extent possible. Where existing driveways occur on the street, the Contractor must make provisions for the trench crossings at these points, either by means of backfill or by temporary bridges acceptable to the Engineer, so that the length of shut-down of any driveway is kept to a minimum. In addition, all driveways must be accessible at the end of each workday, and no driveway or property access may be closed for more than four (4) hours during the workday. Access to driveways, houses, and buildings along the road or street must be as convenient as possible and well maintained, and all temporary crossings must be maintained in good condition. To minimize the need for and complexity of detours, not more than one crossing or street intersection or road may be closed at any one time without the written approval of the Engineer.

The Contractor must provide multiple, advance written notices of closures to all affected property owners in a form approved by the Engineer.

Except as otherwise approved by the Engineer, the stockpiling or storing of material in City streets or right of way shall be prohibited. Where this is unavoidable, all such materials must be piled or stored in a manner that will not obstruct sidewalks, driveways, or pedestrian crossings. Gutters and drainage channels must be kept clear and unobstructed at all times. All such materials shall be stored and handled in a manner that protects City streets, sidewalks, or other facilities from damage.

Where approved in advance by the Engineer, the Contractor must construct and maintain detours for the use of public traffic at his or her own expense. Failure or refusal of the Contractor to construct and maintain detours so approved at the proper time will be a material breach of the Contract subject to any and all remedies available pursuant to the Contract Documents and at law and equity. Such remedies include, but are not limited to, termination pursuant to Section 11.

Throughout performance of the Work the Contractor must construct and adequately maintain suitable and safe crossings over trenches and such detours as are necessary to care for the public and privateECOPY traffic at all times including Saturdays, Sundays and holidays.

The Contractor will be responsible for keeping all emergency services, including the Healdsburg police and fire departments informed of obstructions to, or detours around any public or private roads caused by reasons of his or her operations.

Project No. Measure V 102 v01012008 Additional Provisions

The Contractor must comply with the State of California, Department of Transportation Manual of warning signs, lights, and devices for use and performance of work within the job site.

The fact that rain or other causes, either within or beyond the control of the Contractor, may force suspension or delay of the Work, shall in no way relieve the Contractor of his or her responsibility of maintaining traffic through the Project and providing local access as specified in this section. The Contractor must, at all times, keep on the job such materials, force and equipment as may be necessary to keep roads, streets and driveways within the Project open to traffic and in good repair and shall expedite the passage of such traffic, using such force and equipment as may be necessary.

Full compensation for conforming to the requirements of this section will be deemed included in the prices paid or the various Contract items of Work and no additional allowances will be made therefore.

12-1.06 Public Safety. The Contractor must at all times conduct the Work in accordance with Construction Safety Orders of the Division of Industrial Safety, State of California, to ensure the least possible obstruction to traffic and inconvenience to the general public, and adequate protection of persons and property in the vicinity of the work.

No pedestrian or vehicle access way may be closed to the public without first obtaining permission of the Engineer.

Should the Contractor fail to provide public safety as specified or if, in the opinion of the Engineer, the warning devices furnished by the Contractor are not adequate, the City may place any warning lights or barricades or take any necessary action to protect or warn the public of any dangerous condition connected with the Contractor’s operations and the Contractor will be liable to the City for, and the City may deduct from amounts due or that may become due the Contractor under the Contract, all costs incurred including, but not limited to, administrative costs.

Nothing in this section will be construed to impose tort liability on the City or Engineer.

12-1.07 Preconstruction Conference. A pre-construction conference will be scheduled, at which time the Contractor must present his or her proposed work schedule in accordance with Section 3-1.08 of the General Provisions, information concerning offsite yards, subcontractors, location of disposal and stock pile areas, and traffic control plans. All such schedules will be subject to the approval of the Engineer and the applicable agencies

12-1.08 Owner Notification. The Contractor must notify all property owners and businesses affected by the Work at least 48 hours before Work is to begin. The notice must be in writing in the form of a door hangar, and must indicate the Contractor’s name and phone number, type of work, day(s) and time when Work will occur. Notices must be reviewed in advance and approved by the Engineer.

12-1.09 EmergencyECOPY Service Providers Notifications. The Contractor must furnish the name and phone number of the Safety Supervisor appointed in Section 13 to the City Police Department dispatcher for contact in the event of an emergency and shall keep such information updated as required to provide 24-hour phone access.

12-1.10 Clean up.

Project No. Measure V 103 v01012008 Additional Provisions

Section 4-1.02 of the Caltrans Standard Specifications is made a part of this Contract

Before final inspection of the work, the Contractor must clean the construction site and all ground occupied by him in connection with the work, of all rubbish, excess material, falsework, temporary structures and equipment. All parts of the work shall be left in a neat and presentable condition.

Nothing herein shall require the Contractor to remove warning, regulatory, and guide signs prior to formal acceptance by the Engineer.

12-1.11 Obstructions. Section 15, “Existing Highway Facilities”, of the Caltrans Standard Specifications, is made a part of this Contract; except that, references to the following sections of the Standard Specifications are hereby deleted; such sections are not a part of this Contract: 9-1.03, “Force Account Payment,” 15-3.03, "Measurement,” 15-3.04, "Payment," and 16-1.07, “Adjustment of Lump Sum Item.”

Attention is directed to the possible existence of overhead and underground power, telephone, and television cable poles, underground sewer mains and laterals, underground gas mains, and underground water mains and laterals within the area in which construction is to be performed.

Prior to starting work, the Contractor must (a minimum of 2 working days in advance) call Underground Service Alert (USA), toll free, at (800) 642-2444 and provide USA with all necessary data relative to the proposed work. USA will accept calls and process information to participating agencies that have underground facilities in the area between the hours of 7:30 a.m. and 5:00 p.m. daily, except Saturdays, Sundays, and holidays. Between the hours of 5:00 p.m. and 7:30 a.m. calls will be recorded and then processed after 7:30 a.m. For emergency situations, after hours and on Saturdays, Sundays and holidays, the Contractor shall contact the organization owning the affected facility. Upon notification, agencies having facilities in the area of the proposed excavation will mark their locations in the field using USA standard colors and codes to identify the facility.

The Contractor will be required to work around public and private utility facilities and other improvements that are to remain in place within the construction area and he will be held liable to the owners of such facilities or interference with service resulting from his operations.

12-1.12 Hours of Work. Unless otherwise specified herein, all construction activity, except for emergency situations, will be confined to Monday through Friday between the hours of 7:30 a.m. and 6:00 p.m., to minimize nuisances to local residents. Mufflers and/or baffles will be required on all construction equipment to control and minimize noise. The Contractor must comply with all applicable noise regulations in the City’s Municipal Code.

Saturday, Sunday, holidays and overtime shall not be regarded as working days. Work shall not be allowed on non-working days without the expressed approval of the Engineer. The Contractor shall make a request for approval in writing with the stipulation (implied or expressed) that the Contractor shall pay for all overtime labor charges at the rate of $100 per hour per inspectorECOPY and/or resident engineer. All overtime labor charges shall be deducted from the final payment along with any liquidated damages.

Work necessary for the proper care and protection of work already performed or in case of emergency may be allowed without permission of the Engineer.

Project No. Measure V 104 v01012008 Additional Provisions

12-1.13 Dust Control. The Contractor must furnish all labor, equipment, and means required and carry out effective measures wherever and as often as necessary to prevent its operation from producing dust in amounts damaging to property, cultivated vegetation, or domestic animals, or causing a nuisance. The Contractor will be responsible for any damage resulting from any dust originating from the performance of the Work. The use of water resulting in mud on streets, sidewalks, or driveways, will not be permitted as a substitute for sweeping or other methods of dust control. The Contractor may not discharge smoke, dust, or any other air contaminants into the atmosphere in such quantity as will violate the regulations of any legally constituted authority.

Dust control must conform to the provisions in Section 10, “Dust Control”, of the Caltrans Standard Specifications, which section is made a part of this Contract, except that references to Section 7 of the Standard Specifications are hereby deleted. Except as otherwise expressly provided in this Contract, Section 7 of the Standard Specifications is not a part of this Contract.

In lieu of the provisions of the second paragraph in Section 10-1.04, “Payment”, of the Caltrans Standard Specifications, no separate payment will be made to the Contractor for controlling dust, whether caused by construction traffic or by public traffic only. Full compensation for dust control will be considered as included in the Contract Price and no additional compensation will be allowed therefore.

12-1.14 Water For Construction And Dust Control. Construction water is available free-of-charge from the recycled water dispensing facilities located at 280 Kinley Road and at 340 Foreman Lane. The Contractor shall apply for a Recycled Water Trucking Permit through the City of Healdsburg and shall meet the requirements of the permitting process. The Contractor shall comply with all permit requirements for the use and handling of recycled water. Construction water shall not be drawn from any other source within the City of Healdsburg.

The Contractor is prohibited from operating gate valves, fire hydrants, pumps or any other components of the City water system. The Contractor must contact the City’s utilities staff, a minimum of twenty-four (24) hours in advance, to operate these or any other components on the City water system.

12-1.15 Sanitary Provisions. The Contractor must maintain such camps, as he or she may establish for the housing and feeding of the laborers, employed by him or her for the Work, in accordance with the status and general health laws of the State of California pertaining to the sanitation of dwelling and camps and in conformity with such rules and regulations pertaining to labor camps, as have been or may hereafter be prescribed by the State Board of Health or by the Commission of Emigration and Housing of California acting in conjunction with said State Board of Health.

12-1.16 Protection And Restoration Of Vegetation. Trees, lawns, shrubbery and vegetation that are not to be removed must be protected from damage or injury. Existing trees, shrubs, and other plants, that are not to be removed and are injured or damagedECOPY by reason of the Contractor’s operations, must be replaced by the Contractor in accordance with the requirements in Section 20-4.07, “Replacement”, of the Caltrans Standard Specifications. Section 20-4.07 of the Caltrans Standard Specifications is made a part of this Agreement.

When it is necessary to excavate adjacent to existing trees, shrubs, or hedges, the Contractor must use all possible care to avoid injury to the trees, shrubs, or hedges and their roots. No

Project No. Measure V 105 v01012008 Additional Provisions roots or limbs two inches (2") or larger in diameter may be cut without the express approval of the Engineer.

All roots two inches (2") in diameter and larger left in place must be wrapped with burlap to prevent scarring or excessive drying. When it is necessary to cut limbs and branches of trees to provide clearance for equipment used in construction, the Contractor must repair the damaged areas by properly painting with an emulsified asphalt type seal. All cuts through 1/2" or larger roots and limbs must be hand trimmed and cleanly cut before being repaired.

12-2.01 Cultural Resources. In accordance with the National Historic Preservation Act of 1966 (U.S.C. 470), the following procedures are implemented to insure historic preservation and fair compensation to the Contractor for delays attendant to the cultural resources investigation. Contractor hereby agrees to comply with these procedures.

12-2.02 Surplus Material. All material removed or excavated during the course of construction will be surplus. All surplus material will be the property of the Contractor and be disposed of outside the right-of-way, unless the City elects to salvage certain objects that are determined to be of historical interest. The City reserves the right of ownership of all objects that it elects to salvage, and the Contractor must protect such objects from subsequent damage until delivered unto the care of the owner.

12-2.03 Historical Finds. In the event potential historical, architectural, archeological, or cultural resources (hereinafter called cultural resources) are discovered during subsurface excavations at the site of construction, the following procedures will apply: 1. The Contractor must immediately notify the Engineer and stop any Work which may jeopardize the find pending an investigation of its significance; 2. The Engineer will select a qualified archeologist (such as through the Northwest Information Center at Sonoma State University or other official contact) and wait for an archaeologist to complete an evaluation of significance before continuing Work in that area. 3. The Engineer will supply the Contractor with a “Stop Work Order” directing the Contractor to cease all portions of the Work that the Engineer determines may impact the find. The “Stop Work Order” will be effective until a qualified archaeologist assesses the value of the potential cultural resources. The “Stop Work Order” will contain the following:

a. A clear description of the Work to be suspended; b. Any instructions regarding issuance of further orders by the Contractor for materials services; c. Guidance as to action to be taken regarding subcontractors; d. AnyECOPY direction to the Contractor to minimize costs; and e. Estimated duration of the temporary suspension. 4. If the archaeologist determines the potential find is a bona fide cultural resource, the Engineer may extend the duration of the “Stop Work Order” in writing, and if so the ”Stop

Project No. Measure V 106 v01012008 Additional Provisions

Work Order” will remain in effect and Work subject to the “Stop Work Order” may not resume work until authorized by the Engineer.

12-2.04 Cultural Resources Defined. Possible indicators that a cultural resource has been found include, but are not limited to the following:

1. Prehistoric-era archaeological site indicators: obsidian tools, tool manufacture waste flakes, grinding and other implements, dwelling sites, animal or human bones, fossils, and/or locally darkened soil containing dietary debris such as bone fragments and shellfish remains;

2. Historic-era site indicators: ceramic, glass, and/or metal.

12-2.05 Engineer’s Discretion. Once possible cultural resources are found at the Work site, the Engineer may use discretion to continue the work, regardless of the cultural resource find, if the Engineer determines that there are overriding considerations such as the instability of the excavation site, that there are weather or other conditions which would preclude leaving the site exposed, or if the site would be unsafe to workers who would retrieve cultural resource items from therein.

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Project No. Measure V 107 v01012008 Additional Provisions

SECTION 13 Safety Rules and Requirements

13-1.01 General

a. Within ten (10) working days following notice of award the Contractor must submit to the City a safety program for the Work site (“Contractor’s Safety Program”) and provide evidence that the Contractor’s safety policies and procedures relevant to the Work.

b. The Contractor shall insure that its employees and subcontractors, as well as visitors and others brought onto the Work site under the authority of the Contractor, shall, at all times, observe all applicable Local, State and Federal safety requirements as well as the safety rules and requirements contained in this Contract including, but not limited to, the Contractor’s Safety Program.

c. In accordance with generally accepted construction practices and applicable law, the Contractor will be solely and completely responsible for conditions at the Work site, including safety of all persons and property during performance of the Work. This requirement will apply continuously and not be limited to normal working hours. For purposes of California Labor Code Section 6400 and related provisions of law, the Contractor and the Contractor’s privities and any other entities engaged in the performance of the Work will be “employers” responsible for furnishing employment and a place of employment that is safe and healthful for all employees of any such entities engaged in the performance of the Work. Neither the City nor its officials, officers, employees, agents, volunteers or consultants will be “employers” pursuant to California Labor Code Section 6400 and related provisions of law with respect to the Contractor, the Contractor’s privities or other entities engaged in the performance of the Work.

d. The Contractor agrees with respect to the Work, and the Work site, the Contractor will be responsible for not creating hazards and for having hazards corrected and/or removed, for taking appropriate, feasible steps to protect the Contractor’s employees from such hazards and that the Contractor has instructed and/or will instruct its employees to recognize such hazards and how to avoid the associated dangers.

e. The Contractor will be solely responsible for the implementation and maintenance of safety programs to ensure that the Work site is maintained and the Work is performed in a safe manner in accordance with the Contract and applicable law. If the Contractor damages City equipment or property, the Contractor shall report the incident to the Engineer on or before the next calendar day and provide such information as necessary for the City to evaluate the damage.

f. The Contractor shall submit a written request to the Engineer in order to obtain keys or other devicesECOPY to gain access to City facilities. Keys and other devices shall not be copied or otherwise replicated and shall remain in the possession of the Contractor and its employees or subcontractors at all times and shall be returned to the City when no longer required to complete the Work.

Project No. Measure V 108 v01012008 Additional Provisions

g. The Contractor must furnish and place proper guards and systems for the prevention of accidents, including, but not limited to, those systems required pursuant to Title 8, Section 1670 et seq. of the California Code of Regulations concerning safety belts and nets. The Contractor must provide and maintain any other necessary systems or devices required to secure safety of life or property at the Work site in accordance with accepted standards of the industry and applicable law. The Contractor must maintain during all night hours sufficient lights to prevent accident or damage to life or property.

h. Examination, inspection, investigation, and review by the City and or its employees and representatives, of the Contractor’s Safety Plan or the Contractor's performance of the Work will not constitute review or approval of the adequacy of the Contractor's safety measures in, on, or near the Work site and shall not relieve the Contractor of any of the Contractor’s obligations under the Contract and applicable law to ensure that the Work site is maintained and the Work is performed in a safe manner.

13-1.02 Safety Supervisor; Hazardous Substances

a. The Contractor shall designate an individual who is qualified and authorized to supervise and enforce compliance with the Contractor’s Safety Program (“Safety Supervisor”). The Contractor shall notify the Engineer in writing prior to the commencement of the Work of the name and contact information of the Safety Supervisor. The Safety Supervisor shall be either a full-time employee of the Contractor or a contracted safety consultant with experience and/or professional certifications indicating experience in construction safety. The Safety Supervisor shall provide the City, upon request, with weekly safety inspection reports identifying hazards found and corrective actions taken. The Safety Supervisor shall also be responsible for supervising compliance with applicable safety requirements on the Work site and to develop and implement safety training for all job personnel. The City shall have the authority, but not the duty, to require the Contractor replace the Safety Supervisor if the Supervisor’s performance is judged by the City to be improper or inadequate.

b. Prior to beginning the Work, the Contractor shall review the City’s Hazard Communication Program. In addition, if the Contractor brings any substance onto City property, other than gasoline or diesel fuel, for which a manufacturer has prepared a Materials Safety Data Sheet (MSDS), in quantities greater than 25 pounds, 200 cubic feet, or five gallons; or any substance defined in Cal/OSHA regulations as “acutely hazardous;” or if the Contractor’s work activities may expose City employees to any of the substances described above, the Contractor shall first complete and submit to the Engineer a “Report of Use/Storage of Hazardous Substances on City Property” form (form(s) provided at Project’s Pre-Construction meeting).

13-1.03 Non-Compliance with Safety Rules and Regulations

a. In the event the Contractor fails to comply with applicable Local, State and Federal safety requirements,ECOPY or the safety rules and requirements contained in this Contract including the provisions of the Contractor’s Safety Plan, the City reserves the right to (i) notify the Contractor of its failure to comply, and the reasons therefore, and require that the Contractor immediately undertake, at Contractor’s own expense, all actions necessary to bring the Contractor and/or the Project into compliance and (ii) exercise the

Project No. Measure V 109 v01012008 Additional Provisions

right to suspend all or part of the Work if the Contractor fails or refuses to undertake and complete such corrective action within the time specified in the notice.

b. No extension of time or additional compensation will be granted as a result of any suspension of the Work and any issuance by the City of any notice or suspension order shall not operate to waive or otherwise diminish the (i) Contractor’s obligations under this Contract to provide a safe Work site or (ii) City’s right to pursue or enforce any remedy, power or right under the Contract or otherwise available at law.

13-1.04 Accidents and Safety Emergencies

a. In accidents or emergencies affecting the safety or protection of persons, the Work, the Work site, or property adjacent thereto, the Contractor shall immediately act to prevent threatened damage, injury or loss and notify the Engineer as soon as possible of the facts and circumstances surrounding the emergency including the involvement of any emergency responders (police, fire, medical, etc.).

b. The City reserves the right to conduct an investigation of the accident or emergency either in conjunction with, or separate of, the Contractor, and the Contractor shall provide the City all access necessary to permit the City to perform a full and complete investigation, the scope of which shall be at the sole discretion of the City.

c. Within 24 hours of accidents or emergencies involving in-patient hospitalization or a fatality, the Contractor shall provide the Engineer with a completed Contractor’s Injury/Fatality Incident Report (form(s) provided at Project’s Pre-Construction meeting). The Contractor shall also notify the Engineer in writing of any claims brought against the Contractor, or any subcontractor, judicial or otherwise, related to any such injuries and/or fatalities including a copy of such claim(s).

2387815.1

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Project No. Measure V 110 v01012008 Additional Provisions

Technical Specifications & Project Plans

ECOPY

Project No. Measure V 111 v01012008 Additional Provisions

Project Management

Alameida Architecture

Construction Management

PROJECT MANUAL TECHNICAL SPECIFICATIONS

CITY OF HEALDSBURG 2015-16 MEASURE V

MULTI-SITE IMPROVEMENT PROJECT

OWNER ECOPYCITY OF HEALDSBURG 401 GROVE STREET HEALDSBURG, CALIFORNIA 95448

(707) 824-1219 - 555 South Main Street, Suite 2 - Sebastopol - CA 95472 www.alameida.com CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

TECHNICAL SPECIFICATIONS

DIVISION 1 - GENERAL REQUIREMENTS

SECTION TITLE 01 0100 SUMMARY OF WORK 01 2300 BID ALTERNATES 01 3100 PROJECT MEETINGS 01 3200 PROJECTY PROGRESS DOCUMENTATION 01 3300 SUBMITTALS AND SHOP DRAWINGS 01 3370 SCHEDULE OF VALUES 01 3510 ALTERATION PROJECT PROCEDURES 01 4000 REGULATORY REQUIREMENTS 01 4200 QUALITY CONTROL 01 4523 TESTING AND LABORATORY SERVICES 01 4525 TESTING CONCRETE FLOOR FOR MOISTURE AND PH 01 5000 TEMPORARY FACILITIES AND CONTROL 01 6000 PRODUCT HANDLING 01 6100 PRODUCT SUBSTITUTIONS 01 6110 CALGREEN STANDARDS 01 6116 V.O.C. STANDARDS 01 7000 CONTRACT CLOSE-OUT 01 7419 CONSTRUCTION WASTE MANAGEMENT

DIVISION 2 - SITE CONSTRUCTION

SECTION TITLE 02 4119 DEMOLITION, CUTTING AND PATCHING

DIVISION 3 - CONCRETE

SECTION TITLE NOT USED

DIVISION 4 - MASONRY

SECTION TITLE NOT USEDECOPY

DIVISION 5 - METALS

SECTION TITLE 05 5000 METAL FABRICATIONS

TECHNICAL SPECIFICATIONS TABLE OF CONTENTS 00010 - 1 CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

DIVISION 6 - WOOD AND PLASTICS

SECTION TITLE 06 1000 ROUGH CARPENTRY 06 1600 FRAMING AND SHEATHING 06 4100 INTERIOR ARCHITECTURAL WOODWORK 06 6119 ENGINEERED QUARTZ COUNTERTOPS 06 6200 PAPER COMPOSITE SHEETGOODS (CASEWORK ALTRERNATE)

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

SECTION TITLE 07 0150 PREPARATION FOR RE-ROOFING 07 1412.1 RESTORATION COATING OF B.U.R. 07 1416.2 RESTORATION COATING OF METAL ROOFING 07 5113 BUILT-UP ASPHALT ROOFING 07 6200 FLASHING SHEET METAL 07 7200 ROOF ACCESSORIES 07 9200 JOINT SEALANTS

DIVISION 8 - DOORS AND WINDOWS

SECTION TITLE 08 3113 ACCESS DOORS AND PANELS 08 6200 UNIT SKYLIGHTS

DIVISION 9 - FINISHES

SECTION TITLE 09 2900 GYPSUM WALLBOARD SYSTEM 09 3013 CERAMIC TILE 09 6543 RESILIENT SHEET FLOORING 09 9000 PAINTING 09 9600 SPECIAL COATING ( NON-FERROU METAL)

DIVISION 10 - SPECIALITIES SECTION ECOPYTITLE 10425 SIGNS

DIVISION 11 - EQUIPMENT

SECTION TITLE

00010 - 2 TECHNICAL SPECIFICATIONS TABLE OF CONTENTS CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

NOT USED

DIVISION 12 - FURNISHINGS

SECTION TITLE 12-9300 SITE FURNISHINGS

DIVISION 22 - PLUMBING

SECTION TITLE 22-0000 GENERAL PLUMBING REQUIREMENTS 22-0100 BASIC PLUMBING MATERIALS, METHODS AND IDENTIFICATION 22-0500 PLUMBING SPECIALTIES, HANGERS SUPPORTS ETC 22-0700 PIPING AND EQUIPMENT INSULATION 22-1100 POTABLE WATER PIPING 22-2000 FUEL GAS PIPING 22-2200 PIPING - DRAINAGE AND VENT PIPING 22-4000 PLUMBING FIXTURES

DIVISION 23 - MECHANICAL

SECTION TITLE 23-0000 BASIC MECHANICAL MATERIALS AND METHODS 23-0100 HEATING, VENTILATION AND AIR CONDITIONING 23-0529 HVAC -HANGERS SUPPORTS MECHANICAL VIBRATION AND SEISMIC CONTROLS 23 05 93 TESTING AND BALANCING 23-0713 DUCT INSULATION 23 0719 PIPE INSULATION 23 09 00 HVAC CONTROLS 23 21 23 CONDENSATE PUMPS 23 23 00 REFRIGERANT PIPING 23-3100 DUCTWORK AND ACCESSORIES 23-3700 AIR TERMINAL UNITS 23 80 00 HVAC EQUIPMENT

DIVISIONECOPY 26 - ELECTRICAL SECTION TITLE 26-0500 BASIC ELECTRICAL REQUIREMENTS 26-0800 TESTING 26-2400 SERVICE AND DISTRIBUTION SYSTEM

TECHNICAL SPECIFICATIONS TABLE OF CONTENTS 00010 - 3 CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

26-2700 BASIC ELECTRICAL MATERIALS AND METHODS

DIVISION 28 - ELECTRICRONIC SAFETY AND SECURITY

SECTION TITLE 28 3100 FIRE DETECTION AND ALARM (DESIGN BUILD HEALDSBURG SENIOR CENTER)

DIVISION 31 - SITEWORK

SECTION TITLE 31 0165 CONSTRUCTION SITE BEST MANAGEMENT PRACTICES PLAN ( SITE WORK AT HCC) 31-5500 BACKFILLING 31-5700 AGGREGATE BASE COURSE 31-6000 FINISH GRADING

DIVISION 32 - EXTERIOR IMRPOVEMENTS

SECTION TITLE

32 1500 TREE AND SHRUB REMOVAL 32 1600 CONCRETE PAVING 32-9115 TOP SOIL 32-9300 TREE, PLANTS AND GROUND COVER 32-9500 PLANT ESTABLISHMENT

ECOPY

00010 - 4 TECHNICAL SPECIFICATIONS TABLE OF CONTENTS CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

SECTION 01-100 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

The Work of this Contract shall consist of the construction and completion of the project known as CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT.

A. Including but not limited to:

1. Repairs and Improvements at Healdsburg Senior Center.

a. Reroofing.

b. New HVAC System(s).

c. Replacement / refinishing kitchen casework and other finishes.

2. Repairs and Improvements at Healdsburg Fire Department.

a. New HVAC System(s)

b. Application of roof coating

c. Installation of new wall parapet coping.

3. Repairs and Improvements at Healdsburg Police Department.

a. New HVAC System(s).

b. Application of roof coating.

c. Waterproofing and gasket replacement of trellis brackets and windows.

d. Installation of new restroom counters and plumbing.

e. Misc. ADA improvements. ECOPY4. Repairs and Improvements at Healdsburg Community Center. a. Removal of courtyard trees, other landscaping and flatwork.

b. Demolition and removal of modular classroom buildings.

SUMMARY OF WORK 01-100 - 1 HEALDSBURG COMMUNITY CENTER HVAC REPLACEMENT, ROOFING PRESERVATION AND ADA RESTROOM IMPROVEMENTS

c. Installation of new wall mounted HVAC units at Modular buildings that remain.

d. Installation of Skylights,

e. Installation of hot water system(s)

f. Exterior building painting and metal roofing special coating.

g. Landscaping improvements

5. Repairs and Improvements at Healdsburg Corporation Yard, Dry Creek Water Supply System Building.

a. Install ductless split system cooling unit at electrical room.

B. All work shown or described in the Contract Documents shall be furnished complete, in-place, and ready for occupancy and use.

1.2 WORK NOT IN CONTRACT

A. All work specifically noted as N.I.C. (Not In Contract) shall not form part of the Work of this Contract, however, if specifically called for in the Contract Documents the Contractor shall be required to coordinate the Work of this Contract with work performed by others.

1.3 QUALITY ASSURANCE

A. The construction in place and all operations on the site and in conjunction with the work of construction shall be done in accordance with the Contract Documents and shall comply with all laws, ordinances, regulations, rules, permits and directives of the governing authorities having jurisdiction over the Work.

B. Manufacturer's Directions: Where Specifications require work to be performed in accordance with manufacturer's directions, the Contractor shall obtain and distribute copies of said directions to Owner, Architect, and field office prior to starting the affected part of the work.

C. Materials: All materials and equipment incorporated into the Work shall be new, except where re-use of existing materials or equipment is specifically indicatedECOPY on the Drawings or specified. Materials employed for construction purposes, such as formwork, scaffolding, temporary light fixtures, lamps, piping or wiring shall not be used in the Work.

1. All similar materials and equipment shall be from one manufacturer and shall be the same model, type and style for the same use

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throughout the Project. This requirement shall apply whether the item is furnished under one, or several sections of the Specifications. Failure to comply with this requirement will be cause for rejection of materials.

D. Unforeseen Conditions: Contractor shall verify all existing conditions and all dimensions at the site prior to beginning work.

1. Should discrepancies concerning existing conditions or dimensions be discovered, the Contractor shall report such discrepancies to the Architect immediately. Do not proceed with work in the area of the discrepancies until they have been resolved to the satisfaction of the Architect and instructions on how to proceed have been issued to the Contractor by the Architect.

E. The presence of the Architect or any of Architect’s designated representatives at the job site shall not relieve the Contractor from Contractor’s responsibility to control and supervise the performance of the Work or from the manner in which it is safely accomplished.

F. Discrepancies in the Drawings or Specifications shall not relieve the Contractor from performing omitted or misdescribed details of work. Work shall be performed as if fully and correctly described in the Drawings and Specifications.

1.4 WORKMANSHIP

A. All workmanship shall be performed by skilled mechanics in accordance with established standards of first-class workmanship in each of the various trades. All items and all joints and all transitions between items shown to be plumb, level, flat or straight, throughout their entire extent shall be so within limits of tolerances specified. In cases where tolerances are not specified, all items shall be installed in accordance with established standards of first-class workmanship in each trade.

B. Contractor shall, before installing any item or material, verify that surfaces to receive such item or material are plumb, level, true to line and straight to the degree necessary to achieve tolerances specified or required. All shimming, blocking, stripping, grinding or patching required shall be done without ECOPYadditional cost to the Owner. C. All joints in finish materials shall be tight, straight, even and smooth.

D. All operable items shall operate smoothly, without sticking, binding, or excessive play or looseness.

SUMMARY OF WORK 01-100 - 3 HEALDSBURG COMMUNITY CENTER HVAC REPLACEMENT, ROOFING PRESERVATION AND ADA RESTROOM IMPROVEMENTS

E. All similar work shall have uniform appearance, and all finished work shall have no unsightly or hazardous protrusions, burrs or sharp edges, and shall have appropriate provisions for expansion and contraction.

F. All finish surfaces shall be free of bubbles, streaks, peeling, pits, chips, dents, cracks, stains or excessive sealant.

1.5 MARSHALING AREA

A. Contractor’s parking and marshaling areas shall be as directed by the Owner. The Contractor shall limit Contractor’s parking and marshaling activities to the areas indicated, and shall limit the activities of all workers on the project within the limit of work, unless specific permission is granted by the Owner. Contractor shall not use any existing building on campus for storage, unless specific permission is granted by the Owner.

1.6 DOCUMENTS REQUIRED AT JOB SITE

A. One copy of all Contract Documents, complete and in good order shall be kept at the job site and available to the Architect at all times. Contractor shall also keep all shop and setting drawings and all modifications and clarifications to the Contract Documents complete and in good order and available to the Architect at the job site at all times.

END OF SECTION

ECOPY

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SECTION 01-2300 – BID ALTERNATES

PART 1 - GENERAL

1.1 SUMMARY

A. The work described in the drawings and specifications specifically delineated as bid alternate work. All other work on the drawings not designated as alternate work is considered Base Bid work.

1.2 ACCEPTANCE OF ALTERNATES

A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at Owner’s Option. Accepted alternates will be identified in the Owner-Contractor agreement.

B. Coordinate related work and modify associated or surrounding work to fully integrate the inclusion or exclusion of Bid Alternates.

1.3 BASE BID WORK

A. All work indicated on the specifications and drawings

1.4 SCHEDULE OF ALTERNATES

A. Alternate One (1) (Additive): Casework at Healdsburg Senior Center constructed of Paper Composite Sheet Goods (Specification 06-6200) in lieu of Plastic Laminate

B. Alternate Two (2) (Additive) : All work at Healdsburg Police Station.

C. Alternate Three (3): (Additive) All work at Healdsburg Community Center.

PART 2 - PRODUCTSECOPY AND PART 3 EXECUTION – NOT USED END OF SECTION

BID ALTERNATES 01-2300 - 1 CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

SECTION 01-3100 - PROJECT COORDINATION MEETINGS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section specifies administrative and procedural requirements for project meetings including but not limited to:

1. Pre-Construction Conference.

2. Pre-Installation Conferences.

3. Coordination Meetings.

4. Progress Meetings.

B. Construction schedules are specified in another Division-1 Section.

1.3 PRE-CONSTRUCTION CONFERENCE

A. Schedule a pre-construction conference and organizational meeting at the Project site or other convenient location no later than 15 days after execution of the Agreement unless otherwise directed by the School District Project Manager. Conduct the meeting to review responsibilities and personnel assignments.

B. Attendees: The School District Project Manger and Representatives, the Architect, DSA Inspector, the Contractor and its superintendent, major subcontractors, manufacturers, suppliers and other concerned parties shall each be represented at the conference by persons familiar with and authorized to conclude matters relating to the Work.

C. Agenda: Discuss items of significance that could affect progress including ECOPYsuch topics as: 1. Tentative construction schedule.

2. Critical Work sequencing.

3. Designation of responsible personnel.

PROJECT COORDINATION MEETINGS 01-3100 - 1 CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

4. Procedures for processing field decisions and Change Orders.

5. Procedures for processing Applications for Payment.

6. Distribution of Contract Documents.

7. Submittal of Shop Drawings, Product Data and Samples.

8. Preparation of record documents.

9. Use of the premises.

10. Office, Work and storage areas.

11. Equipment deliveries and priorities.

12. Safety procedures.

13. First aid.

14. Security.

15. Housekeeping.

16. Working hours

17. Duties and Relationship with Project Inspector and the Division of State Architect (DSA)

18. Reports and documentation required by DSA and the District.

1.4 PRE-INSTALLATION CONFERENCES

A. Conduct a pre-installation conference at the site before each construction activity that requires coordination with other construction. The Installer and representatives of manufacturers and fabricators involved in or affected by the installation, and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise the Architect and School District Project Manager of scheduled meeting dates. 1. ECOPYReview the progress of other construction activities and preparations for the particular activity under consideration at each pre-installation conference, including requirements for:

a. Contract Documents.

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b. Options.

c. Related Change Orders.

d. Purchases.

e. Deliveries.

f. Shop Drawings, Product Data and quality control Samples.

g. Possible conflicts.

h. Compatibility problems.

i. Time schedules.

j. Weather limitations.

k. Manufacturer's recommendations.

l. Compatibility of materials.

m. Acceptability of substrates.

n. Temporary facilities.

o. Space and access limitations.

p. Governing regulations.

q. Safety.

r. Inspection and testing requirements.

s. Required performance results.

t. Recording requirements.

u. Protection.

1.5 COORDINATION MEETINGS A. ECOPYConduct Project coordination meetings at regularly scheduled times convenient for all parties involved. Project coordination meetings are in addition to specific meetings held for other purposes, such as regular progress meetings and special pre-installation meetings.

PROJECT COORDINATION MEETINGS 01-3100 - 3 CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

B. Request representation at each meeting by every party currently involved in coordination or planning for the construction activities involved.

C. Record meeting results and distribute copies to everyone in attendance and to others affected by decisions or actions resulting from each meeting.

1.6 PROGRESS MEETINGS

A. Conduct progress meetings at the Project site at regularly scheduled intervals. Notify Architect and School District Project Manager of scheduled meeting dates. Coordinate dates of meetings with preparation of the payment request.

B. Attendees: In addition to representatives of the School District and Architect, each subcontractor, supplier or other entity concerned with current progress or involved in planning, coordination or performance of future activities shall be represented at these meetings by persons familiar with the Project and authorized to conclude matters relating to progress.

C. Agenda: Review and correct or approve minutes of the previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to the current status of the Project.

1. Contractor's Construction Schedule: Review progress since the last meeting. Determine where each activity is in relation to the Contractor's Construction Schedule, whether on time or ahead or behind schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.

2. Review the present and future needs of each entity present, including such items as:

a. Interface requirements.

b. Time.

c. Sequences. ECOPYd. Deliveries. e. Off-site fabrication problems.

f. Access.

g. Site utilization.

01-3100 - 4 PROJECT MANAGEMENT COORDINATION MEETINGS CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

h. Temporary facilities and services.

i. Hours of Work.

j. Hazards and risks.

k. Housekeeping.

l. Quality and Work standards.

m. Change Orders.

n. Documentation of information for payment requests.

D. Reporting: The School District Project Manager will compile and distribute minutes after each progress meeting date for the next progress meeting, distribute copies of minutes of the meeting to each party present and to other parties who should have been present. Include a brief summary, in narrative form, of progress since the previous meeting and report.

1. Schedule Updating: Revise the construction schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue the revised schedule concurrently with the report of each meeting.

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION (NOT APPLICABLE)

END OF SECTION ECOPY

PROJECT COORDINATION MEETINGS 01-3100 - 5 CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

SECTION 01-3200 - PROJECT PROGRESS DOCUMENTATION

PART 1 - GENERAL

1.1 DESCRIPTION

A. Work included: To assure adequate planning and execution of the Work so that the Work is completed within the number of calendar days allowed in the Contract, prepare and maintain the schedules and reports described in this Section.

B. Related work:

1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications.

2. Requirements for progress schedule: General Conditions.

3. Construction period: Form of Agreement.

C. Definitions:

1. "Day," as used throughout the Contract unless otherwise stated, means "calendar day."

1.2 QUALITY ASSURANCE

A. Employ a scheduler who is thoroughly trained and experienced in compiling construction schedule data, and in preparing and issuing periodic reports as required below.

B. Perform data preparation, analysis, charting, and updating in accordance with standards approved by the Architect.

C. Reliance upon the approved schedule:

1. The construction schedule as reviewed by the Architect will be an integral part of the Contract and will establish interim completion dates for the various -activities under the Contract. ECOPY2. Should any activity not be completed within 15 days after the stated scheduled date, the Owner shall have the right to require the Contractor to expedite completion of the activity by whatever means the Owner deems appropriate and necessary, without additional compensation to the Contractor.

PROJECT PROGRESS DOCUMENTATION 01-3200 - 1 CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

3. Should any activity be 30 days or more behind schedule, the Owner shall have the right to perform the activity or have the activity performed by whatever method the Owner deems appropriate.

4. Costs incurred by the Owner and by the Architect in connection with expediting construction activity under this Article shall be reimbursed by the Contractor.

5. It is expressly understood and agreed that failure by the Owner to exercise the option either to order the Contractor to expedite an activity or to expedite the activity by other means shall not be considered to set a precedent for any other activities.

1.3 SUBMITTALS

A. Comply with pertinent provisions of Section 01340.

B. 'As-planned' Construction Schedule: Within 15 calendar days after the Contractor has received the Owner's Notice to Proceed, submit one reproducible copy and four prints of a preliminary construction schedule prepared in accordance with Part 3 of this Section.

C. Construction schedule: Within 30 calendar days after the Contractor has received the Owner's Notice to Proceed, submit one reproducible copy and three prints of a construction schedule prepared in accordance with Part 3 of this Section.

D. Periodic reports: On the first working day of each month following the submittal described in Paragraph 1.3-C above, submit three prints of the construction schedule updated as described in Part 3 of this Section. Monthly Pay Request processing by the Architect is contingent upon receipt and approval of the updated construction schedule.

1.4 SCHEDULE

A. The schedule for construction shall be as indicated in the contract for construction.

1.5 STORAGE OF MATERIALS A. AllECOPY work, storage of materials, and vehicle parking shall take place only within the fenced in areas designated by the District Representative.

B. Workmen may not park outside the designated building construction area.]

01-3200 - 2 PROJECT PROGRESS DOCUMENTATION CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

1.6 SITE ACCESS

A. All ingress and egress to the work area shall be as designated by the Owners Representative.

1.7 MEETINGS

A. Weekly job site meetings attended by Contractor, related subcontractors, Architect, Project Inspector, and Owner's Representative will be held. Meeting agenda will review progress, schedule and address all Project-related issues. A reduced schedule of meetings may be instituted at certain project phases upon mutual agreement of the Architect, Project Inspector and Owner.

1.8 CONTRACTOR'S CONDUCT DURING THE CONSTRUCTION PERIOD

A. The Project site may be occupied by City staff or patrons during the construction period. At the beginning of the project for each construction site, a meeting will be held between the City's representative and the construction superintendent to discuss the District's policies regarding smoking, dress, construction parking, contact between staff, students and workman and other issues affecting the educational/ construction interface.

1.9 ADVERSE WEATHER EXTENSIONS.

A. As described in the General Conditions extensions of time for adverse weather conditions may be granted for days which are in excess of the average number of days considered normal for the project location. The following chart lists the normal number of adverse weather days for the job location. Adverse weather is defined as weather conditions resulting in a cessation of the progress of the work which will delay the time of completion of the contract.

AVERAGE NUMBER OF ADVERSE WEATHER DAYS: FOR HEALDSBURG, CALIFORNIA

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 10 8 7 4 2 1 0 0 1 2 6 8 Source: http://www.wrcc.dri.edu/cgi-bin/cliMAIN.pl?ca3875

PART 2 - PRODUCTSECOPY 2.1 CONSTRUCTION ANALYSIS

A. Graphically show by bar-chart the order and interdependence of all activities necessary to complete the Work, and the sequence in which each activity is to be accomplished, as planned by the Contractor and his project field

PROJECT PROGRESS DOCUMENTATION 01-3200 - 3 CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

superintendent in coordination with all subcontractors whose work is shown on the diagram.

B. Include, but do not necessarily limit indicated activities to:

1. Project mobilization;

2. Submittal and approval of Shop Drawings and Samples;

3. Procurement of equipment and critical materials:

4. Fabrication of special material and equipment, and its installation and testing.

5. Final cleanup;

6. Final inspecting and testing; and

7. All activities by the Architect that affect progress, required dates for completion, or both, for all and each part of the Work.

8. Account for 'Normal' number of rain days per month as recorded in a 10-year average by the local water agency or other pubic agency {Mendocino County Water Agency) keeping records for at least 10 years, or otherwise stated in the above table. These days are not eligible for weather delay claims

PART 3 - EXECUTION

3.1 'AS-PLANNED' SCHEDULE

A. Contents:

1. Show all activities of the Contractor under this Work for the period between receipt of Notice to Proceed and submittal of construction schedule required under Paragraph 1.3-C above;

2. Show the Contractor's general approach to remainder of the Work;

3. Show cost of all activities scheduled for performance before submittal ECOPYand approval of the construction schedule. B. Submit in accordance with Paragraph 1.3-B above.

3.2 CONSTRUCTION SCHEDULE

01-3200 - 4 PROJECT PROGRESS DOCUMENTATION CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

A. The Contractor shall provide a construction schedule in accordance with the General Conditions, Section 20. The Contractor shall include in this schedule the average rain days in accordance with 2.1B (8) above.

B. The original construction schedule shall include, in addition to the Contractor's normal categories, the following:

1. Milestones for submittals, shop drawings and substitution requests;

2. DSA deferred approvals;

3. Rain days indicated in Paragraph (3.2-A) above;

4. Milestones for connections to utilities;

5. Milestone for completion of the vehicular paved areas and drainage system;

6. Milestone for completion of each individual building;

7. Milestones for initial punch list walk through;

8. Schedule for geotechnical consultant to be on site for observation and testing;

9. Milestones for testing lab to obtain material samples and observe required fabrications;

10. Project Record Document completion.

C. The original construction schedule shall be termed the "As-Planned" schedule and shall not be modified. Required updates to the schedule shall be termed "As-Built" schedules and shall be done on a separate line on the schedule, adjacent to the " As- Planned" schedule for comparison. Schedule modifications due to approved change orders or delay claims shall be indicated on the " As- Built" schedule as they occur.

D. Schedules shall be comprehensive enough to determine daily activities, trade responsible for the activity, and individual area or building the activity will occur at, on any given day. E. ECOPYEach trade listed on the Designation of Subcontractors form and the Schedule of Values form shall be identified in the construction schedule.

F. Submit in accordance with Paragraph 1.3-C above.

PROJECT PROGRESS DOCUMENTATION 01-3200 - 5 CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

3.3 PERIODIC REPORTS

A. As required under Paragraph 1.3-D above, update the approved construction schedule.

1. Indicate " actual" progress in percentage of completion for each activity;

2. Provide written narrative summary of revisions causing delay in the program, and an explanation of corrective actions taken or proposed.

3.4 REVISIONS

A. Make only those revisions to approved construction schedule as indicated by the Architect.

END OF SECTION

ECOPY

01-3200 - 6 PROJECT PROGRESS DOCUMENTATION CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

SECTION 01-3300 - SUBMITTALS AND SHOP DRAWINGS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section specifies administrative and procedural requirements for submittals required for performance of the Work, including:

1. Contractor's construction schedule.

2. Submittal schedule.

3. Shop Drawings.

4. Product Data.

5. Samples.

6. Daily Construction Report.

B. Administrative Submittals: Refer to other Division-1 Sections and other Contract Documents for requirements for administrative submittals. Such submittals include, but are not limited to:

1. Applications for payment.

2. Performance and payment bonds.

3. Insurance certificates.

4. List of Subcontractors.

1.3 SUBMITTAL PROCEDURES A. ECOPYCoordination: Coordinate preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay.

SUBMITTALS 01-3300 - 1 CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals and related activities that require sequential activity.

2. Coordinate transmittal of different types of submittals for related elements of the Work so processing will not be delayed by the need to review submittals concurrently for coordination.

a. The Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

3. Processing: Allow sufficient review time so that installation will not be delayed as a result of the time required to process submittals, including time for resubmits.

a. Allow Fourteen days for initial review. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. The Architect will promptly advise the Contractor when a submittal being processed must be delayed for coordination.

b. If an intermediate submittal is necessary, process the same as the initial submittal.

c. Allow fourteen days for reprocessing each submittal.

d. No extension of Contract Time will be authorized because of failure to transmit submittals to the Architect sufficiently in advance of the Work to permit processing.

B. Submittal Preparation: Place a permanent label or title block on each submittal for identification. Indicate the name of the entity that prepared each submittal on the label or title block.

1. Provide a space approximately 4" x 5" on the label or beside the title block on Shop Drawings to record the Contractor's review and approval markings and the action taken.

2. Include the following information on the label for processing and ECOPYrecording action taken. a. Project name.

b. Date.

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c. Name and address of Architect.

d. Name and address of Contractor.

e. Name and address of subcontractor.

f. Name and address of supplier/manufacturer.

g. Submittal number (Descending). Identify secondary submittals by letter suffix.

h. Number and title of appropriate Specification Section.

i. Drawing number and detail references, as appropriate.

C. Submittal Transmittal: Package each submittal appropriately for transmittal and handling. Transmit each submittal from Contractor to City representative using a transmittal form. Submittals received from sources other than the Contractor will be returned without action.

1. On the transmittal Record relevant information and requests for data. On the form, or separate sheet, record deviations from Contract Document requirements, including minor variations and limitations. Include Contractor's certification that information complies with Contract Document requirements.

1.4 CONTRACTOR'S CONSTRUCTION SCHEDULE

A. Within 15 calendar days after Notice to Proceed, the Contractor shall submit to School District Representative for approval 3 copies of his construction schedule showing in detail the proposed sequence of activities.

B. The construction schedule shall consist of a critical path (CPM) network, a computer printout, and an analysis showing the order in which the Contractor proposes to carry out the Work, and the dates on which he will start and complete the salient features thereof, including procurement of materials, plant, and equipment.

C. The CPM Schedule shall use an activity on arrow or precedence method of network diagramming and shall conform to the following requirements of the ECOPYConditions of the Contract: 1. The specified Time for the completion of the Work.

2. Show a reasonable and orderly work sequence that will preclude excessive or inadequate times for completion of any part thereof.

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3. Show and be in accordance with the order, fabrication, and delivery dates for equipment and materials.

4. Show submittal of shop drawing and review by City as specified herein.

5. Show construction milestones, including inspections, and critical path events.

6. The CPM Schedule shall be subject to the approval of, and modification by, the Architect or School District Project Manager.

D. The CPM Schedule shall be updated monthly to represent the actual history of accomplishment of all activities as well as the Contractor's current projected plan for orderly completion of the Work. The Contractor shall submit a monthly evaluation of the critical path analysis including the following:

1. Percentage of activity completed.

2. Anticipated completion time of entire work.

3. Description of problem areas.

4. Current and anticipated delaying factors and their impact.

5. Explanation of corrective action taken or proposed.

E. Cost Correlation: At the head of the schedule, provide a two item cost correlation line, indicating "precalculated" and "actual" costs. On the line show dollar-volume of Work performed as of the dates used for preparation of payment requests.

1. Refer to Section "Applications for Payment" for cost reporting and payment procedures.

F. Distribution: Following response to the initial submittal, print and distribute copies to the Architect, School District Project Manager, subcontractors, and other parties required to comply with scheduled dates. Post copies in the Project meeting room and temporary field office.

1. When revisions are made, distribute to the same parties and post in the ECOPYsame locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in construction activities.

G. A revised schedule shall be submitted when one or more of the following conditions occur:

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1. Progress falls significantly behind schedule and the School District Project Manager requests a revised schedule.

2. A Change Order affects the Contract Time or the sequence of activities.

3. The Contractor elects to change any sequence of activities affecting the critical path.

4. Delay of a non critical activity changes the course of the critical path.

H. The submission of a revised schedule will not relieve the Contractor of his responsibility to provide notice of delay.

1.5 SUBMITTAL SCHEDULE

A. After development and acceptance of the Contractor's construction schedule, prepare a complete schedule of submittals. Submit the schedule within 10 days of the date required for establishment of the Contractor's construction schedule.

1. Coordinate submittal schedule with the list of subcontracts, schedule of values and the list of products as well as the Contractor's construction schedule.

2. Prepare the schedule in chronological order; include submittals required during the first 90 days of construction. Provide the following information:

a. Scheduled date for the first submittal.

b. Related Specification Section number.

c. Submittal category.

d. Name of subcontractor.

e. Description of the part of the Work covered.

f. Scheduled date for resubmittal. ECOPYg. Scheduled date the Architect's final release or approval. B. Distribution: Following response to initial submittal, print and distribute copies to the Architect, School District Project Manager, subcontractors, and other parties required to comply with submittal dates indicated. Post copies in the Project meeting room and field office.

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1. When revisions are made, distribute to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in construction activities.

C. Schedule Updating: Revise the schedule after each meeting or activity, where revisions have been recognized or made. Issue the updated schedule concurrently with report of each meeting.

1.6 SHOP DRAWINGS

A. Submit newly prepared information, drawn to accurate scale. Highlight, encircle, or otherwise indicate deviations from the Contract Documents. Do not reproduce Contract Documents or copy standard information as the basis of Shop Drawings. Standard information prepared without specific reference to the Project is not considered Shop Drawings.

B. Shop Drawings include fabrication and installation drawings, setting diagrams, schedules, patterns, templates and similar drawings. Include the following information:

1. Dimensions.

2. Identification of products and materials included.

3. Compliance with specified standards.

4. Notation of coordination requirements.

5. Notation of dimensions established by field measurement.

6. Sheet Size: Except for templates, patterns and similar full-size Drawings, submit Shop Drawings on sheets at least 8-1/2" x 11" but no larger than 30" x 42".

7. Initial Submittal: Submit one correctable translucent reproducible print and three blue- or black-line print for the Architect's review; the reproducible print and two paper prints will be returned.

8. Re Submittal: Submit prints as stated above.

9. ECOPYThe contractor shall keep one of the returned stamped prints at the site to be maintained and marked-up as a Record Document.

10. Do not use Shop Drawings without an appropriate final stamp indicating action taken in connection with construction.

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1.7 PRODUCT DATA

A. Collect Product Data into a single submittal for each element of construction or system. Product Data includes printed information such as manufacturer's installation instructions, catalog cuts, standard color charts, roughing-in diagrams and templates, standard wiring diagrams and performance curves. Where Product Data must be specially prepared because standard printed data is not suitable for use, submit as "Shop Drawings."

1. Mark each copy to show applicable choices and options. Where printed Product Data includes information on several products, some of which are not required, mark copies to indicate the applicable information. Include the following information:

a. Manufacturer's printed recommendations.

b. Compliance with recognized trade association standards.

c. Compliance with recognized testing agency standards.

d. Application of testing agency labels and seals.

e. Notation of dimensions verified by field measurement.

f. Notation of coordination requirements.

2. Do not submit Product Data until compliance with requirements of the Contract Documents has been confirmed.

3. Submittals: Submit Six (6) copies of each required submittal. The Architect will retain two, and will return the other marked with action taken and corrections or modifications required.

a. Unless noncompliance with Contract Document provisions is observed, the submittal may serve as the final submittal.

4. Distribution: Furnish copies of final submittal to installers, subcontractors, suppliers, manufacturers, fabricators, and others required for performance of construction activities. Show distribution on transmittal forms.

ECOPYa. Do not proceed with installation until an applicable copy of Product Data applicable is in the installer's possession.

b. Do not permit use of unmarked copies of Product Data in connection with construction.

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1.8 SAMPLES

A. Submit full-size, fully fabricated Samples cured and finished as specified and physically identical with the material or product proposed. Samples include partial sections of manufactured or fabricated components, cuts or containers of materials, color range sets, and swatches showing color, texture and pattern.

1. Mount, display, or package Samples in the manner specified to facilitate review of qualities indicated. Prepare Samples to match the Architect's Sample. Include the following:

a. Generic description of the Sample.

b. Sample source.

c. Product name or name of manufacturer.

d. Compliance with recognized standards.

e. Availability and delivery time.

2. Submit Samples for review of kind, color, pattern, and texture, for a final check of these characteristics with other elements, and for a comparison of these characteristics between the final submittal and the actual component as delivered and installed.

a. Where variation in color, pattern, texture or other characteristics are inherent in the material or product represented, submit multiple units (not less than 3), that show approximate limits of the variations.

b. Refer to other Specification Sections for requirements for Samples that illustrate workmanship, fabrication techniques, details of assembly, connections, operation and similar construction characteristics.

3. Submittals: Except for Samples illustrating assembly details, workmanship, fabrication techniques, connections, operation and similar characteristics, submit 3 sets; one will be returned marked with ECOPYthe action taken. 4. Maintain sets of Samples, as returned, at the Project site, for quality comparisons throughout the course of construction.

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a. Unless noncompliance with Contract Document provisions is observed, the submittal may serve as the final submittal.

b. Sample sets may be used to obtain final acceptance of the construction associated with each set.

1.9 DAILY CONSTRUCTION REPORTS

A. Prepare a daily construction report, recording the following information concerning events at the site; and submit duplicate copies to the Architect at weekly intervals:

1. List of subcontractors at the site.

2. Approximate count of personnel at the site.

3. High and low temperatures, general weather conditions.

4. Accidents and unusual events.

5. Meetings and significant decisions.

6. Stoppages, delays, shortages, losses.

7. Meter readings and similar recordings.

8. Emergency procedures.

9. Orders and requests of governing authorities.

10. Change orders received, implemented.

11. Services connected, disconnected.

12. Equipment or system tests and start-ups.

13. Partial Completions, occupancies.

14. Substantial Completions authorized. PART 2 - PRODUCTSECOPY (NOT APPLICABLE). PART 3 - EXECUTION

3.1 ARCHITECT’S REVIEW

A. Except for submittals for record, information or similar purposes, where no action is taken and return is not required or requested, the Architect and their

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consultants, will review each submittal, mark to indicate action taken, and return promptly.

1. Compliance with specified characteristics is the Contractor's responsibility.

B. Action Stamp: The Architect, and appropriate consultants, will stamp each submittal with a uniform, self-explanatory action stamp. The stamp will be appropriately marked, as follows, to indicate the action taken:

1. No Exceptions Taken: Where submittals are marked "No Exceptions Taken," that part of the work covered by the submittal may proceed provided it complies with requirements of the Contract Documents; final acceptance will depend upon that compliance.

2. Make Corrections Noted: When submittals are marked "Make Corrections Noted," that part of 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 acceptance will depend on that compliance.

3. When other notation is indicated, do not proceed with that part of the Work covered by the submittal, including purchasing, fabrication, delivery, or other activity. Revise or prepare a new submittal in accordance with the notations; resubmit without delay. Repeat if necessary to obtain a different action mark. Do not permit submittals marked "Resubmit" to be used at the Project site, or elsewhere where Work is in progress.

C. Revisions:

1. Make revisions required by the Architect.

2. If the Contractor considers any required revision to be a change, he shall so notify the Architect as provided for in the Contract Documents.

3. Make only those revisions directed by the Architect 3.2 PROJECTECOPY INSPECTOR A. The Architect will provide the Project Inspector with reviewed copies of all shop Drawings and Manufactures brochures for use on the job site.

END OF SECTION

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SECTION 01-3370 - SCHEDULE OF VALUES

PART 1 - GENERAL

1.1 DESCRIPTION

A. Work included:

1. Provide a detailed breakdown of the agreed Contract Price showing values allocated to each of the various parts of the Work, as specified herein and in other provisions of the Contract Documents.

B. Related work:

1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications.

2. Schedule of values is required in the General Conditions.

3. Schedule of values is required to be compatible with the "continuation sheet" accompanying applications for payment.

1.2 QUALITY ASSURANCE

A. Use required means to assure arithmetical accuracy of the sums described.

B. When so required by the Architect, provide copies of the subcontracts or other data acceptable to the Architect, substantiating the sums described.

1.3 SUBMITTALS

A. 15 calendar days after Notice to Proceed, submit a proposed schedule of values to the Architect.

1. Schedule of Values shall be itemized separately per site cost and each individual buildings and subtotaled by the 16 C.S.I. Divisions. General conditions, profit and overhead shall be distributed on a per sq. foot basis, unless contractor has specific costs documented exclusive to one or more building subtotal. ECOPY2. The Architect will review the schedule of values prior to submitting first application for payment.

END OF SECTION

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SECTION 01-3510 - ALTERATION PROJECT PROCEDURES

PART 1 - GENERAL

1.1 REQUIREMENTS INCLUDED:

A. Coordinate work of trades and schedule elements of alteration and renovation work by procedures and methods to expedite completion of the Work.

B. In addition to demolition specified in Section 02-4116 and 02-4119, and that specifically shown, cut, move, or remove items as necessary to provide access to or allow alterations and new work to proceed. Include such items as:

1. Investigation, identifying and permanent labeling of above ground utilities and services to remain and those to be removed.

2. Repair or removal of hazardous or unsanitary condition.

3. Removal of abandoned items or items serving no useful purpose, such as abandoned piping, conduit, wiring, and ducting which conflict directly with the construction of new work.

4. Removal of unsuitable or extraneous materials not marked for salvage, such as abandoned furnishings, equipment, pumps, boiler, walkways, and debris etc. such as rotted wood, rusted metals and deteriorated concrete which are uncovered during the construction work

5. Cleaning of surfaces, and removal of surface finished as needed to install new work and finishes as noted and called for in the plans and specifications.

C. Patch, repair, and refinish existing items to remain, to the specified condition for each material, with a workmanlike transition to adjacent new items of construction.

1.2 RELATED REQUIREMENTS

A. Section 02-4116 - Structure Demolition

B. Section 02-4119 - Selective Demolition 1.3 ALTERATIONS,ECOPY CUTTING, AND PROTECTION A. Assign the work of moving, removal, cutting and patching, to trades qualified to perform the work in a manner to cause least damage to each type of work, and provide means of returning surfaces to appearance of new work.

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B. Perform cutting and removal work to remove minimum necessary, and in a manner to avoid damage to adjacent work.

1. Cut finish surfaces such as roofing and siding, by methods to terminate surfaces in straight line at a natural point of division. Shingle in, patch and stagger joints so as to provide a final finished appearance that is water tight in every way.

C. Perform cutting and patching as specified in Section 02-4119 Selective Demolition.

D. Protect existing finishes, equipment, and adjacent work scheduled to remain, from damage.

1. Protect existing and new work from weather and extremes of temperature.

a. Maintain existing interior work above 60 degrees F.

b. Provide weather protection, waterproofing, heat and humidity control as needed to prevent damage to remaining existing work and to new work.

PART 2 - PRODUCTS

2.1 PRODUCTS FOR PATCHING, EXTENDING, AND MATCHING

A. General requirements that work be completed:

1. Provide same products or types of construction as that in existing items as needed to patch, extend or match existing work.

a. Generally, contract documents will not define products or standards of workmanship present in existing construction; Contractor shall determine products by inspection and any necessary testing, and workmanship by use of the existing as a sample of comparison. Existing construction shall be verified on site prior to the beginning of demolition or remodel work.

2. Presence of a product, finish, or type of construction, requires that ECOPYpatching, extending or matching shall be performed as necessary to make the work complete and consistent to identical standards of quality.

PART 3 - EXECUTION

3.1 PERFORMANCE

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A. Patch and extend existing work using skilled mechanics who are capable of matching existing quality of workmanship. Quality of patched or extended work shall be not less than that specified for new work.

3.2 DAMAGED SURFACES

A. Patch and replace any damaged portion of an existing finish surface adjacent to new work with matching material.

1. Provide adequate support of substrate prior to patching the finish.

2. Refinish patched portions of painted or coated surfaces in a manner to produce uniform color and texture over entire surface.

3.3 TRANSITION FROM EXISTING TO NEW WORK

A. When new work abuts or finished flush with existing work, make a smooth and workmanlike transition. Patched work shall match existing adjacent work in texture and appearance so that the patch or transition is invisible and final approval shall be as per the Architect's judgment.

1. When finished surfaces are cut in such a way that smooth transition with new work is not possible, terminate existing surface in a neat manner along a straight line at a natural line of division, and provide trim appropriate to finished surface. Consult Architect for instruction to proceed if a smooth transition is not possible.

3.4 CLEANING

A. Perform periodic cleaning as required to maintain a safe workmanship environment during construction duration. See Section 01700 for final cleaning.

1. Clean spillage, over-spray, and collection of other foreign materials. Contractor shall not allow dust caused from work to penetrate into areas occupied by the Owner.

B. At completion of work of each trade, clean area and make surfaces ready for work of successive trades. C. ECOPYAt completion of alteration work in each area, provide final cleaning and return space to a condition suitable for use by Owner, and as approved by the Architect.

END OF SECTION 01-3510

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SECTION 01-4000 - REQULATORY REQUIREMENTS AND REFERENCE STANDARDS

PART 1 - GENERAL

1.1 DOCUMENTS

A. The General Conditions, Supplementary Conditions and applicable portions of Division 1 of the specifications are part of this section.

1.2 CODES, ORDINANCES AND REGULATIONS

A. The contractor shall be knowledgeable of and comply with all applicable codes, ordinances and regulations having jurisdiction over the work of this project.

B. California Code of Regulations, Title 24, Part 1, 2, 3, 4, 5 and 9, 2013 editions.

C. California Building Code 2013 edition

D. California Mechanical Code 2013 edition

E. California Plumbing Code 2013 edition

F. California Electrical Code 2013 edition

G. California Fire Code 2013 edition

H. California Green Code 2013 edition

I. American with Disabilities Act Accessibilities Guidelines

J. Applicable Safety Standards: References herein to "CAL/OSHA" shall mean State of California, Department of Industrial Relations, Construction Safety Orders, as amended to date, and all change and amendments thereto

PART 2 - PRODUCTS (NOT APPLICABLE) PART 3 - EXECUTIONECOPY (NOT APPLICABLE) END OF SECTION

REQULATORY REQUIREMENTS AND REFERENCE STANDARDS 01 4000 - 1 CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

SECTION 01 4200 -QUALITY CONTROL

PART 1 - GENERAL

1.1 WORK INCLUDED:

A. Installation Control and Coordination.

B. Tolerances

C. Standards by Reference

D. Mock-ups

E. Testing and Inspection Services

F. Manufacturer’s field services and reports

1.2 RELATED WORK:

A. Inspections and testing required by laws, ordinances, rules, regulations, orders, or approvals of public authorities. Requirements for testing may be described in various sections of these specifications.

B. Respective Sections of Specifications: Certification of products.

C. Where no testing requirements are described, but the Owner decides that testing is required, the Owner may require such testing be performed under pertinent standards for testing. Payment for such special testing will be made by the Owner to reimburse the general contractor for extra services.

1.3 WORK NOT INCLUDED:

A. Selection of Testing Laboratory: The Owner will select a pre-qualified independent testing laboratory for use on the project.

1.4 QUALITY ASSURANCE:

A. The testing laboratory Employed by the District will be qualified in accordance with ASTM E329. B. ECOPYTesting, when required, will be in accordance with all pertinent codes and regulations, and with selected standards of the American Society for Testing and Materials.

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C. General Contractor to monitor quality control over suppliers, manufacturers, products, site conditions and workmanship to produce the Work at the specified quality.

1. Correct work that does not meet specified standards of workmanship or quality.

D. Comply with manufacturer’s instructions for installation of products in the sequence stipulated by the manufacturer.

1. Where Manufacturer’s instructions conflict with the Contract Documents, request clarification in writing from Architect prior to proceeding.

E. When products or construction is in place secure with positive anchorage to prevent vibration or physical distortion

1.5 TOLERANCES:

A. Where Contract documents do not stipulate tolerances comply with manufacturer’s tolerances.

1. Where Manufacturer’s tolerances conflict with the Contract Documents, request clarification in writing from Architect prior to proceeding.

B. Monitor tolerances of installed assemblies to assure tolerances do not accumulate or compound.

1.6 REFERNCES:

A. For Products or workmanship specified by association, trade, or other consensus standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. Conform to reference standard by date of issue current on date of Contract Documents, except where a specific date is established by code.

C. Obtain copies of standards where required by product specification sections.

D. The contractual relationships, duties, and responsibilities of the parties in ContractECOPY or those of the Architect/Engineer shall not be altered from the Contract Documents by mention or inference otherwise in any reference document

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1.7 TESTING AND INSPECTION SERVICES:

A. Owner will appoint, employ, and pay for specified services of an independent Testing and Inspection Agency to perform inspecting and testing as specified in Section 01410, related sections of other divisions referencing this section, and the General Conditions.

B. Contractor to request Owner's Representative to schedule inspections a minimum of 48 hours in advance of desired inspection.

1.8 MANUFACTURER’S FIELD SERVICES:

A. When specified in individual specification sections, require material or Product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, and to initiate instructions when necessary.

PART 2 - PRODUCTS

REFER TO SECTION 1410 – TESTING AND LABORATORY SERVICES

PART 3 - EXECUTION

REFER TO SECTION 1410 – TESTING AND LABORATORY SERVICES

END OF SECTION ECOPY

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SECTION 01-4523 - TESTING AND LABORATORY SERVICES

PART 1 - GENERAL

1.1 DESCRIPTION

A. Work included:

1. Cooperate with the Owner's selected testing agency and all others responsible for testing and inspecting the Work.

2. Provide such other testing and inspecting as are specified to be furnished by the Contractor in this Section and/ or elsewhere in the Contract Documents.

B. Related work:

1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division I of these Specifications.

2. Requirements for testing may be described in various Sections of these Specifications.

3. Where no testing requirements are described, but the Owner decides that testing is required, the Owner may require such testing to be performed under current pertinent standards for testing. Payment for such testing will be made as described in this Section.

C. Work not included:

1. Selection of testing laboratory: The Owner will select a pre-qualified independent testing laboratory.

2. Payment for initial testing: The Owner will pay for all initial services of the testing laboratory as further described in Article 2.1 of this Section.

1.2 REFERNCES:

A. ASTM C802 - Practice for Conducting an Interlaboratory Test Program to ECOPYDetermine the Precision of Test Methods for Construction. B. ASTM C1021 - Practice for Laboratories Engaged in the Testing of Building Sealants.

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C. ASTM C1077 - Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation.

D. ASTM C1093 - Practice for Accreditation of Testing Agencies for Unit Masonry. ASTM 0290 - Recommended Practice for Bituminous Mixing Plant Inspection.

E. ASTM 03740 - Practice for Evaluation of Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction.

F. ASTM 04561 - Practice for Quality Control Systems for an Inspection and Testing Agency for Bituminous Paving Materials.

G. ASTM E329 - Practice for Use in the Evaluation of Inspection and Testing Agencies as Used in Construction.

H. ASTM E543 - Practice for Determining the Qualification of Nondestructive Testing Agencies.

I. ASTM E548 - Practice for Preparation of Criteria for Use in the Evaluation of Testing Laboratories and Inspection Bodies.

J. ASTM E699 - Practice for Criteria for Evaluation of Agencies Involved in Testing, Quality Assurance, and Evaluating Building Components in Accordance with Test Methods Promulgated by ASTM Committee E6.

1.3 SELECTION AND PAYMENT

A. Owner's independent testing laboratory shall perform inspections, tests, and other services as specified by various specification sections.

1. Owner will employ and pay for testing laboratory to provide initial testing indicated under specific specification sections and specifically noted to be paid by the Owner.

2. Contractor shall pay for testing when:

3. Additional tests and inspections by Owner's testing agency where initial tests and inspections reveal failure to meet Contract requirements.

4. ECOPYExcessive inspection time by Owner's testing agency is required by Contractor's failure to provide sufficient workman or to properly pursue the progress of work.

5. Test(s) deemed necessary by the Owner/Architect to evaluate any substitution proposed by the Contractor.

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6. Testing and inspection for the Contractor's convenience.

7. Testing and inspection overtime necessitated by the Contractor's schedule.

B. Employment of inspection firm in no way relieves Contractor of obligation to perform Work in accordance with requirements of Contract Documents.

C. Employment of any testing laboratory by Contractor shall be subject to Owner approval; laboratory shall be under direct supervision of a registered Engineer and shall conform to ASTM 329. Laboratory of concrete producer shall not be acceptable for concrete mix designs.

D. Owner reserves the right to test any material or work of Project at any time, whether or not tests are indicated in Contract Documents.

1.4 QUALITY ASSURANCE

A. The testing laboratory will be qualified to the Owner's approval in accordance with ASTM E329.

B. Testing, when required, will be in accordance with all pertinent codes and regulations, and with selected standards of the American Society for Testing and Materials.

1.5 TESTING AGENCY RESPONSIBILITIES:

A. Comply with pertinent provisions of Section 01640.

B. Promptly process and distribute required copies of test reports and related instructions to assure necessary retesting and replacement of materials with the least possible delay in progress of the Work.

C. Promptly notify Architect/Engineer the Inspector of Record and Contractor of observed irregularities or non-conformance of Work or Products

D. After each test, observation or inspection, promptly prepare a Report to include the following:

1. Date issued. ECOPY2. Project title and number. 3. Name of inspector.

4. Date and time of sampling or inspection.

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5. Identification of product and specifications section.

6. Location in the Project.

7. Type of inspection or test.

8. Date of test.

9. Results of tests.

10. Conformance with Contract Documents.

E. Unless noted otherwise, copies of test results shall be distributed to the following :

1. Owner

2. Contractor

3. Architect

4. Structural Engineer

5. DSA

6. Inspector of Record

1.6 LIMITS OF TESTING AND INSPECTION AUTHORITY

A. Agency or laboratory may not release, revoke, alter, or enlarge on requirements of Contract Documents.

B. Agency or laboratory may not approve or accept any portion of the Work.

C. Agency or laboratory may not assume any duties of Contractor. D. Agency or laboratory has no authority to stop the Work.

1.7 CONTRACTOR RESPONSIBILITIES:

A. Provide information regarding activities requiring special inspection and tests to ECOPYDistrict's inspection and testing laboratory upon request. B. Deliver to agency or laboratory at designated location, adequate samples of materials proposed to be used which require testing, along with proposed mix designs.

C. Cooperate with laboratory personnel, and provide access to the Work.

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D. Provide incidental labor and facilities:

1. To provide access to Work to be tested.

2. To obtain and handle samples at the site or at source of Products to be tested.

3. To facilitate tests.

4. To provide storage and curing of test samples.

E. Request the Inspector of Record, in writing, forty-eight (48) hours prior to expected time for operations requiring testing services. Become familiar with time constraints of tests required. Schedule work to allow time for performance of required tests.

F. Employ services of an independent qualified testing laboratory and pay for additional samples and tests required by Contractor beyond specified requirements.

1.8 ARCHITECT’S RESPONSIBILITIES

A. Architect is not responsible for notification of the Testing Agency or scheduling its work.

B. Architect will not be responsible for the actions of the Testing Agency.

1.9 RE-TESTING

A. When initial tests indicate non-compliance with the Contract Documents, subsequent re-testing shall be performed by the same testing laboratory and the costs thereof shall be paid by the Owner and deducted from the Contract Sums owed to the Contractor.

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION

3.1 COOPERATION WITH TESTING LABORATORY

A. Representatives of the testing laboratory shall have access to the Work at all ECOPYtimes and at all locations where the Work is in progress. Provide facilities for such access to enable the laboratory to perform its functions properly.

3.2 TAKING SPECIMENS

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A. All specimens and samples for testing, unless otherwise provided in the Contract Documents, shall be taken by the testing personnel. All sampling equipment and personnel will be provided by the testing laboratory. All deliveries of specimens and samples to the testing laboratory will be performed by the testing laboratory.

3.3 SCHEDULES FOR TESTING

A. Establishing schedule:

1. By advance discussion with the testing laboratory selected by the Owner, determine the time required for the laboratory to perform its tests and to issue each of its findings.

2. Provide all required time within the construction schedule.

B. Revising schedule: When changes of construction schedule are necessary during construction, coordinate all such changes with the testing laboratory as required.

C. Adherence to schedule: When the testing laboratory is ready to test according to the established schedule, but is prevented from testing or taking specimens due to incompleteness of the Work, all extra charges for testing attributable to the delay may be back-charged to the Contractor and shall not be borne by the Owner.

3.4 TESTING AND INSPECTION REPORT

A. The initial scope of the testing services required shall be as indicated on the T & I Form which follows this section.

END OF SECTION ECOPY

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SECTION 01-4525 - TESTING CONCRETE FLOOR FOR MOISTURE AND PH

PART 1 - GENERAL

1.1 SUMMARY

A. A. Section Includes:

1. Concrete moisture content testing using relative humidity method.

2. Concrete pH testing.

1.2 RELATED REQUIREMENTS

A. Division 09 flooring sections specifying flooring and accessories requiring moisture and pH testing.

1.3 REFERENCES

A. California Code of Regulations, Title 24, Part 11 California Green Building Standards Code, "CAL-Green".

B. California Code of Regulations, Title 24, Part 2, California Building Code (CBC), International Building Code 2012, with 2013 California Amendments.

1.4 ADMINISTRATIVE REQUIREMENTS

A. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division I Section "Project Management and Coordination.'

B. Scheduling: Schedule work to permit concrete moisture testing to be completed minimum one week and maximum 3 weeks before floor coverings are installed.

1.5 SUBMITTALS

A. Product Data:

1. Submit data indicating model, manufacturer, and calibration record for relative humidity measuring equipment. ECOPY2. Submit data for floor slab treatment products. B. Shop Drawings:

1. Indicate test locations shown on building floor plan,

TESTING CONCRETE FLOOR FOR MOISTURE AND PH 01-4525 - 1 CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

C. Informational Submittals

1. Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for concrete moisture acceptable limits. Report test results in chart form.

a. Relative Humidity Test Method: Indicate test dates, time, depth of test well, in-situ temperature, relative humidity and pH levels.

b. Submit record of ambient air temperature, ambient relative humidity, and floor slab surface temperature when test sites are prepared, start of test, and end of test.

c. Indicate condition of building enclosure including position of operable windows and exterior doors when test sites are prepared, start of test, and end of test.

d. Submit transcript of datalogger.

e. Indicate operational status of HVAC systems maintaining environmental condition of spaces where tests are conducted when test sites are prepared, start of test, and end of test.

1.6 FIELD CONDITIONS

A. Ambient Conditions:

1. Do not perform concrete moisture testing until building is enclosed and the HVAC system is operational.

2. Maintain building test areas at design operating conditions for minimum 48 hours before, during, and continuously after conducting testing.

3. When permanent HVAC system is not operational at start of tests, A temporary system may be utilized to maintain ambient conditions within test areas at 65 to 85 degrees F and 40 to 60 percent relative humidity for minimum 48 hours before, during, and continuously after conducting testing until building HVAC system is capable of ECOPYmaintaining design operating conditions.

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PART 2 - PRODUCES

2.1 RELATIVE HUMIDITY TEST EQUIPMENT

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1. Vaisala www.vaisala.com.

2. Wagner Moisture Meters, Rapid RH, www.wagnermeters.com.

3. Substitutions: Section 01-6000.

B. Humidity and Temperature Probe and Meter: Comply with ASTM F2170.

2.2 PH TEST MATERIALS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1. Micro Essential Laboratory www.microessentiallab.com.

2. Substitutions: Section 01-6000.

B. pH Test Paper: Capable of indicating minimum 7.0 to 13 pH range.

C. pH Color Gage: Furnish pH test paper manufacturer's visual color gage to identify measured pH.

D. Water: Distilled or de-ionized.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify new concrete floors have cured minimum 28 days.

3.2 PREPARATION

A. When a building HVAC system is not operational and maintaining test areas at design operational conditions, install recording hygrometer or data logger ECOPYin each separate test area to record ambient temperature and relative humidity beginning 48 hours before start of tests until completion of tests within each area.

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B. Identify three moisture test sites for first 1,000 sf and one moisture test site for each additional 1,000 sf of floor area receiving floor covering on each separate floor slab.

1. Layout test site locations uniformly distributed throughout each test area.

3.3 FIELD QUALITY CONTROL

A. Testing Agency: Owner will engage a qualified testing and inspecting agency to perform concrete moisture tests and inspections and prepare test reports.

B. Acceptance Criteria:

1. Concrete floor slabs will be considered acceptable for installation of floor finishes when the following results are obtained at HVAC design operating conditions:

a. Relative Humidity Test Result 75 percent maximum relative humidity.

b. pH Test Result Within alkalinity range of 7.0 to 9.0.

2. When concrete floors do not meet acceptance criteria, apply coating per related Section "Water Vapor Emission Control System".

C. Concrete Moisture Testing - General

1. Conduct relative humidity test at each test site.

2. Conduct one pH test at each test site.

D. Relative Humidity Testing:

1. Perform tests in accordance with ASTM F2170.

2. Conduct relative humidity testing at the following depths:

a. Slabs-On-Grade: Measure temperature and relative humidity at 40 percent of slab thickness measured from top surface. ECOPYb. Elevated Slabs: Measure temperature and relative humidity at 20 percent of slab thickness measured from top surface.

3. Drill test hole at each test site to accommodate test sleeve.

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a. Hole Diameter: In accordance with test equipment manufacturer's instructions.

b. Drilling Fluids: Not permitted.

4. Vacuum dust and debris from test hole.

5. Insert sleeve, to the full depth of test hole. Cap or plug sleeve to prevent test hole contamination.

6. Permit the test site to acclimate for minimum 72 hours before measuring relative humidity.

7. Remove sleeve plug and insert probe to bottom of test hole. Allow test probe to reach temperature equilibration with concrete slab.

8. Measure and record temperature and relative humidity at the test site.

E. pH Testing-

1. Place several drops of water onto the concrete surface to form a puddle approximately 1 inch in diameter.

2. Allow the water to set for approximately 60 seconds

3. After 60 seconds, dip the pH paper into the water and remove immediately, compare color to chart provided by paper supplier to determine pH reading.

4. Record and report results.

END OF SECTION ECOPY

TESTING CONCRETE FLOOR FOR MOISTURE AND PH 01-4525 - 5 CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

SECTION 01-5000 - TEMPORARY FACILITIES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS:

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division-1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section specifies requirements for temporary services and facilities, including utilities, construction and support facilities, security and protection.

B. Temporary construction and support facilities required include but are not limited to:

1. Sanitary facilities, including drinking water.

2. Temporary enclosures.

3. Waste disposal services.

4. Construction aids and miscellaneous services and facilities.

C. Security and protection facilities required include but are not limited to:

1. Temporary fire protection.

2. Barricades, warning signs, lights.

3. Enclosure fence for the site necessary for a safe and secure site.

4. Environmental protection.

1.3 SUBMITTALS

A. Temporary Utilities: Submit reports of tests, inspections, meter readings and similar procedures performed on temporary utilities. 1.4 QUALITYECOPY ASSURANCE A. Regulations: Comply with industry standards and applicable laws and regulations if authorities having jurisdiction, including but not limited to:

1. Building Code requirements.

TEMPORARY FACILITIES 01-5000 - 1 CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

2. Health and safety regulations.

3. Utility company regulations.

4. Police, Fire Department and Rescue Squad rules.

5. Environmental protection regulations.

B. Standards: Comply with NFPA Code 241, "Building Construction and Demolition Operations", ANSI-A10 Series standards for "Safety Requirements for Construction and Demolition", and NECA Electrical Design Library, "Temporary Electrical Facilities."

1. Refer to "Guidelines for Bid Conditions for Temporary Job Utilities and Services", prepared jointly by AGC and ASC, for industry recommendations.

2. Electrical Service: Comply with NEMA, NECA and UL standards and regulations for temporary electric service. Install service in compliance with National Electric Code (NFPA 70).

C. Inspections: Arrange for authorities having jurisdiction to inspect and test each temporary utility before use. Obtain required certifications and permits.

1.5 PROJECT CONDITIONS

A. Temporary Utilities: Prepare a schedule indicating dates for implementation and termination of each temporary utility. At the earliest feasible time, when acceptable to the Owner, change over from use of temporary service to use of the permanent service.

B. Conditions of Use: Keep temporary services and facilities clean and neat in appearance. Operate in a safe and efficient manner. Take necessary fire prevention measures. Do not overload facilities, or permit them to interfere with progress. Do not allow hazardous dangerous or unsanitary conditions, or public nuisances to develop or persist on the site.

PART 2 - PRODUCTS

2.1 MATERIALSECOPY

A. General: Provide new materials; if acceptable to the Architect, undamaged previously used materials in serviceable condition may be used. Provide materials suitable for the use intended.

01-5000 – 2 TEMPORARY FACILITIES CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

B. Water: Provide potable water approved by local health authorities.

C. Open-Mesh Fencing: Provide 11-gage, galvanized 2-inch, chain link fabric fencing 6-feet high with galvanized barbed wire top strand and galvanized steel pipe posts, 1-1/2" I.D. for line posts and 2-1/2" I.D. for corner posts.

2.2 EQUIPMENT

A. General: Provide new equipment; if acceptable to the Architect, undamaged, previously used equipment in serviceable condition may be used. Provide equipment suitable for use intended.

B. Electrical Outlets: Provide properly configured NEMA polarized outlets to prevent insertion of 110-120 volt plugs into higher voltage outlets. Provide receptacle outlets equipped with ground-fault circuit interrupters, reset button and pilot light, for connection of power tools and equipment.

C. Electrical Power Cords: Provide grounded extension cords; use "hard- service" cords where exposed to abrasion and traffic. Provide waterproof connectors to connect separate lengths of electric cords, if single lengths will not reach areas where construction activities are in progress.

D. Lamps and Light Fixtures: Provide general service incandescent lamps of wattage required for adequate illumination. Provide guard cages or tempered glass enclosures, where exposed to breakage. Provide exterior fixtures where exposed to moisture.

E. Temporary Toilet Units: Provide self-contained single-occupant toilet units of the chemical, aerated recirculation, or combustion type, properly vented and fully enclosed with a glass fiber reinforced polyester shell or similar nonabsorbent material.

F. First Aid Supplies: Comply with governing regulations.

G. Fire Extinguishers: Provide hand-carried, portable UL-rated, class "A" fire extinguishers for temporary offices and similar spaces. In other locations provide hand-carried, portable, UL-rated, class "ABC" dry chemical extinguishers, or a combination of extinguishers of NFPA recommended classes for the exposures. ECOPY1. Comply with NFPA 10 and 241 for classification, extinguishing agent and size required by location and class of fire exposure.

PART 3 - EXECUTION

3.1 INSTALLATION

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A. Use qualified personnel for installation of temporary facilities. Locate facilities where they will serve the Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required.

B. Provide each facility ready for use when needed to avoid delay. Maintain and modify as required. Do not remove until facilities are no longer needed, or are replaced by authorized use of completed permanent facilities.

3.2 TEMPORARY UTILITY INSTALLATION

A. General: Engage the appropriate local utility company to install temporary service or connect to existing service. Where the company provides only part of the service, provide the remainder with matching, compatible materials and equipment; comply with the company's recommendations.

1. Arrange with the company and existing users for a time when service can be interrupted, where necessary, to make connections for temporary services.

2. Provide adequate capacity at each stage of construction. Prior to temporary utility availability, provide trucked-in services.

3. Obtain easements to bring temporary utilities to the site, where the Owner's easements cannot be used for that purpose.

4. Use Charges: Cost or use charges for temporary facilities are not chargeable to the Owner or Architect, and will not be accepted as a basis of claims for a Change Order.

3.3 TEMPORARY CONSTRUCTION AND SUPPORT FACILITIES INSTALLATION

A. Storage and Fabrication Sheds: Install storage and fabrication sheds, sized, furnished and equipped to accommodate materials and equipment involved, including temporary utility service. Sheds may be open shelters or fully enclosed spaces within the building or elsewhere on the site.

B. Sanitary facilities include temporary toilets, wash facilities and drinking water fixtures. Comply with regulations and health codes for the type, number, location, operation and maintenance of fixtures and facilities. Install where facilitiesECOPY will best service the Project's needs. 1. Provide toilet tissue, paper towels, paper cups and similar disposable materials for each facility. Provide covered waste containers for used material.

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C. Collection and Disposal of Waste: Collect waste from construction areas and elsewhere daily. Comply with requirements of NFPA 241 for removal of combustible waste material and debris. Enforce requirements strictly. Do not hold materials more than 7 days during normal weather or 3 days when the temperature is expected to rise above 80 deg F (27 deg C). Handle hazardous, dangerous, or unsanitary waste materials separately from other waste by containerizing properly. Dispose of material in a lawful manner.

3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION

A. Except for use of permanent fire protection as soon as available, do not change over from use of temporary security and protection facilities to permanent facilities until Substantial Completion, or longer as requested by the Architect.

B. Temporary Fire Protection: Until fire protection needs are supplied by permanent facilities, install and maintain temporary fire protection facilities of the types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 10 "Standard for Portable Fire Extinguishers," and NFPA 241 "Standard for Safeguarding Construction, Alterations and Demolition Operations."

1. Locate fire extinguishers where convenient and effective for their intended purpose, but not less than one extinguisher on each floor at or near each usable stairwell.

2. Store combustible materials in containers in fire-safe locations.

3. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire protection facilities, stairways and other access routes for fighting fires. Prohibit smoking in hazardous fire exposure areas.

4. Provide supervision of welding operations, combustion type temporary heating units, and similar sources of fire ignition.

C. Permanent Fire Protection: At the earliest feasible date in each area of the Project, complete installation of the permanent fire protection facility, including connected services, and place into operation and use. Instruct key personnel on use of facilities. D. ECOPYBarricades, Warning Signs and Lights: Comply with standards and code requirements for erection of structurally adequate barricades. Paint with appropriate colors, graphics and warning signs to inform personnel and the public of the hazard being protected against. Where appropriate and needed provide lighting, including flashing red or amber lights.

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E. Enclosure Fence: When construction activities warrant install an enclosure fence with lockable entrance gates. Locate where indicated, or enclose the entire site or the portion determined sufficient to accommodate construction operations. Install in a manner that will prevent people, dogs and other animals from easily entering the site, except by the entrance gates.

1. Provide open-mesh, chain-link fencing with posts set in a compacted mixture of gravel and earth.

F. Security Enclosure and Lockup: Install substantial temporary enclosure of partially completed areas of construction. Provide locking entrances to prevent unauthorized entrance, vandalism, theft and similar violations of security.

1. Storage: Where materials and equipment must be stored, and are of value or attractive for theft, provide a secure lockup. Enforce discipline in connection with the installation and release of material to minimize the opportunity for theft and vandalism.

G. Environmental Protection: Provide protection, operate temporary facilities and conduct construction in ways and by methods that comply with environmental regulations, and minimize the possibility that air, waterways and subsoil might be contaminated or polluted, or that other undesirable effects might result. Avoid use of tools and equipment which produce harmful noise. Restrict use of noise making tools and equipment to hours that will minimize complaints from persons or firms near the site.

3.5 OPERATION, TERMINATION AND REMOVAL

A. Supervision: Enforce strict discipline in use of temporary facilities. Limit availability of temporary facilities to essential and intended uses to minimize waste and abuse.

B. Maintenance: Maintain facilities in good operating condition until removal. Protect from damage by freezing temperatures and similar elements.

1. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation and similar facilities on a 24-hour day basis where required to achieve indicated results and to avoid ECOPYpossibility of damage. 2. Protection: Prevent water filled piping from freezing. Maintain markers for underground lines. Protect from damage during excavation operations.

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C. Termination and Removal: Unless the Architect requires that it be maintained longer, remove each temporary facility when the need has ended, or when replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with the temporary facility. Repair damaged Work, clean exposed surfaces and replace construction that cannot be satisfactorily repaired.

1. Materials and facilities that constitute temporary facilities are property of the Contractor.

2. At Substantial Completion, clean and renovate permanent facilities that have been used during the construction period, including but not limited to:

a. Replace air filters and clean inside of ductwork and housings.

b. Replace significantly worn parts and parts that have been subject to unusual operating conditions.

c. Replace lamps that are burned out or noticeably dimmed by substantial hours of use.

END OF SECTION 01-5000

ECOPY

TEMPORARY FACILITIES 01-5000 - 7 CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

SECTION 01-6000 - PRODUCT HANDLING

PART 1 - GENERAL

1.1 DESCRIPTION

A. Work included:

1. Protect products scheduled for use in the Work by means including, but not necessarily limited to, those described in this Section.

B. Related work:

1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications.

2. Additional procedures also may be prescribed in other Sections of these Specifications.

1.2 QUALITY ASSURANCE

A. Include within the Contractor's quality assurance program such procedures as are required to assure full protection of work and materials.

1.3 MANUFACTURERS' RECOMMENDATIONS

A. Determine and comply with manufacturers' recommendations on product handling, storage, and protection.

1.4 PACKAGING

A. Deliver products to the job site in their manufacturer's original container, with labels intact and legible.

1. Maintain packaged materials with seals unbroken and labels intact until time of use.

2. Promptly remove damaged material and unsuitable items from the job site, and promptly replace with material meeting the specified ECOPYrequirements, at no additional cost to the Owner. B. The Architect may reject as noncomplying such material and products that do not bear identification as to manufacturer, grade, quality, and other pertinent information.

PRODUCT HANDLING 01-6000-1 CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

1.5 PROTECTION

A. Protect finished surfaces, including jambs and soffits of openings used as passageways, through which equipment and materials are handled.

B. Provide protection for finished floor surfaces in traffic areas prior to allowing equipment or materials to be moved over such surfaces.

C. Maintain finished surfaces clean, unmarred, and suitably protected until accepted by the Owner.

D. All finish material shall be properly covered for weather protection.

1.6 REPAIRS AND REPLACEMENTS

A. In event of damage, promptly make replacements and repairs required to provide the proper item and quality specified and at no additional cost to the Owner.

B. Additional time required to secure replacements and to make repairs will not be considered to justify an extension in the Contract Time of Completion.

END OF SECTION

ECOPY

01-6000-2 PRODUCT HANDLING CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

SECTION 01-6100 - PRODUCT SUBSTITUTIONS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for handling requests for substitutions made after award of the Contract.

1.3 DEFINITIONS

A. Definitions in this Article do not change or modify the meaning of other terms used in the Contract Documents.

B. Substitutions: Changes in products, materials, equipment, and methods of construction required by the Contract Documents proposed by the Contractor after award of the Contract are considered to be requests for substitutions. The following are not considered to be requests for substitutions:

1. Revisions to the Contract Documents requested by the School District.

2. Specified options of products and construction methods included in the Contract Documents.

3. The Contractor's determination of and compliance with governing regulations and orders issued by governing authorities.

1.4 SUBMITTALS

A. Substitution Request Submittal: The Architect will consider requests for substitution if received within 35 days after award of the Contract. Requests received more than 35 days after award of the Contract may be considered or rejected at the discretion of the Architect.

1. Submit 3 copies of each request for substitution for consideration. ECOPYSubmit requests in the form and according to procedures required for change-order proposals.

2. Identify the product or the fabrication or installation method to be replaced in each request. Include related Specification Section and Drawing numbers.

PRODUCT SUBSTITUTIONS 01-6100 - 1 CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

3. Provide complete documentation showing compliance with the requirements for substitutions, and the following information, as appropriate:

a. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by the City and separate contractors, that will be necessary to accommodate the proposed substitution.

b. A detailed comparison of significant qualities of the proposed substitution with those of the Work specified. Significant qualities may include elements, such as performance, weight, size, durability, and visual effect.

c. Product Data, including Drawings and descriptions of products and fabrication and installation procedures of the specified product and the proposed substitution.

d. Samples of both the specified product and the proposed substitution where applicable or requested.

e. A statement indicating the substitution's effect on the Contractor's Construction Schedule compared to the schedule without approval of the substitution. Indicate the effect of the proposed substitution on overall Contract Time.

f. Cost information, including a proposal of the net deduct, if any in the Contract Sum.

g. The Contractor's certification that the proposed substitution conforms to requirements in the Contract Documents in every respect and is appropriate for the applications indicated.

h. The Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of the failure of the substitution to perform adequately.

4. Architect's Action: If necessary, the Architect will request additional information or documentation for evaluation within 10 days of receipt ECOPYof a request for substitution. The Architect will notify the Contractor of acceptance or rejection of the substitution within 21 days of receipt of the request, or 10 days of receipt of additional information or documentation, whichever is later. Acceptance will be in the form of a change order.

01-6100 - 2 PRODUCT SUBSTITUTIONS CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

a. Use the product specified if the Architect cannot make a decision on the use of a proposed substitute within the time allocated.

PART 2 - PRODUCTS

2.1 SUBSTITUTIONS

A. Conditions: The Architect will receive and consider the Contractor's request for substitution when one or more of the following conditions are satisfied, as determined by the Architect. If the following conditions are not satisfied, the Architect will return the requests without action except to record noncompliance with these requirements.

1. Extensive revisions to the Contract Documents are not required.

2. Proposed changes are in keeping with the general intent of the Contract Documents.

3. The request is timely, fully documented, and properly submitted.

4. The specified product or method of construction cannot be provided within the Contract Time. The Architect will not consider the request if the product or method cannot be provided as a result of failure to pursue the Work promptly or coordinate activities properly.

5. The request is directly related to an "or-equal" clause or similar language in the Contract Documents.

6. The requested substitution offers the Owner a substantial advantage, in cost, time, energy conservation, or other considerations, after deducting additional responsibilities the Owner must assume.

7. The specified product or method of construction cannot receive necessary approval by a governing authority, and the requested substitution can be approved.

8. The specified product or method of construction cannot be provided in a manner that is compatible with other materials and where the Contractor certifies that the substitution will overcome the ECOPYincompatibility. 9. The specified product or method of construction cannot be coordinated with other materials and where the Contractor certifies that the proposed substitution can be coordinated.

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10. The specified product or method of construction cannot provide a warranty required by the Contract Documents and where the Contractor certifies that the proposed substitution provides the required warranty.

B. The Contractor's submittal and the Architect's acceptance of Shop Drawings, Product Data, or Samples for construction activities not complying with the Contract Documents do not constitute an acceptable or valid request for substitution, nor do they constitute approval.

C. The Contractor requesting the substitution will be responsible for compensating the Architect for any redesign and evaluation services at the Architect’s standard billing rate, be responsible for any increased cost of related construction , and similar considerations.

PART 3 - EXECUTION (NOT APPLICABLE)

END OF SECTION 01-6100

ECOPY

01-6100 - 4 PRODUCT SUBSTITUTIONS CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

MANDATORY SUBSTITUTION REQUEST FORM To: Alameida Architecture, 555 South Main Street, Sebastopol CA 95472 Email: [email protected]

PROJECT NAME:

CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

We hereby submit for your consideration the following product in substitution for the product specified in the Documents: Section/Paragraph Item ______

MANDATORY INFORMATION ATTACHMENTS

Attach complete information or changes to Drawings and/or Specifications which proposed substitution will require for its proper installation including dimensions. Attach currently dated Manufacturer's literature. Highlight items selected for this review. (NOTE: This preprinted information MUST SHOW ALL aspects of equality that of the item(s) specified.) Attach letter(s) from Manufacturer's Representative indicating compliance or variance from specification qualities if available and/or applicable.

A. Describe the principle differences between the proposed product and that specified:

B.Names of this and other subcontractors affected by this substitution: ECOPY C.Describe any differences in the manufacturer's certified guarantees/ warranties of the proposed and specified items:

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D.Describe time-table for delivery of item substituted if relevant:

E.Will maintenance and service parts be locally available?

G.What is the cost difference between the specified item and the substituted item? Specified Item: $ ______

Substituted Item: $ ______

Cost Difference: $ ______

Signature: FOR USE BY ARCHITECT Name: Accepted Address: Accepted as Noted Date: Received Too Late Telephone: By:

Name of Manufacturer's Remark: ______Representative: ______Telephone: ______

ECOPY

01-6100 - 6 PRODUCT SUBSTITUTIONS CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

SECTION 01-6110 - CALGREEN SUSTAINABILITY REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes general requirements and procedures for compliance with California Code of Regulations, Title 24, Part 11 California Green Building Standards Code, "CAL-Green".

1. Chapter 5-Non-Residential Mandatory Measures.

1.2 RELATED REQUIREMENTS

A. Section 01-7419 - Construction Waste Management and Disposal.

B. Section 01-6116 - Volatile Organic Compound (VOC) Restrictions.

C. Section 01-9113 - General Commissioning.

D. Section 01-700 - Contract Closeout.

E. Section 31-0165 - Construction Site Best Management Practices Plan.

F. Section 32-8400 - Irrigation.

1.3 DEFINITIONS

A. CAL-Green Definitions: Certain terms are defined by CAL-Green in Chapter 5 of the Code. Words and terms used in this section shall have the meanings shown therein.

1.4 INFORMATIONAL SUBMITTALS

A. General: Submit CAL-GREEN submittals required by code and in other Specification Sections.

B. CAL-GREEN submittals are in addition to other submittals. If submitted item is identical to that submitted to comply with other requirements, submit duplicate copies as a separate submittal to verify compliance with indicated ECOPYCAL-GREEN requirements. C. Acceptable verification submittals are specified in the related sections.

CALGREEN SUSTAINABILITY REQUIREMENTS 01-6110 - 1 CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

PART 2 - PRODUCTS

2.1 REQUIREMENTS - GENERAL

A. Provide products and procedures necessary to confirm CAL-GREEN compliance required in this Section. Although other Sections may specify some CAL-GREEN requirements, the Contractor shall determine additional materials, techniques, means, methods and procedures necessary to comply with CAL-GREEN requirements.

2.2 STORM WATER POLLUTION PREVENTION PLAN

A. Section 5.106.1: Comply with requirements of this code section, local ordinances, General Conditions, Special Provisions, and related sections specifying erosion control.

2.3 OUTDOOR WATER USE

A. Section 5.304.3.1: Irrigation Controllers: Comply with requirements of this code section, local ordinances and pertinent irrigation sections.

2.4 CONSTRUCTION WASTE REDUCTION

A. Section 5.408 Construction Waste Management, Diversion and Recycling: Comply with requirements of this code section, local ordinances and Section 01801.

2.5 BUILDING MAINTENANCE AND OPERATION

A. Section 5410.2.3, 4. Commissioning and Functional Performance Testing: Participate in Commissioning and provide functional performance testing as required by these code sections and as specified in Section 01660 and Section 01810.

B. Section 5.410.2.5. Documentation and Training: Provide Operations Training as required by these code sections and as specified in Section 01660 and Systems Manual as specified in Section 01810.

2.6 POLLUTANT CONTROL

A. Section 5504.3 Indoor Air Quality: Comply with requirements of this code section,ECOPY local ordinances.

1. During storage, rough installation and until final start-up of HVAC equipment, securely cover all ducts and air distribution component openings with plastic tape, sheet metal or other methods acceptable to enforcing agency to reduce dust or debris collected in the system.

01-6110 - 2 CALGREEN SUSTAINABILITY REQUIREMENTS CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

B. Section 5.504.4 Finish Material Pollutant Control: All Finish materials shall comply with requirements of this code section, local ordinances and Section 016116.

PART 3 - EXECUTION

3.1 GENERAL

A. Comply with Section 01801 -Construction Waste Management and Disposal.

B. Comply with execution requirements of related sections and applicable local codes and ordinances.

END OF SECTION

ECOPY

CALGREEN SUSTAINABILITY REQUIREMENTS 01-6110 - 3 CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

SECTION 01-6116 - VOLATILE ORGANIC COMPOUND (VOC) RESTRICTIONS

PART 1 - GENERAL

1.1 SUMMARY

A. VOC restrictions for product categories listed below under 'DEFINITIONS."

1. California Code of Regulations, Title 24, Part 11 California Green Building Standards Code, "CAL-Green".

B. All products of each category that are installed in the project must comply; applicable laws and ordinances do not allow for partial compliance.

C. Listing of a product in these specifications shall not be construed as a solicitation or requirement to use any product or combination of products in violation of the requirements of South Coast Air Quality Management District Rule No.1168, as described in Rule 1168(g).

1. If a listed product does not meet the requirements of this rule, request approval for use of an alternate product by the same or another manufacturer meeting the requirements of this rule.

2. Do not use products which do not meet the requirements of this rule.

1.2 RELATED REQUIREMENTS

A. Divisions 01 through 33 contain related requirements specific to the work of each of these Sections. Requirements may or may not include reference to this section.

B. Section 01600 "CalGreen Sustainability Requirements ".

1.3 DEFINITIONS

A. VOC-Restricted Products: All products of each of the following categories when installed or applied on-site:

1. Adhesives, sealants, and sealer coatings, regardless of specification section or division. ECOPY2. Paints and coatings. 3. Carpet and resilient flooring.

4. Composite wood products; plywood, particleboard, wood fiberboard.

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B. Adhesives: All gunnable, trowelable, liquid-applied, and aerosol adhesives, whether specified or not; including flooring adhesives, resilient base adhesives, and pipe jointing adhesives.

C. Sealants: All gunnable, trowelable, and liquid-applied joint sealants and sealant primers, whether specified or not; including firestopping sealants and duct joint sealers.

1.4 REFERENCE STANDARDS

A. California Code of Regulations, Title 24, Part 11 California Green Building Standards Code, "CAL-Green".

B. Low-Emitting Materials Product List; California Collaborative for High Performance Schools (ClIPS); current edition at www.chps.net.

C. CR1 (GLCC) - Green Label Testing Program .. Approved Product Categories for Carpet Cushion; Carpet and Rug Institute; Current Edition.

D. CRT (GLP) - Green Label Plus Carpet Testing Program- Approved Products; Carpet and Rug Institute; Current Edition.

E. GET (SCH) - GREENGUARD 'Children and Schools" Certified Products; GREENGUARD Environmental Institute; current listings at www.grcenguard.org.

F. GreenSeal GS-36 - Commercial Adhesives; Green Seal, Inc.

G. SCAQMD 1168 - South Coast Air Quality Management District Rule No.1168; current edition; wwwaqmd. gov.

H. SCS (CPD) - SCS Certified Products; Scientific Certification Systems; current listings at www.scscertified.com.

1.5 SUBMITTALS

A. See Section 013300 -Submittals Procedures.

B. Evidence of Compliance: Submit for each different product in each applicable category. 1. ECOPYIdentify evidence submittals with the words "CAL-Green VOC Compliance Report".

C. Product Data: For each VOC-restricted product used in the project, submit product data showing compliance, except when another type of evidence of compliance is required.

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D. Installer shall to certify that either 1) no adhesives, joint sealants, paints, coatings, or composite wood or agri-fiber products have been used in the installation of his products, or 2) that such products used comply with these requirements.

E. Provide to Enforcing agency further documentation as requested including

1. Additional Manufacture's documentation.

2. On site product containers

3. Chain of Custody Certification

1.6 QUALITY ASSURANCE

A. Testing Agency Qualifications: Independent firm specializing in performing testing and inspections of the type specified in this section.

PART 2 - PRODUCTS (NOT APPLICABLE)

2.1 MATERIALS

A. General: Provide only products having volatile organic compound (VOC) content not greater than required by South Coast Air Quality Management District Rule No.1168 and less where required by code.

1. These products may be specified in multiple sections throughout these specifications.

B. Adhesives, including carpet: Comply with Title 24, Part 11, Table 5.504.4.1.

1. Evidence of Compliance: Acceptable types of evidence are:

a. Report of laboratory testing performed in accordance with requirements.

b. Published product data showing compliance with requirements.

c. Certification by manufacturer that product complies with requirements. C. ECOPYJoint Sealants: Comply with Title 24, Part 11, Table 5.504.4.2. 1. Evidence of Compliance: Acceptable types of evidence are:

a. Report of laboratory testing performed in accordance with requirements.

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b. Published product data showing compliance with requirements

c. Certification by manufacturer that product complies with requirements.

D. Aerosol Adhesives: Comply with Title 24, Part 11, Table 5.504.4.1. and California Code of Regulations Title 17, Section 94507.

1. Evidence of Compliance: Acceptable types of evidence are:

a. Current GreenSeal Certification.

b. Report of laboratory testing performed in accordance with GreenSeal CS-36 requirements.

c. Published product data showing compliance with requirements.

E. Paints and Coatings: Comply with Title 24, Part 11, Table 5.504.4.3; California Air Resources Board, Architectural Coatings Suggested Control Measure, February 1, 2008.

1. Determination of VOC Content: Testing and calculation in accordance with 40 CER 59, Subpart D (EPA Method 24), exclusive of colorants added to a tint base and water added at project site; or other method acceptable to authorities having jurisdiction.

a. Evidence of Compliance: Acceptable types of evidence are:

1) Report of laboratory testing performed in accordance with requirements.

2) Published product data showing compliance with requirements.

3) Certification by manufacturer that product complies with requirements.

b. Provide coatings that comply with the most stringent requirements specified in the following:

1) 40 CFR 59, Subpart D--National Volatile Organic ECOPYCompound Emission Standards for Architectural Coatings.

2) South Coast Air Quality Management District Rule No.1168.

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F. Carpet: Comply with Title 24, Part 11, 5.504.4.4; meet testing and product requirements of one of the following:

1. Carpet & Rug Institute "Green Label Plus".

2. California Department of Public Health Standard Practice for testing of VOC's (Specification 01350).

3. NSF/ ANSI 140 at Gold Level.

4. Scientific Certification Systems Sustainable Choice

5. All carpet cushion installed shall meet requirements of Carpet & Rug Institute "Green Label Program".

6. All carpet cushion installed shall meet requirements of Title 24, Part 11, Table 5.504.4.1.

G. Resilient Flooring Products: Comply with Title 24, Part 11, 5.504.4.6. Fifty percent of floor area receiving resilient flooring shall have flooring complying with VOC emission limits in CHPS 2009 criteria and listed on the Low Emitting Materials List or Product Registry or certified under the Resilient Floor Covering Institute (RFCI) FloorScore program.

1. Provide documentation verifying that finish materials are certified to meet pollutant limits. Acceptable types of evidence are:

a. Published product data showing compliance with requirements.

b. Inclusion on one of the following lists:

1) www.chps.net/dev/drupal/node/381

2) www.rfci.com/int F&ProdCerthtm

3) wwwgreenguard.org/defaulLaspx?tabid=135

4) Other method acceptable to enforcing agency.

H. ECOPYComposite Wood Products: Comply with Title 24, Part 11, Table 5.504.4.5 formaldehyde limits for hardwood plywood, particleboard, and medium density fiberboard composite wood products.

1. Title 24, Part 11, Table 5.504.4.5 Composite Wood Products Maximum Formaldehyde Emissions in Parts per Million.

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PRODUCT CURRENT LIMIT (Effective July 1, 2022) Hardwood Plywood veneer core 0.05 Hardwood Plywood composite core 0.05 Particleboard 0.09 Medium Density Fiberboard 0.11 Thin Medium Density Fiberboard 0.13 2. Evidence of Compliance: Acceptable types of evidence are;

a. Chain of custody certifications

b. Published product data showing compliance with requirements.

c. Certification by manufacturer that product complies with requirements.

d. Other method acceptable to enforcing agency.

PART 3 - EXECUTION

3.01 FIELD QUALITY CONTROL A. Owner reserves the right to reject non-compliant products, whether installed or not, and require their removal and replacement with compliant products at no extra cost to Owner.

B. All additional costs to restore indoor air quality, including fines by authorities, due to installation of non-compliant products will be borne by Contractor.

3.2 RESTRICTED COMPONENTS

A. Restricted Components:

1. Paints and coatings shall not contain any of the following;

a. Acrolein. k. Formaldehyde. b. Acrylonifrile. l. 1-lexavalent chromium. c. Antimony. m. Isophorone. d. Benzene. n. Lead. e. Butyl benzyl phthalate. o. Mercury. f. Cadmium. p. Methyl ethyl ketone. g. Di (2-ethylhexyl) phthalate. q. Methyl isobutyl ketone. ECOPYh. Di-n-butyl phthalate. r. Methylene chloride. i. Di-n-octyl phthalate. s. Naphthalene. j. 1,2-dichlorobenzene. t. Toluene (methylbenzene). h. Diethyl phthalate. u. 1,1,1-trichloroethane i. Dimethyl phthalate. v. Vinyl chloride.

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j. Ethylbenzene.

2. Table 5.504.4.1 ADHESIVE VOC LIMIT

Architectural Applications - Current VOC Limit Indoor Carpet Adhesives 50 Carpet Pad Adhesives 50 Outdoor Carpet Adhesives 150 Wood Flooring Adhesives 100 Rubber Floor Adhesives 60 Subfloor Adhesives 50 Ceramic Tile Adhesives 65 VCT and Asphalt Tile Adhesives 50 Dry Wall and Panel Adhesives 50 Cove Base Adhesives 50 Multipurpose Construction Adhesives 70 Structural Glazing Adhesives 100 Single Ply Roof Membrane Adhesives 250 Specialty Applications - Current VOC Limit PVC welding 510 CPVC welding 490 Abs welding 325 Plastic cement welding 250 Adhesive primer for plastic 550 Contact Adfhesive 80 Special purpose contact adhesive 250 Structural wood member adhesive 140 Top and trim adhesive 250 Substrate Specific Applications Metal to metal 30 Plastic Foams 50 Porous materials (except wood) 50 Wood 30 Fiberglass 80

3. TABLE 5.5o4.4.2 SEALANT VOC Limit Less Water and Less Exempt Compounds in Grams per Liter

SEALANTS j CURRENT VOC LIMIT Architectural 250 ECOPYMarine deck 760 Non-membrane roof 300 Roadway 250 Single-ply roof membrane 450 Other 420

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SEALANT PRIMERS Architectural Nonporous 250 Porous 775 Modified bituminous 500 Marine deck 760 Other 750 Note: For additional information regarding methods to measure the VOC content specified in these tables, see South Coast Air Quality Management District Rule 1168.

4. TABLE 5.504.4.3 VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS Grams of VOC Per Liter of Coating, Less Water and Less Exempt Compounds

COATING CATEGORY CURRENT LIMIT Flat coatings 50 Nonflat coatings 100 Nonflat high gloss coatings 150 Specialty Coatings Aluminum roof coatings 400 Basement specialty coatings 400 Bituminous roof coatings 50 Bituminous roof primers 350 Bond breakers 330 Concrete curing compounds 350 Concrete/masonry sealers 100 Driveway sealers 50 Dry fog coatings 150 Faux finishing coatings 350 Fire resistive coatings 350 Floor coatings 100 Form-release compounds 250 Graphic arts coatings (sign paints) 500 High-temperature coatings 420 Industrial maintenance coatings 250- Low solids coatings1 120 Magnesite cement coatings 450 ECOPYMastic texture coating 100 Metallic pigmented coatings 500 Multicolor coatings 250 Pretreatment wash primers 420 Primers, sealers and undecoaters 100 Reactive penetrating sealers 350

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Recycled coatings 250 Roof coatings 50 Rust preventative coatings 250 Shellacs: Clear 730 Opaque 550 Specialty primers, sealers and undercoaters 100 Stains 250 Stone consolidants 450 Swimming pool coatings 340 Traffic marking coatings 100 Tub and tile refinish coating; 420 Waterproofing membranes 250 Wood coatings Wood preservatives 350 Zinc-rich primers Grams of VOC per liter if coating, including water and including exempt compounds. The specified Emits remain in effect unless revised limns are listed in subsequent columns in the table. Values in this table are derived from those specified by the California Air Resources Board, Architectural Coatings Suggested Control Measure, February 1, 2008. More information is available from the Air Resources Board.

5. TABLE5O4.4.5 FORMALDEHYDE LIMITS1 Maximum Formaldehyde Emissions in Parts per Million.

PRODUCT CURRENT LIMIT Hardwood plywood veneer core 0.05 Hardwood plywood composite core 0.05 Particle board 0.09 Medium density fiberboard 0.11 Thin medium density fiberboard 0.13 1. Values in this table are derived frc'ir those specified by the Califoria Air Resources Board, Air Toxics Conntrol Measure for Composite Wood as tested in accordance with ASTM E 1333. For additional information, see California code of Regulations, Title17, Sections 93120 through 93.10.12. 2. Thin medium density fiberboard has a maximum thickness of 5/16" (8 mm).

PART 4 - EXECUTIONECOPY (NOT APPLICABLE) END OF SECTION 01502

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SECTION 01700 - PROJECT CLOSEOUT

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section specifies administrative and procedural requirements for project closeout, including but not limited to:

1. Inspection procedures.

2. Project record document submittal.

3. Operating and maintenance manual submittal.

4. Submittal of warranties.

5. Final cleaning.

B. Closeout requirements for specific construction activities are included in the appropriate Sections in Divisions-2 through - 32.

1.3 SUBSTANTIAL COMPLETION

A. Preliminary Procedures: Before requesting inspection for certification of Substantial Completion, complete the following. List exceptions in the request.

1. In the Application for Payment that coincides with, or first follows, the date Substantial Completion is claimed, show 100 percent completion for the portion of the Work claimed as substantially complete. Include supporting documents for completion as indicated in these Contract Documents and a statement showing an accounting of changes to the Contract Sum. ECOPYa. If 100 percent completion cannot be shown, include a list of incomplete items, the value of incomplete construction, and reasons the Work is not complete.

2. Advise Owner of pending insurance change-over requirements.

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3. Submit specific warranties, workmanship bonds, maintenance agreements, final certifications and similar documents.

4. Obtain and submit releases enabling the Owner unrestricted use of the Work and access to services and utilities; include occupancy permits, operating certificates and similar releases.

5. Submit record drawings, maintenance manuals, final project photographs, damage or settlement survey, property survey, and similar final record information.

6. Deliver tools, spare parts, extra stock, and similar items.

B. Inspection Procedures: On receipt of a request for inspection, the Architect will either proceed with inspection or advise the Contractor of unfilled requirements. The Architect will prepare the Certificate of Substantial Completion following inspection, or advise the Contractor of construction that must be completed or corrected before the certificate will be issued.

1. The Architect will repeat inspection when requested and assured that the Work has been substantially completed.

2. Results of the completed inspection will form the basis of requirements for final acceptance.

1.4 FINAL ACCEPTANCE

A. Preliminary Procedures: Before requesting final inspection for certification of final acceptance and final payment, complete the following. List exceptions in the request.

1. Submit the final payment request with releases and supporting documentation not previously submitted and accepted. Include certificates of insurance for products and completed operations where required.

2. Submit an updated final statement, accounting for final additional changes to the Contract Sum.

3. Submit a certified copy of the Architect's final inspection list of items ECOPYto be completed or corrected, stating that each item has been completed or otherwise resolved for acceptance, and the list has been endorsed and dated by the Architect.

4. Submit final meter readings for utilities, a measured record of stored fuel, and similar data as of the date of Substantial Completion, or

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when the Owner took possession of and responsibility for corresponding elements of the Work.

5. Submit consent of surety to final payment.

6. Submit a final liquidated damages settlement statement.

7. Submit evidence of final, continuing insurance coverage complying with insurance requirements.

B. Reinspection Procedure: The Architect will reinspect the Work upon receipt of notice that the Work, including inspection list items from earlier inspections, has been completed, except items whose completion has been delayed because of circumstances acceptable to the Architect.

1. Upon completion of reinspection, the Architect will prepare a certificate of final acceptance, or advice the Contractor of Work that is incomplete or of obligations that have not been fulfilled but are required for final acceptance.

2. If necessary, reinspection will be repeated.

1.5 RECORD DOCUMENT SUBMITTALS

A. General: Do not use record documents for construction purposes; protect from deterioration and loss in a secure, fire-resistive location; provide access to record documents for the Architect's reference during normal working hours.

B. Record Specifications: Maintain one complete copy of the Project Manual, including addenda, and one copy of other written construction documents such as Change Orders and modifications issued in printed form during construction. Mark these documents to show substantial variations in actual Work performed in comparison with the text of the Specifications and modifications. Give particular attention to substitutions, selection of options and similar information on elements that are concealed or cannot otherwise be readily discerned later by direct observation. Note related record drawing information and Product Data.

1. Upon completion of the Work, submit record Specifications to the ECOPYArchitect for the Owner's records. C. Record Product Data: Maintain one copy of each Product Data submittal. Mark these documents to show significant variations in the actual Work performed in comparison with information submitted. Include variations in products delivered to the site, and from the manufacturer's installation

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1. Upon completion of mark-up, submit complete set of record Product Data to the Architect for the Owner's records.

D. Miscellaneous Record Submittals: Refer to other Specification Sections for requirements of miscellaneous record-keeping and submittals in connection with actual performance of the Work. Immediately prior to the date or dates of Substantial Completion, complete miscellaneous records and place in good order, properly identified and bound or filed, ready for continued use and reference. Submit to the Architect for the Owner's records.

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION (NOT APPLICABLE)

END OF SECTION 01-7000

ECOPY

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SECTION 01-7419 - CONSTRUCTION WASTE MANAGEMENT

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of each prime Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Contractor shall implement procedures to divert 75% of construction waste. As many of the waste materials as economically feasible shall be reused, salvaged, or recycled. Waste disposal in landfills shall be minimized.

B. The Contractor shall develop a Waste Management Plan as defined in this Section and submit for review by the Owner and Architect.

1.3 DEFINITIONS

A. Waste Materials: construction materials that are excess to the contract requirements and which cannot be effectively used in the Work.

B. Salvage Materials: waste materials or materials that exist on the site that can be reused, either on site or by another entity.

C. Recyclable Waste: waste materials that exist on site or are generated during the construction process that can be recycled/remanufactured into another material.

D. Categories of salvageable or recyclable waste include the following:

1. Concrete, Masonry, and Other Inert Fill Material: concrete, brick, rock, broken up asphalt pavement, day, and other inert (non-organic) materials.

2. Metals: metal scrap including iron, steel, copper, brass, and aluminum; includes beverage containers, packaging materials (such as metal banding), fencing, reinforcing bar, wiring, plumbing, etc. ECOPY3. Untreated Wood: unpainted, untreated dimensional lumber, wood edging, wood shipping pallets, etc. Does not include pressure treated or creosote treated wood.

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4. Engineered Wood Products: plywood, oriented strand board, "Masonite", particleboard, manufactured trusses and beams, and glue- laminated timbers.

5. Gypsum Wallboard: excess drywall construction materials including cuttings, other scrap, and excess materials.

6. Cardboard: clean, corrugated cardboard such as used for packaging, etc.

7. Paper Goods:

a. Office paper: includes any paper, such as manufacturer instruction, specification sheets, files, correspondence, packaging, stiffeners, etc.

b. Newsprint shredded or whole newspaper goods.

8. Plastic: beverage containers, packaging materials (such as polystyrene "peanuts" and expanded polystyrene), containers (other than those used for hazardous materials), vinyl products, etc.

9. Class: includes glass beverage containers, and recyclable glass building materials.

10. Insulation: rigid foam, halt, and loose fill insulation materials.

11. Carpet: face fiber, backing, padding, and carpet cushion scrap.

12. Paints: unused portions of paints and coatings applied on-site.

13. Fabric: uncontaminated fabric scraps.

14. Rubber: uncontaminated rubber scraps, including but not limited to recycled-content rubber flooring, rubber edging, tires that are no longer serviceable, etc.

15. Other: any additional materials identified on-site to be valued for salvage, reuse, or recycling by the Contractor, Owner, or Architect

E. Non-Recyclable Waste: All waste materials that are notable to be recycled, dueECOPY to contamination, lack of recycling facilities or salvage options, or high cost

F. Source Separated: Materials that are separated on-site by category

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G. Co-Mingled: Several types of construction waste that are combined in a single container. Co-mingling of recycling waste must be approved by the identified recycling facility.

H. Hazardous Waste: Any substance whose handling and/or disposal is regulated as hazardous waste by local, state, or federal authorities.

1.4 QUALITY ASSURANCE

A. Regulatory Requirements: Comply with all applicable federal, state, and local ordinance and regulation requirements for recycling and waste management.

B. Disposal Sites, Recyclers. and Waste Materials Processors: Use only facilities properly permitted by state and local authorities.

C. Preconstruction Waste Management Conference: Prior to beginning work at the site, schedule and conduct a conference to review the Construction Waste Management Plan and discuss procedures, schedules and specific requirements for waste materials recycling and disposal. Discuss coordination and interface between the Contractor and other construction activities. Identify and resolve problems with compliance with requirements. Record minutes of the meeting, identifying all conclusions reached and matters requiring further resolution. 1. Plan Revision: Make any revisions to the Construction Waste Management Plan agreed upon during the meeting and incorporate resolutions agreed to be made subsequent to the meeting. Submit the revised plan to the Contracting Officer's Representative for approval.

D. Implementation:

1. Designate an on-site party responsible for instructing workers and implementing the Construction Waste Management Plan.

2. Distribute copies of the Construction Waste Management Plan to the job site foreman and each subcontractor.

3. Include waste management and recycling in worker orientation.

4. Provide on-site instruction on appropriate separation, handling, recycling, and salvaging methods to be used by all parties at the ECOPYappropriate stages of the work at the site. 5. Prominently display Waste Management Plan and clearly mark all containers and areas on site dedicated to source separation.

6. Include waste management and recycling discussion in pre-fabrication meetings with subcontractors and fabricators.

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7. Also include discussion of waste management and recycling in regular job meetings and job safety meetings conducted during the course of work at the site.

1.5 STORAGE AND HANDLING

A. Salvage Materials: Provide protective handling and storage as required for all items identified for salvage and reuse by the Owner or Architect.

B. Recyclable Waste: Remove all recyclable materials, as identified in the Waste Management Plan, from the work location to approved containers daily. Failure to remove waste materials will be considered cause for withholding payment and/or termination of Contract.

C. Provide separate collection containers as required by recycling haulers and to prevent contamination of materials, including protection from rain as applicable.

D. Replace loaded containers with empty ones as demand requires but not less than weekly.

E. Handling: Deposit all indicated recyclable materials in the containers in a clean (no mud, adhesives, solvents, petroleum contamination), debris-free condition. Do not deposit contaminated materials into the containers until such time as such materials have been cleaned.

F. If contamination chemically combines with the material so that it cannot be cleaned, do not deposit into the recycle containers.

1.6 PROJECT/SITE CONDITIONS

A. Environmental Requirements: Transport recyclable waste materials from the Work Area to the recycle containers and carefully deposit in the containers in a manner to minimize noise and dust Close container covers immediately after materials are deposited. Do not place recyclable waste materials on the ground adjacent to a container.

B. Existing Conditions: Coordinate with "Instructions to Bidders" and "Supplementary Conditions'. 1.7 SUBMITTALSECOPY A. Construction Waste Management Plan: Contractor must submit complete Construction Waste Management Plan for review within 30 days from the Notice to Proceed.

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PART 2 - PRODUCTS

A. Construction Waste Management Plan: Contractor shall develop a construction waste management plan indicating proposed methods for collection, segregation, and removal of all construction wastes and debris produced by the work of this Contract, including all costs associated with this plan. Those waste materials produced during the course of this Contract that can be recycled cost-effectively, shall be. The Waste Management Plan shall include, at a minimum, the following:

1. Provide an analysis of jobsite waste to be generated, including types and quantities.

2. Provide strategies for salvage, reuse, or recycling for a minimum of all materials listed below. Include additional waste materials that are deemed cost-effective to salvage, reuse, or recycle. See "Definitions" above for material categories.

3. Provide documentation to justify decision not to recycle any items listed below.

4. Show compliance with applicable state and local ordinances and regulations.

5. Include a list of recycling facilities to which indicated recyclable materials will be distributed for disposal.

6. Identify materials that are not recyclable or otherwise conservable that must be disposed of in a landfill or other means acceptable under governing State and local regulations.

7. List permitted landfills and/or other disposal means to be employed.

8. Indicate any instances where compliance with requirements of this Section does not appear to be possible and request resolution from the Architect.

B. Waste Materials: The following materials shall be salvaged or recycled according to this specification. Strategies for salvage and recycling shall be ECOPYidentified in the Waste Management Plan as required above. 1. Salvage Materials: Identify materials existing on site that are candidates for salvage and reuse, either on this Project or through sale or donation to local organizations.

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2. Recyclable Materials: The following materials, at a minimum, shall be salvaged or recycled. Applies to all such listed waste materials produced during the course of this Contract.

a. Concrete, Masonry, and Other Inert Fill Material

b. Metals

c. Untreated Wood

d. Gypsum Wallboard Scrap

e. Cardboard

f. Paper Goods

g. Beverage Containers

h. Plastic

i. Glass

j. Carpet

C. Delivery Receipts: Maintain copies of delivery receipts for waste materials salvaged and sent to permitted waste materials processors or recyclers that indicate the location and name of firm accepting recyclable waste materials, types of materials, net weights of each type, date of delivery and value of materials.

D. Maintain working copy of Construction Waste Management Plan at site for review by Owner, Architect, and all Trades involved in Project.

PART 3 - EXECUTION

3.1 WASTE MANAGEMENT

A. General: Implement waste management procedures in accordance with approved construction waste management plan. Maintain procedure throughout the life of this Contract. B. SourceECOPY Separation: Separate, store, protect, and handle at the project site all identified recyclable and salvageable waste products to prevent contamination of materials and maximize recyclability and salvageability of materials.

C. Collection: Arrange for timely pickups from the site or deliveries to approved recycling facilities of designated waste materials to keep construction site

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clear and prevent contamination of recyclable materials. Maintain records accessible to the Contracting Officers Representative for verification of construction waste materials recycling.

D. Delivery Receipts: Keep and maintain records of all deliveries to recycling facilities and all pickups of waste materials at the site by others as specified above.

E. Salvage and Reuse: Identify salvage and reuse options for all materials that are deemed to be reusable, but will not be reused on this Project.

F. Non-Recyclable Was: Collect and segregate non-recyclable waste for delivery to a permitted landfill site.

G. Hazardous Waste: Control and dispose of hazardous waste in accordance with local, state, and federal regulations.

END OF SECTION 01501

ECOPY

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SECTION 02-4119 - DEMOLITION, CUTTING AND PATCHING

PART 1 - GENERAL

1.1 SUMMARY

A. Provide Demolition, Cutting, and Patching as specified and shown on Drawings.

1.2 DEFINITIONS

A. Demolition: Includes disconnecting and removing from the premises items shown on plans to be removed, or items which are not required in the finished installation.

B. Cutting: Includes cutting into existing construction to permit completion of contract work.

C. Patching: Includes restoration of surfaces disturbed by demolition, cutting, or other contract operations.

1.3 QUALITY ASSURANCE

A. Employ skilled workmen with experience in type of work required.

B. Requirements for Structural Work: Do not cut and patch structural work in a manner that would result in a reduction of load-carrying capacity or load- deflections ratio.

C. Before cutting and patching the following categories of work, obtain architect's approval to proceed.

1. Structural steel.

2. Structural concrete.

3. Piping, ductwork, vessels and equipment.

4. Electrical systems.

D. Operational and Safety Limitations: Do not cut and patch operational ECOPYelements or safety related components in a manner that would result in a reduction of their capacity to perform in the manner intended, including energy performance, or that would result in increased maintenance, or decreased operational life of decreased safety.

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E. Visual Requirements: Do not cut and patch work exposed on the building's exterior or in occupied spaces, in a manner that would, in the architect's opinion, result in lessening the building's aesthetic qualities. Do not cut and patch work in a manner that would result in substantial visual evidence of cut and patch work. Remove and replace work judged by the architect to be cut and patched in a visually unsatisfactory manner.

1.4 DELIVERY, STORAGE AND HANDLING

A. Carefully remove, store, and protect materials designated to be re-used in contract work.

B. Materials designated for demolition shall become Contractor's property and removed from the Site.

C. Materials designated to be salvaged for the Owner shall be removed with care, protected, and stored in a location specified by the Owner.

D. Comply with minimum requirements in Section 01600.

1.5 SCHEDULING

A. Schedule Demolition, Cutting, and Patching to precede construction and be completed without delay.

B. Schedule work in ceiling spaces above occupied rooms in advance of other work and on overtime.

C. Do not permit demolition work or noisy activities during scheduled time for removal of debris.

D. Comply with requirements in Section 01300.

PART 2 - PRODUCTS

2.1 MATERIALS

A. General: Use materials for patching that are identical to existing materials. If identical materials are not available, or cannot be used, use materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect. Use materials for patching that will result in equal or better performanceECOPY characteristics.

B. Plaster (where applicable) Comply with requirements of Section 09200, or comply with requirements in Part - 3 of this Section.

C. Concrete: Contractor designed mixes to produce following:

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1. Concrete, Typical: Compressive strength of 3000 pounds per square inch at 28 days.

D. Bonding Agent: "Weldcrete" of Larson Products, "Hornweld" of A.C. Horn, "Sonocrete" of Sonneborn-Contech, or equal.

E. Grout for patching holes in existing concrete surfaces: Nonshrink type, factory pre-mixed grout, "Vibrofoil" of A.C. Horn, "Ferrolith" of Sonneborn Contech, or equal.

F. Patching of Holes in Fire-Rated Surfaces: Comply with requirements of Section 07270.

G. Weather Exposed Or Moisture Resistant Surfaces Or Elements:

1. Where specifications are not included for items requiring patching comply with requirements of Article titled “Materials”, sub-Article titled “General” in this Section and manufacturer’s specifications and standards for each product involved.

2. Such products are as follows:

a. EPDM single-ply membrane roofing.

b. APP – Modified Bituminous sheet roofing

c. Cement Plaster.

PART 3 - EXECUTION

3.1 INSPECTION

A. Before beginning demolition work, examine site and verify the following:

1. Existing utility lines to be removed have been disconnected.

2. Utility lines serving occupied portions of building will remain in operation during demolition.

3. Dust barriers are in place, and conditions specified in Sections 01010, ECOPY01011, and 01012 are met. B. Before Cutting Operations: Examine surfaces to be cut and patched and conditions under which work is to be performed. If unsafe, or otherwise unsatisfactory conditions are encountered, take corrective action before proceeding with the work.

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C. If any hazardous material are encountered, notify Architect immediately and obtain instructions for safe handling and removal. See Division 0 – Hazardous Material Emergency Response Act.

3.2 PREPARATION

A. Temporary Support: To prevent structural failures, provide temporary support of work to be cut.

B. Protection:

1. Protect adjacent work from damage during demolition, cutting and patching.

2. Provide protection from adverse weather conditions for that part of the project that may be exposed during cutting and patching operations.

C. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas.

D. Take precautions not to cut existing pipe, conduit, or ducts serving the building but scheduled to be relocated until provisions have been made to bypass them.

E. Rooms adjacent to contract work may be occupied during the construction period. Maintain a tight barrier at openings into those rooms and remove debris in covered containers.

3.3 CUTTING

A. General:

1. Use methods least likely to damage existing construction to remain and materials to be re-established.

2. Ensure by-pass of utility services, such as pipe and conduit, has been completed before cutting, where such utility services are shown or required to be removed, relocated, or abandoned.

3. After cutting, cap, valve, or plug and seal tight remaining portions of pipe and conduit to prevent entrance of moisture or other foreign ECOPYmatter.

3.4 PATCHING

A. General:

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1. Patch with seams which are durable and as invisible as possible. Comply with specified tolerances for the work. Where feasible, inspect and test patched areas to demonstrate integrity of the work.

2. Restore exposed finishes of patched areas. Where necessary, extend finish restoration into retained adjoining work in a manner which will eliminate evidence of patching and refinishing.

3. Where patch occurs in a smooth painted surface, and after patched area has received prime and base coat, extend final paint coat over entire un-broken surface containing the patch.

4. Patch, repair, or re-hang existing ceilings as necessary to provide an even plane of surface of uniform appearance. Where partitions or portions of existing ceilings have been removed, reinforce edges of remaining ceiling.

5. Where existing plaster surfaces have been removed and remaining edges are to mate with gypsum board, carefully cut board to closely approximate the plaster profile. Carefully shim, furr, or otherwise provide backing for gypsum board in order to bring it to the face of existing plaster. Remove paint from existing plaster edges, apply tape and joint compound and feather out to existing plaster surfaces.

B. Plaster Installation:

1. Unless otherwise indicated, provide 3-coat work in accordance with the California Lathing and Plastering Contractors Association, Inc. (CLPC) recommendations.

2. Finish plaster with surface to closely match adjacent surface.

3. Cut, patch, point-up, and repair plaster as necessary to accommodate other work and to restore cracks, dents, and imperfections.

4. Comply with specifications in Section 09200.

C. Hangers and Supports:

1. Provide new hangers and supports for existing piping, conduit, or ECOPYductwork to remain after removal of existing partitions or ceilings. Conform to support details specified or shown for new work. Refer to specifications in Divisions 15 and 16.

D. Holes in Existing Concrete Floor Slabs, with a diameter not over the depth of the slab: Ream to a conical shape not less than 0.25:1 with the smallest

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3.5 PATCHING EXISTING DAMAGE

A. Floor Openings Around Pipe, Duct, and Conduit Penetrations:

1. Remove non-rated or loose filler material and fill with approved 2- hour fire resistive packing.

2. Comply with specifications in Section 07270 and Divisions 15 and 16.

B. Piping: Restore damaged pipe covering to its original condition.

3.6 LEVELING EXISTING CONCRETE FLOOR SLABS

A. Patch depressions and level existing concrete floor slab to a surface plane tolerance of maximum 1/8-inch in 10-feet. Test with a 10-foot long straight edge.

B. Apply underlayment over entire work area in strict accordance with manufacturer's written instructions, before any partition framing is placed.

C. Keep traffic off the floor during curing period in accordance with manufacturer's printed recommendations, but in any case not less than 4-days.

3.7 ELECTRICAL DEMOLITION

A. Do not shut down electrical service without approval of owner's Representative.

B. Do not begin demolition until all conduits have been traced by Contractor and services have been disconnected, as specified in Division 16.

C. Provide additional wiring and work as required to maintain service to adjacent spaces during demolition, as specified in Division 16.

D. Remove electrical service in demolition area including items in existing walls andECOPY ceilings to remain. E. Demolition of electrical Services:

1. Remove device and wiring to panel without disturbing existing service to remain.

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2. Remove empty conduit back to boundary of Project area.

F. Relocate or re-hang existing conduit when existing supports have been demolished or where there is interference with new light fixtures, in accordance with specifications in Division 16.

G. Electrical demolition work shall be performed by certified journeyman electrician.

3.8 CLEANING

A. Thoroughly clean spaces where work has been performed or used for access to work. B. Completely remove paint, mortar, oils, putty, and materials of similar nature. C. Thoroughly clean piping, conduit, and similar items, before painting or other finishing is applied. D. Remove debris daily. Remove debris which must be transported through public corridors during non-occupied hours. E. Debris Containers: 1. Transport removal of debris in tightly sealed, covered, rubber tired containers. 2. Fit containers with clean polyethylene covers completely sealed at perimeters by taping or tying with wire. 3. Wipe containers clean before leaving construction area to prevent tracking of dust. F. Place covers over debris boxes between periods when they are being filled.

END OF SECTION ECOPY

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SECTION 05500 - METAL FABRICATIONS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to work of this Section.

1.2 SUMMARY

A. This section includes the following metal fabrications:

1. Rough hardware.

2. Loose bearing and leveling plates.

3. Loose steel lintels.

4. Miscellaneous framing and supports for the following:

a. Applications where framing and supports are not specified in other sections.

5. Miscellaneous steel trim.

6. Shelf and relieving angles.

7. Metal bar gratings.

8. Steel pipe railings.

9. Pipe bollards.

1.3 DEFINITIONS

A. Definitions in ASTM E 985 for railing-related terms apply to this section.

1.4 SYSTEM PERFORMANCE REQUIREMENTS A. ECOPYStructural Performance of Handrails and Railing Systems: Design, engineer, fabricate, and install handrails and railing systems to comply with requirements of ASTM E 985 for structural performance based on testing performed in accordance with ASTM E 894 and E 935.

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1. Top Rail of Guardrail Systems: Capable of withstanding the following loads applied as indicated:

a. Concentrated load of 300 lbf applied at any point nonconcurrently, vertically downward, or horizontally.

b. Concentrated and uniform loads above need not be assumed to act concurrently.

2. Handrails Not Serving as Top Rails: Capable of withstanding the following loads applied as indicated:

a. Concentrated load of 200 lbf applied at any point nonconcurrently, vertically downward or horizontally.

b. Concentrated and uniform loads above need not be assumed to act concurrently.

3. Infill Area of Guardrail Systems: Capable of withstanding a horizontal concentrated load of 200 lbf applied to one sq. ft. at any point in the system including panels, intermediate rails balusters, or other elements composing the infill area.

1.5 SUBMITTALS

A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections.

B. Product data for products used in miscellaneous metal fabrications, including paint products and grout.

C. Shop drawings detailing fabrication and erection of each metal fabrication indicated. Include plans, elevations, sections, and details of metal fabrications and their connections. Show anchorage and accessory items. Provide templates for anchors and bolts specified for installation under other sections.

D. Samples representative of materials and finished products as may be requested by Architect.

E. Welder certificates signed by Contractor certifying that welders comply with requirementsECOPY specified under "Quality Assurance" article. F. Qualification data for firms and persons specified in "Quality Assurance" article to demonstrate their capabilities and experience. Include list of completed projects with project name, addresses, names of Architects and Owners, and other information specified.

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1.6 QUALITY ASSURANCE

A. Fabricator Qualifications: Firms experienced in successfully producing metal fabrications similar to that indicated for this Project, with sufficient production capacity to produce required units without causing delay in the Work.

B. Installer Qualifications: Arrange for installation of metal fabrications specified in this section by same firm that fabricated them.

C. Qualify welding processes and welding operators in accordance with AWS D1.1 "Structural Welding Code - Steel," D1.3 "Structural Welding Code - Sheet Steel", and D1.2 "Structural Welding Code - Aluminum."

1. Certify that each welder has satisfactorily passed AWS qualification tests for welding processes involved and, if pertinent, has undergone recertification.

1.7 PROJECT CONDITIONS

A. Field Measurements: Check actual locations of walls and other construction to which metal fabrications must fit, by accurate field measurements before fabrication; show recorded measurements on final shop drawings. Coordinate fabrication schedule with construction progress to avoid delay of Work.

1.8 SEQUENCING AND SCHEDULING

A. Sequence and coordinate installation of wall handrails as follows:

1. Mount handrails only on completed walls. Do not support handrails temporarily by any means not satisfying structural performance requirements.

2. Mount handrails only on gypsum board assemblies reinforced to receive anchors, and where the location of concealed anchor plates has been clearly marked for benefit of Installer.

PART 2 - PRODUCTS

2.1 FERROUS METALS

A. ECOPYMetal Surfaces, General: For metal fabrications exposed to view upon completion of the Work, provide materials selected for their surface flatness, smoothness, and freedom from surface blemishes. Do not use materials whose exposed surfaces exhibit pitting, seam marks, roller marks, rolled trade

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names, roughness, and, for steel sheet, variations in flatness exceeding those permitted by reference standards for stretcher-leveled sheet.

B. Steel Plates, Shapes, and Bars: ASTM A 36.

C. Steel Bars for Gratings: ASTM A 569 or ASTM A 36.

D. Steel Tubing: Product type (manufacturing method) and as follows:

1. Hot-Formed Steel Tubing: ASTM A 501.

a. For exterior installations and where indicated, provide tubing with hot-dip galvanized coating per ASTM A 53.

E. Uncoated Structural Steel Sheet: Product type (manufacturing method), quality, and grade, as follows:

1. Cold-Rolled Structural Steel Sheet: ASTM A 611, grade as follows:

a. Grade A, unless otherwise indicated or required by design loading.

F. Uncoated Steel Sheet: Commercial quality, product type (method of manufacture) as follows:

1. Cold-Rolled Steel Sheet: ASTM A 366.

G. Galvanized Steel Sheet: Quality as follows:

1. Structural Quality: ASTM A 446; Grade A, unless another grade required for design loading, and G90 coating designation unless otherwise indicated.

H. Steel Pipe: ASTM A 53; finish, type, and weight class as follows:

1. Galvanized finish.

2. Type F, standard weight (schedule 40), unless otherwise indicated, or another weight, type, and grade required by structural loads. 3. ECOPYPipe to be used for handrails is required to be 1½” O.D. I. Gray Iron Castings: ASTM A 48, Class 10.

J. Malleable Iron Castings: ASTM A 47, grade 32510.

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K. Brackets, Flanges and Anchors: Cast or formed metal of the same type material and finish as supported rails, unless otherwise indicated.

L. Concrete Inserts: Threaded or wedge type; galvanized ferrous castings, either malleable iron, ASTM A 47, or cast steel, ASTM A 27. Provide bolts, washers, and shims as required, hot-dip galvanized per ASTM A 153.

M. Welding Rods and Bare Electrodes: Select in accordance with AWS specifications for the metal alloy to be welded.

2.2 STAINLESS STEEL

A. Bar Stock: ASTM A 276, Type 304.

B. Plate: ASTM A 167, Type 304.

2.3 GROUT AND ANCHORING CEMENT

A. Nonshrink Nonmetallic Grout: Premixed, factory-packaged, nonstaining, noncorrosive, nongaseous grout complying with CE CRD-C 621. Provide grout specifically recommended by manufacturer for interior and exterior applications of type specified in this section.

B. Erosion-Resistant Anchoring Cement: Factory-prepackaged, nonshrink, nonstaining, hydraulic controlled expansion cement formulation for mixing with water at Project site to create pourable anchoring, patching, and grouting compound. Provide formulation that is resistant to erosion from water exposure without need for protection by a sealer or waterproof coating and is recommended for exterior use by manufacturer.

C. Available Products: Subject to compliance with requirements, products that may be incorporated in the Work include but are not limited to the following:

1. Nonshrink Nonmetallic Grouts:

a. "Bonsal Construction Grout"; W.R. Bonsal Co.

b. "Diamond-Crete Grout"; Concrete Service Materials Co.

c. "Sonogrout"; Sonneborn Building Products Div., Rexnord ECOPYChemical Products, Inc.or Approved Equal 2. Erosion-Resistant Anchoring Cement:

a. "Super Por-Rok"; Minwax Construction Products Division.

2.4 FASTENERS

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A. General: Provide zinc-coated fasteners for exterior use or where built into exterior walls. Select fasteners for the type, grade, and class required.

B. Bolts and Nuts: Regular hexagon head type, ASTM A 307, Grade A.

C. Lag Bolts: Square head type, FS FF-B-561.

D. Machine Screws: Cadmium plated steel, FS FF-S-92.

E. Wood Screws: Flat head carbon steel, FS FF-S-111.

F. Plain Washers: Round, carbon steel, FS FF-W-92.

G. Drilled-In Expansion Anchors: Expansion anchors complying with FS FF-S- 325, Group VIII (anchors, expansion, [nondrilling]), Type I (internally threaded tubular expansion anchor); and machine bolts complying with FS FF-B-575, Grade 5.

H. Toggle Bolts: Tumble-wing type, FS FF-B-588, type, class, and style as required.

B. Lock Washers: Helical spring type carbon steel, FS FF-W-84.

2.5 PAINT

A. Shop Primer for Ferrous Metal: Manufacturer's or fabricator's standard, fast- curing, lead-free, universal modified alkyd primer selected for good resistance to normal atmospheric corrosion, for compatibility with finish paint systems indicated, and for capability to provide a sound foundation for field-applied topcoats despite prolonged exposure complying with performance requirements of FS TT-P-645.

B. Galvanizing Repair Paint: High zinc dust content paint for regalvanizing welds in galvanized steel, with dry film containing not less than 94 percent zinc dust by weight, and complying with DOD-P-21035 or SSPC-Paint-20.

C. Bituminous Paint: Cold-applied asphalt mastic complying with SSPC-Paint 12 except containing no asbestos fibers.

2.6 FABRICATION, GENERAL A. FormECOPY metal fabrications from materials of size, thickness, and shapes indicated but not less than that needed to comply with performance requirements indicated. Work to dimensions indicated or accepted on shop drawings, using proven details of fabrication and support. Use type of materials indicated or specified for various components of each metal fabrication.

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B. Form exposed work true to line and level with accurate angles and surfaces and straight sharp edges.

C. Allow for thermal movement resulting from the following maximum change (range) in ambient temperature in the design, fabrication, and installation of installed metal assemblies to prevent buckling, opening up of joints, and overstressing of welds and fasteners. Base design calculations on actual surface temperatures of metals due to both solar heat gain and nighttime sky heat loss.

1. Temperature Change (Range): 100 deg F (55.5 deg C).

D. Shear and punch metals cleanly and accurately. Remove burrs.

E. Ease exposed edges to a radius of approximately 1/32 inch, unless otherwise indicated. Form bent-metal corners to smallest radius possible without causing grain separation or otherwise impairing work.

F. Remove sharp or rough areas on exposed traffic surfaces.

G. Weld corners and seams continuously to comply with AWS recommendations 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.

H. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners wherever possible. Use exposed fasteners of type indicated or, if not indicated, Phillips flat-head (countersunk) screws or bolts. Locate joints where least conspicuous.

I. Provide for anchorage of type indicated; coordinate with supporting structure. ECOPYFabricate and space anchoring devices to provide adequate support for intended use.

J. Shop Assembly: Preassemble items in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Use connections that maintain

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structural value of joined pieces. Clearly mark units for reassembly and coordinated installation.

K. Cut, reinforce, drill and tap miscellaneous metal work as indicated to receive finish hardware, screws, and similar items.

L. Fabricate joints that will be exposed to weather in a manner to exclude water, or provide weep holes where water may accumulate.

2.7 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.

2.8 LOOSE BEARING AND LEVELING PLATES

A. Provide loose bearing and leveling plates for steel items bearing on masonry or concrete construction, made flat, free from warps or twists, and of required thickness and bearing area. Drill plates to receive anchor bolts and for grouting as required. Galvanize after fabrication.

2.9 LOOSE STEEL LINTELS

A. Provide loose structural steel lintels from steel angles and shapes of size indicated for openings and recesses in concrete walls and partitions at locations indicated.

B. Weld adjoining members together to form a single unit where indicated.

C. Galvanize loose steel lintels, unless otherwise noted.

2.10 MISCELLANEOUS FRAMING AND SUPPORTS

A. General: Provide steel framing and supports for applications indicated or whichECOPY are not a part of structural steel framework, as required to complete work.

B. Fabricate units to sizes, shapes, and profiles indicated and required to receive adjacent other construction retained by framing and supports. Fabricate from structural steel shapes, plates, and steel bars of welded construction using

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mitered joints for field connection. Cut, drill, and tap units to receive hardware, hangers, and similar items.

1. Equip units with integrally welded anchors for casting into concrete or building into masonry. Furnish inserts if units must be installed after concrete is placed.

a. Except as otherwise indicated, space anchors 24 inches o.c. and provide minimum anchor units in the form of steel straps 1-1/4 inches wide x 1/4 inch x 8 inches long.

C. Galvanize miscellaneous framing and supports in the following locations:

1. Exterior locations.

D. Stainless steel miscellaneous framing and supports in the following locations:

1. Exposed supports within lavatories

2.11 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. Interior locations where indicated.

2.12 STEEL PIPE RAILINGS AND HANDRAILS

A. General: Fabricate pipe railings and handrails to comply with requirements indicated for design, dimensions, details, finish, and member sizes, including wall thickness of pipe, post spacings, and anchorage, but not less than that required to support structural loads. All Handrail pipes to be fabricated from 1-1/2” O.D. pipe. B. ECOPYInterconnect railing and handrail members by butt-welding or welding with internal connectors, at fabricator's option, unless otherwise indicated.

1. At tee and cross intersections, notch ends of intersecting members to fit contour of pipe to which end is joined and weld all around.

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C. Form changes in direction of railing members as follows:

1. By radius bends of radius tightest radius without crimping or deforming pipe.

D. Form simple and compound curves by bending pipe in jigs to produce uniform curvature for each repetitive configuration required; maintain cylindrical cross-section of pipe throughout entire bend without buckling, twisting, cracking, or otherwise deforming exposed surfaces of pipe.

E. Provide wall returns at ends of wall-mounted handrails, unless otherwise indicated.

F. Close exposed ends of pipe by welding 3/16 inch thick steel plate in place or by use of prefabricated fittings, except where clearance of end of pipe and adjoining wall surface is 1/4 inch or less.

G. Toe Boards: Where indicated, provide toe boards at railings around openings and at the edge of open-sided floors and platforms. Fabricate to dimensions and details indicated, or if not indicated, use 4 inches high x 1/8 inch steel plate welded to, and centered between, each railing post.

H. Brackets, Flanges, Fittings, and Anchors: Provide wall brackets, end closures, flanges, miscellaneous fittings, and anchors for interconnections of pipe and attachment of railings and handrails to other work. Furnish inserts and other anchorage devices for connecting railings and handrails to concrete or masonry work.

1. For railing posts set in concrete fabricate sleeves from steel pipe not less than 6 inches long and with an inside diameter not less than 1/2 inch greater than the outside diameter of post, with steel plate closure welded to bottom of sleeve.

2. For removable railing posts, fabricate slip-fit sockets from steel pipe whose inside diameter is sized for a close fit with posts and to limit deflection of post without lateral load, measured at top, to not more than 1/12 of post height. Provide socket covers designed and fabricated to resist accidental dislodgement.

I. Fillers: Provide steel sheet or plate fillers of thickness and size indicated or requiredECOPY to support structural loads of handrails where needed to transfer wall bracket loads through wall finishes to structural supports. Size fillers to suit wall finish thicknesses. Size fillers to produce adequate bearing to prevent bracket rotation and overstressing of substrate.

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J. For exterior steel railings and handrails formed from steel pipe with galvanized finish, galvanize fittings, brackets, fasteners, sleeves, and other ferrous components.

K. For interior steel railings and handrails formed from steel pipe with galvanized finish, galvanize fittings, brackets, fasteners, sleeves, and other ferrous components.

2.13 PIPE BOLLARDS

A. Fabricate pipe bollards from Schedule 80 steel pipe. Cap bollards with 1/4 inch minimum thickness steel base plate.

B. Fabricate sleeves for bollard anchorage from steel pipe with 1/4 inch thick steel plate welded to bottom of sleeve.

2.14 FINISHES, GENERAL

A. Comply with NAAMM "Metal Finishes Manual" for recommendations relative to application and designations of finishes.

B. Finish metal fabrications after assembly.

2.15 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 A 153 for galvanizing iron and steel hardware.

2. ASTM A 123 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. Exteriors (SSPC Zone 1B): SSPC-SP6 "Commercial Blast Cleaning." ECOPY2. Interiors (SSPC Zone 1A): SSPC-SP3 "Power Tool Cleaning." C. Apply shop primer to uncoated surfaces of metal fabrications that will be concealed in other construction, 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

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Specification No. 1" for shop painting. Stripe paint all edges, corners, crevices, bolts, welds, and sharp edges.

D. Apply TNEMEC primer or approved equal to uncoated surfaces of metal fabrications that will be exposed in exterior or interior locations, except those with galvanized finish or to be embedded in concrete, sprayed-on fireproofing, or masonry, unless otherwise indicated. Comply with requirements of Special Coatings manufacturer.

1. Stripe paint all edges, corners, crevices, bolts, welds, and sharp edges.

2.16 ALUMINUM FINISHES

A. Finish designations prefixed by "AA" conform to the system established by the Aluminum Association for designating aluminum finishes.

B. As Fabricated Finish: AA-M10 (Mechanical Finish: as fabricated, unspecified).

PART 3 - EXECUTION

3.1 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.

B. Center nosings on tread widths with noses flush with riser faces and tread surfaces.

C. Set sleeves in concrete with tops flush with finish surface elevations; protect sleeves from water and concrete entry.

3.2 INSTALLATION, GENERAL

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, toggleECOPY 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

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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.

F. Corrosion Protection: Coat concealed surfaces of aluminum that will come into contact with grout, concrete, masonry, wood, or dissimilar metals with a heavy coat of bituminous paint or zinc chromate primer.

3.3 SETTING LOOSE PLATES

A. Clean concrete and masonry bearing surfaces of any bond-reducing materials, and roughen to improve bond to surfaces. Clean bottom surface of bearing plates.

B. Set loose leveling and bearing plates on wedges, or other adjustable devices. After the bearing members have been positioned and plumbed, tighten the anchor bolts. Do not remove wedges or shims, but if protruding, cut off flush ECOPYwith the edge of the bearing plate before packing with grout. 1. Use metallic nonshrink grout in concealed locations where not exposed to moisture; use nonmetallic nonshrink grout in exposed locations, unless otherwise indicated.

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2. Pack grout solidly between bearing surfaces and plates to ensure that no voids remain.

3.4 INSTALLATION OF SUPPORTS FOR TOILET PARTITIONS

A. Anchor supports securely to, and rigidly brace from, overhead building structure.

3.5 INSTALLATION OF STEEL PIPE RAILINGS AND HANDRAILS

A. Adjust railings prior to anchoring to ensure matching alignment at abutting joints. Space posts at spacing indicated, or if not indicated, as required by design loadings. Plumb posts in each direction. Secure posts and railing ends to building construction by one of the following:

1. Anchor posts in concrete by means of pipe sleeves preset and anchored into concrete. After posts have been inserted into sleeves, fill annular space between post and sleeve solid with the following anchoring material, mixed and placed to comply with anchoring material manufacturer's directions.

2. Anchor posts in concrete by core drilling holes not less than 5 inches deep and 3/4 inch greater than outside diameter of post. Clean holes of all loose material, insert posts and fill annular space between post and concrete with the following anchoring material, mixed and placed to comply with anchoring material manufacturer's directions.

a. Nonshrink, nonmetallic grout.

b. Leave anchorage joint exposed, wipe off surplus anchoring material, and leave 1/8 inch build-up, sloped away from post. For installations exposed on exterior, or to flow of water, seal anchoring material to comply with grout manufacturer's directions.

3. Anchor posts to steel with steel oval flanges, angle type or floor type as required by conditions, welded to posts and bolted to steel supporting members.

4. Anchor rail ends into concrete and masonry with steel round flanges ECOPYwelded to rail ends and anchored into wall construction with lead expansion shields and bolts.

5. Anchor rail ends to steel with steel oval or round flanges welded to rail ends and bolted to structural steel members, unless otherwise indicated.

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6. Install removable railing/gate sections where indicated in slip-fit metal sockets cast into concrete. Accurately locate sockets to match post spacing.

B. Secure handrails to wall with wall brackets and end fittings. Provide bracket with exactly 1-1/2 inch clearance from inside face of handrail and finished wall surface. Locate brackets as indicated, or if not indicated, at spacing required to support structural loads. Secure wall brackets and wall return fittings to building construction as follows:

1. Use type of bracket with pre-drilled hole for exposed bolt anchorage.

2. For concrete and solid masonry anchorage, use drilled-in expansion shield and either concealed hanger bolt or exposed lag bolt, as applicable.

3. For wood stud partitions, use lag bolts set into wood backing between studs. Coordinate with stud installations for accurate location of backing members.

C. Expansion Joints: Provide expansion joints at locations indicated, or if not indicated, at intervals not to exceed 40 feet. Provide slip joint with internal sleeve extending 2 inches beyond joint on either side; fasten internal sleeve securely to one side; locate joint within 6 inches of post.

3.6 INSTALLATION OF BOLLARDS

A. Anchor bollards in concrete by means of pipe sleeves preset and anchored into concrete. After bollards have been inserted into sleeves, fill annular space between bollard and sleeve solid with nonshrink, nonmetallic grout, mixed and placed to comply with grout manufacturer's directions.

3.7 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 or Special Coating Manufacturer for touch-up of field painted surfaces. ECOPY1. 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 A 780.

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END OF SECTION 05500

ECOPY

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SECTION 06-1000 ROUGH CARPENTRY

PART 1 - GENERAL

1.1 DESCRIPTION

A. Section Includes: Provision of all lumber framing, rough hardware and blocking as indicated in the contract drawings.

1.2 REFERENCES

A. Requirements of GENERAL CONDITIONS and DIVISION NO. 1 apply to all Work in this Section.

B. Published Specifications, standards, tests, or recommended methods of trade, industry, or governmental organizations apply to Work in this Section where cited by abbreviations noted below (latest editions apply).

1. California Code of Regulations. Title 24, 2013 edition, also known as California Building Code (CBC), with amendments.

2. (APA) - American Plywood Association, "Guide to Plywood Grades".

3. (PS) - United States Product Standard, PS-1 "Construction and Industrial Plywood".

4. (UL) - Underwriters' Laboratories, Inc., "Fire Hazard Classification, FR-S".

5. (WCLIB) - West Coast Lumber Inspection Bureau, "Standard Grading Rules No. 16".

6. (WWPA) - Western Wood Products Association, "Grading Rules for Lumber".

7. (AWPA) - American Wood Preservers Association Standards.

8. (ASTM) - American Society of Testing and Materials.

1.3 SUBMITTALS A. ECOPYShop Drawings of all specially fabricated rough hardware. B. Certificates of compliance with standards specified.

1.4 PRODUCT DELIVERY, STORAGE AND HANDLING

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A. Provide proper facilities for handling and storage of materials to prevent damage to edges, ends, and surfaces.

B. Keep materials dry. Where necessary, stack materials off ground on level flat forms, fully protected from weather.

1.5 JOB CONDITIONS

A. Environmental Requirements: Maintain uniform moisture content of lumber at not more than 19-percent before, during, and after installation.

B. Sequencing, Scheduling: Coordinate details with other Work supporting, adjoining or fastening to rough carpentry Work.

PART 2 - PRODUCTS

2.1 MATERIAL

A. Rough Carpentry:

1. Sills on Concrete: Pressure treated Douglas Fir.

2. Lumber (Wood Framing): Meet requirements of Section 06-1600.

3. Plywood Sheathing: Meet requirements of Section 06-1600. Provide thickness shown on drawings.

B. Rough Hardware: All exterior hardware shall be hot-dipped galvanized.

1. Nails: Common wire, typical.

2. Powder Driven Fasteners: Tempered steel pins with special corrosion- resistant finish. Provide guide washers to accurately control penetration, maximum 3/4-inch. Accomplish fastening by low- velocity piston-driven powder-actuated tool. Pins and tool: Hilti Fastening Systems, Impex Tool Corporation, or equal product.

3. Expansion Bolts: Reverse cone, self-wedging, expansion type, Tightening of nut or increased tension on bolt shank shall act to force wedges outward to create positive increased resistance to withdrawal, ECOPYRamset/Read Head "Tru-Bolt", Hilti Kwik - Bolt TZ or better product. 4. Metal Timber Framing Connectors: Fabricate from hot-dipped galvanized steel. Connectors shall be at least 16-gauge material, 1/8- inch plate materials where welded, unless otherwise shown or specified, punched for nailing. Nails and nailing shall conform to the manufacturer's instructions, with a nail provided for each punched

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hole. Manufactured by Simpson Strong-Tie Company or equal product.

5. Miscellaneous Hardware: Provide all common screws, bolts, fastenings, washers and nuts required to complete rough carpentry Work.

2.2 TREATMENTS

A. Fire-Retardant Treatment: Same as Koppers Co., Inc.'s "Non-Com" J.H. Baxter and Co.'s "Baco-Pyresote"; or equal product substituted.

B. Preservative Treatment: Furnish in accordance with AWPA.

2.3 FABRICATION

A. Preparation (Finish Carpentry):

1. Verify measurements at job site.

2. Verify details and dimensions of equipment and fixtures integral with finish carpentry for proper fit and accurate alignment.

3. Coordinate details with other work supporting, adjoining, or fastening to casework.

B. Lumber:

1. Air- or kiln-dry to maximum 19-percent moisture content prior to shipment. Stack and air-dry to maximum 15 percent in field prior to installation.

2. Furnish surfaced four sides, S4S, unless otherwise noted.

3. Size to conform with rules of governing standard. Sizes shown are nominal unless otherwise noted.

C. Wood Treatments:

1. Fire-Retardant Treatment: ECOPYa. Fire-retardant treat only wood blocking supporting truss joists on steel beams.

b. Treat in accordance with AWPA C20 and approved manufacturer's recommendations.

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2. Preservative Treatment:

a. Treat lumber and plywood sheathing exposed to weather.

b. Lumber: Treat in accordance with AWPA C2.

c. Plywood: Treat in accordance with AWPA C9.

d. After treatment and prior to shipping, air- or kiln-dry lumber to maximum 19 percent moisture content. Air dry in field to maximum 15 percent prior to installation.

2.4 QUALITY CONTROL

A. Lumber shall bear grade-trademark or be accompanied by certificate of compliance of appropriate grading agency.

B. Plywood shall bear APA grade-trademark.

C. Air-dry all framing lumber to a maximum of 15 percent moisture content prior to installing.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine areas to receive rough carpentry Work and verify following:

1. Completion of installation of building components to receive rough carpentry Work.

2. That surfaces are satisfactory to receive Work.

3. That spacing, direction, and details of supports are correct to accommodate installation of blocking, backing, stripping, furring and nailers.

4. That all anchor bolts and holddown bolts are properly installed.

3.2 INSTALLATION A. Cutting:ECOPY Perform all cutting, boring, and similar Work required. B. Studs, Joists, Beams, and Posts: Install all members true to line. No wood shingle shims are permitted. Place joists with crown up; maximum 1/4-inch crown permitted.

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C. Nail joints in accordance with applicable requirements of the CBC unless otherwise shown or specified. Predrill where nails tend to split wood.

D. Bolt holes to be 1/16-inch oversize. Threads shall not bear on wood. Use standard malleable iron washers against wood. Carriage bolts require washers under the nut only.

E. Provide blocking, grounds, nailers, stripping, and backing as shown and as required to secure other Work.

F. Maintain 1/8-inch gap between all plywood panel edges.

G. Do not utilize plywood sheets having a width smaller than 2-feet 0-inches.

H. Plywood flooring shall be field glued with adhesives meeting APA specification AFG-01 applied in accordance with the manufacturers’ recommendations. Apply continuous line of glue on joists and in groove of tongue and groove panels.

I. Where wood is cut, sawed, planed, bored or marred after preservative or fire- retardant treatment, apply two heavy brush coats of same material used in treatment.

J. Nail heads shall be driven flush with plywood surface. Overdriven nails (nails which fracture the outer ply layer) shall be replaced one for one.

K. Screws (Wood or Lag): Screws shall be screwed and not driven into place. Screw holes shall be predrilled to the same diameter and depth of shank. Holes for threaded portion shall be predrilled less than or equal to the diameter of the root of the thread. Provide standard cut washers under head of lag screws.

L. Sills under bearing, exterior and shear walls shall be bedded on 1/2-inch minimum drypack or grout to obtain continuous bearing.

3.3 CLEANING AND ADJUSTING (FINISH CARPENTRY)

A. Remove damaged or otherwise disfigured portions and replace with new prior to the Owner's acceptance. B. ECOPYWash finished Work in strict accordance with product manufacturer's directions and ensure that washed surfaces do not differ from clean unwashed surfaces. Any difference will be considered unsatisfactory work.

3.4 FIELD QUALITY CONTROL

A. The Owner's Testing Agency shall:

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1. Inspect erected timber framing as required to establish conformity of work with Drawings.

2. Inspect all bolted connections.

3. Inspect all timber connectors per CBC Section 2337A.2.

4. Inspect roof diaphragm nailing for nail size, spacing and penetration at plywood panel edges, and special nailing at collector and drag members.

5. Inspect anchor tiedown system and shear wall nailing for nail size, spacing and penetration at plywood panel edges, and nailing at tiedown posts.

END OF SECTION

ECOPY

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SECTION 06-1600 - FRAMING AND SHEATHING

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Structural wall and roof framing.

B. Framing modifications as required for alterations.

C. Wall and roof sheathing, where indicated.

D. Wood furring, backing, and grounds.

E. Preservative treatment of wood.

1.2 REFERENCES

A. CBC – 2013 California Building Code.

B. CCR - California Code of Regulations Title 24, Part 2, Chapter 23A.

C. ALSC - American Lumber Standards Committee: Softwood Lumber Standards.

D. ANSI/NFPA NDS-91 - National Design Specifications for Wood Construction.

E. APA - The Engineered Wood Association.

F. AWPA - American Wood Preservers' Association: Book of Standards.

G. AWPB - American Wood Preservers' Bureau.

H. NFPA - National Forest Products Association.

I. National Bureau of Standards - Product Standard PS-1-83 for Construction and Industrial Plywood.

J. WCLIB - West Coast Lumber Inspection Bureau: Standard Grading Rules for ECOPYWest Coast Lumber. K. WWPA - Western Wood Products Association.

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1.3 QUALITY ASSURANCE

A. Lumber Grading Agency: Certified by ALSC.

B. Plywood Grading Agency: Certified by APA.

1.4 REGULATORY REQUIREMENTS

A. Conform to CBC and California Code of Regulations, Title 24, Part 2.

B. Allowable stress design values shall be in compliance with the California Code of Regulations, Title 24, Part 2, Section 2316A and ANSI/AF&PA NDS-2012 National Design Specification (NDS) for Wood Construction.

1.5 SUBMITTALS

A. Submit product data under provisions of Section 01-1300.

B. Provide technical data on wood preservative materials and application instructions.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Store and protect products under provisions of Section 01-1640.

PART 2 - PRODUCTS

2.1 LUMBER MATERIALS

A. Lumber Grading Rules: NFPA, WCLIB and WWPA. Lumber shall bear WCLIB grade stamp.

B. Beam Framing: Douglas Fir species, Dense No. 1 grade, 19 percent maximum moisture content (S-DRY).

C. Joist Framing: Douglas Fir species, No. 1 grade, 19 percent maximum moisture content (S-DRY).

D. Rafter Framing: Douglas Fir species, No. 1 grade, 19 percent maximum moisture content (S-DRY). E. StructuralECOPY Framing, Studs, Plate and Blocking: Douglas Fir Species, No. 1 grade, 19 percent moisture content (S-Dry).

F. Non-structural Light Framing Studs, Plate, and Blocking: Douglas Fir species, construction grade, 19 percent maximum moisture content (S-DRY).

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G. Furring Strips: Redwood foundation grade.

2.2 PLYWOOD MATERIALS

A. Roof Sheathing: exterior Grade C-D, Exposure 1 minimum 5-ply construction, meeting product Doc PS 1 or Doc PS 2.

B. Wall Sheathing: APA, exterior Grade C-D Structural I, Exposure 1 minimum 5-ply construction, meeting product Doc PS 1 or Doc PS 2.

2.3 ACCESSORIES

A. Fasteners: Hot-dipped galvanized steel for exterior, high humidity, and treated wood locations; plain finish elsewhere; size and type to suit condition.

B. Connectors: As indicated.

C. Joist Hangers: Galvanized steel, sized to suit joists and framing conditions; manufactured by Simpson, Silver Teco or KC Metals.

D. Anchors: Thru bolt or anchor bolt to concrete or masonry unless otherwise noted. Bolt for anchorage to steel unless otherwise noted.

E. Building Paper: No. 15 asphalt felt. Plain untreated cellulosic building paper.

2.4 WOOD TREATMENT

A. Preservative Treatment: Where lumber or plywood is indicated as treated or is specified herein to be treated, comply with applicable requirements of AWPA Standards C2 (Lumber) and C9 (Plywood) and of AWPB Standards listed below. Mark each treated item with the AWPB Quality Mark Requirements.

B. Pressure treat all lumber in contact with ground with water-borne preservatives to comply with AWPB LP-22. After treatment kiln-dry lumber to a maximum moisture content of 19 percent.

C. Pressure treat above ground items with water-borne preservatives to comply with AWPB LP-2. After treatment, kiln-dry lumber and plywood to a maximum moisture content, respectively, of 19 percent and 15 percent. Treat ECOPYindicated items and the following:

1. Wood cants, nailers, curbs, equipment support bases, blocking, stripping and similar members in connection with roofing, flashing, vapor barriers and waterproofing.

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2. Horizontal wood sills, sleepers, blocking, furring, stripping and similar concealed members in contact with masonry or concrete.

3. Horizontal wood framing members less than 18 inches above grade.

4. Wood floor plates installed over concrete slabs directly in contact with earth.

5. Ends of wood girders entering masonry or concrete walls.

6. Framing members used in exterior door, window, or louver openings.

D. Complete fabrication of treated items prior to treatment, where possible. If cut or drilled after treatment, coat cut or drilled surfaces with heavy brush coat of same chemical used for treatment and to comply with AWPA M4-99. Inspect each piece of lumber or plywood after drying and discard damaged or defective pieces.

PART 3 - EXECUTION

3.1 FRAMING

A. Apply preservative to wood in contact or close proximity with concrete.

B. Erect wood framing members level and plumb.

C. Place horizontal members laid flat, crown side-up.

D. Construct framing members full length without splices.

E. Double members at openings over 1 sq ft. Space short studs over and under opening to stud spacing.

F. Construct double joist headers at floor and ceiling openings. Frame rigidly into joists.

G. Construct double joists under wall studding.

H. Bridge joists in excess of 8 feet span at mid-span members. Fit solid blocking at ends of members. 3.2 FURRING,ECOPY BLOCKING AND GROUNDS A. Provide wherever shown and where required for attachment of other work. Form to shapes as shown and cut as required for true line and level of work to be attached. Coordinate location with other work involved.

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B. Attach to substrates as required to support applied loading. Countersink bolts and nuts flush with surfaces, unless otherwise indicated. Build into masonry during installation of masonry work. Where possible, anchor to formwork before concrete placement.

C. Install plumb and level with closure strips at edges and openings. Shim with wood as required for tolerance of finished work.

D. Firestop all concealed spaces of wood stud walls, ceilings and floor levels at 10 foot intervals both vertically and horizontally.

E. Firestop all concealed vertical and horizontal spaces as occur at soffits, vents, stair stringers, pipes and similar openings in compliance with Title 24, Part 2, Section 708.

F. Firestopping shall consist of closely fitted wood blocks of 2 inch nominal thickness lumber of same width as framing members.

3.3 SHEATHING

A. Secure wall sheathing perpendicular to wall studs, with ends staggered, over firm bearing.

3.4 FIELD QUALITY CONTROL

A. Field inspection and testing will be performed under provisions of Section 01- 4523.

3.5 TOLERANCES

A. Framing Members: 1/4 inch maximum from true position.

B. Surface Flatness of Floor: 1/4 inch in 10 feet maximum. ECOPYEND OF SECTION

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SECTION 06-4100 - INTERIOR ARCHITECTURAL WOODWORK

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

B. Section 06-6119 Quartz Surfacing Countertops

C. Sectiion 06-6200 Paper Composite Sheetgoods (Bid Alternate - Drawers, Doors and exposed sefaces)

1.2 SUMMARY

A. This Section includes the following:

1. Interior standing and running trim and rails.

2. Wood cabinets (casework).

3. Cabinet tops (countertops).

4. Interior miscellaneous ornamental items.

5. Interior door frames (jambs).

B. Related Sections: The following sections contain requirements that relate to this section:

1. Division 6 Section "Rough Carpentry" for furring, blocking, and other carpentry work that is not exposed to view.

2. Division 6 Section "Finish Carpentry" for carpentry exposed to view that is not specified in this section.

3. Division 8 Section "Flush Wood Doors" for doors specified by reference to architectural woodwork standards. ECOPY4. Division 9 Section "Painting" for final finishing of installed architectural woodwork.

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1.3 SUBMITTALS

A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections.

B. Product data for each type of product and process specified in this section and incorporated into items of architectural woodwork during fabrication, finishing, and installation.

C. Shop drawings showing location of each item, dimensioned plans and elevations, large-scale details, attachment devices, and other components.

1. Apply WIC Certified Compliance Label to first page of shop drawings.

D. Samples for initial selection purposes of the following in form of manufacturer's color charts consisting of actual units or sections of units showing full range of colors, textures, and patterns available for each type of material indicated.

1. Plastic laminate.

E. Samples for verification purposes of the following:

1. Lumber with or for transparent finish, 50 square inches, for each species and cut, finished on one side and one edge.

2. Lumber Veneer leaves representative of and selected from flitches to be used for transparent finished woodwork.

3. Wood veneer faced panel products;, with or for transparent finish, 8- 1/2 inches by 11 inches, for each species and cut with one half of exposed surface finished, with separate samples of unfaced panel product used for core.

4. Corner pieces as follows:

a. Cabinet front frame joints between stiles and rail as well as exposed end pieces, 18 inches high by 18 inches wide by 6 ECOPYinches deep. b. Miter joints for standing trim.

5. Exposed cabinet hardware, one unit of each type and finish.

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F. Product certificates signed by woodwork manufacturer certifying that products comply with Woodworkers Institute of California (WIC) standards.

G. Qualification data for firms and persons specified in "Quality Assurance" article to demonstrate their capabilities and experience. Include list of completed projects with project names, addresses, names of Architects and Owners, and other information specified.

1.4 QUALITY ASSURANCE

A. Manufacturer Qualifications: Firm experienced in successfully producing architectural woodwork similar to that indicated for this Project, with sufficient production capacity to produce required units without causing delay in the Work.

B. Single-Source Responsibility: Arrange for production by a single firm of architectural woodwork with sequence matched wood veneers.

C. Installer Qualifications: Arrange for installation of architectural woodwork by a firm that can demonstrate successful experience in installing architectural woodwork items similar in type and quality to those required for this project.

D. WIC Quality Standard: Comply with applicable requirements of "Manual of Millwork" published by Woodwork Institute (WI) unless otherwise indicated.

1. WI Quality Marking: Mark each unit of the following types of architectural woodwork with WIC Certified Compliance Label indicating quality grade required.

a. Casework.

b. Plastic laminate countertops.

E. Hardware Coordination: Distribute copies of approved scheduled for cabinet hardware specified in Division 8 Section "Finish Hardware" to manufacturer of architectural woodwork; coordinate ECOPYcabinet shop drawings and fabrication with hardware requirements. 1.5 DELIVERY, STORAGE, AND HANDLING

A. Protect woodwork during transit, delivery, storage, and handling to prevent damage, soilage, and deterioration.

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B. Do not deliver woodwork until painting, wet work, grinding, and similar operations that could damage, soil, or deteriorate woodwork have been completed in installation areas. If woodwork must be stored in other than installation areas, store only in areas whose environmental conditions meet requirements specified in "Project Conditions."

1.6 PROJECT CONDITIONS

A. Environmental Conditions: Obtain and comply with Woodwork Manufacturer's and Installer's coordinated advice for optimum temperature and humidity conditions for woodwork during its storage and installation. Do not install woodwork until these conditions have been attained and stabilized so that woodwork is within plus or minus 1.0 percent of optimum moisture content from date of installation through remainder of construction period.

B. Field Measurements: Where woodwork is indicated to be fitted to other construction, check actual dimensions of other construction by accurate field measurements before manufacturing woodwork; show recorded measurements on final shop drawings. Coordinate manufacturing schedule with construction progress to avoid delay of Work.

PART 2 - PRODUCTS

2.1 HIGH PRESSURE DECORATIVE LAMINATE MANUFACTURERS

A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering high pressure decorative laminates which may be incorporated in the work include but are not limited to the following:

1. Formica Corp.

2. American Laminates.

3. Nevamar Corp. 4. ECOPYor Approved Equal B. See Section 12 12 3621 PAPER COMPOSITE panels for alternate material.

2.2 MATERIALS

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General: Provide materials that comply with requirements of the WIC woodworking standard for each type of woodwork and WIC quality grade indicated, unless otherwise indicated.

A. Formaldehyde Emission Levels: Comply with formaldehyde emission requirements of each voluntary standard referenced below:

a. Medium Density Fiberboard: NPA 9.

b. Hardwood Plywood: HPMA FE.

2.3 FABRICATION, GENERAL

A. Wood Moisture Content: Comply with requirements of referenced quality standard for moisture content of lumber in relation to relative humidity conditions existing during time of fabrication and in installation areas.

B. Fabricate woodwork to dimensions, profiles, and details indicated. Ease edges to radius indicated for the following:

1. Corners of cabinets and edges of solid wood (lumber) members less than 1 inch in nominal thickness: 1/16 inch.

2. Edges of rails and similar members more than 1 inch in nominal thickness: 1/8 inch.

C. Complete fabrication, including assembly, finishing, and hardware application, before shipment to project site to maximum extent possible. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting.

D. Factory-cut openings, to maximum extent possible, to receive hardware, appliances, plumbing fixtures, electrical work, and similar items. Locate openings accurately and use templates or roughing-in diagrams to produce accurately sized and shaped ECOPYopenings. Smooth edges of cutouts and, where located in countertops and similar exposures, seal edges of cutouts with a water-resistant coating.

2.4 STANDING AND RUNNING TRIM AND RAILS FOR TRANSPARENT FINISH

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A. Quality Standard: Comply with WIC Section 10 "Interior Trim."

B. Backout or groove backs of flat trim members and kerf backs of other wide flat members, except for members with ends exposed in finished work.

C. Assemble casings in plant except where limitations of access to place of installation require field assembly.

D. Grade: Custom.

E. Lumber Species:

1. American Cherry at Cabinet trim.

2.5 STANDING AND RUNNING TRIM AND RAILS FOR OPAQUE FINISH

A. Quality Standard: Comply with WIC Section 10 "Interior Trim."

B. Grade: Custom.

C. Backout or groove backs of flat trim members and kerf backs of other wide flat members, except for members with ends exposed in finished work.

D. Assemble casings in plant except where limitations of access to place of installation require field assembly.

E. Lumber Species: American Cherry at window stools and tackwall trim.

2.6 LAMINATE CLAD CABINETS (PLASTIC-COVERED CASEWORK)

A. Quality Standard: Comply with Woodwork Institutes Section 15 "Casework - laminated Plastic."

B. Grade: Custom.

C. WI Construction Style: 3/4" thick Style A Frameless.

D. WI Construction Type: Type I multiple self-supporting units ECOPYrigidly joined together. E. WI Door and Drawer Front Style: 3/4" thick - Flush overlay.

F. Laminate Cladding: High pressure decorative laminate complying with the following requirements:

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1. Colors, Patterns, and Finishes: Provide materials and products that result in colors and textures of exposed laminate surfaces complying with the following requirements:

a. Provide selections made by Architect from laminate manufacturer's full range of standard colors and finishes in the following categories:

1) Solid colors.

2) Patterns.

2. Laminate Grade for Exposed Surfaces: Provide laminate cladding complying with the following requirements for type of surface and grade.

a. Horizontal Surfaces Other Than Tops: GP-50 (0.050-inch nominal thickness).

b. Vertical Surfaces: GP-50 (0.050-inch nominal thickness).

c. Edges: 3mm. PVC matching laminate in color, pattern, and finish.

3. Semiexposed Surfaces: Provide surface materials indicated below:

a. High pressure laminate, CL-20.

2.7 CABINET HARDWARE AND ACCESSORY MATERIALS

A. General: Provide cabinet hardware and accessory materials associated with architectural cabinets, except for items specified in Division 8 Section "Finish Hardware." ECOPYB. Cabinet Hardware Schedule: C. Acceptable Manufacturer: Salice, Knapp & Vogt, Builders Brass Works, Stanley, Grant or approved equal.

D. Hinges: Pair Stanley “F” series, 2 ½” full mortise - 5 barrel hinge with hospital tips, satin chrome.

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E. Drawer Slides:

1. Drawer depth 8” or less: Accuride #3832, 100 lb. full extension , steel ball bearing

2. Drawer depth over 8”: Accuride # 3025, 125 ld. full extension, steel ball bearing

F. Door & Drawer Pulls: Hafele Catalog # 109.80.401

G. Catches: Recessed magnetic catches – Hafele # 24643.758

H. Elbow catches – Hafele # 245.74.200

I. Rim locks: Haffel # 232.04.211 and 232.04.266

J. Shelf Standards: Grant #120 with #21 shelf support

K. All cabinets and drawers to have rim lock, satin Chrome plated, keyed different for each room.

L. Hardware Standard: Comply with ANSI/BHMA A156.9 "American National Standard for Cabinet Hardware" for items indicated by reference to BHMA numbers or referenced to this standard.

M. Exposed Hardware Finishes: For exposed hardware, provide finish that complies with ANSI/BHMA A156.18 for BHMA code number indicated.

1. Satin Chromium Plated, Brass or Bronze Base: BHMA 626.

N. For concealed hardware provide manufacturer's standard finish that complies with product class requirements of ANSI/BHMA A156.9.

2.8 ARCHITECTURAL CABINET TOPS (COUNTERTOPS)

A. Quality Standard: Comply with manufactures recommneded installation manual and instructions. ECOPYB. Type of Top: Engineered Quartz Stone See specifications 06-6119 2.9 INTERIOR MISCELLANEOUS ORNAMENTAL ITEMS FOR TRANSPARENT FINISH

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A. Quality Standard: Comply with WIC Section 11 "Miscellaneous Interior Millwork."

B. Grade: Custom.

C. Lumber Species: Match species and cut indicated for other types of transparent finished architectural woodwork located in same areas of building unless otherwise indicated.

2.10 INTERIOR MISCELLANEOUS ORNAMENTAL ITEMS FOR OPAQUE FINISH

A. Quality Standard: Comply with WIC Section 11 "Miscellaneous Interior Millwork."

B. Grade: Custom.

C. Lumber Species: Eastern white pine, sugar pine, or Idaho white pine.

2.11 INTERIOR DOOR FRAMES FOR OPAQUE FINISH

A. Quality Standard: Comply with WIC Section 12 "Interior Jambs."

B. Grade: Custom.

C. Lumber Species: Eastern white pine, sugar pine, or Idaho white pine.

2.12 FASTENERS AND ANCHORS

A. Screws: Select material, type, size, and finish required for each use. Comply with FS FF-S-111 for applicable requirements.

B. Nails: Select material, type, size, and finish required for each use. Comply with FS FF-N-105 for applicable requirements.

C. Anchors: Select material, type, size, and finish required by each substrate for secure anchorage. Provide nonferrous metal or hot- dip galvanized anchors and inserts on inside face of exterior walls and elsewhere as required for corrosion resistance. Provide toothed steel or lead expansion bolt devices for drilled-in-place ECOPYanchors. Furnish inserts and anchors, as required, to be set into concrete or masonry work for subsequent woodwork anchorage.

2.13 FACTORY FINISHING OF INTERIOR ARCHITECTURAL WOODWORK

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A. Quality Standard: Comply with WIC Section 25, "Factory Finishing of Architectural Woodwork," unless otherwise indicated.

B. General: The entire finish of interior architectural woodwork is specified in this section, regardless of whether factory applied or applied after installation.

1. Factory Finishing: To the greatest extent possible, finish architectural woodwork at factory. Defer only final touch-up, cleaning, and polishing until after installation.

C. Preparations for Finishing: Comply with referenced quality standard for sanding, filling countersunk fasteners, sealing concealed surfaces and similar preparations for finishing of architectural woodwork, as applicable to each unit of work.

D. Transparent Finish for Open-Grain Woods: Comply with requirements indicated below for grade, finish system, staining, effect, and sheen, with sheen measured on 60 deg gloss meter per ASTM D 523.

1. Grade: Custom.

2. WIC Finish System #2: Water Reducible Acrylic Lacquer.

3. Staining: To be selected by architect.

4. Sheen: Dull satin 15-20 deg.

E. Transparent Finish for Closed-Grain Woods: Comply with requirements indicated below for grade, finish system, staining, effect, and sheen.

1. Grade: Custom.

2. WIC Finish System #2: Water Reducible Acrylic Lacquer.

3. Staining: to be selected by architect.

4. Sheen: Dull satin 15-20 deg. PART 3 - EXECUTIONECOPY 3.1 PREPARATION

A. Condition woodwork to average prevailing humidity conditions in installation areas before installing.

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B. Deliver concrete inserts and similar anchoring devices to be built into substrates well in advance of time substrates are to be built.

C. Before installing architectural woodwork, examine shop-fabricated work for completion and complete work as required, including back priming and removal of packing.

3.2 INSTALLATION

A. Quality Standard: Install woodwork to comply with WIC Section 26 for same grade specified in Part 2 of this section for type of woodwork involved.

B. Install woodwork plumb, level, true, and straight with no distortions. Shim as required with concealed shims. Install to a tolerance of 1/8 inch in 8'-0" for plumb and level (including tops) and with no variations in flushness of adjoining surfaces.

C. Scribe and cut woodwork to fit adjoining work and refinish cut surfaces or repair damaged finish at cuts.

D. Anchor woodwork as indicated on drawings.

E. Standing and Running Trim and Rails: Install with minimum number of joints possible, using full-length pieces (from maximum length of lumber available) to the greatest extent possible. Stagger joints in adjacent and related members. Cope at returns and miter at corners.

F. Cabinets: Install without distortion so that doors and drawers fit openings properly and are accurately aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. Complete the installation of hardware and accessory items as indicated. Maintain veneer sequence matching (if any) of cabinets with transparent finish.

G. Tops: Anchor securely to base units and other support systems as indicated.

H. Complete the finishing work specified in this section to whatever ECOPYextent not completed at shop or before installation of woodwork. 3.3 ADJUSTMENT AND CLEANING

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A. Repair damaged and defective woodwork where possible to eliminate defects functionally and visually; where not possible to repair, replace woodwork. Adjust joinery for uniform appearance.

B. Clean, lubricate, and adjust hardware.

C. Clean woodwork on exposed and semiexposed surfaces. Touch up factory-applied finishes to restore damaged or soiled areas.

3.4 PROTECTION

A. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and Installer, that ensures that woodwork is being without damage or deterioration at time of Substantial Completion.

END OF SECTION

ECOPY

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SECTION 06-6119 ENGINEERED QUARTZ COUNTERTOP

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the contract, including general and supplementary conditions and Division 1 Specification Sections, apply to this section

1.2 SUMMARY

A. Section Includes: Quartz surfacing for:

1. Countertops

2. Backsplashes

B. Related Sections

1. Division 1 -Administrative, Procedural and Temporary Work Requirements

2. Division 6 - Section Rough Carpentry for Blocking

3. Division 7 - Section Joint Sealers

4. Division 15- Plumbing Fixtures

5. Division 16 - Wiring Devices

6. Coordinate sink cutouts and other penetrations with other trades.

1.3 REFERENCES:

A. ASTM International

1. ASTM C97 - Absorption and Bulk Specific Gravity of Dimension Stone ECOPY2. ASTM C99 - Modulus of Rupture of Dimension Stone 3. ASTM C170 - Compressive Strength of Dimension Stone

4. ASTM C217 - Weather Resistance of Slate

5. ASTM C482 - Bond Strength of Ceramic Tile to Portland Cement

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6. ASTM C484 - Thermal Shock Resistance of Glazed Ceramic Tile

7. ASTM C501 - Relative Resistance to Wear of Unglazed Ceramic Tile by the Taber Abraser

8. ASTM C531 - Linear Shrinkage and Coefficient of Thermal Expansion of Chemical-Resistant Mortars, Grouts, Monolithic Surfacing, and Polymer Concretes

9. ASTM C880 - Flexural Strength of Dimension Stone

10. ASTM C1026 - Resistance of Ceramic Tile to Freeze-Thaw Cycling

11. ASTM C1028 - Static Coefficient of Friction of Ceramic Tile and Other Like Surfaces by the Horizontal Dynamometer Pull-Meter Method

12. ASTM C 1243- Relative Resistance to Deep Abrasive Wear of Unglazed Ceramic Tile by Rotating Disc

13. ASTM D256 - Izod Pendulum Impact Resistance of Plastics

14. ASTM D2047 - Static Coefficient of Friction of Polish-Coated Floor Surfaces by the James Machine

15. ASTM E84 - Surface Burning Characteristics of Building Materials

B. American National Standards Institute (ANSI)

1. ANSI Z124.6 - Stain Resistance

2. ANSI/N 42.14- Radiation

C. National Electrical Manufacturers Association (NEMA)

1. NEMA LD3-3.5 - Boiling Water Resistance

2. NEMA LD 3-3.6 - High Temperature Resistance

D. Others 1. ECOPYNSF - ANSI/NSF Standard 51 2. OHSAS - 18001- Occupational Health & Safety System

3. GREENGUARD - "Children and Schools"

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4. SCS - Certified recycled content

1.4 SUBMITTALS

A. Product Data

1. Quartz Surfacing: Submit manufacturer's product data, sample warranty form,] and fabrication and installation instructions.

2. Accessories: Submit manufacturer's product data and installation instructions.

B. Shop Drawings: Identify color and finish, and show the following:

1. Field-verified dimensions

2. Quartz surfacing dimensions

3. Locations and dimensions of cutouts

4. Required locations of support and blocking members

5. Edge profiles

6. Installation details and methods

C. Samples

1. Cut sample and seam together for representation of seaming techniques.

2. Indicate full range of color and pattern variation.

3. Samples for Color Approval: Submit two samples, 10 x 5 inches, of each color and finish of proposed manufacturer matching design standard referenced by architect under products.

4. Stone Adhesive: Submit two samples of an adhesive joint for each color quartz surfacing selected. Show color match of adhesive. D. ECOPYFabricator Qualifications: Submit evidence of fabricator's qualifications. E. Closeout Submittals: Submit completed warranty form.

F. Product Certificates: For each type of product, provide product certificates signed by product manufacturer.

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G. Maintenance Data

1. Submit manufacturer's care and maintenance data.

2. Include in project closeout documents.

1.5 QUALITY ASSURANCE

A. Applicable Standards

1. Standards of the following, as referenced herein:

a. American National Standards Institute (ANSI)

b. American Society for Testing and Materials (ASTM)

c. National Electrical Manufacturers Association (NEMA)

d. NSF International

2. Fire Test response characteristics

a. Provide with the following Class A (Class 1) surface burning characteristics as evidenced by testing identical products against ASTM E84 (UL 723) or another testing and inspecting agency acceptable to authorities having jurisdiction.

b. Flame Spread Index: 25 or less

c. Smoke Developed Index: 450 or less

B. Allowable Tolerances

1. Variation in component size ± 1/8" (3mm) over a ten (10) foot length

2. Location of openings: ± 1/8" (3mm) from indicated location

3. Maximum 1/8" (3mm) clearance between quartz surfaces and each wall 1.6 DELIVERY,ECOPY STORAGE. AND HANDLING A. Packaging, Shipping, Handling, and Unloading

1. Observe manufacturer's recommendations and handle accordingly in order to prevent breakage or damage.

2. Brace parts if necessary.

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3. Transport in the near-vertical position with finished face turned toward finished face.

4. Do not allow finished surfaces to rub during shipping or handling.

B. Storage and Protection

1. Store in racks in near-vertical position.

2. Prevent warpage and breakage.

3. Store inside away from direct exposure to sun.

4. Store between 25°F and 130°F (-4 °C and 540C).

5. Store with finished face turned toward finished face.

1.7 WARRANTY

A. Provide manufacturer's Limited Commercial 10-Year Warranty against product defects when fabricated and installed by manufacture's certified fabricator.

PART 2 - PRODUCT

2.1 MANUFACTURERS

A. Acceptable Manufacturer:

1. Radianz by Samsung, Local supplier Arizona Tile, Livermore CA contact Cynthea Szeredy, Cynthea [email protected]. (Project Design Standard)

2. Caesarstone Quartz Surfacing distributed by U.S. Quartz Products Inc. (Caesarstone U.S.A., Inc.); Van Nuys, CA; phone 877-9-QUARTZ (978.2789); www.caesarstoneus.com.

3. Zodiaq manufactured by DuPont

4. Approved Equal, See Section 01-6100 Product Substitutions 2.2 QUARTZECOPY SURFACING A. Composition: 93 percent crushed quartz aggregate combined with resins and pigments and fabricated into slabs using a vacuum vibro-compaction process.

B. Dimensions

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1. Thickness: Nominal: 3/4 inch (20 mm).

2. Edge Lamination: 1 1/2" thick

3. Size: Slabs shall be not less than 56.5 x 120 inches to minimize the number of joints used in installation.

C. Identification: Material shall be labeled with a batch number and imprinted with a manufacturer's identifying mark on the back.

D. Performance - Quartz Surfaces Technical Data

Test Performed Test SIa,idiid Results Water Absorption ASIM C97 < 0.05% Density ASIM C97 2 2.24 gr/cm Flexural Strength ASTM C880 6,500-10,770 psi, 44. 8-74 3 MPa Dimension Stability EN 1461 7-ti Class A Impact Resistance ASTM D1709 26 3 lbs Compressive Strength ASTM C170 11312- 27.133 psi Abrasion ASTM C501 216-696 ASTM C1243 Volume of chord V=132-244 mm Freeze-Thaw Resistance ASTM C1026 No defects after 15 freeze-thaw cycles Mohs Hardness Scale 6.5-7 Stain Resistance ANSI Z124.6 Pass Wear and Cleariability ANSI Z124.6 Pass Chemical Resistance ANSI Z124.6 Pass Linear Thermal ASTM D696 -30 to +30 C 1.3-1.9 x 105 Expansion cm/cm/ Co Thermal Conductivity EN 12664/ISO 8301 1.75W/m) / K (mean I of 10 C) Thermal Shock EN 14617-6 No visual defects after 10 cycles Loss in mass= 0 02%-0.05% Loss in flexural strength = 07% - 1.1% Boiling Water NEMA 103-3.5 Pass ResistanceECOPY High Temperature NEMA 103-3.6 Pass Resistance Cigarette Test ANSI Z124.6 Pass Surface Burning ASTM E84 Class 1 and Class A

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Static Coefficient of ASTM C1028 As received Dry 0.8. Wet 0.6 Friction As renovated - Dry 0.9. Wet 0.6 Radiation ANSI/N 42 14 Ra = 1.4 - 6.8 Th = 1.4-3 K = <3-30.3 (Bq/kg dry weight)

E. Certifications and Approvals

1. OHSAS 18001 Health and Safety Systems

2. GREENGUARO Certified for indoor Air Quality" and "Children and Schools"

3. Scientific Certification Systems (SOS) Recycled Content

F. Color and Finish

1. Provide color and finish selected by architect from manufacture's selection that matches one of the following Project Design Standard Colors (Samsung Radianz).

a. Bristol Beige - BB227

b. Cascade Pebble - CP350

c. Cumberland Flax - CF350

d. Rocky Mountain Brown - RB470

2. Finish

a. Polished surface shall have gloss greater than or equal to 35% at 500.

G. Exposed Edges and Corners ECOPY1. Countertops a. Edges: Square with eased edge.

b. Outside Corners: 3/4 inch radius]

2. Backsplash

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a. Edges: Square

b. Outside Corners: Square butt joints

2.3 ACCESSORIES

A. Mounting Adhesives

1. Provide structural-grade silicone or epoxy adhesives as recommended by manufacturer for application and per conditions of use.

2. Acceptable Silicone Manufacturers

a. Dow Corning

b. GE Sealants and Adhesives

3. Acceptable Epoxy Manufacturers

a. Akemi North America

b. Bonstone Materials Corporation

c. Tenax U.S.A.

4. Provide spacers, if required, of type recommended by adhesive manufacturer.

B. Stone Adhesive

1. Provide epoxy or polyester adhesive of type recommend by manufacturer for application and conditions of use.

2. Acceptable Manufacturers

a. Akemi North America

b. Bonstone Materials Corporation

c. Tenax U.S.A. 3. ECOPYColor: Adhesive that will be visible in finished work should be tinted to match quartz surfacing.

C. Joint Sealants

1. Clear silicone sealant as recommended by manufacturer for application and per conditions of use.

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2. Provide anti-bacterial type in food preparation areas

3. Acceptable Manufacturers:

a. Dow Corning

b. GE Sealants and Adhesives.

D. Solvent: Product recommended by adhesive manufacturer to clean surface of quartz surfacing to assure adhesion of adhesives and sealants.

E. Cleaning Agents: Non-abrasive, low pH cleansers. Include manufacturer authorization if manufacturer's warranty is specified.

2.4 FABRICATION

A. Fabricator: Firm shall have five years' experience fabricating architectural stone and shall have water-cooled cutting tools.

B. Shop Assembly: Observe proper safety procedures and comply with manufacturer's instructions.

C. Layout: Layout joints to minimize joints and to avoid L-shaped pieces of quartz surfacing.

D. Inspect Material

1. Inspect material for defects prior to fabrication.

2. Color Match

a. Materials used throughout the project shall be from the same batch and bear labels with the same batch numbers.

b. Visually inspect materials to be used for adjacent pieces to ensure acceptable color match.

c. Inspect in lighting conditions similar to those existing at the jobsite.

3. Variation in distribution of aggregates in quartz surfacing that is ECOPYwithin manufacturer's tolerances is not a defect. E. Tools: Cut and polish with water-cooled power tools.

F. Cutouts

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1. Cutouts shall have 3/8 inches (10 mm) minimum inside corner radius. Inside corners shall be reinforced in an acceptable manner to prevent cracking.

2. Polish edges where they will be exposed in finished work.

3. If the remaining material outside a cutout is less than three inches wide, reinforce area by laminating it with a strip of quartz surfacing.

G. Laminations: Laminate layers of quartz surfacing as required to create built- up edges and other areas requiring additional thickness.

PART 3 - EXECUTION

3.1 ACCEPTABLE INSTALLER

A. Installer: Firm shall have five years' experience installing architectural stone.

3.2 EXAMINATION

A. Site Verification

1. Verify dimensions by field measurements prior to fabrication.

2. Verify that substrates supporting quartz surfaces are plumb, level, and flat to within 1/16 inch in ten feet (1.6 mm in 3000 mm), and that necessary supports and blocking are in place.

3. Base Cabinets: Cabinet units shall be securely fixed to adjoining units and back wall.

B. Materials Review

1. Inspect finished surfaces for damage.

2. Do not install until damaged materials have been repaired or replaced in an acceptable manner.

3.3 PREPARATION A. GeneralECOPY 1. Protect finished surfaces against scratches.

2. Apply masking where necessary.

3. Guard against grit, dust, and other potentially abrasive dirt or residue.

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3.4 INSTALLATION

A. General

1. Install materials in accordance to manufacturer's recommendations.

2. Lift and place carefully to avoid breakage.

B. Preliminary Installation and Adjustment

1. Position materials to verify correct sizing and preparation.

2. Make necessary adjustments.

3. If cutting, grinding, or polishing is required at the jobsite, use water- cooled tools.

4. Protect jobsite and surfaces against dust and water.

5. Perform work away from installation site, if possible.

6. Allow gaps for expansion of not less than 1/16 inch (1.5 mm) per five feet when installed between walls or other fixed conditions.

7. Drainage: Adjacent to sinks andwhere drainage is required, shim countertops slightly to ensure positive drainage.

C. Permanent Installation

1. After verifying fit:

a. Remove quartz surfacing from position.

b. Clean substrates of dust and contamination.

c. Clean quartz surfacing back side and joints with solvent.

2. Apply sufficient quantity of mounting adhesive in accordance with adhesive manufacturer's recommendations to provide permanent, secure installation. ECOPY3. Spacing of mounting adhesive shall not exceed: a. Horizontal surfaces: 12 inches on center

b. Vertical surfaces: 6 inches on center; provide temporary shims until adhesive cures

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4. Install surfacing plumb, level, and square and flat to within 1/16 inch in ten feet (1.6mm in 3000 mm).

D. Joints

1. Joints between adjacent pieces of quartz surfacing

a. Joints shall be flush, tight fitting, level, and neat.

b. Securely join with stone adhesive.

c. Fill joints level with quartz surfacing.

d. Clamp or brace quartz surfacing in position until adhesive sets.

2. 2. Joints between backsplashes and countertops. Seal joints with anti- bacterial silicone sealant.

3.5 REPAIR

1. Repair or replace damaged materials in a satisfactory to the architect and owner.

3.6 CLEANING

A. Remove masking and excess adhesives and sealants. Clean exposed surfaces.

3.7 PROTECTION

A. Protect surfacing from damage by other Trades.

3.8 SCHEDULE

A. Kitchen countertops

1. Color / Pattern: To be selected by Architect.

2. Thickness: 3/4 inch.

3. Edge Thickness: 1 1/2" laminated built up, see drawings. 4. ECOPYEdge: Square with eased edges, see drawings

END OF SECTION

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SECTION 06-6200 PAPER COMPOSITE SHEETGOODS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: Paper composite sheet goods comprised of wood pulp and phenolic resin.

1. Project use: Bid alternate for all Kitchen casework doors, drawer sand other exposed surfaces.

1.2 RELATED SECTIONS

A. Drawings and general provisions of the contract, including general and supplementary conditions and Division 1 Specification Sections, apply to this section

B. Section 06-4100 Interior Architectural Woodwork

C. Section 01-2300 Bid Alternates.

1.3 REFERENCES:

A. ANSI A208.1 - American National Standard for Particleboard; 1999.

B. ANSI A208.2 - American National Standard for Medium Density Fiberboard for Interior Use; 2002.

C. ASTM E 84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2004.

D. AWI/AWMAC (QSI) - Quality Standard Illustrated; Architectural Woodwork Institute and Architectural Woodwork Manufacturers Association of Canada; 2003.

E. PS 1 - Construction and Industrial Plywood; 1995.

F. WI (MAN) - Manual of Millwork; Woodwork Institute; 2003.

G. Forest Stewardship Council (FSC-US), Information regarding FSC in LEED ECOPYProjects H. LEED® US Green Building Council, Leadership in Energy and Environmental Design Green Building Rating System™

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1.4 SUBMITTALS

A. See Section 01 3300 - Administrative Requirements, for submittal procedures.

B. Product Data: Manufacturer's data sheets on each product to be used, including:

1. Preparation instructions and recommendations.

2. Storage and handling requirements and recommendations.

3. Specimen warranty.

4. MSDS for finish sealer.

C. Shop Drawings: Complete details of materials and installation; combine with shop drawings of cabinets and casework specified in other sections.

D. Selection Samples: For each finish product specified, color chips representing manufacturer's full range of available colors.

E. Verification Samples: For each finish product specified, minimum size 6 inches (150 mm) square, representing actual product, color, patterns, and edge profile.

F. Installation Instructions: Manufacturer's installation instructions and recommendations.

G. Maintenance Data: Manufacturer's instructions and recommendations for maintenance and repair of countertop surfaces.

1.5 QUALITY ASSURANCE

A. Fabricator Qualifications: Authorized or approved fabricator by material manufacturer.

B. Installer Qualifications: Fabricator.

1.6 DELIVERY, STORAGE. AND HANDLING A. StoreECOPY products in manufacturer's unopened packaging until ready for installation.

B. Store and dispose of solvent-based materials, and materials used with solvent- based materials, in accordance with requirements of local authorities having jurisdiction.

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1.7 PROJECT CONDITIONS

A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.

1.8 WARRANTY

A. Provide 2 Year installation warranty against product defects when fabricated and installed.

PART 2 - PRODUCT

2.1 MANUFACTURERS

A. Acceptable Manufacturer:

1. Richlite Company. 624 East 15th Street, Tachoma WA98421. Tel: 888-383-5533

2. No known equal.

3. Product Substitutions: See section 01-6100 Product Substitutions

2.2 MATERIAL

A. Paper Composite Sheets: Cellulose or hemp-fiber paper heat pressed with phenolic resin; color consistent throughout thickness.

1. Surface Burning Characteristics: Flame spread 30, maximum; smoke developed 30, maximum; when tested in accordance with ASTM E 84.

2. Density: 75.84 pounds per cu ft (1215 kg per cu m).

3. Water Absorption: 0.36 percent for 1 inch (25 mm) thickness, unsealed material, 24 hour fully submerged test. ECOPY4. Specific Gravity: 1.213. 5. Thermal Properties:

a. Coefficient of Thermal Expansion, X Direction: 5.2 microinches per inch degree F (9.4 microns per mm degree C).

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b. Coefficient of Thermal Expansion, Y Direction: 12.8 microinches per inch degree F (23.0 microns per mm degree C).

c. Coefficient of Thermal Expansion, Z Direction: 45.9 microinches per inch degree F (82.7 microns per mm degree C), for span of 73.5 inches (1.87 m).

d. Thermal Conductivity: 0.00051 Cal cm/sq cm sec degree C.

6. Tensile Strength:

a. X Direction: 19,200 psi (132.4 MPa).

b. Y Direction: 13,100 psi (90.3 MPa).

7. Compressive Strength:

a. X Direction: 18,400 psi (126.9 MPa); 7.09 percent strain at failure.

b. Y Direction: 15,900 psi (109.6 MPa); 7.15 percent strain at failure.

c. Z Direction: 30,000 psi (206.8 MPa); 20 percent strain at failure.

8. Flexural Strength, Face in Tension:

a. X Direction: 22,000 psi (151.7 MPa).

b. Y Direction: 17,300 psi (119.3 MPa).

9. Flexural Strength, Edge in Tension:

a. X Direction: 20,400 psi (140.6 MPa).

b. Y Direction: 16,100 psi (111.0 MPa).

10. Izod Impact, Face Impact: ECOPYa. X Direction: 2.48 ft lb per inch of width (0.046 J/m of width). b. Y Direction: 1.46 ft lb per inch of width (0.027 J/m of width).

11. Izod Impact, Edge Impact:

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a. X Direction: 0.68 ft lb per inch of width (0.013 J/m of width).

b. Y Direction: 0.62 ft lb per inch of width (0.012 J/m of width).

B. Adhesives: Chemical resistant two-part epoxy waterproof adhesive as recommended by manufacturer.

C. Joint Sealant:

1. Sealant Type: Mildew-resistant silicone.

2. Color: to match selected surface finish

2.3 SHEET GOODS

A. Use: Doors, Drawers and other exposed casework surfaces.

B. Dimensions

1. Thickness: Nominal 3/4 inch (20 mm).

2. Doors and drawers:

a. Made from one piece, no joints.

C. Certifications and Approvals

1. GREENGUARD Certified for indoor Air Quality" and "Children and Schools"

2. Forest Stewardship Council (FSC-US).

D. Color and Finish

1. Provide color and finish selected by architect from manufacture's selection that matches one of the following: Project Design Standard Colors (RICHLITE CASCADE). ECOPYa. Brown Point b. Chocolate Glacier

c. Green Mountain

d. r100

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E. Exposed Edges and Corners

1. Doors, Drawers and other exposed corners

a. Edges: Square with eased edge.

2.4 FABRICATION

A. Fabricate in accordance with standards governing fabrication quality in accordance with WI’s Manual of Millwork. Face Frame Style A.

B. Fabricate exposed casework frame / components in the largest sections practicable, with exposed surface of joints flush.

C. Join lengths using best method recommended by manufacturer.

D. Fabricate to doors and drawer panels from one piece, no joints.

E. Prepare all cutouts accurately to size; replace sheetgoods having improperly dimensioned or unnecessary cutouts or holes.

F. Reinforce casework at hinges where necessary to support weight of doors.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Do not begin installation until substrates have been properly prepared.

B. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.

C. Verify that wall surfaces have been finished and mechanical and electrical services and outlets are installed in proper locations.

3.2 PREPARATION

A. Clean surfaces thoroughly prior to installation.

B. Prepare surfaces using the methods recommended by the manufacturer for achievingECOPY the best result for the substrate under the project conditions. 3.3 INSTALLATION

A. Assemble exposed face frames, doors and drawers per WI standards, frame style A and contract drawings.

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3.4 CLEANING AND PROTECTION

A. Clean countertops surfaces thoroughly.

B. Protect installed products until completion of project.

C. Touch-up, repair or replace damaged products before Substantial Completion.

END OF SECTION

ECOPY

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SECTION 07 0150– RE-ROOFING PREPARATION

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Removal of existing roofing assembly in preparation for a new membrane or roofing repairs as specified in related section(s).

B. Remove and re-install existing skylights, roof hatches and other roof accessories as indicated.

C. Fill-in indicated existing openings with wood framing and sheathing of type and size to match existing construction.

D. Salvaging, storing, and protecting existing work to remain or to be removed and re-installed.

1. Refer to items as indicated.

1.2 RELATED SECTIONS

A. Section 01010 - Summary: Work

B. Section 01030 - Alteration project procedures

C. Section 01500 - Temporary Facilities: and Control

D. Section 02050 - Demolition, Cutting and Patching

E. Section 07600 - Misc. Sheet Metal and Flashing

F. Section 07610 - Metal Roofing

1.3 PROJECT CONDITIONS

A. Conform to applicable regulatory procedures when hazardous or contaminated materials are discovered.

B. Schedule work to coincide with commencement of installation of new roofing system. C. ECOPYRemove only existing roofing materials that can be replaced with new materials the same day.

D. Coordinate the work with other affected mechanical and electrical work associated with roof penetrations.

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E. Do not disable or disrupt building fire or life safety systems without 10 (ten) days' prior written notice to Owner.

F. Do not close or obstruct egress from any building exit or site exit.

G. Conduct roof removal to minimize interference with adjacent and occupied building areas.

H. Use all means necessary to protect existing objects, construction and plantings designated to remain. In the event of damage, make all repairs and replacements necessary for approval of Architect at no additional cost to the Owner.

I. Protective measures: Provide all necessary safeguards, including warning signs and lights, barricades, and the like, for protection of the public, Contractor's employees and existing improvements during demolition. Prevent access of unauthorized persons to area of work

J. Provide at least one person who shall be present at all times during execution of this portion of the work, be thoroughly familiar with the type of work being performed and the best methods for its execution and who shall direct all work performed under this Section.

K. Control the use of water to prevent damage to the existing facilities to remain. Provide wet vacuum equipment where water, such as waste cooling water from concrete sawing or water used as dust emollient, is used adjacent to and in existing buildings.

L. Cease operations immediately if structure appears to be in danger and notify Architect. Do not resume operations until directed.

1.4 SCHEDULING

A. Schedule work under the provisions of Section 01120.

B. Schedule work to coincide with new construction.

C. Coordinate preparation for roofing with other trades to assure the proper sequence, limits, methods and time of performance. Schedule work so as to impose a minimum of hardship on the present operation of facilities andECOPY the performance of the work of other trades or contracts. D. Describe removal procedures and schedule.

E. Perform noisy, malodorous, or dusty work:

1. Between the hours of 7:00 am and 5:00 pm.

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1.5 ENVIRONMENTAL REQUIREMENTS

A. Notify local Agency with regulatory authority and obtain necessary approval or permits prior to commencing with work

B. Do not remove existing roofing membrane when weather conditions threaten the integrity of the building contents or intended continued occupancy.

C. Maintain continuous temporary protection prior to and during installation of new roofing system.

PART 2 - PRODUCTS

2.1 MATERIAL

A. Temporary Protection: Sheet polyethylene; provide weights and temporary fasteners to retain sheeting in position.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that existing roof surface is clear and ready for work of this section.

3.2 PREPARATION

A. Provide, erect, and maintain temporary barriers at locations required to prevent unauthorized access to area of work.

B. Inspect the area of work and verify locations of all items designated to be removed or preserved.

C. Do not begin work until temporary barricades, warning signs and other forms of protection are installed.

D. Erect and maintain weatherproof closures for exterior openings.

E. Erect and maintain temporary partitions to prevent spread of dust, odors, ECOPYand noise to permit continued occupancy of adjacent buildings. F. Protect existing equipment, materials and features that are not to be demolished or removed for re-installation.

G. Prevent movement of structure; provide bracing and shoring.

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1. Be responsible for the adequacy and design of all temporary shoring and bracing systems.

H. Notify affected utility companies before starting work and comply with their requirements.

1. Mark location and termination of utilities.

2. Provide appropriate temporary signage including signage for exit or building egress.

I. Sweep roof surface clean of loose matter.

J. Remove loose refuse and dispose off site.

3.3 MATERIAL REMOVAL

A. Disconnect, cap, and identify designated utilities within removal areas.

B. Remove skylights, hatches, exhaust fans, hoods and similar items. Store and protect elements identified for re-installation.

C. Securely cover roof penetration openings where items have been removed. Prevent intrusion of water, weather, foreign objects, or roofing materials into building.

D. Remove metal counter flashings.

E. Remove existing shingle roof system down to the deck surface:

1. Remove shingles, perimeter flashings, flashings around roof protrusions, and other elements.

2. Remove underlayment.

3. Existing gutters: Where new gutters are indicated, remove existing. Protect existing gutters noted to remain.

F. Remove existing membrane roof system down to the deck surface:

1. Scrape roofing gravel from membrane surface.

2. ECOPYRemove roofing membrane, perimeter base flashings, flashings around roof protrusions, pitch pans and pockets and roof drains.

3. Remove insulation and fasteners, cant strips, blocking, and other elements.

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G. Repair existing wood deck surface to provide smooth working surface for new roof system, clean and dry.

H. Work not mentioned to be removed that interferes with new construction shall be cut to clean cut lines to provide for proper interface with new construction, or patching and repair, as required for scope of work indicated.

3.4 TEMPORARY PROTECTION

A. Provide temporary protective sheeting over uncovered deck surfaces.

B. Turn sheeting up and over parapets and curbing. Retain sheeting in position with temporary fasteners.

C. Provide for surface drainage from sheeting to existing drainage facilities.

D. Do not permit traffic over unprotected or repaired deck surface.

3.5 SALVAGE

A. Items indicated to be re-installed shall be removed carefully, cleaned and stored in a protected location on or off the site until re-installed.

B. Owner may take possession of any items of salvage for his use if he desires. Provide incidental labor to relocate designated salvage for Owner's storage.

3.6 PATCHING

A. Patch materials to remain when damaged by this work. Finish materials and appearance of the patch or repair work shall match the existing contiguous materials and finishes in all respects and shall be approved by Architect.

B. Where materials are removed oversize or in improper location, replace the excess removed material as instructed by Architect at no additional cost to the Owner.

3.7 REINSTALLATION A. ECOPYRe-Install removed items that are not being replaced or abandoned securely attaching with a watertight, weatherproof installation.

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3.8 CLEAN UP AND DISPOSAL

A. Debris, waste, and removed materials, other than items to be salvaged, are Contractor's property for legal disposal off the site, as required by applicable Federal and State regulations. Continuously clean up and remove these items. Do not allow removed items to accumulate.

B. Leave the site in a neat and orderly condition prepared for the work of other trades.

3.9 SCHEDULES

A. All Roof Areas: Remove existing roofing gravel, perimeter flashings, base flashings, counter flashings, vent stack flashings, roofing membrane, and composition shingles and underlayment. Remove existing gutters where noted to be replaced.

B. Remove all roof mounted hatches, smoke vents, attic vents, and mechanical equipment and electrical equipment as necessary to allow access to roof surfaces for re- roofing. Re-install indicated following completion of re-roofing activities. Confirm water-tight installation and all required functional and operational characteristics upon completion.

END OF SECTION

ECOPY

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SECTION 07 1416.1 - RESTORATION COATING FOR METAL ROOF

PART 1 - PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes the following:

1. Installation of restoration coating at existing metal roofing sy modular buildings.

B. Related Sections: The following sections contain requirements that relate to this Section:

1. Division 7 Section "Flashing and Sheet Metal" for metal counter flashings.

2. Division 7 Section "Roof Specialties and Accessories" for prefabricated curb units.

1.3 SUBMITTALS

A. General: Submit the following according to Conditions of Contract and Division 1 Specifications Sections.

B. Product data, including manufacturer's technical product information, installation instructions, and recommendations for each type of roofing product required. Include data substantiating that materials comply with requirements.

1.4 QUALITY ASSURANCE

A. Installer Qualifications: Engage an experienced Installer (Roofer) to perform roof preservation work who has ECOPYspecialized in installingroof coating systems similar to that required for this Project and who is acceptable to manufacturer of primary roofing materials.

1. Installer's Field Supervision: Require Installer to maintain a full-time supervisor/foreman who is on job site during times that built-up

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asphalt roofing work is in progress and who is experienced in installing roofing systems similar to type and scope required for this Project.

B. Manufacturer Qualifications: Obtain primary products, Elastomeric roofing, membrane, flashing grade, fabric etc. from a single manufacturer. Provide secondary products as recommended by manufacturer of primary products to use with roofing system specified.

C. Installer Qualifications" Installer shall possess written authorization from the manufacturer, whcih certifies they are approved for installation of their product.

D. UL Listing: Provide built-up roofing system and component materials that have been tested for application and slopes indicated and that are listed by UL for Class A or B external fire exposure.

1. Provide roof-covering materials bearing UL Classification Marking on bundle, package, or container indicating that materials have been produced under UL's Classification and Follow-up Service.

1.5 REGULATORY REQUIREMENTS

A. FM Listing: Provide Roofing System and component materials which have been evaluated by Factory Mutual System for flame-spread and are listed in "Factory Mutual Approval Guide" for Class I construction over existing metal roofing (flame spread must be in accordance with ASTM #E-108). Provide roof covering materials bearing FM approval marking on package or container, which indicates that material has been subjected to FM's examination, test procedures, follow-up inspection services and approval.

B. UL Listing: Provide Roofing System and component materials which have been evaluated by Underwriters Laboratories for flame-spread, and are listed in "Underwriters Laboratory Roofing Materials and Systems ECOPYDirectory" for Class A construction over existing metal or other non-combustible roofing (unlimited slope). Provide roof-covering materials bearing UL approval marking on container, which indicates that material, has been subjected to UL's examination, test procedures and follow-up inspection service.

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1.6 PREAPPLICATION ROOFING CONFERENCE:

A. Approximately 2 weeks prior to scheduled commencement of built-up roofing installation and associated work, meet at Project site with Installer, installer of each component of associated work, installers of deck or substrate construction to receive roofing work, installers of rooftop units and other work in and around roofing that must precede or follow roofing work-- including mechanical work, Architect, Owner, roofing system manufacturer's representative, and other representatives directly concerned with work performance, including Owner's insurers, test agencies, and governing authorities, where applicable.

1. Review foreseeable methods and procedures related to roofing work, including, but not necessarily limited to, the following:

a. Review foreseeable methods and procedures related to roofing work, including but not necessarily limited to the following:

b. Tour representative areas of roofing substrates (decks), inspect and discuss condition of substrate, roof drains, curbs, penetrations, and other preparatory work performed by other trades.

c. Review roofing system requirements (drawings, specifications, and other contract documents).

d. Review required submittals, both completed and yet to be completed.

e. Review and finalize construction schedule related to roofing work and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays.

f. Review required inspection, testing, certifying, and material ECOPYusage accounting procedures. g. Review weather and forecasted weather conditions and procedures for coping with unfavorable conditions, including possibility of temporary roofing (if not a mandatory requirement).

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B. Contractor to provide a moisture test (scan) of the existing roof by an independent testing agency accepted by product supplier and Owner.

1. Moisture test must be less than 20% prior to proceeding with work.

1.7 DELIVERY, STORAGE AND PROTECTION

A. Store and handle materials in a manner that shall ensure there is no possibility of contamination. Store in a dry, well ventilated, weathertight place at temperatures between 50°F and 80°F until product is ready to be applied. Do not allow product to freeze. Do not stack material pallets more than two high. Do not subject existing roof to unnecessary loading of stockpiled materials.

1.8 ENVIRONMENTAL CONDITIONS

A. Proceed with roofing work only when existing and forecasted weather conditions will permit work to be performed in accordance with manufacture's recommendations and guarantee requirements, as follows:

1. Do not begin work if rain is expected within 24 hours of application or if temperatures are expected to fall below 42°F during the duration of the job.

2. Upper temperature restriction (both air and substrate) for application of products is 120°F. If this is not practical, the substrate can be cooled with water, and then products applied just after the water has flashed off. No moisture can be present when applying products.

3. Allow for sufficient daylight hours necessary for curing of materials, ECOPYtaking into consideration the UV curing properties of Elastomeric Roofing Membrane and Flashing Grade.

4. Other weather and environmental conditions to consider are mist, dew, condensation and relative humidity. These factors can lengthen drying

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times. If products are exposed to rain before they are completely dry, product may “wash off” the roof.

1.9 SUBSTRATE CONDITIONS

A. If any questions arise regarding the compatibility of products with an existing substrate, Installer shall prepare test patches to check adhesion (addressed in Part 3 of this specification). Always contact manufacture's Contractor Services Department concerning questionable substrates, required additional information and recommended test patch materials

1.10 WARRANTY

A. Provide: 10 year NDL Guarantee.

PART 2 - MANUFACTURER

A. GAF Materials Corporation

B. or approved Equal

2.2 MATERIALS - GENERAL

A. TOPCOAT® MB Plus TOPCOAT® MB Plus to prime any residual asphalt.

1. Color: white

2. Non-flammable

3. Do not apply at temperatures below 42°F. Substrate temperatures must be below 120°F when applying product.

4. Application Rate: 1.0 to 3.0 gallons/100 sq.ft. total

5. Application Method: Airless sprayer or roller Application Temp (air, surface): 42° - 120°F Drying Time (75°F, 50% RH): Approximately 24 hours per coat ECOPY6. Wet Mil Thickness: (1.0 Gallon/100SF) - 16 wet mils 7. Dry Mil Thickness: (1.0 Gallon/100SF) - 9 dry mils

8. Total Solids (by weight): 65% ± 2%

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9. Total Solids (by volume): 54% ± 2%

10. Specific Gravity: 1.32 ± 0.1

11. Weight per Gallon: 11.0 ± 0.5 lbs.

12. Viscosity (75°F): 15,000 ± 2,000 cps

13. Tensile Strength: 150 psi

14. Elongation: 275%

B. TOPCOAT® MP-300 Rust Inhibitor (TOPCOAT® MP- 300 identified by light blue color), must be applied to any areas of rust before TOPCOAT® Flashing Grade or TOPCOAT® Elastomeric Roofing Membrane can be applied. Heavy, flaking rust and scale must be removed by scraping, wire brushing or grit blasting, followed by power washing with water. MP-300 may be used to brush- treat small-scattered areas of rust or it can be sprayed over areas of widespread rust.

1. non-flammable,

2. VOC compliant

3. Do not apply at temperatures below 42°F.

4. Substrate temperatures must be below 120°F when applying product. Application Rate: 1 gallon/100 sq.ft.

5. Application Method: Brush or airless sprayer

6. Application Temp (air, surface): 42° - 120°F

7. Drying Time (75°F, 50% RH): Approximately 2 hours

8. Wet Mil Thickness: (1.0 Gallon/100SF) - 16 wet mils

9. Dry Mil Thickness: (1.0 Gallon/100SF) - 6 dry mils 10.ECOPY Total Solids (by weight): 50% ± 1% 11. Total Solids (by volume): 40% ± 2%

12. Specific Gravity: 1.19 ± 0.1

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13. Weight per Gallon: 9.9 ± 0.5 lbs

14. Viscosity (75°F): 5,000 ± 1,000 cps

C. TOPCOAT® Flashing Grade (Regular and Spray Formula) TOPCOAT® Flashing Grade is a light gray, water-based 100% acrylic synthetic rubber sealant which is applied to seams, fasteners, flashings, and penetrations prior to the application of the TOPCOAT® Elastomeric Roofing Membrane.

1. Do not apply at temperatures below 42°F. Substrate temperatures must be below 120°F when applying product.

2. Application Rate (seams): 5 gallons/125 ft. (6” width)

3. Application Method: Brush or caulking gun

4. Application Method - Spray Formula: Airless sprayer

5. Application Temp (air, surface): 42° - 120°F

6. Drying Time (75°F, 50% RH): Approximately 24 hours

7. Wet Mil Thickness: 105 wet mils

8. Dry Mil Thickness: 60 dry mils Total Solids (by weight): 68% ± 1%

9. Total Solids (by volume): 56% ± 2%

10. Specific Gravity: 1.44 ± 0.1 Tensile: 225 psi ± 10% Weight per Gallon: 12.0 ± 0.5 lbs

11. Viscosity (75°F): 225,000 ± 22,500 cps

D. TOPESTER Reinforcing Fabric TOPESTER to be used in conjunction with TOPCOAT® Flashing Grade, SB-900 and FlexSeal at all penetrations, joints, or changes in plane that are subjected to high shear or stress.

1. Average Weight (Ounces per square yard) per ASTM D1117: 1.5 ECOPYAverage Tensile Strength per ASTM D1628: 44 psi 2. Average Elongation at break per ASTM 1628: 53%

3. Trapezoidal Tear Strength per ASTM D2263: 18.5 lbs

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E. TOPCOAT® Elastomeric Roofing Membrane

1. Colorwhite, Energy Star Rated

2. Do not apply at temperatures below 42°F. Substrate temperatures must be below 120°F when applying product.

3. Application Rate: 1.0 to 3.0 gallons/100 sq.ft. total

4. Application Method: Airless sprayer Application Temp (air, surface): 42° - 120°F

5. Drying Time (75°F, 50% RH): Approximately 24 hours per coat

6. Wet Mil Thickness: (1.0 Gallon/100SF) - 16 wet mils

7. Dry Mil Thickness: (1.0 Gallon/100SF) - 9 - 10 dry mils

8. Total Solids (by weight): 71% ± 3%

9. Total Solids (by volume): 58% ± 2%

10. Specific Gravity: 1.48 ± 0.06

11. Weight per Gallon: 12.3 ± 0.5 lbs

12. Viscosity (75°F): 19,000 ± 3,000 cps pH: 10.0 ± 1.0

13. Elongation: 375% ± 25% Tensile Strength: 275 ± 25 psi

14. Water Permeability: 5.28 perm inch (ASTM D-1653)

15. Freeze-Thaw Stability: Passes five (5) cycles Low Temp Flexibility: 35 mil dry film will bend 180° @ -30°F without fracturing

16. Weatherability : 1,000 hours Atlas Weather-o-meter® exposure per ASTM D-412, ASTM G-26.

17. Tensile Strength: 150% of original Elongation: 85% of original 1,500 hours Atlas Weather-o-meter® exposure per ASTM D-412, ASTM G- 26. No cracking, embrittlement, loss of adhesion or discoloration ECOPY2,000 hours UV exposure, type UV bulb, per ASTM G-53. No cracking, embrittlement, loss of adhesion, or discoloration

PART 3 - EXECUTION

3.1 PREPARATION OF SUBSTRATE

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A. Examine substrate to receive new coating. Do not proceed with new roofing until adhesion has been verified by test patches, other preparatory work has been completed and unsatisfactory conditions have been corrected in a manner acceptable to the Product Manufacturer.

B. Preparation of the roof substrate is the responsibility of the Installer. Installer shall be responsible for the following:

1. Treatment of excessive gaps

2. Treatment of ponding water areas

3. Repair of dented/damaged panels

4. Re-tightening and replacement of fasteners

5. Thorough cleaning/removal of existing paints and coatings

6. Treatment of residual asphalt

7. Treatment of rust areas

8. Priming of pre-finished metal panels

C. Treatment of Excessive Gaps: All large or excessive gaps existing between roof panels must be closed or made flush with EverTite™ self-drilling fasteners. Closed-celled foam strips or polyurethane foam may be used to pre-fill voids larger than 1/4 inch before applying TOPCOAT® Flashing Grade. Foam shall be shaped with a utility knife or other method to create a cant strip which facilitates both adhesion and water drainage, as well as preventing shearing of TOPESTER Fabric on metal edges.

D. Treatment of Ponding Water Areas: Installer shall make every effort to eliminate all ponding water areas on the roof prior to application of TOPCOAT® products ("ponding water" is defined as water which does not ECOPYproperly drain and remains for more than 48 hours after precipitation stops). Ponding water areas, which cannot be eliminated, shall be treated with FlexSeal LV prior to application of other TOPCOAT® products.

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E. Repair of Dented/Damaged Panels: Installer shall repair dented and/or damaged metal roof panels. Dents shall be mechanically removed to the maximum extent possible. If ribs are broken, Installer shall cover the broken rib area with a sheet metal cap. Sheet metal rib caps must be "sealed" to the roof by applying TOPCOAT® Flashing Grade over the entire broken rib area to be capped prior to attaching the cap with EverTite™ fasteners. TOPCOAT® Flashing Grade shall then be used to seal all the newly created rib cap seams and fasteners. Installer shall remove and replace severely damaged roof panels prior to application of TOPCOAT® products.

F. Re-tightening and Replacement of Fasteners: All fasteners must be re-tightened, secured or replaced, as necessary. All stripped fasteners must be replaced with larger diameter fasteners, and the area re-secured by adding a new fastener next to the one that was stripped. All missing fasteners must be replaced.

G. Thorough Cleaning/Removal of Existing Paints and Coatings: Metal substrate must be pressure washed with water. Use minimum working pressure of 3,000 psi to remove all dirt, dust, previous paints/coatings that are delaminating and waste products (oil, oil-based roof cements, solvents, grease, animal fats, etc.). Roto-spray tip is required to expedite metal panel cleaning. All existing silicone-based sealants must be completely removed from roof substrate prior to application of TOPCOAT® products. In some cases, a sand injection system may be required during the pressure washing to obtain proper adhesion for TOPCOAT® products. When encountering roof substrates that have living organisms such as algae, mold or fungus, a bleach solution shall be used to kill/remove these organisms during the roof cleaning, before the pressure wash.

H. Treatment of Residual Asphalt: Installer shall make every effort to remove asphaltic roofing elements. Removal ECOPYefforts must include use of methods such as pressure washing, scrappers, wire brushes, electrical drill wire- wheels, or other similar tools. Residual asphalt is defined as asphaltic material remaining after the exercise of all required removal efforts, and exists when there is asphaltic material greater in thickness than 3 mils over an

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area greater than 1 square foot. Residual asphaltic areas are to be addressed with TOPCOAT® MB Plus. Apply TOPCOAT® MB Plus as a primer to the entire asphaltic area to be treated.

I. Treatment of Rust Areas: All rust areas must be treated with TOPCOAT® MP-300 to prevent further deterioration of the metal roof panels. Roof panels that are corroded to the point where they have holes must be replaced. Prior to TOPCOAT® MP-300 application, remove all loose, flaking or powdery rust by wire brushing if it has not been removed during the pressure washing. All rust shall be completely covered by the TOPCOAT® MP-300. Only rusted areas shall be treated with the product. Installer must exercise special care when applying TOPCOAT® MP-300 in high temperature conditions (substrate approaching 120°F). Substrate temperatures must be kept below 120°F when applying TOPCOAT® MP-300. Areas where rust is very heavy on roof panels shall be treated with two applications of TOPCOAT® MP-300 Rust Inhibitor. The second application of TOPCOAT® MP-300 is only required on heavily rusted areas.

J. Preparation of Test Patches: Installer shall prepare no less than three test patches for all questionable roof substrates to verify adhesion of TOPCOAT® products. Minimum test patch size shall be one square foot. After the test patches have been applied, allow at least 7 days of drying time before checking adhesion. Check adhesion by slicing an "X" (approx. 6" in size) near the center of the test patch. Then try to remove the TOPCOAT® material at the center of the "X" with a spatula. Test patches shall be labeled and photographed to document adhesion test results. Installer shall consult with the manufacturers Contractor Services Department concerning all adhesion test results.

K. Priming of Pre-Finished Metal Panels: Where roof panel ECOPYsurfaces are known or suspected to contain Kynar®-500, other fluoropolymers or silicone, test patches shall be prepared both with and without the use of TOPCOAT® XR-2000. Based on test patch adhesion results, Installer shall apply TOPCOAT® XR-2000 on pre-finished metal panels per specifications. Note: Since TOPCOAT® XR-

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2000 has rust inhibiting properties, TOPCOAT® MP-300 is not required where XR-2000 has been used.

L. Miscellaneous Items:

1. Neoprene Pipe Boots: Installation of neoprene boots to occur prior to flashing work at pipe penetrations. Neoprene boots must first be sealed to the roof using a bead of TOPCOAT® FlexSeal prior to mechanical attachment with EverTite™ fasteners. Contact manufacturer's Contractor Services Department for specific requirements.

3.2 APPLICATION AND INSPECTION

Preliminary Work/Flashing Details: Preliminary work consists of substrate preparation and all flashing details. After completion of substrate preparation, all flashing details, horizontal seams, penetrations and curbs must be flashed with either 6" or 12" TOPESTER Fabric and TOPCOAT® Flashing Grade in accordance with Manufacture's standard detail drawings. TOPCOAT® Flashing Grade must be feathered at the edges so that water can easily flow over the various flashing details. Additional flashing requirements are as follows:

1. Fasteners: All fasteners must be totally encapsulated in TOPCOAT® Fastener Grade, Flashing Grade or FlexSeal. In some cases, brushing may be required to obtain the proper feathering around fasteners. For fasteners found in the field of the roof (i.e., not at seams or roof penetrations),use TOPCOAT® Fastener Grade.

2. Gutter Straps: All gutter straps that are fastened above roof panels must be totally encapsulated with TOPCOAT® Flashing Grade or FlexSeal, including the fasteners.

3. Vertical Seams:

a. All standing vertical seams must be sealed with a 1/2” bead of TOPCOAT® Flashing Grade or FlexSeal. Feather Flashing Grade until seam is no longer visible while brushing in the direction parallel to the seam. Consult with manufacturer's ECOPYContractor Services Department for details on specific standing seam panels.

b. Batten: Both vertical seams of the batten must be flashed with a 1/2” bead of TOPCOAT® Flashing Grade or FlexSeal.

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Feather Flashing Grade until seam is no longer visible while brushing in the direction parallel to the seam.

4. Horizontal Seams: All horizontal seams must be reinforced with at least a 6" wide layer of TOPCOAT® Flashing Grade, one layer of TOPESTER Fabric and then a final layer of TOPCOAT® Flashing Grade to completely encapsulate the Fabric. TOPCOAT® Flashing Grade must be feathered at least 1" beyond each side of the 6" width to allow water to flow over the seam. TOPESTER Fabric must be cut around all fasteners so it lies flat.. A minimum 2" overlap is required for all splices in TOPESTER Fabric.

5. Cinch Straps at Panel End laps: Re-tighten cinch straps, as necessary. Surround each strap and fastener head with a bead of TOPCOAT® FlexSeal. Fully inject FlexSeal into the cinch strap water channel to displace all air and moisture within the channel. Then seal the entire lap, strap and fastener heads with a minimum 6" width of FlexSeal. Feather the FlexSeal to prevent ponding water at the high side of the lap. Use of TOPESTER Fabric is not required for cinch straps at panel end laps.

6. Ridge Caps: Except as noted, all ridge caps must be flashed with a 6" or 12" width of TOPESTER Fabric and TOPCOAT® Flashing Grade or FlexSeal. All voids and open areas in ridge cap must be filled with polyurethane foam prior to application of TOPESTER Fabric and TOPCOAT® Flashing Grade or FlexSeal. (NOTE: In the case of metal "Z" closures which are located within 2" of the ridge cap edge, remove all exposed existing sealant and apply a liberal bead of TOPCOAT® Flashing Grade to all sides of the "Z" closure where they intersect with both the roof panel and ridge cap.)

7. Rakes: All fixed rake details for the roof must be secured and sealed with a 6" minimum width of TOPCOAT® Flashing Grade or FlexSeal and TOPESTER Fabric. If fixed rake metal is fastened to top of roof panel rib and extends back onto roof, trim off excess metal and follow horizontal seam flashing procedures. All voids and open areas must be filled with polyurethane foam prior to application of TOPESTER Fabric or FlexSeal and Flashing Grade. For standing seam roof panels, contactMaufacture's Contractor Services Department prior to ECOPYPreInstallation conference. 8. Curb Flashings: All curb flashings, including cricket details, must be flashed with at least a 6" width of TOPESTER Fabric and TOPCOAT® Flashing Grade or FlexSeal. Encapsulate all fasteners using TOPCOAT® Flashing Grade or FlexSeal. Do not bridge

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fasteners. TOPESTER must be cut around all fasteners so Fabric lies flat.

9. Penetrations: TOPCOAT® Flashing Grade or FlexSeal shall be applied around base of unit extending at least 4" on vertical and 4" on base. Embed 6" width of TOPESTER Fabric using additional TOPCOAT® Flashing Grade or FlexSeal, as necessary. Cut TOPESTER Fabric to accommodate the shape of the penetration. Both the top and bottom of neoprene pipe boots shall be flashed using TOPCOAT® Flashing Grade or FlexSeal and TOPESTER Fabric as described above.

10. Gutters: Trowel/brush apply FlexSeal to the interior or exterior gutter incorporating 6" TOPESTER Fabric at all gutter seams. Ensure gutter is completely clean and dry before applying TOPCOAT® FlexSeal.

B. Inspect Preliminary Work/Flashing Details for problem areas (e.g., gaps, cracks, fish mouths, air pockets, etc.) to ensure that work is complete and satisfactory.

1. Inform Project Architect and Manufacture's Guarantee Services Department when all preliminary work and flashing details will be complete and the Installer is ready to proceed with application of TOPCOAT® Roofing Membrane.

a. Allow a minimum of two weeks for the interim inspection to be made by manufacture's Contractor Services Department. Any final roofing installation prior to this interim inspection is subject to rejection by the Project Architect and/or Manufacturer's Contractor Services Department.

C. Membrane Application:

1. Spray-apply base coat (white) of TOPCOAT® Elastomeric Roofing Membrane at a rate of 1.0 gallon per 100 sq.ft. Base coat shall be applied parallel to the ribs of roof panels. Allow at least 24 hours drying time, then inspect the base coat for defects, flaws, or holidays. Correct any unsatisfactory conditions.

2. Spray-apply finish coat (white – must be same color as used for base ECOPYcoat) of TOPCOAT® Elastomeric Roofing Membrane at a rate of 1.0 gallon per 100 sq.ft. Finish coat shall be applied parallel to the ribs of the roof panels. It should not be applied unless the base coat is clean and dry and will provide proper adhesion. Allow a minimum of 24 hours drying time prior to allowing foot traffic or inspection of roof surface.

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3. After at least 24 hours has elapsed, inspect the final roof surface for flaws, holidays, insufficient thickness, etc.

a. Specified 10 Year Labor, 10 Year Material Diamond Pledge NDL Guarantee dry membrane thicknesses are 18 mils field and 78 mils on seams and flashing details.

4. At completion of all work, seams should not be visible on the roof. All unsatisfactory areas must be repaired.

3.3 ADDITIONAL REQUIREMENTS

A. Installer shall take photographs of representative roof areas, including detail work, at the following intervals:

1. Before work commences

2. After roof has been thoroughly cleaned and prepared for application of TOPCOAT® Roofing System products

3. After all flashing and detail work has been performed 4. After spray application of TOPCOAT® Elastomeric Roofing Membrane

B. Installer shall provide the following support for on-site inspections by a representative fromManufactur'rs Contractor Services Department:

a. Representative from Installer's company who has authority to make binding decisions

b. Required means to access all areas of the treated roof (e.g., various ladders)

c. Previous photographs of the roof including test patch results, as applicable

d. TOPCOAT® products and application equipment required to repair roof areas where destructive tests are performed by Manufacturer's Contractor Services Department

C. Installer shall take special care when moving spray hoses ECOPYand other equipment on the roof so that flashing work and encapsulated fastener heads are not damaged. All spray equipment shall remain on the ground for the duration of the job.

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D. Repairs to TOPCOAT® Elastomeric Roofing Membrane: In the event that the TOPCOAT® Membrane is damaged or punctured make repairs using TOPCOAT® Flashing Grade and TOPESTER Fabric (where necessary) as follows:

1. Damaged areas are to be cut, cleaned, and dried.

2. Apply Flashing Grade and feather out onto the existing TOPCOAT® Elastomeric Roofing Membrane.

3. If new penetration area has been cut, embed TOPESTER Fabric into TOPCOAT® Flashing Grade according to standard GAFMC specifications.

4. Once Flashing Grade has cured, TOPCOAT® white or appropriate TOPCOAT® color may be applied for aesthetic uniformity.

5. For required repairs during cold weather conditions (i.e., below 42ºF), TOPCOAT® Flashing Grade or FlexSeal must be used in lieu of water-based Flashing Grade.

3.4 PROTECTING ROOFING COATING

A. Upon completing roofing, including associated work, institute appropriate procedures for surveillance and protection of roofing during remainder of construction period. At end of construction period, or at a time when remaining construction will in no way affect or endanger roofing, inspect roofing and prepare a written report with copies to Architect and Owner describing nature and extent of deterioration or damage found.

B. Repair or replace, as required, deteriorated or defective work found at time of above inspection to a condition free of damage and deterioration at time of Substantial Completion and according to requirements of specified warranty.

ECOPYEND OF SECTION 07522

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SECTION 07 1416.2 - RESTORATION COATING FOR BUILT UP ROOF

PART 1 - PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes the following:

1. Installation of restoration coating at existing Built up roofing.

2. Installation at new builtup roof patched areas and curbs.

B. Related Sections: The following sections contain requirements that relate to this Section:

1. Division 7 Section Built Up asphalt roofing.

2. Division 7 Section "Flashing and Sheet Metal" for metal counter flashings.

3. Division 7 Section "Roof Specialties and Accessories" for prefabricated curb units.

1.3 SUBMITTALS

A. General: Submit the following according to Conditions of Contract and Division 1 Specifications Sections.

1.4 QUALITY ASSURANCE A. ECOPYInstaller Qualifications: Engage an experienced Installer (Roofer) to perform built-up asphalt roofing work who has specialized in installing roof coating systems similar to that required for this Project and who is acceptable to manufacturer of primary roofing materials.

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1. Installer's Field Supervision: Require Installer to maintain a full-time supervisor/foreman who is on job site during times that built-up asphalt roofing work is in progress and who is experienced in installing roofing systems similar to type and scope required for this Project.

B. Manufacturer Qualifications: Obtain primary products from a single manufacturer. Provide secondary products as recommended by manufacturer of primary products to use with roofing system specified.

C. UL Listing: Provide roof coating system and component materials that have been tested for application and slopes indicated and that are listed by UL for Class A or B external fire exposure.

1. Provide roof-covering materials bearing UL Classification Marking on bundle, package, or container indicating that materials have been produced under UL's Classification and Follow-up Service.

D. Preapplication Roofing Conference: Approximately 2 weeks prior to scheduled commencement of built-up roofing installation and associated work, meet at Project site with Installer, installer of each component of associated work, installers of deck or substrate construction to receive roofing work, installers of rooftop units and other work in and around roofing that must precede or follow roofing work--including mechanical work, Architect, Owner, roofing system manufacturer's representative, and other representatives directly concerned with work performance, including Owner's insurers, test agencies, and governing authorities, where applicable.

1. Review foreseeable methods and procedures related to roofing work, including, but not necessarily limited to, the following:

a. Review foreseeable methods and procedures related to roofing work, including but not necessarily limited to the following:

b. Tour representative areas of roofing substrates (decks), inspect and discuss condition of substrate, roof drains, curbs, penetrations, and other preparatory work performed by other trades.

c. Review roofing system requirements (drawings, specifications, ECOPYand other contract documents). d. Review required submittals, both completed and yet to be completed.

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e. Review and finalize construction schedule related to roofing work and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays.

f. Review required inspection, testing, certifying, and material usage accounting procedures.

g. Review weather and forecasted weather conditions and procedures for coping with unfavorable conditions, including possibility of temporary roofing (if not a mandatory requirement).

E. Contractor to provide a moisture test (scan) of the existing roof by an independent testing agency accepted by product supplier and Owner.

1. Moisture test must be less than 20% prior to proceeding with work.

1.5 PROJECT CONDITIONS

A. Weather Condition Limitations: Proceed with roofing work only when existing and forecasted weather conditions will permit work to be performed according to manufacturers' recommendations and warranty requirements.

1.6 SUBSTRATE CONDITIONS

A. The Roofing System is to be applied over dry, sound asphaltic fiberglass or modified bitumen granule cap sheets only. Verify roof has a positive drainage.

1. Fiberglass or modified bitumen granule cap sheets must be older than 30 days.

2. Do not apply products over friable and/or brittle roofing. ECOPY3. Substrate should not pond water for a period longer than 48 hours after precipitation stops.

B. Test patches shall be prepared in representative roof areas to check adhesion of coating products before application on any roofs having fiberglass or modified bitumen granule cap sheets.

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1. Products will not adhere to any existing silicone-based coatings.

C. The bonding surface must be free of ponding water, ice, snow, splits, oils, grease and debris.

D. If the moisture scan reveals more than 20% of the roof area is wet, Notify Architect.

1.7 WARRANTY

A. Provide: 5 year Manufacturers Product warranty to Owner.

1. Submit a copy of Moisture test results to manufacturer.

PART 2 - PRODUCTS

2.1 MANUFACTURER

A. GAF Materials Corporation

B. or approved Equal

2.2 MATERIALS - GENERAL

A. TOPCOAT® Flashing Grade TOPCOAT® Flashing Grade (light gray), water-based 100% acrylic synthetic rubber sealant which to be applied to seams, fasteners, flashings, and penetrations prior to the application of the TOPCOAT® Elastomeric Roofing Membrane.

1. Do not apply at temperatures below 42°F. Substrate temperatures must be below 120°F when applying product

a. Application Rate (seams): 5 gallons/125 ft. (6” width) Application Method: Brush or caulking gun

b. Application Temp (air, surface): 42° - 120°F

c. Drying Time (75°F, 50% RH): Approximately 24 hours

d. Wet Mil Thickness: 105 wet mils ECOPYe. Dry Mil Thickness: 60 dry mils f. Total Solids (by weight): 68% ± 1%

g. Total Solids (by volume): 56% ± 2%

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h. Specific Gravity: 1.44 ± 0.1

i. Tensile: 225 psi ± 10%

j. Weight per Gallon: 12.0 ± 0.5 lbs

k. Viscosity (75°F): 225,000 ± 22,500 cps

l. Clean-up: Water before curing

B. TOPCOAT® FlexSeal TOPCOAT® FlexSeal is a solvent-based, synthetic rubber sealant designed for use in a wider range of temperatures.

1. Application temperatures above 32°F.

2. Substrate temperatures must be below 120°F.

3. Application Rate (seams): 5 gallons total/100 ft.

4. Application Method: Trowel or stiff bristle brush Application Temperature (air, surface): 32° - 120°F

5. Drying Time (75°F, 50% RH): Approximately 24 hours

6. Wet Mil Thickness: 85 wet mils

7. Dry Mil Thickness: 50 dry mils

8. Total Solids (by weight): 77% ± 2%

9. Total Solids (by volume): 66% ± 2%

10. Specific Gravity: 1.24 ± 0.1 Weight per Gallon: 10.3 ± 0.5lbs Viscosity (75°F): 600,000 ± 100,000 cps LV-Viscosity (75°F): 150,000 ± 15,000 cps

11. Tensile: 485 psi ± 10% Storage:

C. TOPESTER Reinforcing Fabric

1. TOPESTER Fabric is a non-woven, spun bonded 100% polyester web ECOPYthat must be used in conjunction with TOPCOAT® Flashing Grade at all penetrations, joints, or changes in plane that are subjected to high shear or stress.

a. Average Weight (Ounces per square yard) per ASTM D1117: 1.5

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b. Average Tensile Strength per ASTM D1628: 44 psi

c. Average Elongation at break per ASTM 1628: 53%

d. Trapezoidal Tear Strength per ASTM D2263: 18.5 lbs

D. TOPCOAT® MB Plus

1. TOPCOAT® MB Plus is a water-based acrylic low VOC, sprayable polymeric liquid, which cures to form a seamless rubber membrane. Meeting the stringent standards set by the Cool Roof Rating CouncilSM for solar reflectance and thermal emittance.

a. Color: white

b. Application Rate: 1.0 to 3.0 gallons/100 sq.ft. total Application Method: Airless sprayer or roller Application Temp (air, surface): 42° - 120°F Drying Time (75°F, 50% RH): Approximately 24 hours per coat

c. Wet Mil Thickness: (1.0 Gallon/100SF) - 16 wet mils

d. Dry Mil Thickness: (1.0 Gallon/100SF) - 9 dry mils

e. Total Solids (by weight): 65% ± 2%

f. Total Solids (by volume): 54% ± 2%

g. Specific Gravity: 1.32 ± 0.1

h. Weight per Gallon: 11.0 ± 0.5 lbs.

i. Viscosity (75°F): 15,000 ± 2,000 cps

j. Tensile Strength: 150 psi

k. Elongation: 275%

l. Clean-up: Water before curing PART 3 - PART ECOPY3 - EXECUTION 3.1 PREPARATION OF SUBSTRATE

A. Examine substrate to receive new coating. Do not proceed with new roofing until adhesion has been verified by test patches, other preparatory work has

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been completed and unsatisfactory conditions have been corrected in a manner acceptable to the Product Manufacturer.

B. Treatment of Damaged/Deteriorated BUR or MB: Any areas where BUR or MB has blistered, buckled and/or become wet must be removed and repaired using similar products manufactured by GAF Materials Corporation

1. New BUR or MB repair materials must be allowed to weather at least 30 days before applying TOPCOAT® products to these repaired areas).

2. All areas where the fiberglass or modified granule cap sheet has significantly cracked and/or crazed (i.e., gaps in width and/or depth greater than 1/16”) must be repaired using TOPCOAT® FlexSeal to bring the substrate to a smooth, workable surface.

3. TOPCOAT® FlexSeal can be applied by either squeegee or brush when repairing cracks and/or crazing. Allow at least 24 hours drying time before application of other TOPCOAT® products.

C. Substrate Cleaning: Roof substrate must be carefully swept to remove debris and loose granules. Then lightly pressure wash the roof with water. Use an approximate working pressure of 1,500 - 2,000 psi (depending on condition of roof) to remove remaining dirt, dust, chalking, loose materials, etc. Take care not to damage the roof surface or force water into the roof system. Use hot water and mild detergent to remove grease and/or oils from the roof substrate. If mildew or algae are present, use bleach to treat these areas.

D. Substrate must be clean, completely dry and free of any debris before application of coating products.

3.2 APPLICATION OF SURFACE SEAL SB SYSTEM

A. All roof penetration areas, splits, drains, and scuppers must be treated with a 6” wide area of TOPCOAT® FlexSeal, one layer of 6” TOPESTER Fabric and a final layer of SB-900 Flashing Grade to completely embed the Fabric. Feather the FlexSeal onto the existing fiberglass or modified bitumen granule cap sheet substrate.

B. After at least 24 hours drying time, inspect preparatory/flashing work for ECOPYproblem areas (i.e., gaps, cracks, fishmouths, air pockets, etc.) to ensure that work is complete and satisfactory. Repair any deficiencies using TOPCOAT® FlexSeal and TOPESTER Fabric, as required.

C. Coating Application:

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1. Spray-apply base coat of TOPCOAT® Surface Seal SB at a rate of 1.25 gallons per 100 sq.ft. Allow at least 24 hours drying time and inspect the base coat for defects, flaws, or holidays. Correct any unsatisfactory conditions prior to proceeding.

2. Spray-apply finish coat (same color as base coat) of TOPCOAT® Surface Seal SB at a rate of 1.75 gallons per 100 sq.ft. Finish coat should not be applied unless the base coat is clean and will provide proper adhesion.

3. Allow at least 24 hours drying time prior to allowing foot traffic or inspection of the roof. After 24 hours has elapsed, inspect the final roof surface for flaws, holidays, insufficient thickness, etc., and repair any unsatisfactory conditions. Specified membrane thicknesses are minimum 24 mils field and 80 mils on roof penetration details.

3.3 APPLICATION OF MB PLUS SYSTEM

A. All roof penetration areas, splits, drains, and scuppers must be treated with a 6” wide area of TOPCOAT® Flashing Grade, one layer of 6” TOPESTER Fabric and a final layer of Flashing Grade to completely embed the Fabric. Feather the Flashing Grade onto the existing fiberglass or modified bitumen granule cap sheet substrate.

B. After at least 24 hours drying time, inspect preparatory/flashing work for problem areas (i.e., gaps, cracks, fishmouths, air pockets, etc.) to ensure that work is complete and satisfactory. Repair any deficiencies using TOPCOAT® Flashing Grade and TOPESTER Fabric, as required.

C. Coating Application

1. Spray-apply base coat of TOPCOAT® MB Plus at a rate of 1.25 gallons per 100 sq.ft. Allow at least 24 hours drying time and inspect the base coat for defects, flaws, or holidays. Correct any unsatisfactory conditions prior to proceeding.

2. Spray-apply finish coat (same color as base coat) of TOPCOAT® MB Plus at a rate of 1.75 gallons per 100 sq.ft. Finish coat should not be applied unless the base coat is clean and dry and will provide proper adhesion. Allow at least 24 hours drying time prior to allowing foot ECOPYtraffic or inspection of the roof. After the 24 hours has elapsed, inspect the final roof surface for flaws, holidays, insufficient thickness, etc., and repair any unsatisfactory conditions. Specified membrane thicknesses are minimum 27 mils field and 82 mils on roof penetration details.

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3. Allow at least 24 hours drying time prior to allowing foot traffic or inspection of the roof. After 24 hours has elapsed, inspect the final roof surface for flaws, holidays, insufficient thickness, etc., and repair any unsatisfactory conditions. Specified membrane thicknesses are minimum 27 mils field and 80 mils on roof penetration details.

3.4 PROTECTING ROOFING COATING

END OF SECTION 07521

ECOPY

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SECTION 07 5113 - BUILT-UP ASPHALT ROOFING

PART 1 - PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes the following:

1. Installation of perilite / polyisocyannurate tapered insulation, slope to drains at minimum 1/4" per foot.

2. 3 ply - Modified bituminous roof with mineral granule cap sheet.

B. Related Sections: The following sections contain requirements that relate to this Section:

1. Division 2 Section “ Demolition, Cutting and Patching”.

2. Division 6 Section "Rough Carpentry" for treated wood nailers, curbs, and wood cants.

3. Division 7 Section "Flashing and Sheet Metal" for metal counter flashings.

4. Division 7 Section "Roof Specialties and Accessories" for prefabricated curb units.

1.3 DEFINITIONS

A. Thermal Resistivity (r-value) is the reciprocal of thermal conductivity (k- value) which is the rate of heat flow through a homogenous material exactly 1 inch thick. Thermal resistivity (r-value) is expressed by the temperature difference in degrees F between two parallel surfaces required to cause 1 Btu to flow through 1 sq. ft. of a homogenous material exactly 1 inch thick per ECOPYhour at the mean temperature indicated. 1.4 SUBMITTALS

A. General: Submit the following according to Conditions of Contract and Division 1 Specifications Sections.

BUILT-UP ASPHALT ROOFING 07-5113 - 1 CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

1. For asphalt bitumen, provide a label on each container or certification with each load of bulk bitumen, indicating flash point (FP), softening point (SP), and equiviscous temperature (EVT).

C. Samples of the following:

1. 12-by-12-inch square samples of each color mineral surface cap sheets to be exposed as finished roof surface.

1.5 QUALITY ASSURANCE

A. Installer Qualifications: Engage an experienced Installer (Roofer) to perform built-up asphalt roofing work who has specialized in installing built-up asphalt roofing systems similar to that required for this Project and who is acceptable to manufacturer of primary roofing materials.

B. Manufacturer Qualifications: Obtain primary products, including each type of roofing sheet (felt), bitumen, composition flashings, and any vapor retarder, from a single manufacturer. Provide secondary products as recommended by manufacturer of primary products to use with roofing system specified.

C. UL Listing: Provide built-up roofing system and component materials that have been tested for application and slopes indicated and that are listed by UL for Class A or B external fire exposure.

1. Provide roof-covering materials bearing UL Classification Marking on bundle, package, or container indicating that materials have been produced under UL's Classification and Follow-up Service. D. PreapplicationECOPY Roofing Conference: Approximately 2 weeks prior to scheduled commencement of built-up roofing installation and associated work, meet at Project site with Installer, installer of each component of associated work, installers of deck or substrate construction to receive roofing work, installers of rooftop units and other work in and around roofing that must precede or follow roofing work--including mechanical work, Architect,

07-5113 - 2 BUILT-UP ASPHALT ROOFING CITY OF HEALDSBURG 2015-16 MEASURE V - MULTI-SITE IMPROVEMENT PROJECT

Owner, roofing system manufacturer's representative, and other representatives directly concerned with work performance, including Owner's insurers, test agencies, and governing authorities, where applicable.