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HomeMy WebLinkAboutWoodland Springs Pool Replacement SpecWOODLAND SPRINGS, INC. Pool Replacement 3535 E 116th Street Carmel, Indiana 46033 Specifications Volume 1 of 1 Aquatic Design By Aquatic & Recreation Design, LLC 1909 W. Peoga Lake Drive Trafalgar, IN 46181 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 CERTIFICATION PAGE 00 01 05 Certification Sheet Architect WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 CERTIFICATION PAGE 00 01 05 This Page Left Blank Intentionally WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 TITLE PAGE 00 01 08 - 1 PROJECT Woodland Springs Inc. Pool Replacement 3535 E. 116th Street Carmel, IN 46033 DATED January 15, 2018 OWNER Woodland Springs, Inc. 3535 E. 116th Street Carmel, IN 46033 ARCHITECT James J. Kacius 1909 W. Peoga Lake Drive Trafalgar, IN 46181 317-933-5951 jkacius@sbcglobal.net COMMISSION NO. AR00860009 PRE-BID A mandatory pre bid meeting will be held on January 22, 2017 at 10:00 AM at the Woodland Springs Inc. 3535 E. 116th Street Carmel, IN 46033 BID DATE/LOCATION Bids will be due on February 15, 2018 at 1:00 PM at Kirkpatrick Management 5702 Kirkpatrick Way, Indianapolis, IN 46220 Phone: 1.800.899.6652 or 1.317.570.4358 Contact: info@ekirkpatrick.com WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 TITLE PAGE 00 01 08 - 2 This Page Left Blank Intentionally WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 TABLE OF CONTENTS 00 01 10 - 1 TABLE OF CONTENTS DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS 00 01 01 Project Title Page 00 01 05 Architect’s Certification Sheet 00 01 08 Architect’s Title Sheet 00 01 10 Table of Contents 00 01 15 List of Drawing Sheets 00 01 21 Board of Directors 00 01 22 Carmel Area and Woodland Springs Clubhouse Map 00 01 23 Woodland Springs Contact Information 00 01 24 Meeting Schedule 00 01 27 Smoking Policy 00 11 13 Advertisement For Bids / Notice to Bidders 00 21 13 Instructions to Bidders – AIA A701 – 1997 00 21 13.1 Reference Copy of AIA A701 1997 00 22 13 Supplementary Instructions to Bidders 00 41 71 Contractor’s Bid Proposal Form - Supplement to Form 96 00 52 13 Agreement Between Owner and Contractor 00 72 00 General Conditions of the Contract for Construction – AIA A201 – 2007 00 72 00.1 Reference Copy of AIA A201 - 2007 00 73 00 Supplementary Conditions DIVISION 1 – GENERAL REQUIREMENTS 01 10 00 Summary of Work 01 21 00 Allowances 01 23 00 Alternates 01 25 00 Substitution Procedures 01 26 00 Contract Modification Procedures 01 29 00 Payment Procedures 01 31 13 Project Coordination 01 31 19 Project Meetings 01 33 00 Submittal Procedures 01 42 00 References 01 45 00 Quality Control 01 50 00 Temporary Facilities and Controls 01 60 00 Product Requirements 01 73 29 Cutting and Patching 01 74 00 Cleaning and Waste Management 01 77 00 Closeout Procedures 01 78 00 Closeout Submittals DIVISION 3 – CONCRETE 03 10 00 Concrete Formwork 03 11 02 Shotcrete 03 12 00 Earthwork 03 20 30 Concrete Reinforcement 03 30 00 Cast-In-Place Concrete DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07 13 53 Elastomeric Sheet Waterproofing DIVISION 13 – AQUATICS 13 15 00 Aquatic Construction And Related Systems WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AQUATIC DRAWING SHEET INDEX 00 01 15 - 1 AQUATIC DRAWING SHEET INDEX SHEET NO. DRAWING TITLE TITLE SHEET C100 SITE PLAN - EXISTING & DEMOLITION C101 SITE PLAN C102 SITE GRADING PLAN C103 SITE UTILITY PLAN C103A ENLARGED SITE UTILITY PLAN C104 STORM WATER POLLUTION PREVENTION PLAN AQ100 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS AQ200 POOL DECK PLAN AQ300 SWIMMING POOL & WADING POOL ENLARGED PLAN AQ301 SWIMMING POOL & WADING POOL ENLARGED PIPING PLAN AQ302 POOLS EQUIPMENT BUILDING PLANS AQ400 SWIMMING POOL SECTIONS AQ401 SWIMMING POOL SECTIONS AQ402 SWIMMING POOL SECTIONS & DETAILS AQ403 SWIMMING POOL SECTIONS & DETAILS AQ404 POOL EQUIPMENT BUILDING SECTIONS AQ500 PIPING DIAGRAMS AQ600 POOL EQUIPMENT SCHEDULES AQ700 EQUIPMENT DETAILS AQ701 EQUIPMENT DETAILS AQ702 EQUIPMENT DETAILS WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 WOODLAND SPRINGS BOARD OF DIRECTORS 00 01 21 - 1 2018 Woodland Springs Board of Directors Jeremy Long - President Jeffery Miller - Vice President Joshua Coulter - Secretary Natalie Mabbitt – Treasurer Stuart Goldner - Member Carl Simpson – Member Elizabeth Thorpe – Member Kristin Watson – Member David Werick - Member WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 CONSTRUCTION PROJECT AREA MAP 00 01 22 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 CONSTRUCTION PROJECT AREA MAP 00 01 22 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 WOODLAND SPRINGS CONTACT INFORMATION 00_01_23 Woodland Springs Inc. Home Owners Association’s Agent Jeremy Long - President Phone: (317) 513-1229 Email: longrealty@gmail.com WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 BOARD MEETING SCHEDULE 00 01 24 BOARD MEETINGS Through the March Construction 19, 2018 Schedule. April 16, 2018 May 21, 2018 June 18, 2018 July 16, 2018 August 20, 2018 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 SMOKING POLICY 00 01 27 - 1 SECTION 00 01 27 – SMOKING POLICY PART I - GENERAL 1.1 DESCRIPTION A. Board Policy prohibits the use of tobacco by contractor’s employees on grounds except in designated areas. The Prime Contractor is to coordinate specifics with the Owner. END OF SECTION 00 01 27 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 ADVERTISEMENT FOR BIDS/NOTICE TO BIDDERS00 11 13 - 1 NOTICE TO CONTRACTORS Notice is hereby given the Board of the Woodland Springs Inc. shall receive sealed bids from experienced and eligible contractors at the Kirkpatrick Management, 5702 Kirkpatrick Way, Indianapolis, IN 46220 until 1:00 PM local time, on February 15, 2018 for: Pool Replacement Each bid proposal shall include all labor, material and services necessary to complete the projects in strict accordance with the drawings and specifications as prepared by: Aquatic & Recreation Design 1909 W. Peoga Lake Drive Trafalgar, IN 46181 317-933-5951 Bids shall be received from a single prime contractor. Bids received after that time or in another location shall be returned to the bidder unopened. Plans, specifications, instructions to bidders and bid forms may be purchased on line at Reprographix.com at printing cost A Pre-Bid Conference will be held on January 22, 2018 at 10:00 AM local time, at the Woodland Springs Clubhouse at 3535 E 116 th Street, Carmel, Indiana A bid may not be modified, withdrawn or cancelled by the bidder for sixty, (60) days, following the time and date designated for the receipt of bids without the consent of Woodland Springs Inc. The Woodland Springs Inc. reserves the right to reject any and all bids or waive any or all informalities, irregularities and/or inconsistencies in, or with respect to, any or all bids. Performance and Labor and Material Payment Bonds in an amount equal to one hundred percent (100%) of the contract amount shall be required to be provided by the successful bidder to the Woodland Springs Inc. Such bonds shall remain in full force and effect for a period of twelve (12) months after the date of Substantial Completion. Note: Only prequalified Aquatic Contractors (Pool Contractors) will be allowed to bid this project for the aquatic construction portion of work as defined on the AQ drawings. The following is a list of the approved contractors: Buddenbaum & Moore, P.O. BOX 990, Noblesville IN 46061 (317) 214-7443, (317) 508-0692. (Contact: Bill Buddenbaum) PSS Contractors, 120 Nover Dr., Cincinnati OH 45215 (888) 772-2001 (513) 772-2001 (Contact: David Taylor) Spear Corporation, 7 South Walnut Roachdale, IN 46172, (800) 642-6640, (317) 508-4893. (Contact: Same Blake) Document A701TM – 1997 Instructions to Bidders AIA Document A701™ – 1997. Copyright © 1970, 1974, 1978, 1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:16:09 on 06/01/2011 under Order No.1990321605_1 which expires on 02/11/2012, and is not for resale. User Notes: (1481852745) 1 This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. for the following PROJECT: (Name and location or address) THE OWNER: (Name, legal status and address) THE ARCHITECT: (Name, legal status and address) TABLE OF ARTICLES 1 DEFINITIONS 2 BIDDER’S REPRESENTATIONS 3 BIDDING DOCUMENTS 4 BIDDING PROCEDURES 5 CONSIDERATION OF BIDS 6 POST-BID INFORMATION 7 PERFORMANCE BOND AND PAYMENT BOND 8 FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR AIA Document A701™ – 1997. Copyright © 1970, 1974, 1978, 1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:16:09 on 06/01/2011 under Order No.1990321605_1 which expires on 02/11/2012, and is not for resale. User Notes: (1481852745) 2 ARTICLE 1 DEFINITIONS § 1.1 Bidding Documents include the Bidding Requirements and the proposed Contract Documents. The Bidding Requirements consist of the Advertisement or Invitation to Bid, Instructions to Bidders, Supplementary Instructions to Bidders, the bid form, and other sample bidding and contract forms. The proposed Contract Documents consist of the form of Agreement between the Owner and Contractor, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications and all Addenda issued prior to execution of the Contract. § 1.2 Definitions set forth in the General Conditions of the Contract for Construction, AIA Document A201, or in other Contract Documents are applicable to the Bidding Documents. § 1.3 Addenda are written or graphic instruments issued by the Architect prior to the execution of the Contract which modify or interpret the Bidding Documents by additions, deletions, clarifications or corrections. § 1.4 A Bid is a complete and properly executed proposal to do the Work for the sums stipulated therein, submitted in accordance with the Bidding Documents. § 1.5 The Base Bid is the sum stated in the Bid for which the Bidder offers to perform the Work described in the Bidding Documents as the base, to which Work may be added or from which Work may be deleted for sums stated in Alternate Bids. § 1.6 An Alternate Bid (or Alternate) is an amount stated in the Bid to be added to or deducted from the amount of the Base Bid if the corresponding change in the Work, as described in the Bidding Documents, is accepted. § 1.7 A Unit Price is an amount stated in the Bid as a price per unit of measurement for materials, equipment or services or a portion of the Work as described in the Bidding Documents. § 1.8 A Bidder is a person or entity who submits a Bid and who meets the requirements set forth in the Bidding Documents. § 1.9 A Sub-bidder is a person or entity who submits a bid to a Bidder for materials, equipment or labor for a portion of the Work. ARTICLE 2 BIDDER’S REPRESENTATIONS § 2.1 The Bidder by making a Bid represents that: § 2.1.1 The Bidder has read and understands the Bidding Documents or Contract Documents, to the extent that such documentation relates to the Work for which the Bid is submitted, and for other portions of the Project, if any, being bid concurrently or presently under construction. § 2.1.2 The Bid is made in compliance with the Bidding Documents. § 2.1.3 The Bidder has visited the site, become familiar with local conditions under which the Work is to be performed and has correlated the Bidder’s personal observations with the requirements of the proposed Contract Documents. § 2.1.4 The Bid is based upon the materials, equipment and systems required by the Bidding Documents without exception. ARTICLE 3 BIDDING DOCUMENTS § 3.1 COPIES § 3.1.1 Bidders may obtain complete sets of the Bidding Documents from the issuing office designated in the Advertisement or Invitation to Bid in the number and for the deposit sum, if any, stated therein. The deposit will be refunded to Bidders who submit a bona fide Bid and return the Bidding Documents in good condition within ten days after receipt of Bids. The cost of replacement of missing or damaged documents will be deducted from the deposit. A Bidder receiving a Contract award may retain the Bidding Documents and the Bidder’s deposit will be refunded. § 3.1.2 Bidding Documents will not be issued directly to Sub-bidders unless specifically offered in the Advertisement or Invitation to Bid, or in supplementary instructions to bidders. AIA Document A701™ – 1997. Copyright © 1970, 1974, 1978, 1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:16:09 on 06/01/2011 under Order No.1990321605_1 which expires on 02/11/2012, and is not for resale. User Notes: (1481852745) 3 § 3.1.3 Bidders shall use complete sets of Bidding Documents in preparing Bids; neither the Owner nor Architect assumes responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. § 3.1.4 The Owner and Architect may make copies of the Bidding Documents available on the above terms for the purpose of obtaining Bids on the Work. No license or grant of use is conferred by issuance of copies of the Bidding Documents. § 3.2 INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS § 3.2.1 The Bidder shall carefully study and compare the Bidding Documents with each other, and with other work being bid concurrently or presently under construction to the extent that it relates to the Work for which the Bid is submitted, shall examine the site and local conditions, and shall at once report to the Architect errors, inconsistencies or ambiguities discovered. § 3.2.2 Bidders and Sub-bidders requiring clarification or interpretation of the Bidding Documents shall make a written request which shall reach the Architect at least seven days prior to the date for receipt of Bids. § 3.2.3 Interpretations, corrections and changes of the Bidding Documents will be made by Addendum. Interpretations, corrections and changes of the Bidding Documents made in any other manner will not be binding, and Bidders shall not rely upon them. § 3.3 SUBSTITUTIONS § 3.3.1 The materials, products and equipment described in the Bidding Documents establish a standard of required function, dimension, appearance and quality to be met by any proposed substitution. § 3.3.2 No substitution will be considered prior to receipt of Bids unless written request for approval has been received by the Architect at least ten days prior to the date for receipt of Bids. Such requests shall include the name of the material or equipment for which it is to be substituted and a complete description of the proposed substitution including drawings, performance and test data, and other information necessary for an evaluation. A statement setting forth changes in other materials, equipment or other portions of the Work, including changes in the work of other contracts that incorporation of the proposed substitution would require, shall be included. The burden of proof of the merit of the proposed substitution is upon the proposer. The Architect’s decision of approval or disapproval of a proposed substitution shall be final. § 3.3.3 If the Architect approves a proposed substitution prior to receipt of Bids, such approval will be set forth in an Addendum. Bidders shall not rely upon approvals made in any other manner. § 3.3.4 No substitutions will be considered after the Contract award unless specifically provided for in the Contract Documents. § 3.4 ADDENDA § 3.4.1 Addenda will be transmitted to all who are known by the issuing office to have received a complete set of Bidding Documents. § 3.4.2 Copies of Addenda will be made available for inspection wherever Bidding Documents are on file for that purpose. § 3.4.3 Addenda will be issued no later than four days prior to the date for receipt of Bids except an Addendum withdrawing the request for Bids or one which includes postponement of the date for receipt of Bids. § 3.4.4 Each Bidder shall ascertain prior to submitting a Bid that the Bidder has received all Addenda issued, and the Bidder shall acknowledge their receipt in the Bid. ARTICLE 4 BIDDING PROCEDURES § 4.1 PREPARATION OF BIDS § 4.1.1 Bids shall be submitted on the forms included with the Bidding Documents. AIA Document A701™ – 1997. Copyright © 1970, 1974, 1978, 1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:16:09 on 06/01/2011 under Order No.1990321605_1 which expires on 02/11/2012, and is not for resale. User Notes: (1481852745) 4 § 4.1.2 All blanks on the bid form shall be legibly executed in a non-erasable medium. § 4.1.3 Sums shall be expressed in both words and figures. In case of discrepancy, the amount written in words shall govern. § 4.1.4 Interlineations, alterations and erasures must be initialed by the signer of the Bid. § 4.1.5 All requested Alternates shall be bid. If no change in the Base Bid is required, enter "No Change." § 4.1.6 Where two or more Bids for designated portions of the Work have been requested, the Bidder may, without forfeiture of the bid security, state the Bidder’s refusal to accept award of less than the combination of Bids stipulated by the Bidder. The Bidder shall make no additional stipulations on the bid form nor qualify the Bid in any other manner. § 4.1.7 Each copy of the Bid shall state the legal name of the Bidder and the nature of legal form of the Bidder. The Bidder shall provide evidence of legal authority to perform within the jurisdiction of the Work. Each copy shall be signed by the person or persons legally authorized to bind the Bidder to a contract. A Bid by a corporation shall further give the state of incorporation and have the corporate seal affixed. A Bid submitted by an agent shall have a current power of attorney attached certifying the agent’s authority to bind the Bidder. § 4.2 BID SECURITY § 4.2.1 Each Bid shall be accompanied by a bid security in the form and amount required if so stipulated in the Instructions to Bidders. The Bidder pledges to enter into a Contract with the Owner on the terms stated in the Bid and will, if required, furnish bonds covering the faithful performance of the Contract and payment of all obligations arising thereunder. Should the Bidder refuse to enter into such Contract or fail to furnish such bonds if required, the amount of the bid security shall be forfeited to the Owner as liquidated damages, not as a penalty. The amount of the bid security shall not be forfeited to the Owner in the event the Owner fails to comply with Section 6.2. § 4.2.2 If a surety bond is required, it shall be written on AIA Document A310, Bid Bond, unless otherwise provided in the Bidding Documents, and the attorney-in-fact who executes the bond on behalf of the surety shall affix to the bond a certified and current copy of the power of attorney. § 4.2.3 The Owner will have the right to retain the bid security of Bidders to whom an award is being considered until either (a) the Contract has been executed and bonds, if required, have been furnished, or (b) the specified time has elapsed so that Bids may be withdrawn or (c) all Bids have been rejected. § 4.3 SUBMISSION OF BIDS § 4.3.1 All copies of the Bid, the bid security, if any, and any other documents required to be submitted with the Bid shall be enclosed in a sealed opaque envelope. The envelope shall be addressed to the party receiving the Bids and shall be identified with the Project name, the Bidder’s name and address and, if applicable, the designated portion of the Work for which the Bid is submitted. If the Bid is sent by mail, the sealed envelope shall be enclosed in a separate mailing envelope with the notation "SEALED BID ENCLOSED" on the face thereof. § 4.3.2 Bids shall be deposited at the designated location prior to the time and date for receipt of Bids. Bids received after the time and date for receipt of Bids will be returned unopened. § 4.3.3 The Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. § 4.3.4 Oral, telephonic, telegraphic, facsimile or other electronically transmitted bids will not be considered. § 4.4 MODIFICATION OR WITHDRAWAL OF BID § 4.4.1 A Bid may not be modified, withdrawn or canceled by the Bidder during the stipulated time period following the time and date designated for the receipt of Bids, and each Bidder so agrees in submitting a Bid. § 4.4.2 Prior to the time and date designated for receipt of Bids, a Bid submitted may be modified or withdrawn by notice to the party receiving Bids at the place designated for receipt of Bids. Such notice shall be in writing over the AIA Document A701™ – 1997. Copyright © 1970, 1974, 1978, 1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:16:09 on 06/01/2011 under Order No.1990321605_1 which expires on 02/11/2012, and is not for resale. User Notes: (1481852745) 5 signature of the Bidder. Written confirmation over the signature of the Bidder shall be received, and date- and time-stamped by the receiving party on or before the date and time set for receipt of Bids. A change shall be so worded as not to reveal the amount of the original Bid. § 4.4.3 Withdrawn Bids may be resubmitted up to the date and time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. § 4.4.4 Bid security, if required, shall be in an amount sufficient for the Bid as resubmitted. ARTICLE 5 CONSIDERATION OF BIDS § 5.1 OPENING OF BIDS At the discretion of the Owner, if stipulated in the Advertisement or Invitation to Bid, the properly identified Bids received on time will be publicly opened and will be read aloud. An abstract of the Bids may be made available to Bidders. § 5.2 REJECTION OF BIDS The Owner shall have the right to reject any or all Bids. A Bid not accompanied by a required bid security or by other data required by the Bidding Documents, or a Bid which is in any way incomplete or irregular is subject to rejection. § 5.3 ACCEPTANCE OF BID (AWARD) § 5.3.1 It is the intent of the Owner to award a Contract to the lowest qualified Bidder provided the Bid has been submitted in accordance with the requirements of the Bidding Documents and does not exceed the funds available. The Owner shall have the right to waive informalities and irregularities in a Bid received and to accept the Bid which, in the Owner’s judgment, is in the Owner’s own best interests. § 5.3.2 The Owner shall have the right to accept Alternates in any order or combination, unless otherwise specifically provided in the Bidding Documents, and to determine the low Bidder on the basis of the sum of the Base Bid and Alternates accepted. ARTICLE 6 POST-BID INFORMATION § 6.1 CONTRACTOR’S QUALIFICATION STATEMENT Bidders to whom award of a Contract is under consideration shall submit to the Architect, upon request, a properly executed AIA Document A305, Contractor’s Qualification Statement, unless such a Statement has been previously required and submitted as a prerequisite to the issuance of Bidding Documents. § 6.2 OWNER’S FINANCIAL CAPABILITY The Owner shall, at the request of the Bidder to whom award of a Contract is under consideration and no later than seven days prior to the expiration of the time for withdrawal of Bids, furnish to the Bidder reasonable evidence that financial arrangements have been made to fulfill the Owner’s obligations under the Contract. Unless such reasonable evidence is furnished, the Bidder will not be required to execute the Agreement between the Owner and Contractor. § 6.3 SUBMITTALS § 6.3.1 The Bidder shall, as soon as practicable or as stipulated in the Bidding Documents, after notification of selection for the award of a Contract, furnish to the Owner through the Architect in writing: .1 a designation of the Work to be performed with the Bidder’s own forces; .2 names of the manufacturers, products, and the suppliers of principal items or systems of materials and equipment proposed for the Work; and .3 names of persons or entities (including those who are to furnish materials or equipment fabricated to a special design) proposed for the principal portions of the Work. § 6.3.2 The Bidder will be required to establish to the satisfaction of the Architect and Owner the reliability and responsibility of the persons or entities proposed to furnish and perform the Work described in the Bidding Documents. § 6.3.3 Prior to the execution of the Contract, the Architect will notify the Bidder in writing if either the Owner or Architect, after due investigation, has reasonable objection to a person or entity proposed by the Bidder. If the Owner or Architect has reasonable objection to a proposed person or entity, the Bidder may, at the Bidder’s option, (1) AIA Document A701™ – 1997. Copyright © 1970, 1974, 1978, 1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:16:09 on 06/01/2011 under Order No.1990321605_1 which expires on 02/11/2012, and is not for resale. User Notes: (1481852745) 6 withdraw the Bid or (2) submit an acceptable substitute person or entity with an adjustment in the Base Bid or Alternate Bid to cover the difference in cost occasioned by such substitution. The Owner may accept the adjusted bid price or disqualify the Bidder. In the event of either withdrawal or disqualification, bid security will not be forfeited. § 6.3.4 Persons and entities proposed by the Bidder and to whom the Owner and Architect have made no reasonable objection must be used on the Work for which they were proposed and shall not be changed except with the written consent of the Owner and Architect. ARTICLE 7 PERFORMANCE BOND AND PAYMENT BOND § 7.1 BOND REQUIREMENTS § 7.1.1 If stipulated in the Bidding Documents, the Bidder shall furnish bonds covering the faithful performance of the Contract and payment of all obligations arising thereunder. Bonds may be secured through the Bidder’s usual sources. § 7.1.2 If the furnishing of such bonds is stipulated in the Bidding Documents, the cost shall be included in the Bid. If the furnishing of such bonds is required after receipt of bids and before execution of the Contract, the cost of such bonds shall be added to the Bid in determining the Contract Sum. § 7.1.3 If the Owner requires that bonds be secured from other than the Bidder’s usual sources, changes in cost will be adjusted as provided in the Contract Documents. § 7.2 TIME OF DELIVERY AND FORM OF BONDS § 7.2.1 The Bidder shall deliver the required bonds to the Owner not later than three days following the date of execution of the Contract. If the Work is to be commenced prior thereto in response to a letter of intent, the Bidder shall, prior to commencement of the Work, submit evidence satisfactory to the Owner that such bonds will be furnished and delivered in accordance with this Section 7.2.1. § 7.2.2 Unless otherwise provided, the bonds shall be written on AIA Document A312, Performance Bond and Payment Bond. Both bonds shall be written in the amount of the Contract Sum. § 7.2.3 The bonds shall be dated on or after the date of the Contract. § 7.2.4 The Bidder shall require the attorney-in-fact who executes the required bonds on behalf of the surety to affix thereto a certified and current copy of the power of attorney. ARTICLE 8 FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR Unless otherwise required in the Bidding Documents, the Agreement for the Work will be written on AIA Document A101, Standard Form of Agreement Between Owner and Contractor Where the Basis of Payment Is a Stipulated Sum. AIA Document D401™ – 2003. Copyright © 1992 and 2003 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:16:09 on 06/01/2011 under Order No.1990321605_1 which expires on 02/11/2012, and is not for resale. User Notes: (1481852745) 1 Certification of Document’s Authenticity AIA® Document D401™ – 2003 I, , hereby certify, to the best of my knowledge, information and belief, that I created the attached final document simultaneously with this certification at 15:16:09 on 06/01/2011 under Order No. 1990321605_1 from AIA Contract Documents software and that in preparing the attached final document I made no changes to the original text of AIA® Document A701™ – 1997, Instructions to Bidders, as published by the AIA in its software, other than changes shown in the attached final document by underscoring added text and striking over deleted text. _____________________________________________________________ (Signed) _____________________________________________________________ (Title) _____________________________________________________________ (Dated) WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS 00 22 13 - 1 SECTION 00 22 13 – SUPPLEMENTARY INSTRUCTIONS TO BIDDERS The provisions of this Attachment shall delete, modify and supplement the provisions contained in the “Instructions to Bidders”, AIA Document A701-1997 Edition, Electronic Format. In case of conflict, the Supplementary Instructions to Bidders shall govern where any part of the AIA 701 Instructions to Bidders remain unaltered or not referred to herein, the unaltered provisions shall remain in effect. ARTICLE 1 - DEFINITIONS 1.1 Definitions Add the following paragraphs: 1.10 The Owner is: Woodland Springs, Inc 3535 E 116 th Street Carmel, Indiana 46033 1.11 The Architect/Engineer is: Aquatic & Recreation Design 1909 W. Peoga Lake Drive Trafalgar, IN 46181 1.12 The Contractor is the Bidder whose bid or proposal is accepted by the Owner and is as defined in AIA 201-2007, Article 3.1.1. 1.13 The work is as defined in AIA 201-2007, Article 1.1.3. 1.14 The project is as defined in AIA 201-2007, Article 1.1.4 and consists of and not limited to the following: Replacement of the swimming and wading pools as shown on the drawings and as described herein. 1.15 The Contractor awarded shall be the single-prime contractor. ARTICLE 2 - BIDDER’S REPRESENTAITON 2.1 Bidder’s Representations Add the following Paragraphs: 2.1.5 No bidder, after the award of the contract, shall be allowed any extra compensation for reason of his failure to inform himself fully, prior to his bidding, of all requirements of the contract documents, drawings, specifications and the circumstances of the building site. 2.1.6 Bidders represent that at the time Bids are submitted for consideration, they have no questions regarding ambiguity and are submitting Bids that will result in a project completed as per the intent of the plans and specifications. ARTICLE 4 - BIDDING PROCEDURES 4.1 Preparation of Bids Replace 4.1.2 with the following paragraph: WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS 00 22 13 - 2 4.1.1 All blanks on the bid form shall be filled in by typewriter or manually printed in by ink. Add the following paragraph: 4.1.5.1 Failure to bid requested alternates may be considered justification for rejection of the entire bid. 4.2 Bid Security 4.2.1 Insert the following sentence into Paragraph 4.2.1 as the second sentence: Each bid shall be accompanied by either a bid bond or a certified check drawn in favor of the Woodland Springs Inc. for an amount not less than five (5) percent of the maximum bid of bids submitted. Add the following paragraphs: 4.2.4 Bidders shall submit bid security in the amount of 5% of the bid, including all alternates, made payable to the Owner. Security must be in the form of a bid bond or certified check. Bid Bond must be drawn against a surety company with a Best Insurance Rating of A or better, and licensed and authorized to do business in the State of Indiana. 4.2.5 Should Bidder fail to execute a contract within ten (10) days of notice of award, or fail to provide Performance and Labor and Material Payment Bonds in amount required, the Bid Security shall become the absolute property of the Woodland Springs Inc. 4.2.6 Bid Bond, if submitted, shall be written by a surety firm acceptable to the Owner. 4.3 Submission of Bids 4.3.1 Insert the following sentence into Paragraph 4.3.1 as the last sentence: Deliver copies of the bid and any other documents required in duplicate on or before the time and at the location specified in the legal advertisement or Notice to Bidders. ARTICLE 5 - CONSIDERATION OF BIDS 5.3 Acceptance of Bid (Award) 5.3.1 Insert the following sentence into paragraph 5.3.1 as the last sentence: Notice of acceptance or rejection of bids by Owner shall be given within Thirty days (30) of the receipt of bids. ARTICLE 8 – FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR 8.1 Replace paragraph 8.1 with following: The contract between Owner and Contractor shall be written using Owner’s standard contracting Procedures and Forms. Reference Specifications section 00 52 13, Agreement Between Owner and Contractor. The Contractor has ten (10) days after the Owner’s governing board’s approval to execute the contract between Owner and Contractor. This date shall be fixed in a Notice to Proceed. Contractor shall submit the following items prior to the execution of a contract: a. Schedule of Values in a format suitable to the Engineer/Architect and Owner. b. All Insurance Certificates required. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS 00 22 13 - 3 END OF SECTION 00 22 13 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 BID PROPOSAL FORM 00 41 71 - 1 BID PROPOSAL FORM PROJECT NAME: Woodland Springs Inc. Swimming Pool Replacement 3535 E 116 th Street Carmel, Indiana 46033 OWNER: Woodland Springs Inc. 3535 E 116 th Street Carmel, Indiana BID DATE: Date: February 15, 2018 TIME: Time: 1:00 PM LOCATION: Kirkpatrick Management, 5702 Kirkpatrick Way, Indianapolis, IN 46220 I have received, carefully reviewed, and understand the Contract Documents. I propose to furnish all materials and labor necessary to complete the Work according to the Contract Documents as prepared by: Aquatic & Recreation Design. BIDDER NAME: _________________________________________________________ ADDRESS: __________________________________________________ P.O.BOX/ZIP: __________________________________________________ CITY/STATE/ZIP: __________________________________________________ TELEPHONE: ____________________ FAX: ____________________ E-MAIL: ___________________________________________________ BASE BID AMOUNT: $_____________________________________________________________________ (Written) _____________________________________________________________________________ ______________________________________________________________________________ WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 BID PROPOSAL FORM 00 41 71 - 2 LIST OF MAJOR SUBCONTRACTORS AND MANUFACTURERS: (to be submitted in its entirety in the space below) Each bidder, with their bid, shall submit a complete list of major subcontractors, suppliers and manufacturers furnishing and/or installing materials and products specified on this project. PRINCIPAL SUBCONTRACTORS & MATERIAL SUPPLIERS (Use Base Bid as criteria for determinations) AQUATIC CONTRACTOR _________________________________________________________ GENERAL CONTRACTOR / ________________________________________________________ GENERAL SUBCONTRACTOR SITE SUBCONTRACTOR _________________________________________________________ ELECTRICAL SUBCONTRACTOR _________________________________________________________ POOL FILTERS _________________________________________________________ POOL CIRCULATING PUMPS _________________________________________________________ POOL CHEMICAL CONTROLLER _________________________________________________________ POOL SHOTCRETE CONTRACTOR _________________________________________________________ (IF APPLICABLE) END OF SECTION 00 41 71 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AGREEMENT BETWEEN OWNER AND CONTRACTOR 00 52 13 - 1 SECTION 00 52 13 – AGREEMENT BETWEEN OWNER AND CONTRACTOR PART 1 - GENERAL 1.1 DESCRIPTION The Agreement shall be the Woodland Springs Inc. Standard Construction Agreement, a copy of which is bound within these documents, and which when executed, will become a part of the Contract Documents of the successful bidder. END OF SECTION 00 52 13 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 GENERAL CONDITIONS 00 72 00 - 1 SECTION 00 72 00 – GENERAL CONDITIONS OF THE CONTRACT PART 1 - GENERAL 1.1 DESCRIPTION The General Conditions shall be AIA Document A201 - 2007 Edition, a copy of which is bound within these documents, and which when executed, will become a part of the Contract Documents of the successful bidder. END OF SECTION 00 72 00 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 SUPPLEMENTARY CONDITIONS 00 73 00 - 1 SUPPLEMENTARY CONDITIONS The following Supplementary Conditions modify the "General Conditions of the Contract for Construction," AIA Document A201, 2007 Edition – Electronic Format. Where portions of the General Conditions remain unaltered or not referred to herein, the unaltered provisions shall remain in effect. A Copy of the “General Conditions of the Contract for Construction”, AIA Document A201 is bound in this document. END OF SECTION 00 73 00 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 SUMMARY OF WORK 01 10 00 - 1 SECTION 01 10 00 – SUMMARY OF WORK 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 Work of this Section. 1.2 PROJECT DESCRIPTION A. Woodland Springs Inc., Pool Replacement B. Contract Documents, dated 1-15-2018 were prepared for the Project by: Aquatic & Recreation Design, LLC 1909 W. Peoga Lake Drive Trafalgar IN 46181 1.3 PROJECT SUMMARY A. The project consists of the replacement of the swimming pool envelope and related systems. B. The replacement of the wading pool envelope and related systems. C. Renovation of the existing swimming pool equipment building. D. The replacement of the existing pool deck and retaining walls and related deck drainage systems. E. The replacement of the underground deck drainage system and inclusion of a portion of the clubhouse downspouts into the deck drainage system. F. Replacement of perimeter retaining walls. G. General site grading as shown on the drawings H. After the mandatory pre-bid walk through, the Aquatic Contractor (AQC) is responsible for insuring that their subcontractors visit the project site and verify existing conditions prior to the date of bidding. Arrangements for visits must be made through the Woodland Springs Inc. project coordinator. I. Project Completion Date: The pool area will be ready for occupancy by the Owner per the project schedule. 1.4 PROJECT INFORMATION A. The Work will be constructed under a single prime contract. C. Permits and fees associated with construction are the responsibility of the Contractor. D. Codes: Comply with applicable codes and regulations of authorities having jurisdiction. 1.5 ASBESTOS CONTAINING MATERIALS A. If any other suspect Asbestos Containing Materials are discovered during the course of the work, Owner shall perform testing and, if determined to be regulated asbestos containing building materials, Category I WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 SUMMARY OF WORK 01 10 00 - 2 or Category II non-friable asbestos containing materials, the Owner will be responsible to remove materials in compliance with regulatory standards. Contact NWSC Project Coordinator 1.6 CONTRACTOR USE OF PREMISES A. General: During the construction period the Contractors shall coordinate with the Owner for use of the premises for construction operations, including use of the site. The Contractor's use of the premises is limited by the Owner's use of the facility and right to perform construction with its own forces or to employ separate contractors on portions of the project. B. Use of the Site: Limit use of premises to areas as approved by the Owner. Do not disturb portions of the site beyond the areas indicated. 1. Owner will vacate the site where the Work will be performed. 2. Keep driveways and entrances clear. Do not use these areas for parking or material storage. Schedule deliveries to minimize on-site storage of materials and equipment. B. Limit use of the premises to construction activities in areas indicated; allow for Owner occupancy and use by the public. C. Contractors and suppliers shall maintain an atmosphere of professionalism while on grounds. a. Use of profane or lewd language by workers will not be tolerated. b. Any worker wearing clothing containing vulgar or inappropriate content will be asked to leave the premises immediately. c. Use of radios/loud music will not be permitted. D. Storage of materials for construction activities on site is permissible only upon approval by the Owner’s project Coordinator. 1. Each Contractor shall assume complete responsibility for the protection and safekeeping of products under this Contract, stored on the site. 2. Each Contractor shall move his stored products that interfere with operation of the Owner or separate Contractor. E. Coordinate use of the premises, under direction of the assigned the Owner’s Project Coordinator. F. Existing Conditions: It is the Contractor’s responsibilities to field verify existing conditions and dimensions. The Contractor requiring said verification for the construction or fabrication of his material shall be the Contractor responsible for procurement of the field information. 1. Notify the Architect/Engineer immediately of existing conditions differing from those indicated on the Drawings. Do not remove or alter structural components without prior written approval. G. Each Contractor shall be responsible for securing his work and equipment at the close of each workday. 1.7 OWNER OCCUPANCY A. Owner Occupancy: The Owner will have occasional use of the Clubhouse during construction of this project. The Contractor shall accommodate the Owner needs for by parking as needed during the entire construction period. Perform the Work so as not to interfere with the Owner's operations. PART 2 - PRODUCTS (Not Applicable) WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 SUMMARY OF WORK 01 10 00 - 3 PART 3 - EXECUTION (Not Applicable) END OF SECTION 01 10 00 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 ALLOWANCES 01 21 00 - 1 SECTION 01 21 00 - ALLOWANCES PART 1 - GENERAL A. Allowances are established to defer selection of actual materials and equipment until additional information is available. Additional requirements will be issued by Proposal Request. B. Types of allowances required include the following: 1. Contingency allowances. 2. See schedule of allowances at the end of this section. C. Division 1 Section 01 26 00 "Contract Modification Procedures" specifies procedures for submitting and handling Proposal Requests and the final Change Order. D. Selection and Purchase: At the earliest practical date after award of the Contract, advise the Architect of the date when selection and purchase of each product or system described by an allowance must be completed to avoid delaying the Work. F. Allowances: Prime Contractor’s overhead and profit, including bond markups, shall be included in the Base Bid and not as part of the allowance. 1. The Contractor’s combined profit and overhead on all Change Orders after all allowances are exhausted shall be limited to a maximum of 15%. 2. At Project closeout, credit unused amounts remaining in the contingency allowance to Owner by the final Change Order. G. Contingency Allowances: Use contingency allowance only as directed for the Owner's purposes and only by approved Proposal Requests that indicate amounts to be charged to the allowance. PART 2 - PRODUCT (Not Applicable) PART 3 - EXECUTION A. Examine products covered by an allowance promptly upon delivery for damage or defects. B. Coordinate materials and their installation for each allowance with related materials and installations to ensure that each allowance item is completely integrated and interfaced with related work. C. Schedule of Allowances: 1. Allowance No. 1 – Contingency Allowance: Provide a contingency allowance of $10,000.00. Contingency allowance shall be used only as directed for Owner’s purposes, and only by approved Proposal Requests that designate amounts to be charged to the contingency allowance. At time of project closeout, unused amounts remaining in contingency allowance will be credited to Owner by the final Change Order. END OF SECTION 01 21 00 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 ALTERNATES 01 23 00 - 1 SECTION 01 23 00 - ALTERNATES PART 1 - GENERAL 1.1 GENERAL A. To allow the Owner to compare total costs where alternative materials and methods might be used, and to enable the Owner's decision prior to awarding the Contract, certain alternatives have been established as described in this Section of these Specifications. B. Required alternatives are worded briefly. Claims for additional compensation will not be granted because of manifest omissions or discrepancies due to the brevity. Pertinent Sections of these Specifications describe the materials and methods required under the various alternatives. C. Each bidder shall submit with his proposal in the space provided on the Bid Proposal Forms the total cost for stated alternates identifying the additions or deductions from the base bid lump sum amount for substituting, omitting, adding, changing, or altering materials, equipment, or construction from that shown on the Drawings or specified. D. The difference in cost shall include omissions, changes, alterations, additions, and adjustments of trades as may be necessary because of each addition, substitution, omission, change, or alteration. E. If the Owner elects to proceed on the basis of one or more of the Alternates, make modifications to the Work required in the furnishing and installation of the selected Alternate(s) to the approval of the Architect and at no additional cost to the Owner other than as proposed on the Bid Proposal Forms. 1.2 SUMMARY A. This Section specifies administrative and procedural requirements for Alternates. B. Definition: An Alternate is an amount proposed by Bidders and stated on the Bid Proposal Form for certain construction activities defined in the Bidding Requirements that may be added to or deducted from Base Bid amount if the Owner decides to accept a corresponding change in either the amount of construction to be completed, or in the products, materials, equipment, systems or installation methods described in Contract Documents. C. Coordination: Coordinate related Work and modify or adjust adjacent Work as necessary to ensure that Work affected by each accepted Alternate is complete and fully integrated into the project. D. Notification: Immediately following the award of the Contract, prepare and distribute to each party involved, notification of the status of each Alternate. Indicate whether Alternates have been accepted, rejected or deferred for consideration at a later date. Include a complete description of negotiated modifications to Alternates. 1.3 SUMMARY OF ALTERNATES A. VOLUNTARY ALTERNATE (Optional): Provide a ‘Shotcrete’ application for swimming pool as shown on the drawings. Concrete thickness and reinforcing steel are to be the same size as shown on the drawings for the form-and-pour concrete pool. PART 2 - PRODUCTS 2.1 Refer to the referenced specification sections in the Project Manual. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 ALTERNATES 01 23 00 - 2 PART 3 - EXECUTION 3.1 Install in accordance with technical specification Sections in the Project Manual and in strict accordance with the manufacturer’s installation instructions. END OF SECTION 01 23 00 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 SUBSTITUTION PROCEDURES 01 25 00 - 1 SECTION 01 25 00 - SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. This Section specifies administrative and procedural requirements for handling requests for substitutions made before award of the Contract. 1.2 DEFINITIONS A. Definitions used in this Article are not intended to change or modify the meaning of other terms used in the Contract Documents. B. Substitutions: Requests for changes in products, materials, equipment, and methods of construction required by Contract Documents proposed by the Contractor before award of the Contract are considered requests for "substitutions." The following are not considered substitutions: 1. Revisions to Contract Documents requested by the Owner or Architect. 2. Specified options of products and construction methods included in Contract Documents. 3. The Contractor's determination of and compliance with governing regulations and orders issued by governing authorities. 1.3 SUBMITTALS A. Substitution Request Submittal: Requests for substitution will be considered if received at least 10 days prior to the date for receipt of bids. Requests received after this time will not be considered. PART 2 - PRODUCTS 2.1 SUBSTITUTIONS A. Contractor's Substitution Request Form: Bidders shall submit substitution requests to the Architect on the "Contractor Substitution Request Form" attached at the end of this Section. B. Conditions: The Contractor's substitution request will be received and considered by the Owner’s Representative when one or more of the following conditions are satisfied, as determined by the Owner’s Representative; otherwise requests will be returned without action except to record noncompliance with these requirements. 1. Extensive revisions to Contract Documents are not required. 2. Proposed changes are in keeping with the general intent of Contract Documents. 3. The request is timely, fully documented and properly submitted. 4. The request is directly related to an "or equal" clause or similar language in the Contract Documents. 5. The specified product or method of construction cannot be provided within the Contract Time. The request will not be considered if the product or method cannot be provided as a result of failure to pursue the Work promptly or coordinate activities properly. 6. The specified product or method of construction cannot receive necessary approval by a governing authority. 7. A substantial advantage is offered the Owner, in terms of cost, time, energy conservation or other considerations of merit, after deducting offsetting responsibilities the Owner may be required to bear. Additional responsibilities for the Owner may include additional compensation to the Architect for redesign and evaluation services, increased cost of other construction by the Owner or separate Contractors, and similar considerations. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 SUBSTITUTION PROCEDURES 01 25 00 - 2 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 incompatibility. 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. 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. 11. Where a proposed substitution involves more than one prime Contractor, each Contractor shall cooperate with the other Contractors involved to coordinate the Work, provide uniformity and consistency, and to assure compatibility of products. C. The Contractor's submittal and the Architect's acceptance of Shop Drawings, Product Data or Samples that relate to construction activities not complying with the Contract Documents does not constitute an acceptable or valid request for substitution, nor does it constitute approval. PART 3 - EXECUTION (Not Applicable) WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 SUBSTITUTION PROCEDURES 01 25 00 - 3 CONTRACTOR'S REQUEST FOR SUBSTITUTION PROJECT: DATE: SPECIFICATION SECTION: ITEM(S): SPECIFIED MANUFACTURER: SPECIFIED MODEL NO: PROPOSED MANUFACTURER: PROPOSED MODEL NO: REASON/S FOR REQUEST FOR SUBSTITUTION Attach complete technical data, including laboratory tests, if applicable, in duplicate. A. Will approval affect dimensions shown on Drawings in any way? No Yes Explain: B. Will the Contractor pay for any changes to the building design, including engineering and detailing costs caused by the approval? No Yes Explain: C. Will approval affect the work of other trades? No Yes Explain: D. Manufacturer's guarantees of the proposed and specified items are: Same Different Explain: E. Does the proposed item meet all applicable Codes, Ordinances and regulations for this specific application? No Yes Explain: F. Has proposed item been used locally in similar applications? No Yes Explain: G. If approved, will the Owner receive a credit for the proposed alternate material? No Yes WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 SUBSTITUTION PROCEDURES 01 25 00 - 4 Explain: H. Does the proposed alternate material meet the same applicable standards (ASTM, ANSI, UL, FS, etc.) as the specified item? No Yes Explain: It is the Contractor's responsibility to provide all information necessary to determine the proposed alternate material is equal or better than the specified item. This includes any test reports, product data, manufacturer's specifications, color samples, product samples or the like as may be required for an evaluation. The Architect and Owner will not be required to prove any product is not equal or suitable to the Project. SUBMITTED BY: Firm: Address: Phone: Fax: Signature: Date: FOR ARCHITECT'S USE: Not Acceptable No Exceptions Taken Acceptable Substitution By: Date: END OF SECTION 01 25 00 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 CONTRACT MODIFICATION PROCEDURES 01 26 00 - 1 SECTION 01 26 00 – CONTRACT MODIFICATION PROCEDURES PART 1 - GENERAL 1.1 GENERAL A. Minor Changes in the Work: The Architect will issue instructions authorizing minor changes in the Work on Woodland Springs Inc. standard PR form. B. Owner-Initiated Proposal Requests: The Architect will issue a description of proposed changes in the Work that require adjustment to the Contract Sum or Time. The description may include supplemental or revised Drawings and Specifications. 1. Proposal requests are for information only. Do not consider them an instruction to stop work or to execute the proposed change. 2. Within 7 calendar days of receipt, submit an estimate of cost necessary to execute the change for the Owner's review. a. Include an itemized list of products required and unit costs, with the total amount of purchases. b. Indicate the effect the change will have on the Contract Time. c. Coordinate requirements for overhead and profit markups with 01 21 00 – Allowances, Article 1.1 General, Item F.1. C. Contractor-Initiated Proposal Requests: When unforeseen conditions require modifications, the Contractor may submit a request for a change to the Architect. This should be done through a formal REQUEST FOR INFORMATION (RFI). If the Architect and Owner deems necessary, a Proposal Request (PR) will be issued. 1. Describe the proposed change. Indicate reasons for the change and the effect of the change on the Contract Sum and Time. 2. Include an itemized list of products required and unit costs, with the total amount of purchases. D. Proposal Request Form: Use Woodland Springs Inc. standard PR form. E. Allowance Adjustment: Approved Proposal Requests will be deducted from the Allowances provided from the final change order. General Contractor’s overhead and profit, including bond markups, shall be included in the Base Bid and not as part of the allowance. Additional overhead and profit, including bond markups, for the cost of extra work to be paid from Allowance funds will not be considered for payment. F. Construction Change Directive: When Owner and Contractor disagree on the terms of a Proposal Request, the Architect may issue a Construction Change Directive on AIA Form G714 instructing the Contractor to proceed with a change. 1. The Construction Change Directive contains a description of the change and designates the method to be followed to determine change in the Contract Sum or Time. G. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive. 1. After completing the change, submit an itemized account and supporting data to substantiate Contract adjustments. H. Change Order Procedures: Upon the Owner's approval of a Proposal Request, the Architect will include approved items to a final Change Order at Substantial Completion on AIA Form G701. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 CONTRACT MODIFICATION PROCEDURES 01 26 00 - 2 END OF SECTION 01 26 00 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 PAYMENT PROCEDURES 01 29 00 - 1 SECTION 01 29 00 – PAYMENT PROCEDURES PART 1 – GENERAL 1.1 GENERAL A. Coordinate the Schedule of Values and Applications for Payment with the Contractor's Construction Schedule, Submittal Schedule, and List of Subcontracts. B. Schedule of Values: Coordinate preparation of the Schedule of Values with preparation of the Contractor's Construction Schedule. 1. Correlate line items in the Schedule of Values with other required administrative schedules and forms, including: a. Contractor's Construction Schedule. b. Application for Payment forms, including Continuation Sheets. c. List of subcontractors. d. Schedule of Alternates. e. Schedule of submittals. 2. Submit the Schedule of Values within ten (10) calendar days from execution of a contract with the Owner. C. Format and Content: Use the Project Manual table of contents as a guide to establish the format for the Schedule of Values. Submit a Master Schedule of Values with a listing total value for each individual school Project including accepted Alternates. This Master Schedule of Values shall be submitted with each Application for Payment. 1. Include the following Project identification: a. Project name and location. b. Name of Architect. c. Project number. d. Contractor's name and address. e. Date of submittal. 2. Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed: a. Related Specification Section or Division. b. Description of Work. c. Change Orders (numbers) that affect value. d. Dollar value, broken down into material and labor costs. e. Percentage of Contract Sum to nearest one-hundredth percent, adjusted to total 100 percent. 3. Provide a breakdown of the Contract Sum in sufficient detail to facilitate evaluation of Applications for Payment. Break subcontract amounts down into several line items. Round amounts to nearest whole dollar; the total shall equal the Contract Sum. 6. Include the total cost and proportionate share of general overhead and profit margin for each item. a. Temporary facilities and items that are not direct cost of work-in-place may be shown as separate line items or distributed as general overhead expense. 7. Each trade shall be broken down (material and labor separately) for each site. D. Applications for Payment shall be consistent with previous applications and payments as certified by the Architect and paid for by the Owner. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 PAYMENT PROCEDURES 01 29 00 - 2 E. Payment-Application Times: Payment dates are indicated in the Agreement. The period covered by each application is the period indicated in the Agreement. 1. Contractor Payment Applications must be approved by Woodland Springs Inc. In order to meet the Board Meeting Agenda cut-off date, approved Contractor Payment Applications must be received by Architect/Engineer at least 10-business days before the scheduled Board meeting date. Reference 00 01 24 for Board Meeting Dates. F. Payment-Application Forms: Use AIA Document G702 and Continuation Sheets G703 as the form for Applications for Payment. G. Application Preparation: Complete every entry, including notarization and execution by a person authorized to sign on behalf of the Contractor. The Architect will return incomplete applications without action. 1. Include amounts of Change Orders and Construction Change Directives approved prior to the last day of the construction period covered by the application. H. Transmittal: Submit one (1) executed original copy and two (2) additional copies of each Application for Payment to the Architect prior to the cutoff date. 1. Transmit each copy with a transmittal listing attachments and recording appropriate information related to the application. I. Waivers of Mechanics Lien: With each Application for Payment, submit waivers of lien from major subcontractors and suppliers who may file a lien arising out of the Contract and related to the Work covered by the payment. 1. Submit partial waivers on each item for the amount requested, prior to deduction for retainage, on each item. 2. Submit final or full waivers at project completion. 4. Waiver Forms: Submit waivers of lien on forms, and executed in a manner, acceptable to the Owner. J. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of the first Application for Payment include the following: 1. List of subcontractors. 2. List of principal suppliers and fabricators. 3. Master Schedule of Values. 4. Contractor's Construction Schedule (preliminary if not final). 5. Submittal Schedule (preliminary if not final). 6. List of Contractor's staff assignments. 7. Copies of building permits. 8. Copies of licenses from governing authorities. 9. Certificates of insurance and insurance policies. 10. Performance and payment bonds. K. Application for Payment at Substantial Completion: Following issuance of the Certificate of Substantial Completion, submit an Application for Payment. 1. Administrative actions and submittals that shall precede or coincide with this application include the following: a. Occupancy permits. b. Warranties and maintenance agreements. c. Maintenance instructions. d. Meter readings. e. Final test and balance reports. f. Changeover information related to Owner's occupancy. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 PAYMENT PROCEDURES 01 29 00 - 3 g. Final cleaning. h. Application for reduction of retainage and consent of surety. L. Final Payment Application: Administrative actions and submittals that must precede or coincide with submittal of the final Application for Payment include the following: 1. Completion of Project closeout requirements. 2. Completion of items specified for completion after Substantial Completion. 3. Transmittal of Project construction records to the Owner. 4. Proof that taxes, fees, and similar obligations were paid. 5. Removal of temporary facilities and services. 6. Change of door locks to Owner's access. PART 2 – PRODUCTS (Not Applicable) PART 3 – EXECUTION (Not Applicable) END OF SECTION 01 29 00 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 PROJECT COORDINATION 01 31 13 - 1 SECTION 01 31 13 – PROJECT COORDINATION 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 supervisory requirements necessary for Project coordination including, but not necessarily limited to: 1. Coordination. 2. Administrative and supervisory personnel. 3. General installation provisions. 4. Cleaning and protection. B. Progress meetings, coordination meetings and pre-installation conferences are included in Section 01 31 19 - Project Meetings. C. Requirements for the Contractor's Construction Schedule are included in Section 01 33 00 – Submittal Procedures. 1.3 COORDINATION A. Coordination: Coordinate construction activities included under various Sections of these Specifications to assure efficient and orderly installation of each part of the Work. Coordinate construction operations included under different Sections of the Specifications that are dependent upon each other for proper installation, connection, and operation. 1. Where installation of one part of the Work is dependent on installation of other components, either before or after its own installation, schedule construction activities in the sequence required to obtain the best results. 2. Where availability of space is limited, coordinate installation of different components to assure maximum accessibility for required maintenance, service and repair. 3. Make adequate provisions to accommodate items scheduled for later installation. B. Where necessary, prepare memoranda for distribution to each party involved outlining special procedures required for coordination. Include such items as required notices, reports, and attendance at meetings. 1. Prepare similar memoranda for the Owner and separate Contractors where coordination of their Work is required. C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following: 1. Preparation of schedules. 2. Installation and removal of temporary facilities. 3. Delivery and processing of submittals. 4. Progress meetings. 5. Project Close-out activities. D. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 PROJECT COORDINATION 01 31 13 - 2 1. Salvage materials and equipment involved in performance of, but not actually incorporated in, the Work. Refer to other sections for disposition of salvaged materials that are designated as Owner's property. 1.4 SUBMITTALS A. Coordination Drawings: Prepare and submit coordination Drawings as required per the specifications where close and careful coordination is required for installation of products and materials fabricated off-site by separate entities, and where limited space availability necessitates maximum utilization of space for efficient installation of different components. 1. Show the interrelationship of components shown on separate Shop Drawings. 2. Indicate required installation sequences. 3. Comply with requirements contained in the project’s sections. 4. Refer to Division 03, 09 and 13 for applicable submittal information. B. Staff Names: Within 15 days of Notice to Proceed, submit a list of the Contractor's principal staff assignments, including the Superintendent and other personnel in attendance at the site; identify individuals, their duties and responsibilities; list their addresses and telephone numbers. 1. Post copies of the list in the Project meeting room, the temporary field office, and each temporary telephone. PART 2 - PRODUCTS (Not Applicable). PART 3 - EXECUTION 3.1 GENERAL INSTALLATION PROVISIONS A. Inspection of Conditions: Require the Installer of each major component to inspect both the substrate and conditions under which Work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner. B. Manufacturer's Instructions: Comply with manufacturer's installation instructions and recommendations, to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in Contract Documents. C. Inspect materials or equipment immediately upon delivery and again prior to installation. Reject damaged and defective items. D. Provide attachment and connection devices and methods necessary for securing Work. Secure Work true to line and level. Allow for expansion and building movement. E. Visual Effects: Provide uniform joint widths in exposed Work. Arrange joints in exposed Work to obtain the best visual effect. Refer questionable choices to the Architect for final decision. F. Recheck measurements and dimensions before starting each installation. G. Install each component during weather conditions and Project status that will ensure the best possible results. Isolate each part of the completed construction from incompatible material as necessary to prevent deterioration. H. Coordinate temporary enclosures with required inspections and tests to minimize the necessity of uncovering completed construction for that purpose. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 PROJECT COORDINATION 01 31 13 - 3 I. Mounting Heights: Where mounting heights are not indicated, install individual components at standard mounting heights recognized within the industry for the particular application indicated. Refer questionable mounting height decisions to the Architect for final decision. 3.2 CLEANING AND PROTECTION A. During handling and installation, clean and protect construction in progress and adjoining materials in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion. B. Clean and maintain completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. C. Limiting Exposures: Supervise construction activities to ensure that no part of the construction, completed or in progress is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. Where applicable, such exposures include, but are not limited to, the following: 1. Excessive static or dynamic loading. 2. Excessive internal or external pressures. 3. Excessively high or low temperatures. 4. Thermal shock. 5. Excessively high or low humidity. 6. Air contamination or pollution. 7. Water or ice. 8. Solvents. 9. Chemicals. 10. Light. 11. Radiation. 12. Puncture. 13. Abrasion. 14. Heavy traffic. 15. Soiling, staining and corrosion. 16. Bacteria. 17. Rodent and insect infestation. 18. Combustion. 19. Electrical current. 20. High speed operation, 21. Improper lubrication, 22. Unusual wear or other misuse. 23. Contact between incompatible materials. 24. Destructive testing. 25. Misalignment. 26. Excessive weathering. 27. Unprotected storage. 28. Improper shipping or handling. 29. Theft. 30. Vandalism. D. Refer to Section 01 74 00 – Cleaning and Waste Management for additional construction cleaning requirements. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 PROJECT COORDINATION 01 31 13 - 4 END OF SECTION 01 31 13 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 PROJECT MEETINGS 01 31 19 - 1 SECTION 01 31 19 - PROJECT MEETINGS 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 administrative and procedural requirements for project meetings including but not limited to: 1. Pre-Construction Conference. 2. Progress Meetings. B. Construction schedules are included in Section 01 33 00 – Submittal Procedures. 1.3 PRE-CONSTRUCTION CONFERENCE A. The Architect will 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 and prior to commencement of construction activities. The meeting will review Contractor responsibilities and personnel assignments. B. Attendees: The Owner, Architect and their consultants, the Prime Contractor and its superintendent, all 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 such topics as: 1. Tentative construction schedule. 2. Critical Work sequencing. 3. Designation of responsible personnel. 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 per Owner's requirements. 10. Office, Work and storage areas. 11. Equipment deliveries and priorities. 12. Safety procedures. 13. First aid. 14. Security. 15. Housekeeping. 16. Working hours. 1.4 PROGRESS MEETINGS A. The Architect will conduct progress meetings every two weeks until the end of the Project. The Architect will establish the meeting location. Owner and Architect both reserve the right to schedule and conduct additional progress meetings at their discretion. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 PROJECT MEETINGS 01 31 19 - 2 B. Attendees: In addition to representatives of the Owner and Architect, each Contractor, 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. D. Reporting: No later than 4 days after each progress meeting date, the Architect will distribute copies of minutes of the meeting to each party present and to other parties who should have been present. 1. Schedule Updating: The Contractor shall revise the construction schedule when revisions to the schedule have been made or recognized. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) END OF SECTION 01 31 19 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 SUBMITTAL PROCEDURES 01 33 00 - 1 SECTION 01 33 00 - SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. This Section specifies administrative and procedural requirements for submittals required for performance of the Work, including; 1. Schedule of Submittals. 2. Contractor's construction schedule. 3. Shop Drawings. 4. Product Data, including MSDS Data Sheets. 5. Samples. 6. Architect’s action. B. Administrative Submittals: Refer to other Division-1 Sections and other Contract Documents for requirements for administrative submittals. 1.2 SUBMITTAL PROCESSING A. Schedule of Submittals: All Contractors are required to submit a complete Schedule of Submittals. The Schedule of Submittals shall be submitted to the Architect’s office within fourteen (14) calendar days from the date of the Contract between the Owner and Contractor has been executed. B. Submittal Processing: All shop drawings, product data, and samples, other than those mentioned elsewhere, are to be submitted to the Architect’s office within thirty (30) calendar days from the date of the Contract between the Owner and Contractor. C. Submittal Requirements Prior to the Execution of the Contract: The Contractor has ten (10) calendar days after the Owner’s governing board’s approval to execute the contract between Owner and Contractor. This date shall be fixed in a Notice to Proceed. Contractor shall submit the following items 1. The Master Schedule of Values with a listing total value for each individual school Project including accepted Alternates. 2. Wage Letters from General Contractor and all Subcontractors. 3. All required bonds. 4. All required insurance certificates. 5. Subcontractor’s list with contact information. 6. Major manufacturers and suppliers representing 5 percent or more of the contract sum. 1.3 CONTRACTOR'S CONSTRUCTION SCHEDULE A. Construction Schedule: Provide a CPM type flow chart showing all construction activity. Provide a continuous vertical line to identify the first working day of each week. Use the same breakdown of units of the Work as indicated in the "Schedule of Values". 1. Prepare the schedule on a sheet, or series of sheets on reproducible media, of sufficient width to show data for the entire construction period. Also provide electronic file in the form of Adobe PDF or MS Project format. 2. Coordinate the Contractor's construction schedule with the schedule of values, list of subcontracts, submittal schedule, progress reports, payment requests and other schedules. 3. Submit the initial Project Construction Schedule within 15 days of the Preconstruction Meeting between the Contractor, Subcontractors, Owner and the Architect. The Preconstruction Meeting is to be scheduled at the direction of the Owner but in no case later than 30 days following the receipt of a fully executed contract. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 SUBMITTAL PROCEDURES 01 33 00 - 2 B. Schedule Revisions: If the Project Construction Schedule is not being met, it shall be the right of the Owner to require updated revised copies of the Project Construction Schedule as a prerequisite to submission and review of the monthly payment applications. If requested by Owner or Architect, the contractor shall provide written explanation of why “behind schedule” items are behind schedule. 1.4 SUBMITTAL PROCEDURES A. Coordination: Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals and related activities that requires sequential activity. 1. The Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. B. 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 resubmittal. 1. Allow 10 calendar days from date of receipt of submittal by Architect for initial review. The Architect will promptly advise the Contractor when a submittal being processed must be delayed for coordination with other submittals. 2. If an intermediate submittal or resubmittal is necessary, process the same as the initial submittal. 3. Allow 10 calendar days from date of receipt by Architect for reprocessing each resubmittal. 4. 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. 5. No reproduction of Contract Documents will be allowed or acceptable as submittals. C. 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. D. Do not use Shop Drawings without an appropriate final stamp indicating action taken in connection with construction. E. Do not permit use of unmarked copies of submittals in connection with construction. F. Performance of work prior to Architect’s approval of product data is done at the sole risk of the Contractor. The Contractor shall be solely responsible for corrections, repairs, and/or replacement of work that is incorrectly performed prior to Architect’s approval. G. Contractor responsible to distribute copies of reviewed submittals as appropriate and in a timely manner. Instruct parties to promptly report any inability to comply with requirements. H. All submittals shall be prepared as electronic files in the form of Adobe PDF, MS Word, or MS Excel formats. I. All shop drawings shall be transmitted to the Architect electronically via upload to Owner’s Procore Project Management Website. 1.5 SHOP DRAWINGS A. Shop Drawings include fabrication and installation drawings, setting diagrams, schedules, patterns, templates and similar drawings. The Contractor shall review Shop Drawings prior to submittal to the Architect. Include the following information: 1. Dimensions. 2. Identification of products and materials included. 3. Compliance with specified standards. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 SUBMITTAL PROCEDURES 01 33 00 - 3 4. Notation of coordination requirements. 5. Notation of dimensions established by field measurement. 6. Submittals: Submit one electronic file in the form of Adobe PDF, MS Word, or MS Excel formats using Owner’s Procore Project Management Website. 7. Do not use Shop Drawings without an appropriate final stamp indicating action taken in connection with construction. 8. All comments, corrections, or other information on submittals generated by Contractor’s review shall be marked in green so as to clearly identify the initiator of the marks. 9. All shop drawings shall be transmitted to the Architect electronically via Owner’s Procore Project Management Website. B. Contractor’s Review: Apply Contractor’s stamp or notation; certifying that review, approval, verification of Products required, field dimensions, adjacent construction work, and coordination of information is accordance with the requirements of the Work and Contract Documents. Submittals which are received from sources other than through the Contractor will be returned without review or action taken. 1.6 PRODUCT DATA A. Product Data: 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, MSDS Data Sheets, 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." Include the following information: 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. g. Submittals: Submit one electronic copy of each required submittal; Contractor shall be responsible for copies where required for maintenance and operations manuals. The Architect will electronically mark with action taken and corrections or modifications required and return as a digitally signed and locked electronic PDF file. Contractor is responsible to transmit/make printed copies as required for their vendors and subcontractors. 1) Unless noncompliance with Contract Document provisions is observed, the submittal may serve as the final submittal. h. All comments, corrections, or other information on submittals generated by Contractor’s review shall be marked in green so as to clearly identify the initiator of the marks. B. Contractor’s Review: Apply Contractor’s stamp or notation; certifying that review, approval, verification of Products required, field dimensions, adjacent construction work, and coordination of information is accordance with the requirements of the Work and Contract Documents. Submittals that are received from sources other than through the Contractor will be returned without review or action taken. 1.7 SAMPLES A. Samples: Submit triplicate, 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 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 SUBMITTAL PROCEDURES 01 33 00 - 4 showing color, texture and pattern. 1. Mount, display, or package Samples in the manner to facilitate review of qualities indicated. 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 variations 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. 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 the action taken. 4. Maintain sets of Samples, as returned, at the Project site, for quality comparisons throughout the course of construction. 1.8 ARCHITECT'S ACTION A. Except for submittals for record, information or similar purposes, where action and return is required or requested, the Architect will review each submittal, notate to indicate action taken, and return promptly. 1. The Architect will review shop drawings only for conformance with the design concept of the Project and with the information given in the Contract Documents. The Architect's review of a separate item shall not indicate review of an assembly in which the item functions. 2. The Architect's review of shop drawings shall not relieve the Contractor of responsibility for any deviation from the requirements or the Contracts documents unless the Contractor has informed the Architect in writing of such deviation at the time of submission and the Architect has given written approval to the specific deviation, nor shall the Architect's action relieve the Contractor from responsibility for errors or omissions in the shop drawings. 3. Notations and remarks added to shop drawings by the Architect are to insure compliance to Drawings and Specifications and do not imply a requested or approved change to contract cost. Should the Architect’s notations and remarks result in a change in contract cost it is the responsibility of the Contractor to advise the Architect accordingly prior to performance of the work in question. If work that has been changed by the Architect’s review comments is performed without notifying the Architect and Owner of additional costs, any additional cost for the work shall be the sole responsibility of the Contractor. 4. Should deviations, discrepancies, or conflicts between shop and the Contract Documents be discovered, either prior to or after review, Contract Documents shall control and be followed. B. Action Stamp: The Architect 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. Final Unrestricted Release: Work may proceed, provided it complies with contract documents, when submittal is returned with the following: a. Marking: "RELEASED - NO COMMENTS" WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 SUBMITTAL PROCEDURES 01 33 00 - 5 2. Final-But Restricted Release: Work may proceed, provided it complies with notations and corrections on submittal and with contract documents, when submittal is returned with the following: a. Marking: "REVIEWED AND RELEASED AS NOTED" “SEE ATTACHED TRANSMTTAL FOR ADDITIONAL COMMENTS” 3. Returned for Resubmittal: Do not proceed with work. Revise submittal in accordance with notations thereon, and resubmit without delay to obtain a different action marking. Do not allow submittals with the following marking (or unmarked submittals where a marking is required) to be used in connection with performance of the work: a. Marking: "REVIEWED - RESUBMIT" b. Marking: "NOT APPROVED - RESUBMIT" c. Marking: “RESUBMIT SPECIFIED ITEM” 4. Other Action: Where a submittal is primarily for information or record purposes, special processing or other activity, the submittal will be returned, marked "Action Not Required". 5. Corrected Copy: Work may proceed but resubmittal of corrected submittals is required. Resubmit corrected copy incorporating all review comments throughout the entire submittal. PART 2 - PRODUCTS (Not Applicable). PART 3 - EXECUTION (Not Applicable). END OF SECTION 01 33 00 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 REFERENCES 01 42 00 - 1 SECTION 01 42 00 - REFERENCES PART 1 – GENERAL 1.1 DEFINITIONS A. Definitions: Basic contract definitions are included in the Conditions of the Contract. B. "Indicated" refers to graphic representations, notes, or schedules on the Drawings; or to other paragraphs or schedules in the Specifications and similar requirements in the Contract Documents. Terms such as "shown," "noted," "scheduled," and "specified" are used to help the user locate the reference. Location is not limited. C. "Directed," "requested," "authorized," "selected," "approved," "required," and "permitted" mean directed by the Architect, requested by the Architect, and similar phrases. D. "Approved," when used in conjunction with the Architect's action on the Contractor's submittals, applications, and requests, is limited to the Architect's duties and responsibilities as stated in the Conditions of the Contract. E. "Regulations" includes laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, as well as rules, conventions, and agreements within the construction industry that control performance of the Work. F. "Furnish" means to supply and deliver to the Project site, ready for unloading, unpacking, assembly, installation, and similar operations. G. "Install" describes operations at the Project site including the actual unloading, temporary storage, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. H. "Provide" means to furnish and install, complete and ready for the intended use. I. "Installer" is the Contractor or another entity engaged by the Contractor, either as an employee, subcontractor, or contractor of lower tier, to perform a particular construction activity, including installation, erection, application, or similar operations. Installers are required to be experienced in the operations they are engaged to perform. 1. The term "experienced," when used with the term "installer," means having successfully completed a minimum of five previous projects similar in size and scope to this Project; being familiar with the special requirements indicated; and having complied with requirements of authorities having jurisdiction. J. "Project site" is the space available to the Contractor for performing construction activities, either exclusively or in conjunction with others performing other work as part of the Project. The extent of the Project site is shown on the Drawings and may or may not be identical with the description of the land on which the Project is to be built. K. "Testing Agencies": A testing agency is an independent entity engaged to perform specific inspections or tests, either at the Project site or elsewhere, and to report on and, if required, to interpret results of those inspections or tests. L. Specification Format: These Specifications are organized into Divisions and Sections based on the 50- division format and CSI/CSC's "MasterFormat 2004" numbering system. M. Specification Content: These Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows: 1. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be interpolated as the sense requires. Singular words shall be interpreted as plural WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 REFERENCES 01 42 00 - 2 and plural words interpreted as singular where applicable as the context of the Contract Documents indicates. 2. Streamlined language is generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by the Contractor. At certain locations in the Section Text, subjective language is used for clarity to describe responsibilities that must be fulfilled indirectly by the Contractor or by others when so noted. a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase. N. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. O. Publication Dates: Comply with standards in effect as of the date of the Contract Documents. P. Copies of Standards: Copies of applicable standards are not bound with the Contract Documents. Where copies of standards are needed to perform a required construction activity, the Contractor shall obtain copies directly from the publication source and make them available on request. Q. Abbreviations and Names: Where abbreviations and acronyms are used in the Specifications or other Contract Documents, they mean the recognized name of the trade association, standards-producing organization, authorities having jurisdiction, or other entity applicable to the context of the text provision. Refer to Gale Research's "Encyclopedia of Associations" or Columbia Books' "National Trade & Professional Associations of the U.S.," which are available in most libraries. R. Permits, Licenses, and Certificates: For the Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work. PART 2 – PRODUCTS (Not Applicable) PART 3 – EXECUTION (Not Applicable) END OF SECTION 01 42 00 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 QUALITY CONTROL 01 45 00 - 1 SECTION 01 45 00 - QUALITY CONTROL PART 1 - GENERAL 1.1 SUMMARY A. Quality-control services include inspections, tests, and related actions, including reports performed by Contractor, by independent agencies, and by governing authorities. They do not include contract enforcement activities performed by the Architect. B. Contractor Responsibilities: Unless they are the responsibility of another entity, Contractor shall provide inspections and tests specified elsewhere and required by authorities having jurisdiction. Costs for these services are included in the Contract Sum. 1. Where inspections and tests are the Contractor's responsibility, the Contractor shall employ and pay a qualified independent testing agency to perform these services. Costs for these services are included in the Contract Sum. 2. Where inspections and tests are the Owner's responsibility, the Owner will employ and pay a qualified independent testing agency to perform those services. a. Where the Owner engages an agency to test or inspect part of the Work and the Contractor is required to engage an entity to test or inspect the same or related element, the Contractor shall not employ the entity engaged by the Owner, unless the Owner agrees in writing. C. Retesting: The Contractor is responsible for retesting where results of inspections and tests prove unsatisfactory and indicate noncompliance with requirements. 1. The cost of retesting is the Contractor's responsibility where tests performed indicated noncompliance with requirements. D. Auxiliary Services: Cooperate with agencies performing inspections and tests. Provide auxiliary services as requested. Notify the agency in advance of operations to permit assignment of personnel. Auxiliary services include the following: 1. Providing access to the Work. 2. Furnishing incidental labor and facilities to assist inspections and tests. 3. Taking adequate quantities of representative samples of materials that require testing or assisting the agency in taking samples. 4. Providing facilities for storage and curing of test samples. 5. Delivering samples to testing laboratories. 6. Providing preliminary design mix proposed for use for materials mixes that require control by the testing agency. 7. Providing security and protection of samples and test equipment. E. Duties of the Testing Agency: The testing agency shall cooperate with the Architect and the Contractor in performing its duties. The agency shall provide qualified personnel to perform inspections and tests. 1. The agency shall notify the Architect and the Contractor of irregularities or deficiencies observed in the Work during performance of its services. 2. The agency shall not release, revoke, alter, or enlarge requirements or approve or accept any portion of the Work. 3. The agency shall not perform duties of the Contractor. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 QUALITY CONTROL 01 45 00 - 2 F. Coordination: Coordinate activities to accommodate services with a minimum of delay. Avoid removing and replacing construction to accommodate inspections and tests. 1. The Contractor is responsible for scheduling inspections, tests, taking samples, and similar activities. G. Submittals: The testing agency shall submit a certified written report of each inspection and test to the Owner, Architect, and Contractor. If the Contractor is responsible for the service, submit a certified written report of each inspection or test through the Contractor. 1. Submit additional copies of each report to the governing authority, when the authority so directs. 2. Report Data: Reports of each inspection, test, or similar service include, but are not limited to, the following: a. Date of issue. b. Project title and number. c. Name, address, and telephone number of testing agency. d. Dates and locations of samples and tests or inspections. e. Names of individuals making the inspection or test. f. Designation of the Work and test method. g. Identification of product and Specification Section. h. Complete inspection or test data. i. Test results and an interpretation of test results. j. Ambient conditions at the time of sample taking and testing. k. Comments or professional opinion on whether inspected or tested Work complies with requirements. l. Name and signature of laboratory inspector. m. Recommendations on retesting. H. Qualifications for Service Agencies: Engage inspection and testing service agencies that are prequalified as complying with the American Council of Independent Laboratories' "Recommended Requirements for Independent Laboratory Qualification" and that specialize in the types of inspections and tests to be performed. 1. Each agency shall be authorized by authorities having jurisdiction to operate in the state where the Project is located. PART 2 – PRODUCTS (Not Applicable) PART 3 - EXECUTION A. Repair and Protection: Upon completion of inspection, testing, and sample taking, repair damaged construction. Restore substrates and finishes. Comply with Division 1 Section "Cutting and Patching." B. Protect construction exposed by or for quality-control service activities, and protect repaired construction. END OF SECTION 01 45 00 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 1 SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 SUMMARY A. This Section specifies requirements for temporary services and facilities, in addition to and not a limitation of that required by General Conditions. B. The Contractor shall confine their activities to the areas directly related to the scope of work required at each specific school site. C. The Contractor will coordinate with the Owner for access to each site for construction storage, parking and staging areas. The Contractor is responsible to repair any damage to the site caused by work on this Project. D. All contractors are responsible for the proper receiving, handling, transporting, installing and maintaining any construction material, product, equipment or system they have contracted or subcontracted for. 1.2 PROJECT CONDITIONS A. Temporary Utilities: Existing electrical and water services may be used for construction purposes. The Owner will pay for these services. 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 MATERIALS AND EQUIPMENT A. General: Provide new equipment and materials; if acceptable to the Architect, undamaged, previously used equipment and materials in serviceable condition may be used. Provide equipment suitable for use intended. B. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of construction personnel. Comply with requirements of authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities. C. Water Hoses: Provide 3/4" heavy-duty, abrasion-resistant, flexible rubber hoses 100 ft. long, with pressure rating greater than the maximum pressure of the water distribution system; provide adjustable shut-off nozzles at hose discharge. D. Electrical Outlets: If existing outlets are not readily available or suitable for use, 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. E. 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. F. Internet Access: The Contractor shall be responsible to provide their own wired or wireless Internet access from their office and jobsite. The Owner will not supply internet access to the Contractor on the jobsite. G. Temporary 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. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 2 Provide exterior fixtures where exposed to moisture. H. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction operations. Comply with requirements of authorities having jurisdiction. I. Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel. J. Existing Elevator Use: Use of the Owner’s existing elevators will not be permitted. K. Barriers: Provide barriers to prevent and protect unauthorized entry to construction areas and to protect existing facilities from damage from construction operations and demolition. L. Security: Each Contractor is responsible for their own security of materials and equipment necessary for completion of the work. M. First Aid Supplies: Comply with governing regulations. 2.2 COMMUNICATIONS AND RECORDS A. Communications: The Contractor shall maintain a cellular phone or other communication equipment for the Contractor’s field superintendent at all times so that the superintendent is readily available for immediate communication with the Architect. 1. All contractors shall maintain a list of important telephone numbers at each job site. B. Construction Documents: All contractors shall display a clean set of Construction Documents at the job site that are readily available to the Owner and Architect. PART 3 - EXECUTION 3.1 INSTALLATION 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. C. Building envelope shall be left in a secured fashion at the end of each work day. Under no circumstances will temporary openings that will allow access to building be left open overnight. 3.2 COLLECTION AND DISPOSAL OF WASTE A. Collect waste from construction areas and elsewhere daily per the requirements set forth in 017400 Cleaning and Waste Management. 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. END OF SECTION 01 50 00 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 PRODUCT REQUIREMENTS 01 60 00 - 1 SECTION 01 60 00 - PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. The Work of this Section shall be included as a part of the Contract Documents of each Contractor on this Project. 1.2 SUMMARY A. It is the intent of the Specifications and Drawings to accomplish a complete installation in which there shall be installed new materials and products of the latest and best design and manufacturer. Workmanship shall be thoroughly first-class and complete, executed by competent and experienced workmen. B. Equipment, specialties, and similar items shall be checked for compliance and fully approved prior to installation. Contractors are cautioned that work or equipment installed without approval is subject to condemnation, removal, and subsequent replacement with an approved item without extra compensation. 1.3 DEFINITIONS A. Definitions used in this Article are not intended to change the meaning of other terms used in the Contract Documents, such as "specialties," "systems," "structures," "finishes," "accessories," and similar terms. Such terms such are self-explanatory and have well recognized meanings in the construction industry. 1. "Products" are items purchased for incorporation in the Work, whether purchased for the Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent. a. "Named Products" are items identified by manufacturer's product name, including make or model designation, indicated in the manufacturer's published product literature, that is current at of the date of the Contract Documents. b. "Foreign Products", as distinguished from "domestic products," are items substantially manufactured (50 percent or more of value) outside of the United States and its possessions; or produced or supplied by entities substantially owned (more than 50 percent) by persons who are not citizens or not living within the United States and its possessions. 2. "Materials" are products that are substantially shaped, cut, worked, mixed, finished, refined or otherwise fabricated, processed, or installed to form a part of the Work. 3. "Equipment" is a product with operational parts, whether motorized or manually operated, that requires service connections such as wiring or piping. PART 2 - PRODUCTS 2.1 PRODUCT STANDARD AND QUALITY - SUBSTITUTIONS A. The Contract is based on the materials, equipment, and methods described in the Contract Documents. B. Where, in the Drawings and Specifications, certain products, manufacturer's trade names, or catalog numbers are given, it is done for the expressed purpose of establishing a basis of quality, durability, and efficiency of design in harmony with the work outlined and is not intended for the purpose of limiting competition. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 PRODUCT REQUIREMENTS 01 60 00 - 2 C. The Architect will consider proposals for substitutions of materials, equipment, and methods only when such proposals are accompanied by full and complete technical data and all other information required by the Architect to evaluate the proposed substitution. D. Do not substitute materials, equipment, or methods unless such substitution has been specifically approved for this Work by the Architect. E. "Or equal": 1. Where the phrase "or equal", “or equivalent” or "or equal as approved by the Architect" occurs in the Contract Documents, do not assume that material, equipment, or methods will be approved as equal by the Architect unless the item has been specifically approved for this Work by the Architect. See Section 01 25 00 - Product Substitutions for substitution requirements. 2. The decision of the Architect shall be final. F. Availability of Specified Items: 1. Verify prior to bidding that specified items will be available in time for installation during orderly and timely progress of the Work. 2. In the event specified item or items will not be so available, so notify the Architect within 14 days upon receipt of notification by Supplier. 3. Costs of delays because of non-availability of specified items, when such delays could have been avoided by the Contractor, will be back charged as necessary and shall not be borne by the Owner. G. Where the questions of appearance, artistic effect, or harmony of design are concerned, the Architect reserves the right to refuse approval of substituted products proposed to be substituted for that specified, if in his opinion the item to be substituted is not harmonious to the finished effect and appearance desired, as portrayed in the Drawings and Specifications. The Architect's said refusal to approve, established by this paragraph, is final and not subject to arbitration. H. Products of other manufacturers will be considered for acceptance provided they equal or exceed the material requirements and functional qualities of the specified product. Requests for Architect's approval and complete technical data for evaluation must be received at least 10-days prior to bid due date. Additional approved manufacturers will be issued by Addendum. 2.2 MANUFACTURER'S DIRECTIONS A. Manufactured products shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with the manufacturer' printed directions, unless herein specified to the contrary. Where manufacturer's printed directions are available and where reference is made to manufacturer's directions in the Specification, the Contractor shall submit two (2) copies of such directions to the Architect prior to the beginning of Work covered thereby. B. Where specific installation instructions are not part of these Specifications and Drawings, equipment shall be installed in strict accordance with instructions from the respective manufacturers. Where installation instructions included in these Specifications or Drawings are at a variance with instructions furnished by the equipment manufacturer, the Contractor shall make written request for clarification from the Architect. C. In accepting or assenting to the use of apparatus or material, or make, or arrangement thereof, the Architect in no way waives the requirements of these specifications or the warranty embodied therein. 2.3 WARRANTIES A. Specific warranties or bonds called for in the Contract Documents, in addition to that falling under the general warranty as set forth in General Conditions, shall be furnished in accordance with the requirements of the Specifications. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 PRODUCT REQUIREMENTS 01 60 00 - 3 B. Each Contractor shall and does hereby agree to warrant for a period of one year, or for longer periods, where so provided in the Specifications, as evidenced by the date of Substantial Completion issued by the Architect, products installed under the Contract to be of good quality in every respect and to remain so for periods described herein. C. Should defects develop in the aforesaid Work within the specified periods, due to faults in products or their workmanship, the Contractor hereby agrees to make repairs and do necessary Work to correct defective Work to the Architect's satisfaction, in accordance with the Supplementary Conditions. Such repairs and corrective Work, including costs of making good other Work damaged by or otherwise affected by making repairs or corrective Work, shall be done without cost to the Owner and at the entire cost and expense of the Contractor within 14 days after written notice to the Contractor by the Owner. D. Nothing herein intends or implies that the warranty shall apply to Work which has been abused or neglected or improperly maintained by the Owner or his successor in interest. E. Where service on products is required under this Article, it shall be promptly provided when notified by the Owner and no additional charge shall be made, unless it can be established that the defect or malfunctioning was caused by abuse or accidental damage not to be expected under conditions of ordinary wear and tear. F. In the event movement in the adjoining structure or components causes malfunctioning, the Contractor responsible for the original installation of the adjoining structure or components shall provide such repair, replacement, or correction necessary to provide for proper functioning to bring the equipment back into the same operating condition as approved at the completion of the building. G. The manufacturer and supplier expressly warrants that each item of equipment furnished by him and installed in this Project is suitable for the application shown and specified in the Contract documents and includes features, accessories, and performing characteristics listed in the manufacturer's catalog in force on the date bids are requested for the Work. This warranty is intended as an assurance by the manufacturer that his equipment is not being misapplied and is fit and sufficient for the service intended. This warranty is in addition to and not in limitation of other warranties or remedies required by law or by the Contract Documents. It shall be the responsibility of the Contractor for the particular equipment to obtain this warranty in writing. H. In case the Contractor fails to do Work so ordered, the Owner may have work done and charge the cost thereof against monies retained as provided for in the Agreement and, if said retained monies is available, the Contractor and his Sureties shall agree to pay to the Owner the cost of such Work. 2.4 MATERIAL DELIVERY AND RESPONSIBILITIES A. Each Contractor shall be responsible for materials he orders for delivery to the jobsite. Responsibility includes, but is not limited to, receiving, unloading, storing, protecting, and setting in place; ready for final connections. Each subcontractor shall coordinate jobsite storage with the General Prime Contractor. 1. The Owner will not be responsible for deliveries related to the construction or operation of the Contractor. The Owner cannot sign delivery forms for the Contractor. B. Contractors shall insure that products are delivered to the Project in accordance with the Construction Schedule of the Project. In determining date of delivery, sufficient time shall be allowed for shop drawings and sample approvals, including the possibility of having to resubmit improperly prepared submittals or products other than those specified and the necessary fabrication or procurement time along with the delivery method and distance involved. 2.5 PROTECTION A. Each Contractor shall protect building elements and products when subject to damage. Should workmen or other persons employed or commissioned by one Contractor be responsible for damage, the entire cost WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 PRODUCT REQUIREMENTS 01 60 00 - 4 of repairing said damage shall be assumed by said individual Contractor. Should damage be done by a person or persons not employed or commissioned by a Contractor, the respective Contractors shall make repairs and charge the cost to the guilty person or persons. The affected Contractors shall be responsible for collecting such charges. If the person or persons responsible for damage cannot be discovered, full and satisfactory repairs shall be made by the respective Contractor, and the cost of Work shall be prorated against each Contractor. B. The respective Contractors shall protect their products prior to installation and final acceptance. Storage shall be dry, clean, and safe. Materials or equipment damaged, deteriorated, rusted or defaced due to improper storage, shall be repaired, refinished, or replaced, as required by the Architect. Products lost through theft or mishandling shall be replaced by the Contractor without cost to the Owner. 2.6 ACCEPTANCE OF EQUIPMENT OR SYSTEMS A. The Owner will not accept the start of the warranty period on systems or equipment until Substantial Completion is issued to the respective Contractor(s) for Owner's occupancy of the building, in part or whole. Each Contractor shall make such provisions as required to extend the commencement of the manufacturer's warranty from time of initial operation of systems or equipment until Substantial Completion is given in writing. PART 3 - EXECUTION (Not Applicable) END OF SECTION 01 60 00 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 CUTTING AND PATCHING 01 73 29 - 1 SECTION 01 73 29 - CUTTING AND PATCHING 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 cutting and patching. B. Refer to other Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work. C. Demolition of selected portions of the building for alterations is included in Section 02 41 19 – Selective Structure Demolition. 1.3 SUBMITTALS A. Cutting and Patching Proposal: Where approval of procedures for cutting and patching is required before proceeding, submit a proposal describing procedures well in advance of the time cutting and patching will be performed and request approval to proceed. Include the following information, as applicable, in the proposal: 1. Describe the extent of cutting and patching required and how it is to be performed; indicate why it cannot be avoided. 2. Describe anticipated results in terms of changes to existing construction; include changes to structural elements and operating components as well as changes in the building's appearance and other significant visual elements. 3. List products to be used and firms or entities that will perform Work. 4. Indicate dates when cutting and patching is to be performed. 5. List utilities that will be disturbed or affected, including those that will be relocated and those that will be temporarily out-of-service. Indicate how long service will be disrupted. 6. Where cutting and patching involves addition of reinforcement to structural elements, submit details and engineering calculations to show how reinforcement is integrated with the original structure. 7. Approval by the Architect to proceed with cutting and patching does not waive the Architect's right to later require complete removal and replacement of a part of the Work found to be unsatisfactory. 1.4 QUALITY ASSURANCE A. Requirements for Structural Work: Do not cut and patch structural elements in a manner that would reduce their load-carrying capacity or load-deflection ratio. Obtain Owner’s approval prior to cutting and patching. B. Operational and Safety Limitations: Do not cut and patch operating elements or safety related components in a manner that would result in reducing their capacity to perform as intended, or result in increased maintenance, or decreased operational life or safety. C. Visual Requirements: Do not cut and patch construction exposed on the exterior or in occupied spaces, in a manner that would, in the Architect's opinion, reduce the building's aesthetic qualities, or result in visual evidence of cutting and patching. Remove and replace Work cut and patched in a visually unsatisfactory manner. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 CUTTING AND PATCHING 01 73 29 - 2 PART 2 – PRODUCTS 2.1 MATERIALS A. Use materials that are identical to existing materials. If identical materials are not available or cannot be used where exposed surfaces are involved, use materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect. Use materials whose installed performance will equal or surpass that of existing materials. PART 3 - EXECUTION 3.1 INSPECTION A. Before cutting existing surfaces, examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed. Take corrective action before proceeding, if unsafe or unsatisfactory conditions are encountered. 1. Before proceeding, meet at the site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding. 3.2 PREPARATION A. Temporary Support: Provide temporary support of Work to be cut. B. Protection: Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of the Project that might 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 all precautions necessary to avoid cutting existing pipe, conduit or ductwork serving the building, but scheduled to be removed or relocated until provisions have been made to bypass them. 3.3 PERFORMANCE A. General: Employ skilled workmen to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay. 1. Cut existing construction to provide for installation of other components or performance of other construction activities and the subsequent fitting and patching required to restore surfaces to their original condition. B. Cutting: Cut existing construction using methods least likely to damage elements to be retained or adjoining construction. Where possible review proposed procedures with the original installer; comply with the original installer's recommendations. 1. In general, where cutting is required use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut holes and slots neatly to size required with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. 2. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces. 3. Cut through concrete and masonry using a cutting machine such as a carborundum saw or diamond core drill. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 CUTTING AND PATCHING 01 73 29 - 3 4. Comply with requirements of applicable Sections of Division-2 where cutting and patching requires excavating and backfilling. 5. By-pass utility services such as pipe or conduit, before cutting, where services are shown or required to be removed, relocated or abandoned. Cut-off pipe or conduit in walls or partitions to be removed. Cap, valve or plug and seal the remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after by-passing and cutting. C. Patching: Patch with durable seams that are as invisible as possible. Comply with specified tolerances. 1. Where feasible, inspect and test patched areas to demonstrate integrity of the installation. 2. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. 3. Where removal of walls or partitions extends one finished area into another, patch and repair floor and wall surfaces in the new space to provide an even surface of uniform color and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary to achieve uniform color and appearance. a. Where patching occurs in a smooth painted surface, extend final paint coat over entire unbroken surface containing the patch, after the patched area has received primer and second coat. 4. Patch, repair or re-hang existing ceilings as necessary to provide an even plane surface of uniform appearance. 3.4 CLEANING A. Thoroughly clean areas and spaces where cutting and patching is performed or used as access. Remove completely paint, mortar, oils, putty and items of similar nature. Thoroughly clean piping, conduit and similar features before painting or other finishing is applied. Restore damaged pipe covering to its original condition. END OF SECTION 01 73 29 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 CLEANING AND WASTE MANAGEMENT 01 74 00 - 1 SECTION 01 74 00 - CLEANING AND WASTE MANAGEMENT PART 1 - GENERAL 1.1 RELATED WORK A. The Work of this Section shall be included as a part of the Contract Documents of each Contractor of this Project. 1.2 SUMMARY A. The Architect reserves the right to act on behalf of the Owner pertaining to the clean-up responsibilities that are a part of each Contractor's Work. 1.3 PURPOSE - DAILY CLEANING A. Define and emphasize the responsibility of each Contractor to remove his rubbish and debris from the construction site to guard against fire and safety hazards as well as to provide a more efficient construction operation for all Contractors. If this cleaning is not performed to the satisfaction of the Owner / Architect, it will be performed for the Contractor at his expense upon proper written notification by the Owner. 1.4 PURPOSE - ROUTINE CLEANING A. Each Friday afternoon, and more often if necessary, each Contractor shall perform an overall cleanup of the entire site, including a broom cleaning of appropriate surfaces. The trades shall remove their rubbish and debris from the building site to the rubbish collection location promptly upon its accumulation and in no event later than the regular Friday general cleanup. 1.5 RUBBISH CONTAINER A. All Contractors shall be responsible to maintain an orderly construction site. All Contractors shall cooperate in establishing a construction debris storage location or container as required. Routinely remove the collected debris and haul away from site at the end of each working day. The Contractor shall not use the Owner’s disposal container and trash cans to dispose of construction debris. B. If a rubbish container is provided, dispose of container contents weekly or at more frequent intervals if required by inadequate container capacity. 1.6 SAFETY REQUIREMENTS A. Hazards Control (By each Contractor) 1. Store volatile wastes in covered metal containers, and remove from the premises daily. 2. Prevent accumulation of wastes, which create hazardous conditions. 3. Provide adequate ventilation during use of volatile or noxious substances. B. Conduct cleaning and disposal operations to comply with local ordinances and anti-pollution laws. 1. Do not burn or bury rubbish and waste materials on project site. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 CLEANING AND WASTE MANAGEMENT 01 74 00 - 2 2. Do not dispose of volatile wastes such as mineral spirits, oil, or paint thinner in storm or sanitary drains. 3. Do not dispose of wastes into streams or waterways. PART 2 - PRODUCTS 2.1 MATERIALS A. Use only cleaning materials recommended by manufacturer of surface to be cleaned. B. Use cleaning materials only on surface recommended by cleaning material manufacturer. PART 3 - EXECUTION 3.1 DAILY CLEANING A. The AQC an his subcontractors shall execute daily cleaning to ensure that building, grounds, and public properties are maintained free from accumulations of waste materials and rubbish. B. Wet down dry materials and rubbish to lay dust and prevent blowing dust. C. Daily, during progress of work, clean site and public properties and dispose of waste materials, debris, and rubbish in dumpster type rubbish container provided under this Section. D. Handle materials in a controlled manner with as few handlings as possible; do not drop or throw materials from heights. E. Schedule cleaning operations so that dust and other contaminants resulting from cleaning process will not fall on wet, newly painted surfaces. F. Place no new work on dirty surfaces. 3.2 ROUTINE CLEANING A. Employ experienced workmen for cleaning. B. Remove dirt, mud, and other foreign materials from sight exposed interior and exterior surfaces. C. Each Friday, or at more frequent intervals, if work activities justify same, perform the following cleaning. This includes all dirt, dust, and debris not identifiable as part of a Contract. Broom clean floor and paved surfaces; rake clean other surfaces of ground. D. Maintain adjacent roads free from the accumulation of mud, rocks, rubbish, litter and debris resulting from construction activities. E. Remove litter, rubbish and debris from chases, whether the chases will be accessible or not. F. Maintain cleaning throughout the life of the Project. G. Should the Contractor fail in the performance of this Work, the Owner may perform such Work in accordance with Article 3 of the General Conditions. 3.3 FINAL CLEANING WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 CLEANING AND WASTE MANAGEMENT 01 74 00 - 3 A. The AQC shall perform his respective final clean-up and shall leave the Work of the complete Project in clean, neat condition. The following are examples, but not by way of limitation, of cleaning levels required. END OF SECTION 01 74 00 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 CLOSEOUT PROCEDURES 01 77 00 - 1 SECTION 01 77 00 - CLOSEOUT PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. The Work of this Section shall be included as a part of the Contract Documents to the Contractors on this Project. B. Refer to the General and Supplementary Conditions of the Contract, for Substantial Completion and final payment. 1.2 SUMMARY A. Closeout is hereby defined to include general requirements near the end of Contract Time in preparation for final acceptance, final payment, normal termination of contract, occupancy by Owner, and similar actions evidencing completion of the work. Time of closeout is directly associated to Date of Substantial Completion. 1.3 PREREQUISITES TO SUBSTANTIAL COMPLETION A. Prior to requesting Architect review for Certificate of Substantial Completion, (for either entire Work or portions thereof), complete the following and list known exceptions in request: 1. Advise Owner of pending insurance changeover requirements. 2. Submit specific warranties, workmanship/maintenance bonds, maintenance agreements, agreements, final certifications, and other required closeout documents. 3. Obtain and submit release enabling Owner's full and unrestricted use of the Work and access to services and utilities, including occupancy permits, operating certificates, and other similar required releases. 4. Deliver tools, spare parts, extra stocks of materials, and similar physical items as specified as directed by the Owner. 5. Make final changeover of locks and transmit keys to Owner and advise Owner's personnel of changeover in security provisions. 6. Complete start-up testing of systems and instruction of Owner's operating/maintenance personnel. Discontinue and remove from project site temporary facilities and service, construction tools and facilities, mock-ups, and other construction elements. 7. Complete final cleaning up requirements as specified in Section 01 74 00. 1.4 PREREQUISITES TO FINAL PAYMENTS A. Prior to requesting Architect final review for certification of final payment, complete the following: 1. Refer to the Supplementary Conditions. 2. Submit final payment request with required closeout attachments. 3. Submit copy of Architect's final punch list of itemized Work to be completed or corrected, stating that each and every item has been completed or otherwise resolved for acceptance. 4. Submit record drawings, maintenance manuals, and similar final record information as specified. 5. Submit certification of code compliance. 6. Submit certification stating that no materials containing asbestos were incorporated into the Work. 7. Plumbing Contractor shall submit certification stating that no flux or solder used for drinking water piping containing more than 0.2 percent lead, and that no pipe or fittings used for drinking water piping contained no more than 0.8 percent lead. PART 2 - PRODUCTS (Not Applicable) WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 CLOSEOUT PROCEDURES 01 77 00 - 2 PART 3 - EXECUTION 3.1 PUNCH LIST A. Prior to the Architect's preparation of a Project Punch List, the Prime Contractor shall prepare his own punch list and submit to the Architect, for use by the Architect and Owner to facilitate completion of the Work. B. The Contractor's inspection shall be as thorough as possible, in accordance with his aspiration to provide first-class workmanship and maintain good reputation and shall include Work under his Contract, including that of his subcontractors. C. The Architect shall then observe the Work, providing that the Work on the Contractor's punch list has been completed. The Architect will then verify through inspection observation and prepare an Architect’s Project Punch List for use by the Contractor and their subcontractors to expedite proper completion of the Work. D. The Architect will repeat the inspection observation when requested and assured by the Contractor that the Work from the Architect’s Project Punch List has been substantially completed. Results of the completed inspection will form the basis of requirements for final acceptance. 1. If the Architect’s Project Punch List has not been completed, the Architect will repeat inspection observation under the Re-inspection Procedure listed below. E. Re-inspection Procedure: The Architect will re-inspect the Work upon receipt of notice that the Work has been completed, except for items whose completion is delayed under circumstances that have been accepted by the Architect and Owner. 1. Upon completion of Re-inspection, the Architect will prepare a certificate of final acceptance. If the Work is incomplete, the Architect will advise the Contractor of Work that is incomplete or obligations that have not been fulfilled, but are required. 2. The Architect’s time, due to Re-inspection, will be invoiced directly to the contractor. The billing rates applied will be the current billing rate at time of re-inspection. A copy of the billing rates can be attained through the offices of the Architect. Retainage will be held until proof of payment to Architect has been received. 3. If necessary, Re-inspection will be repeated. 3.2 WARRANTY - CORRECTION OF THE WORK A. Prior to the expiration of the one-year warranty period, the Architect will check to see if additional Work by the Contractor(s) is needed to make good the warranties. An itemized list will be furnished to the Contractor for corrective or replacement work. B. The Contractor(s) shall complete this Work immediately after receiving notification. 3.3 PROJECT RECORD DRAWINGS A. Each Contractor shall keep current during the progress of the Work, and submit updated Project Record Drawings at the completion of the project, especially for the purpose on this project. Drawings shall incorporate changes made in the Work of the respective trades during the construction period. Such changes shall be indicated at the time they occur for accuracy. B. Maintain at the job site one copy of Drawings, Project Manual, Addenda, approved shop drawings, change orders, field orders, other Contract modifications, and other approved documents submitted by the Contractor(s), in compliance with various Sections of the Project Manual. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 CLOSEOUT PROCEDURES 01 77 00 - 3 C. Each of these Project Record Documents shall be clearly marked "Project Record Copy"; maintained in good condition; available for observation by the Architect; and shall not be used for construction purposes. Mark up the documents to indicate the following: 1. Significant changes and selections made during the construction process; 2. Significant detail not shown in the original Contract Documents including change orders; 3. The location of underground utilities and appurtenances dimensionally referenced to permanent surface improvements; 4. The location of internal utilities and appurtenances concealed in building structures, referenced to visible and accessible features of the structure; 5. When elements are placed exactly as shown on the Drawings, so indicate; otherwise, indicate changed location. D. Keep Project Record Documents current. Do not permanently conceal Work until the required information has been recorded. E. Prior to final payment on the Project, submit to the Architect the Project Record Drawings for changes recorded for all Divisions of work. Each drawing shall be labeled "Project Record Drawing", dated and signed by the Contractor. F. The Prime Contractor shall certify that the Project Record Drawings show complete and accurate as-built conditions, including without limitation, sizes, kinds of materials, vital piping and valves, conduit locations, and other similar and required items. G. Contractor(s) shall include as part of the Project Record Drawings, a complete and current Project Manual, indicating changes made relating to the specifications. All requirements for the Project Record Drawings apply to the Project Record Project Manual. H. The General Contractor shall maintain all approved Permit Drawings in a manner so as to make them accessible to governmental inspectors and other authorized agencies. All approved Drawings shall be wrapped, marked, and delivered to the Owner within 30 days of the Date of Final Completion of the Work. 3.4 CERTIFICATION OF CODE COMPLIANCE A. Prior to final payment, the Contractor indicated below shall submit to the Architect (in duplicate), letters of certification of code compliance. 3.5 MAINTENANCE AND OPERATING MANUALS A. Prior to Date of Substantial Completion, and a requirement prior to receiving final payment, each Contractor shall submit to the Architect two (2) copies of a comprehensive Maintenance and Operating Manuals labeled and bound separately for each school presenting complete directions and recommendations for the proper care and maintenance of visible surfaces as well as maintenance and operating instructions for equipment items that were provided. Operation and Maintenance Manuals shall include the following: 1. Schematic and piping and wiring diagrams. 2. Valve charts and schedules. 3. Lubrication charts and schedules. 4. Guides for troubleshooting. 5. Pertinent diagrams of equipment with main parts identification. 6. Manufacturer's data on all equipment. 7. Operating and maintenance instructions for all equipment. 8. Manufacturer's parts list. 9. Any testing procedures for operating tests. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 CLOSEOUT PROCEDURES 01 77 00 - 4 B. Operating instructions shall include necessary printed directions for correct operations, adjustments, servicing, and maintenance of movable parts. Also included shall be suitable parts lists, approved shop drawings, and diagrams showing parts location and assembly. C. Upon Architect's approval and prior to issuance of final payment(s), each Contractor shall submit two (2) corrected and completed copies of Operating and Maintenance Manuals to the Architect. D. Contractor to provide a separate manual for each item for each site. For example: Three schools all receive the same model of a Sloan flush valve; provide each school a separate manual even though it is the same model.” Use durable 3-ring binders or clear front report covers with three double tang fasteners (to hold three hole punched sheets) depending on the size of the manual. On the front cover clearly identify: year of installation, building/site name, and project name.” E. For each titled item or portion of the Work, manual must provide the names, addresses, and phone numbers of the following parties: 1. Contractor/installer. 2. Manufacturer. 3. Nearest dealer/supplier. 4. Nearest agency capable of supplying parts and service. F. For each manual label on front cover or spine, indicate the following information: 1. Project name and address. 2. Owner's name. 3. Name and address of Architect. 4. Name and address of all contractors and their contacts. 5. Date of submission. G. The Contractor(s) shall instruct the Owner's operating personnel in the proper use, care and emergency repair of all equipment installed before final payment. The Contractor(s) shall call particular attention to any safety measures that should be followed. The instruction shall be adequate to train the Owner's operating personnel in the proper use, care, and emergency repair of such equipment. H. Refer to Section 01 33 00 – Submittal Procedures for additional requirements. I. Provide to Owner one CD of all Maintenance and Operating Manuals in .pdf format. Provide Folders for each school with its pertinent manuals. 3.6 CHARTS AND LOCATIONS OF CONCEALED WORK A. The Contractor(s) for Aquatic Work (Division 13) shall prepare suitable charts identifying and locating each concealed control or other concealed item requiring repair, adjustment, and maintenance. Charts shall be mounted in suitable frames with glass covers secured to wall where directed. B. Charts shall list each item, together with its function, item number and location. C. Locations throughout the building shall be identified on the wall or ceiling by permanent, non-obstructive plates, labels, or other approved means secured in a permanent manner. D. Chart details, identification methods, locations, and methods of attachment shall be specified or approved by the Architect at the jobsite upon full submission of proposed procedures and proper execution of same. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 CLOSEOUT PROCEDURES 01 77 00 - 5 END OF SECTION 01 77 00 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 CLOSEOUT SUBMITTALS 01 78 00 - 1 SECTION 01 78 00 - CLOSEOUT SUBMITTALS PART 1 - GENERAL 1.1 SUMMARY A. This Section specifies general administrative and procedural requirements for warranties and bonds required by the Contract Documents, including manufacturers’ standard warranties on products and special warranties. 1. Refer to the General Conditions for terms of the Contractor's warranty of workmanship and materials. 3. Certifications and other commitments and agreements for continuing services to Owner are specified elsewhere in the Contract Documents. B. Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product warranties do not relieve the Contractor of the warranty on the Work that incorporates the products. 1.2 DEFINITIONS A. Standard Product Warranties are preprinted written warranties published by individual manufacturers for particular products and are specifically endorsed by the manufacturer to the Owner. B. Special Warranties are written warranties required by or incorporated in the Contract Documents, either to extend time limits provided by standard warranties or to provide greater rights for the Owner. 1.3 WARRANTY REQUIREMENTS A. Related Damages and Losses: When correcting warranted Work that has failed, remove and replace other Work that has been damaged as a result of such failure or that must be removed and replaced to provide access for correction of warranted Work. B. Reinstatement of Warranty: When Work covered by a warranty has failed and been corrected by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation. C. Replacement Cost: Upon determination that Work covered by a warranty has failed, replace or rebuild the Work to an acceptable condition complying with requirements of Contract Documents. The Contractor is responsible for the cost of replacing or rebuilding defective Work regardless of whether the Owner has benefited from use of the Work through a portion of its anticipated useful service life. D. Owner's Recourse: Written warranties made to the Owner are in addition to implied warranties, and shall not limit the duties, obligations, rights and remedies otherwise available under the law, nor shall warranty periods be interpreted as limitations on time in which the Owner can enforce such other duties, obligations, rights, or remedies. 1. Rejection of Warranties: The Owner reserves the right to reject warranties and to limit selections to products with warranties not in conflict with requirements of the Contract Documents. E. The Owner reserves the right to refuse to accept Work for the Project where a special warranty, certification, or similar commitment is required on such Work or part of the Work, until evidence is presented that entities required countersigning such commitments are willing to do so. 1.4 SUBMITTALS A. Submit written warranties to the Architect prior to the date certified for Substantial Completion. If the Architect's Certificate of Substantial Completion designates a commencement date for warranties other than WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 CLOSEOUT SUBMITTALS 01 78 00 - 2 the date of Substantial Completion for the Work, or a designated portion of the Work, submit written warranties upon request of the Architect. 1. When a designated portion of the Work is completed and occupied or used by the Owner, by separate agreement with the Contractor during the construction period, submit properly executed warranties to the Architect within fifteen days of completion of that designated portion of the Work. B. Special Warranties: When a special warranty is required to be executed by the Contractor, or the Contractor and a subcontractor, or supplier or manufacturer, prepare a written document that contains appropriate terms and identification, ready for execution by the required parties. Submit a draft to the Owner through the Architect for approval prior to final execution. C. Form of Submittal: At Final Completion compile two copies of each required warranty and bond properly executed by the Contractor, or by the Contractor, subcontractor, supplier, or manufacturer. Organize the warranty documents into an orderly sequence based on the table of contents of the Project Manual. D. Bind warranties and bonds in heavy-duty, commercial quality, durable 3-ring vinyl covered loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8-1/2" by 11" paper. 1. Provide heavy paper dividers with celluloid covered tabs for each separate warranty. Mark the tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product, and the name, address and telephone number of the installer. 2. Identify each binder on the front and the spine with the typed or printed title “WARRANTIES AND BONDS”, the Project title or name, and the name of the Contractor. 3. When operating and maintenance manuals are required for warranted construction, provide additional copies of each required warranty, as necessary, for inclusion in each required manual. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) END OF SECTION 01 78 00 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 SHOTCRETE 13 11 02 - 1 SECTION 13 11 02 SWIMMING POOL SHOTCRETE (VOLUNTARY ALTERNATE) PART 1 - GENERAL 1.A. 1 RELATED Drawings and DOCUMENTS general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. The AQC must provide a base bid for a conventional form and pour method of concrete installation for the pool and spa envelopes but may also provide a voluntary alternate bid for a “Shotcrete” method of installation for the pool and spa envelopes. If a voluntary alternate for Shotcrete is submitted and selected by the Owner for construction, the General, Products and 1.A. 2 SUMMARY This Execution Section subsections includes of shotcrete this specification applied by will dry-apply. mix or wet-mix process, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes, for the following: B. 1. Related Swimming Sections include Pool floor the and following: walls. 1. Division 01 General Requirements 2. Division 03 Section “Cast-In-Place Concrete” for pool bottom slabs and other pool- related structures. 3. Division 13 Section “Swimming Pool Construction and Systems” for pool shell tolerances and other items. 4. Division 31 Section "Earthwork" for drainage fill under swimming pools and related structures. a. Drainage Course: Narrowly graded mixture of washed crushed stone, or crushed or uncrushed gravel; ASTM D 448; coarse-aggregate grading Size 57; with 100 percent passing a 1-1/2-inch (37.5-mm) sieve and 0 to 5 1.A. B. 3 DEFINITIONS Shotcrete: Dry-Mix Shotcrete: Mortar percent or Shotcrete concrete passing with pneumatically a No. most 8 (of 2.36-the projected mm) water sieve. added onto a at surface nozzle. at (Note: high velocity. Dry-mix C. shotcrete Wet-Mix Shotcrete: is not pre-Shotcrete approved with for use ingredients, on this project.including ) mixing water, mixed before 1.A. 4 SUBMITTALS introduction Product Data: into For delivery manufactured hose. materials and products including reinforcement and B. forming Shop Drawings: accessories, For details shotcrete of fabricating, materials, bending, admixtures, and and placing curing reinforcement. compounds. Include support and anchor details, number and location of splices, and special reinforcement required C. for Design openings Mixes: through For each shotcrete shotcrete structures. mix. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 SHOTCRETE 13 11 02 - 2 1.D. E. F. G. 5 Qualification Material Field QUALITY Material quality-Certificates: Test ASSURANCE control Data: Reports: For test For For Installer. reports. each shotcrete material materials. item, signed by manufacturers. A. The installing Contractor (AQC) must submit shop drawings certified by an engineer registered in the State of Indiana indicating any proposed concrete foundations, walls and structural elements that differ from the base project design as stipulated in the specifications and on the drawings. NOTE: The concrete Pool and spa structures designed for this project are ballasted systems requiring no hydrostatic considerations for uplift other than what is shown on the drawings and required by code. B. Installer Qualifications: A qualified installer employing nozzle operators who attain mean C. core Testing grades Agency not Qualifications: exceeding 2.5, An according independent to ACI agency 506.2, on qualified preconstruction according tests. to ASTM C 1077 D. Comply and ASTM with E provisions 329 for testing of the indicated, following, and unless acceptable more stringent to authorities requirements having jurisdiction. are indicated: 1. ACI 301, "Specifications for Structural Concrete." E. 2. Preconstruction ACI 506.2, Testing "Specification Service: for Engage Shotcrete.a qualified " independent testing agency to perform preconstruction testing and inspections indicated below: 1. Produce test panels before shotcrete placement according to requirements in ACI 506.2 and ASTM C 1140 for each design mix, shooting orientation, and nozzle operator. Produce test panels with dimensions of 24 by 24 inches (600 by 600 mm) minimum and of average thickness of shotcrete, but not less than 3-1/2 inches (90 mm). From each test panel, testing agency will obtain six test specimens: one set of three specimens unreinforced and one set of three specimens reinforced. Agency will perform the following: a. Test each set of unreinforced specimens for compressive strength according to ASTM C 42. b. Visually inspect each set of reinforced shotcrete cores taken from test panels F. Pre-installation and Conference: determine Conduct mean core conference grades according at Project to site ACI to 506.comply 2. with requirements 1.A. 6 in PROJECT Cold-Division Weather CONDITIONS 01 Section Shotcreting: "Project Protect Management shotcrete And work Coordination.from physical " damage or reduced strength caused by frost, freezing, or low temperatures according to ACI 306.1 and as follows: 1. Discontinue shotcreting when ambient temperature is 40 deg. F (4.4 deg. C) and falling. Uniformly heat water and aggregates before mixing to obtain a shotcrete shooting temperature of not less than 50 deg. F (10 deg. C) and not more than 90 deg. F (32 deg. C). 2. Do not use frozen materials or materials containing ice or snow. 3. Do not place shotcrete on frozen surfaces or surfaces containing frozen materials. 4. Do not use calcium chloride, salt, or other materials containing antifreeze agents. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 SHOTCRETE 13 11 02 - 3 B. Hot-Weather Shotcreting: Mix, place, and protect shotcrete according to ACI 305R when hot- weather conditions and high temperatures would seriously impair quality and strength of shotcrete, and as follows: 1. Cool ingredients before mixing to maintain shotcrete temperature at time of placement below 100 deg. F (38 deg. C) for dry mix or 90 deg. F (32 deg. C) for wet mix. 2. Reduce temperature of reinforcing steel and receiving surfaces below 100 deg. F (38 deg. C) before shotcreting. PART 2.C. 1 2 - PRODUCTS FORM A. Forms: MATERIALS Form-facing panels that will provide continuous, straight, smooth, concrete 2.A. B. 2 surfaces. REINFORCING Reinforcing Supports: Bolsters, Furnish Bars: MATERIALS ASTM panels chairs, A in spacers, 615/largest A 615M, practicable ties, Grade and other sizes 60 (devices Grade to minimize 420)for spacing, , deformed, number supporting, of epoxy joints. coated. and fastening reinforcing steel in place according to CRSI's "Manual of Standard Practice" and C. as Reinforcing follows: Anchors: ASTM A 36/A 36M, un-headed rods or ASTM A 307, Grade A (ASTM F 568M, Property Class 4.6), hex-head bolts; carbon steel; and carbon-steel nuts. 2.A. 3 SHOTCRETE 1. Portland Finish: Cement: MATERIALS Plain, ASTM uncoated. C 150, Type I or III. Use only one brand and type of cement for B. Project. Normal-Weight Aggregates: ASTM C 33, from a single source, and as follows: 1. Aggregate Gradation: ACI 506R, Gradation No. 2 with 100 percent passing 1/2-inch (13- mm) sieve. C. 2. Water: Coarse-Potable, Aggregate complying Class: with ASTM 3S. C 94/C 94M, free from deleterious materials that may 2.D. A. 4 CHEMICAL affect Ground General: color Wire: ASTM stability, ADMIXTURES High-C 1141, strength setting, Class or steel strength A or wire, B, but 0.of 8 shotcrete. limited to 1 mm to in the diameter. following admixture materials. Provide admixtures for shotcrete that contains not more than 0.1 percent chloride ions. Certify compatibility of admixtures with each other and with other cementitious materials. 1. Air entraining Admixture: ASTM C 260. 2. Water reducing Admixture: ASTM C 494/C 494M, Type A. 3. Water reducing and Retarding Admixture: ASTM C 494/C 494M, Type D. 4. Water reducing and Accelerating Admixture: ASTM C 494/C 494M, Type E. A. Absorptive 5. Accelerating Cover: AASHTO Admixture: M 182, ASTM Class C 494/2, C burlap 494M, cloth Type made C. CURING from jute MATERIALS or kenaf, weighing approximately 9 oz./sq. yd. (305 g/sq. m) dry. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 SHOTCRETE 13 11 02 - 4 2.A. B. C. D. 5 Water: RELATED Moisture-Clear, Bonding Waterborne, Potable. Retaining Agent: MATERIALS ASTM Cover: Membrane-C 1059, ASTM Forming Type C 171, II, Curing polyethylene non-re-Compound: dispersible, film or ASTM white acrylic C burlap-emulsion 309, polyethylene Type or 1, Class styrene sheet. B. 2.butadiene. A. 6 REPAIR Concrete MATERIALS Patching Mortar: Repair of cracks in the concrete shall be accomplished by means of “Sikadur Hi-Mod” with “Sikastix 370” for sealing cracks and fractured concrete repair. Include conventional pipe nipples, Zerk or Alemite type fittings, or polyethylene I-way valves, as 2.A. 7 WATERSTOPS recommended Flexible PVC Waterstops: by the epoxy CE system CRD-C manufacturer. 572, with factory-installed metal eyelets, for embedding in concrete to prevent passage of fluids through joints. Factory fabricated corners, intersections, and directional changes. 1. Available Manufacturers: a. Bometals, Inc. b. Greenstreak. c. Meadows, W. R., Inc. d. Murphy, Paul Plastics Co. e. Progress Unlimited, Inc. f. Tamms Industries, Inc. g. Vinylex Corp. 2. Profile: Ribbed with center bulb. 2.A. B. 8 3. SHOTCRETE Prepare Limit water-Dimensions: design soluble MIXTURES, mixes chloride 6 for inches each GENERAL ions by type 3/to 8 and maximum inch strength thick percentage (150 of shotcrete. mm by by 10 weight mm thick)of cement ; non-tapered. or C. cementitious Admixtures: When materials included permitted in shotcrete by ACI 301. design mixes, use admixtures and retarding D. admixtures Design-Mix according Adjustments: to manufacturer's Subject to compliance written instructions. with requirements, shotcrete design-mix adjustments may be proposed when characteristics of materials, Project conditions, 2.A. 9 weather, Proportion SHOTCRETE test wet results, MIXTURES mixtures or other according circumstances to ACI 211.warrant. 1 and ACI 301, using materials to be used on Project, to provide shotcrete with the following properties: 1. Compressive Strength (28 Days): 4000 psi (27.6 MPa). 2. Add air-entraining admixture at manufacturer's prescribed rate to result in normal- weight, wet-mix shotcrete having an air content before pumping of 8 percent with a tolerance of plus or minus 1-1/2 percent. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 SHOTCRETE 13 11 02 - 5 2.A. 10 SHOTCRETE Mixing Equipment: EQUIPMENT Capable of thoroughly mixing shotcrete materials in sufficient quantities B. to Wet-maintain Mix Delivery continuous Equipment: placement. Capable of discharging aggregate-cement-water mixture 2.A. 11 accurately, BATCHING Wet-Mix Process: uniformly, AND MIXING Measure, and continuously. batch, mix, and deliver shotcrete according to ASTM C 94/C 94M and furnish batch ticket information. 1. Comply with ASTM C 685/C 685M when shotcrete ingredients are delivered dry and proportioned and mixed on-site. PART 3.A. 1 3 - EXECUTION PREPARATION Concrete: Before applying shotcrete, remove unsound or loose materials and contaminants that may inhibit shotcrete bonding. Chip or scarify areas to be repaired to extent necessary to provide sound substrate. Cut edges square and 1/2 inch (13 mm) deep at perimeter of work, tapering remaining shoulder at 1:1 slope into cavity to eliminate square shoulders. Dampen surfaces before shotcreting. 1. Abrasive blast or hydroblast existing surfaces that do not require chipping to remove paint, oil, grease, or other contaminants and to provide roughened surface B. Earth: Compact for proper and shotcrete trim to line bonding. and grade before placing shotcrete. Do not place shotcrete on C. frozen Rock: Clean surfaces. rock Dampen surfaces surfaces of loose before materials, shotcreting. mud, and other foreign matter that might 3.A. 2 weaken FORMS General: shotcrete Design, erect, bonding. support, brace, and maintain forms, according to ACI 301, to support shotcrete and construction loads and to facilitate shotcreting. Construct forms so shotcrete members and structures are secured to prevent excessive vibration or deflection during shotcreting. 1. Fabricate forms to be readily removable without impact, shock, or damage to shotcrete surfaces and adjacent materials. 2. Construct forms to required sizes, shapes, lines, and dimensions using ground wires and depth gages to obtain accurate alignment, location, and grades in finished structures. Construct forms to prevent mortar leakage but permit escape of air and rebound during shotcreting. Provide for openings, offsets, blocking, screeds, B. Form openings, anchorages, chases, inserts, recesses, and other bulkheads, features keyways, required in and the screeds Work. in formwork. Determine sizes and locations from trades providing such items. Accurately place and securely support items built into forms. 3.A. 3 STEEL General: REINFORCEMENT Comply with CRSI's "Manual of Standard Practice" for fabricating, placing and B. supporting Clean reinforcement reinforcement. of loose rust and mill scale, earth, ice, and other materials that WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 SHOTCRETE 13 11 02 - 6 C. D. weaken Securely Accurately shotcrete embed position, reinforcing bonding. support, anchors and rigidly into existing secure substrates, reinforcement located against as required. displacement by formwork, construction, or shotcreting. Locate and support reinforcement by metal E. chairs, Place reinforcement runners, bolsters, to obtain spacers, minimum and hangers, coverage as for required. shotcrete protection. Arrange, space, and securely tie bars and bar supports to hold reinforcement in position during shotcreting. 3.A. 4 JOINTS Set Construction wire ties Joints: with ends Locate directed and into install shotcrete, construction not toward joints exposed tapered to shotcrete a 1:1 slope surfaces. where joint is not subject to compression loads and square where joint is perpendicular to main reinforcement. Continue reinforcement through construction joints, unless otherwise indicated. 1. Use bonding adhesive at locations where fresh concrete is placed against hardened 3.A. B. 5 WATERSTOPS Contraction Flexible or Waterstops: partially Joints: hardened No Install contraction in concrete construction joints surfaces shall joints be and placed at other on swimming joints indicated pool walls to form or slabs. a continuous diaphragm. Install in longest lengths practicable. Support and protect exposed waterstops during progress of the Work. Field fabricated joints in waterstops according 3.A. 6 to ALIGNMENT Ground manufacturer's Wires: CONTROL Install written ground instructions. wires to Prevent establish displacement thickness and during planes shotcrete of shotcrete application. surfaces. Install ground wires at corners and offsets not established by forms. Pull ground 3.A. 7 EMBEDDED wires Place taut and and secure ITEMS position anchorage adjustment devices devices and to other permit embedded additional items tightening. required for adjoining work that is attached to or supported by shotcrete. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be 3.A. 8 APPLICATION Apply embedded. temporary protective coverings and protect adjacent surfaces against deposit of B. C. rebound Apply Moisten shotcrete wood and overspray forms according immediately or to impact ACI 506.before from 2. nozzle placing stream. shotcrete where form coatings are not used. D. E. Apply Deposit wet-shotcrete mix shotcrete continuously materials in multiple within 90 passes, minutes to after required batching. thickness, without cold joints and laminations developing. Place shotcrete with nozzle held perpendicular to receiving surface. Begin shotcreting in corners and recesses. 1. Remove and dispose of rebound and overspray materials during shotcreting to WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 SHOTCRETE 13 11 02 - 7 maintain clean surfaces and to prevent rebound entrapment. F. 2. Maintain Rebound reinforcement and overspray in position shall during not be shotcreting. used for any Place application. shotcrete to completely encase reinforcement and other embedded items. Maintain steel reinforcement free of overspray G. and Do not prevent place buildup subsequent against lifts front until face previous during shotcreting. lift of shotcrete is capable of supporting H. I. new Do Remove not shotcrete. permit hardened shotcrete overspray, to sag, rebound, slough, or and dislodge. laitance from shotcrete surfaces to receive J. K. L. additional Do Shotcrete Remove not disturb ground layers Core shotcrete Grade: wires of shotcrete; or surfaces Apply other dampen shotcrete alignment before surfaces beginning to control achieve before devices finishing mean shotcreting. after core operations. shotcrete grades not placement. exceeding 2.5 M. according Installation to Tolerances: ACI 506.2, with Place no shotcrete single core without grade exceeding exceeding installation 3.0. tolerances permitted by ACI 117R, increased by a factor of 2. 3.A. B. 9 SURFACE General: Wet-1. Mix Inside Shotcrete, Finish FINISHES pool shotcrete shell Flash-tolerances Coat according and to Final to be descriptions maintained Finish: After in per ACI screeding Division 506R 13 for and Section the rodding following “Swimming surface, finishes: apply Pools”. up to 1/4-inch (6-mm) coat of shotcrete using ACI 506R, Gradation No. 1, fine-screened sand modified with maximum aggregate size not exceeding No. 4 (4.75-mm) sieve and 3.A. B. 10 apply CURING Protect Start initial wood- freshly curing float placed finish. as soon shotcrete as free from water premature has disappeared drying and excessive from shotcrete cold or surface hot temperatures. after C. placing Curing Exposed and finishing. Surfaces: Cure shotcrete by one of the following methods: 1. Moisture Curing: Keep surfaces continuously moist for at least seven days with water, continuous water-fog spray, water-saturated absorptive covers, or moisture- retaining D. Curing Formed Surfaces: covers. Lap Cure and formed seal sides shotcrete and ends surfaces of covers. by moist curing with forms in place for full curing period or until forms are removed. If forms are removed, continue 3.A. 11 curing FORM Forms not by REMOVAL supporting methods specified weight of above, shotcrete as applicable. may be removed after curing at not less than 50 deg. F (10 deg. C) for 24 consecutive hours after gunning, provided shotcrete is hard enough not to be damaged by form-removal operations and provided curing and protecting operations WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 SHOTCRETE 13 11 02 - 8 are maintained. 1. Leave forms supporting weight of shotcrete in place until shotcrete has attained design compressive strength. Determine compressive strength of in-place shotcrete by testing representative field-cured specimens of shotcrete. 2. Remove forms only if shores have been arranged to permit removal of forms B. Clean and without repair loosening surfaces or of disturbing forms to shores. be reused in the Work. Split, frayed, delaminated, or otherwise damaged form-facing materials are unacceptable for exposed surfaces. Apply 3.A. 12 new FIELD Engage form-QUALITY a coating qualified CONTROL compound independent as specified testing agency for new to formwork. sample materials, visually grade cores, B. perform Air Content: tests, ASTM and submit C 173/reports C 173M, during volumetric shotcreting. method or ASTM C 231, pressure method; 1 test for each compressive-strength test for each mix of air-entrained, wet-mix shotcrete C. measured Shotcrete Temperature: before pumping. ASTM C 1064/C 1064M; 1 test hourly when air temperature is 40 deg. F (4.4 deg. C) and below and when 80 deg. F (27 deg. C) and above, and 1 test for D. each Test Panels: set of compressive-Make a test strength panel, reinforced specimens. as in structure, for each shotcrete mix and for each workday or for every 50 cu. yd. (38 cu. m) of shotcrete placed; whichever is less. Produce test panels with dimensions of 24 by 24 inches (600 by 600 mm) minimum and of average thickness of shotcrete, but not less than 4-1/2 inches (115 mm). From each test panel, testing agency will obtain six test specimens: one set of three specimens unreinforced and one set of three specimens reinforced. 1. Test each set of unreinforced specimens for compressive strength according to ASTM C 1140 and construction testing requirements in ACI 506.2. 2. Visually inspect each set of reinforced shotcrete cores taken from test panels and E. In-Place determine Shotcrete: mean Take core a set grades of 3 unreinforced according to cores ACI 506.for each 2. mix and for each workday or for every 50 cu. yd. (38 cu. m) of shotcrete placed; whichever is less. Test cores for F. compressive Strength of shotcrete strength will according be considered to ACI 506.satisfactory 2 and ASTM when C mean 42. Do compressive not cut steel strength reinforcement. of each set of 3 unreinforced cores equals or exceeds 85 percent of specified compressive strength, with no individual core less than 75 percent of specified compressive strength. 1. Mean compressive strength of each set of 3 unreinforced cubes shall equal or exceed design compressive strength with no individual cube less than 88 percent of specified compressive strength. 3.A. 13 REPAIRS Remove and replace shotcrete that is delaminated or exhibits laminations, voids, or sand/rock pockets exceeding limits for specified core grade of shotcrete. 1. Remove unsound or loose materials and contaminants that may inhibit bond of shotcrete repairs. Chip or scarify areas to be repaired to extent necessary to provide sound substrate. Cut edges square and 1/2 inch (13 mm) deep at perimeter of work, tapering remaining shoulder at 1:1 slope into cavity to eliminate square shoulders. Apply concrete patch by one of the following methods: a. Dampen surfaces and apply new shotcrete. b. Apply bonding agent per manufacturer’s recommendations. Use concrete patching mortar to repair defect. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 SHOTCRETE 13 11 02 - 9 B. Repair core holes from in-place testing according to repair provisions in ACI 301 and match adjacent finish, texture, and color. Apply bonding agent per manufacturer’s 3.A. 14 recommendations. CLEANING Remove and dispose Use of concrete rebound patching and overspray mortar to materials repair defect. from final shotcrete surfaces 3.A. 15 and WATERTIGHTNESS Pool areas shall be not tested intended TESTING for for water shotcrete tightness placement. according to procedures stated in ACI350.1 / AWWA 400. 1. Preliminary Test Criteria: HST-VIO. 2. Quantitative Test Criteria: END OF HST-SECTION 100. 13 11 02 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 EARTH WORK 03 20 00 - 1 SECTION 31 20 00 - EARTH WORK A. GENERAL SUMMARY Section Includes: Preparing subgrades for pool, slabs-on-grade, walks, pavements, turf and grasses. Excavating and backfilling for pool. Drainage course for concrete slabs-on-grade. Subbase course for concrete walks and pavements. Excavating and backfilling for utility trenches. DEFINITIONS Backfill: Soil material used to fill an excavation. Initial Backfill: Backfill placed beside and over pipe in a trench, including haunches to support sides of pipe. Final Backfill: Backfill placed over initial backfill to fill a trench. Base Course: Aggregate layer placed between the subbase course and hot-mix asphalt paving. Bedding Course: Aggregate layer placed over the excavated subgrade in a trench before laying pipe. Borrow Soil: Satisfactory soil imported from off-site for use as fill or backfill. Drainage Course: Aggregate layer supporting the slab-on-grade that also minimizes upward capillary flow of pore water. Excavation: Removal of material encountered above subgrade elevations and to lines and dimensions indicated. Authorized Additional Excavation: Excavation below subgrade elevations or beyond indicated lines and dimensions as directed by Architect. Authorized additional excavation and replacement material will be paid for according to Contract provisions for changes in the Work. Unauthorized Excavation: Excavation below subgrade elevations or beyond indicated lines and dimensions without direction by Architect. Unauthorized excavation, as well as remedial work directed by Architect, shall be without additional compensation. Fill: Soil materials used to raise existing grades. Structures: Pools, buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and electrical appurtenances, or other man-made stationary features constructed above or below the ground surface. Subbase Course: Aggregate layer placed between the subgrade and base course for hot-mix asphalt pavement, or aggregate layer placed between the subgrade and a cement concrete pavement or a cement concrete or hot-mix asphalt walk. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 EARTH WORK 03 20 00 - 2 Subgrade: Uppermost surface of an excavation or the top surface of a fill or backfill immediately below subbase, drainage fill, drainage course, or topsoil materials. Utilities: On-site underground pipes, conduits, ducts, and cables, as well as underground services within buildings. QUALITY ASSURANCE Pre-excavation Conference: Conduct conference at Project site. PROJECT CONDITIONS Utility Locator Service: Notify utility locator service for area where Project is located before beginning earth moving operations. Do not commence earth moving operations until plant-protection measures specified in Section 015639 "Temporary Tree and Plant Protection" are in place. B. PRODUCTS SOIL MATERIALS General: Provide borrow soil materials when sufficient satisfactory soil materials are not available from excavations. Satisfactory Soils: Soil Classification Groups GW, GP, GM, SW, SP, and SM according to ASTM D 2487 or Groups A-1, A-2-4, A-2-5, and A-3 according to AASHTO M 145, or a combination of these groups; free of rock or gravel larger than 3 inches (75 mm) in any dimension, debris, waste, frozen materials, vegetation, and other deleterious matter. Unsatisfactory Soils: Soil Classification Groups GC, SC, CL, ML, OL, CH, MH, OH, and PT according to ASTM D 2487 or Groups A-2-6, A-2-7, A-4, A-5, A-6, and A-7 according to AASHTO M 145, or a combination of these groups. Unsatisfactory soils also include satisfactory soils not maintained within 2 percent of optimum moisture content at time of compaction. Subbase Material: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 90 percent passing a 1-1/2-inch (37.5-mm) sieve and not more than 12 percent passing a No. 200 (0.075-mm) sieve. Base Course: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 95 percent passing a 1-1/2-inch (37.5- mm) sieve and not more than 8 percent passing a No. 200 (0.075-mm) sieve. Engineered Fill: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 90 percent passing a 1-1/2-inch (37.5-mm) sieve and not more than 12 percent passing a No. 200 (0.075-mm) sieve. Bedding Course: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; except with 100 percent passing a 1-inch (25- mm) sieve and not more than 8 percent passing a No. 200 (0.075-mm) sieve. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 EARTH WORK 03 20 00 - 3 Drainage Course: Narrowly graded mixture of crushed stone, or crushed or uncrushed gravel; ASTM D 448; coarse-aggregate grading Size 57; with 100 percent passing a 1-1/2-inch (37.5- mm) sieve and 0 to 5 percent passing a No. 8 (2.36-mm) sieve. ACCESSORIES Warning Tape: Acid- and alkali-resistant, polyethylene film warning tape manufactured for marking and identifying underground utilities, 6 inches (150 mm) wide and 4 mils (0.1 mm) thick, continuously inscribed with a description of the utility; colored to comply with local practice or requirements of authorities having jurisdiction. Detectable Warning Tape: Acid- and alkali-resistant, polyethylene film warning tape manufactured for marking and identifying underground utilities, a minimum of 6 inches (150 mm) wide and 4 mils (0.1 mm) thick, continuously inscribed with a description of the utility, with metallic core encased in a protective jacket for corrosion protection, detectable by metal detector when tape is buried up to 30 inches (750 mm) deep; colored to comply with local practice or requirements of authorities having jurisdiction. C. EXECUTION PREPARATION Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by earth moving operations. Protect and maintain erosion and sedimentation controls during earth moving operations. Protect subgrades and foundation soils from freezing temperatures and frost. Remove temporary protection before placing subsequent materials. EXCAVATION, GENERAL Unclassified Excavation: Excavate to subgrade elevations regardless of the character of surface and subsurface conditions encountered. Unclassified excavated materials may include rock, soil materials, and obstructions. No changes in the Contract Sum or the Contract Time will be authorized for rock excavation or removal of obstructions. If excavated materials intended for fill and backfill include unsatisfactory soil materials and rock, replace with satisfactory soil materials. EXCAVATION FOR STRUCTURES Excavate to indicated elevations and dimensions within a tolerance of plus or minus 1 inch (25 mm). If applicable, extend excavations a sufficient distance from structures for placing and removing concrete formwork, for installing services and other construction, and for inspections. Excavations for Footings and Foundations: Do not disturb bottom of excavation. Excavate by hand to final grade just before placing concrete reinforcement. Trim bottoms to required lines and grades to leave solid base to receive other work. Excavations at Edges of Tree- and Plant-Protection Zones: WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 EARTH WORK 03 20 00 - 4 Excavate by hand to indicated lines, cross sections, elevations, and subgrades. Use narrow-tine spading forks to comb soil and expose roots. Do not break, tear, or chop exposed roots. Do not use mechanical equipment that rips, tears, or pulls roots. Cut and protect roots according to requirements in Section 015639 "Temporary Tree and Plant Protection." EXCAVATION FOR WALKS AND PAVEMENTS Excavate surfaces under walks and pavements to indicated lines, cross sections, elevations, and subgrades. EXCAVATION FOR UTILITY TRENCHES Excavate trenches to indicated gradients, lines, depths, and elevations. Excavate trenches to uniform widths to provide the following clearance on each side of pipe or conduit. Excavate trench walls vertically from trench bottom to 12 inches (300 mm) higher than top of pipe or conduit unless otherwise indicated. Clearance: 12 inches (300 mm) each side of pipe or conduit. Trench Bottoms: Excavate and shape trench bottoms to provide uniform bearing and support of pipes and conduit. Shape subgrade to provide continuous support for bells, joints, and barrels of pipes and for joints, fittings, and bodies of conduits. Remove projecting stones and sharp objects along trench subgrade. Excavate trenches 6 inches (150 mm) deeper than elevation required in rock or other unyielding bearing material, 4 inches (100 mm) deeper elsewhere, to allow for bedding course. Trenches in Tree- and Plant-Protection Zones: Hand-excavate to indicated lines, cross sections, elevations, and subgrades. Use narrow- tine spading forks to comb soil and expose roots. Do not break, tear, or chop exposed roots. Do not use mechanical equipment that rips, tears, or pulls roots. Do not cut main lateral roots or taproots; cut only smaller roots that interfere with installation of utilities. Cut and protect roots according to requirements in Section 015639 "Temporary Tree and Plant Protection." SUBGRADE INSPECTION Proof-roll subgrade below the pool and pavements with a pneumatic-tired dump truck to identify soft pockets and areas of excess yielding. Do not proof-roll wet or saturated subgrades. Reconstruct subgrades damaged by freezing temperatures, frost, rain, accumulated water, or construction activities, as directed by Architect, without additional compensation. UNAUTHORIZED EXCAVATION Fill unauthorized excavation under foundations or wall footings by extending bottom elevation of concrete foundation or footing to excavation bottom, without altering top elevation. Lean concrete fill, with 28-day compressive strength of 2500 psi (17.2 MPa), may be used when approved by Architect. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 EARTH WORK 03 20 00 - 5 Fill unauthorized excavations under other construction, pipe, or conduit as directed by Architect. STORAGE OF SOIL MATERIALS Stockpile borrow soil materials and excavated satisfactory soil materials without intermixing. Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust. Stockpile soil materials away from edge of excavations. Do not store within drip line of remaining trees. UTILITY TRENCH BACKFILL Place backfill on subgrades free of mud, frost, snow, or ice. Place and compact bedding course on trench bottoms and where indicated. Shape bedding course to provide continuous support for bells, joints, and barrels of pipes and for joints, fittings, and bodies of conduits. Trenches under Footings: Backfill trenches excavated under footings and within 18 inches (450 mm) of bottom of footings with satisfactory soil; fill with concrete to elevation of bottom of footings. Concrete is specified in "Cast-in-Place Concrete". Trenches under Roadways: Provide 4-inch- (100-mm-) thick, concrete-base slab support for piping or conduit less than 30 inches (750 mm) below surface of roadways. After installing and testing, completely encase piping or conduit in a minimum of 4 inches (100 mm) of concrete before backfilling or placing roadway subbase course. Concrete is specified in "Cast-in-Place Concrete". Place and compact initial backfill of subbase material or satisfactory soil, free of particles larger than 1 inch (25 mm) in any dimension, to a height of 12 inches (300 mm) over the pipe or conduit. Carefully compact initial backfill under pipe haunches and compact evenly up on both sides and along the full length of piping or conduit to avoid damage or displacement of piping or conduit. Coordinate backfilling with utilities testing. Place and compact final backfill of satisfactory soil to final subgrade elevation. Install warning tape directly above utilities, 12 inches (300 mm) below finished grade, except 6 inches (150 mm) below subgrade under pavements and slabs. SOIL FILL Plow, scarify, bench, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so fill material will bond with existing material. Place and compact fill material in layers to required elevations as follows: Under grass and planted areas, use satisfactory soil material. Under walks and pavements, use satisfactory soil material. Under steps and ramps, use engineered fill. Under building slabs, use engineered fill. Under footings and foundations, use engineered fill. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 EARTH WORK 03 20 00 - 6 SOIL MOISTURE CONTROL Uniformly moisten or aerate subgrade and each subsequent fill or backfill soil layer before compaction to within 2 percent of optimum moisture content. Do not place backfill or fill soil material on surfaces that are muddy, frozen, or contain frost or ice. Remove and replace, or scarify and air dry, otherwise satisfactory soil material that exceeds optimum moisture content by 2 percent and is too wet to compact to specified dry unit weight. COMPACTION OF SOIL BACKFILLS AND FILLS Place backfill and fill soil materials in layers not more than 8 inches (200 mm) in loose depth for material compacted by heavy compaction equipment, and not more than 4 inches (100 mm) in loose depth for material compacted by hand-operated tampers. Place backfill and fill soil materials evenly on all sides of structures to required elevations, and uniformly along the full length of each structure. Compact soil materials to not less than the following percentages of maximum dry unit weight according to ASTM D 1557: Under structures, pool, steps, and pavements, scarify and recompact top 12 inches (300 mm) of existing subgrade and each layer of backfill or fill soil material at 98 percent. Under walkways, scarify and recompact top 6 inches (150 mm) below subgrade and compact each layer of backfill or fill soil material at 95 percent. Under turf or unpaved areas, scarify and recompact top 6 inches (150 mm) below subgrade and compact each layer of backfill or fill soil material at 85 percent. For utility trenches, compact each layer of initial and final backfill soil material at 90 percent. GRADING General: Uniformly grade areas to a smooth surface, free of irregular surface changes. Comply with compaction requirements and grade to cross sections, lines, and elevations indicated. Site Rough Grading: Slope grades to direct water away from buildings and to prevent ponding. Finish subgrades to required elevations within the following tolerances: Turf or Unpaved Areas: Plus or minus 1 inch (25 mm). Walks: Plus or minus 1 inch (25 mm). Pavements: Plus or minus 1/2 inch (13 mm). Grading inside Building Lines: Finish subgrade to a tolerance of 1/2 inch (13 mm) when tested with a 10-foot (3-m) straightedge. SUBBASE AND BASE COURSES UNDER PAVEMENTS AND WALKS Place subbase course and base course on subgrades free of mud, frost, snow, or ice. On prepared subgrade, place subbase course and base course under pavements and walks as follows: WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 EARTH WORK 03 20 00 - 7 Shape subbase course and base course to required crown elevations and cross-slope grades. Place subbase course and base course that exceeds 6 inches (150 mm) in compacted thickness in layers of equal thickness, with no compacted layer more than 6 inches (150 mm) thick or less than 3 inches (75 mm) thick. Compact subbase course and base course at optimum moisture content to required grades, lines, cross sections, and thickness to not less than 98 percent of maximum dry unit weight according to ASTM D 1557. DRAINAGE COURSE UNDER CONCRETE POOL AND SLABS-ON-GRADE Place drainage course on subgrades free of mud, frost, snow, or ice. On prepared subgrade, place and compact drainage course under cast-in-place concrete slabs- on-grade as follows: Place drainage course that exceeds 6 inches (150 mm) in compacted thickness in layers of equal thickness, with no compacted layer more than 6 inches (150 mm) thick or less than 3 inches (75 mm) thick. Compact each layer of drainage course to required cross sections and thicknesses to not less than 98 percent of maximum dry unit weight according to ASTM D 698. FIELD QUALITY CONTROL Testing Agency: Contractor will engage a qualified geotechnical engineering testing agency to perform tests and inspections. Allow testing agency to inspect and test subgrades and each fill or backfill layer. Proceed with subsequent earth moving only after test results for previously completed work comply with requirements. Pool Subgrade: At pool footing subgrades, at least one test of each soil stratum will be performed to verify design bearing capacities. Subsequent verification and approval of other footing subgrades may be based on a visual comparison of subgrade with tested subgrade when approved by Architect. When testing agency reports that subgrades, fills, or backfills have not achieved degree of compaction specified, scarify and moisten or aerate, or remove and replace soil materials to depth required; recompact and retest until specified compaction is obtained. PROTECTION Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep free of trash and debris. Repair and reestablish grades to specified tolerances where completed or partially completed surfaces become eroded, rutted, settled, or where they lose compaction due to subsequent construction operations or weather conditions. Where settling occurs before Project correction period elapses, remove finished surfacing, backfill with additional soil material, compact, and reconstruct surfacing. Restore appearance, quality, and condition of finished surfacing to match adjacent work, and eliminate evidence of restoration to greatest extent possible. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 EARTH WORK 03 20 00 - 8 DISPOSAL OF SURPLUS AND WASTE MATERIALS Remove surplus satisfactory soil and waste materials, including unsatisfactory soil, trash, and debris, and legally dispose of them off Owner's property. END OF SECTION WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 ELASTOMERIC SHEET WATERPROOFING 071353 - 1 SECTION 071353 - ELASTOMERIC SHEET WATERPROOFING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. EPDM rubber sheet waterproofing for Equipment Building roof and walls. 2. Butyl rubber sheet waterproofing Equipment Building roof and walls. 1.2 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product. B. Shop Drawings: Show locations and extent of waterproofing and details of substrate joints and cracks, sheet flashings, penetrations, inside and outside corners, tie-ins with adjoining waterproofing, and other termination conditions. 1.4 INFORMATIONAL SUBMITTALS A. Sample warranties. 1.5 QUALITY ASSURANCE A. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by waterproofing manufacturer. 1.6 WARRANTY A. Manufacturer's Warranty: Manufacturer's standard materials-only warranty in which manufacturer agrees to furnish replacement waterproofing material for waterproofing that does not comply with requirements or that fails to remain watertight within specified warranty period. 1. Warranty Period: 20 years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 SHEET WATERPROOFING A. EPDM Rubber Sheet: ASTM D 6134, Type I, 60-mil- (1.5-mm-) thick flexible sheet, unreinforced, formed from EPDM. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 ELASTOMERIC SHEET WATERPROOFING 071353 - 2 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Carlisle Coatings & Waterproofing Inc.; Sure-Seal EPDM. B. Butyl Rubber Sheet: ASTM D 6134, Type II, 60-mil- (1.5-mm-) thick flexible sheet, unreinforced, formed from isobutylene-isoprene rubber. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Carlisle Coatings & Waterproofing Inc.; Sure-Seal Butyl. 2.2 AUXILIARY MATERIALS A. General: Furnish auxiliary materials recommended by waterproofing manufacturer for intended use and compatible with sheet waterproofing. 1. Furnish liquid-type auxiliary materials that comply with VOC limits of authorities having jurisdiction. B. Concealed Sheet Flashing: Same material, construction, and thickness as sheet waterproofing or 60-mil- (1.5-mm-) thick, uncured EPDM, as required by manufacturer. C. Exposed Sheet Flashing: 60-mil- (1.5-mm-) thick EPDM, cured or uncured, as required by manufacturer. D. Bonding Adhesives: For bonding waterproofing sheets and sheet flashings to substrates and projections. E. Splicing Cement and Cleaner: Single-component butyl splicing cement and solvent-based splice cleaner. 1. Butyl Gum Tape: 30-mil- (0.76-mm-) thick-by-6-1/4-inch- (160-mm-) wide, uncured butyl with polyethylene release film. F. Lap Sealant: Single-component sealant. G. In-Seam Sealant: Single-component sealant. H. Water-Cutoff Mastic: Butyl mastic sealant. I. Waterproofing and Sheet-Flashing Accessories: Provide sealants, pourable sealers, cone and vent flashings, inside and outside corner flashings, termination reglets, and other accessories recommended by waterproofing manufacturer for intended use. J. Metal Termination Bars: Manufacturer's standard aluminum bars, approximately 1 inch (25 mm) wide, prepunched, with fasteners. K. Protection Course: Semirigid sheets of asphalt-impregnated organic mat, mineral surface, with a nominal thickness of 1/8 inch (3 mm). L. Protection Course: Fan folded, with a core of extruded-polystyrene board insulation, a nominal thickness of 1/4 inch (6 mm), and a compressive strength of not less than 8 psi (55 kPa). 2.3 MOLDED-SHEET DRAINAGE PANELS A. Molded-Sheet Drainage Panel: Comply with Section 334600 "Subdrainage." WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 ELASTOMERIC SHEET WATERPROOFING 071353 - 3 B. Nonwoven-Geotextile-Faced, Molded-Sheet Drainage Panel: Composite subsurface drainage panel consisting of a studded, nonbiodegradable, molded-plastic-sheet drainage core; with a nonwoven, needle- punched geotextile facing with an apparent opening size not exceeding No. 70 (0.21-mm) sieve laminated to one side of the core and a polymeric film bonded to the other side; and with a vertical flow rate of 9 to 15 gpm per ft. (112 to 188 L/min. per m). 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Carlisle Coatings & Waterproofing Inc.; CCW MiraDRAIN 6000, CCW MiraDRAIN 6000XL, CCW MiraDRAIN 6200 or CCW MiraDRAIN 6200XL. C. Woven-Geotextile-Faced, Molded-Sheet Drainage Panel: Composite subsurface drainage panels consisting of a studded, nonbiodegradable, molded-plastic-sheet drainage core; with a woven-geotextile facing with an apparent opening size not exceeding No. 40 (0.425-mm) sieve laminated to one side of the core; and with a horizontal flow rate not less than 2.8 gpm per ft. (35 L/min. per m). 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Carlisle Coatings & Waterproofing Inc.; CCW MiraDRAIN 9000 or CCW MiraDRAIN 9900. 2.4 INSULATION DRAINAGE PANELS A. Unfaced Wall-Insulation Drainage Panels: Extruded-polystyrene board insulation complying with ASTM C 578, Type VI, 40-psi (276-kPa) minimum compressive strength; unfaced; fabricated with shiplap or channel edges and with one side having grooved drainage channels. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. DiversiFoam Products; CertiFoam 25 SL or CertiFoam 40 (with channel edges) Drainage Board. b. Dow Chemical Company (The); Styrofoam Perimate. B. Geotextile-Faced, Wall-Insulation Drainage Panels: Extruded-polystyrene board insulation complying with ASTM C 578, Type IV, 25-psi (173-kPa) or Type VI, 40-psi (276-kPa) minimum compressive strength; fabricated with tongue-and-groove edges and with one side having grooved drainage channels faced with nonwoven geotextile filter fabric. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Owens Corning Insulating Systems LLC; Insul-Drain. b. T. Clear Corporation, a subsidiary of Fin Pan Inc.; Thermadry 750 or Thermadry 1250. C. Unfaced Plaza-Deck Insulation Drainage Panels: Extruded-polystyrene board insulation complying with ASTM C 578, Type VI, 40-psi (276-kPa) or Type VII, 60-psi (414-kPa) minimum compressive strength; unfaced; fabricated with shiplapped, channel, or tongue-and-groove edges and with one side having ribbed drainage channels. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. American Hydrotech, Inc.; Hydroguard. b. DiversiFoam Products; CertiFoam Plaza Deck. c. Dow Chemical Company (The); Styrofoam Ribbed Roofmate. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 ELASTOMERIC SHEET WATERPROOFING 071353 - 4 d. Owens Corning Insulating Systems LLC; Foamular 604 RB. D. Geotextile-Faced, Plaza-Deck Insulation Drainage Panels: Extruded-polystyrene board insulation complying with ASTM C 578, Type VI, 40-psi (276-kPa) or Type VII, 60-psi (414-kPa) minimum compressive strength; fabricated with tongue-and-groove edges and with one side having grooved drainage channels faced with manufacturer's standard, nonwoven geotextile filter fabric. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. T. Clear Corporation, a subsidiary of Fin Pan Inc.; Thermadry 1250 or Thermadry 1750. PART 3 - EXECUTION 3.1 FULLY ADHERED SHEET INSTALLATION A. Prepare surfaces and install fully adhered sheets over entire area to receive waterproofing according to manufacturer's written instructions and recommendations in ASTM D 5843. B. Accurately align sheets and maintain uniform side and end laps of minimum dimensions required. Stagger end laps. C. Apply bonding adhesive to substrates at required rate and allow it to partially dry. D. Apply bonding adhesive to sheets and firmly adhere sheets to substrates. Do not apply bonding adhesive to splice area of sheet. E. Install fully adhered sheets and auxiliary materials to tie into existing waterproofing. F. Repair tears, voids, and lapped seams in waterproofing that do not comply with requirements. Slit and flatten fishmouths and blisters. Patch with sheet waterproofing extending beyond repaired areas in all directions. G. Horizontal Application: Apply sheets with side laps shingled with slope of deck where possible. 1. Spread sealant bed over deck drain flange at deck drains and securely seal sheet waterproofing in place with clamping ring. 3.2 PARTIALLY ADHERED SHEET INSTALLATION A. Prepare surfaces and install partially adhered sheets over entire area to receive waterproofing according to manufacturer's written instructions. B. Accurately align sheets and maintain uniform side and end laps of minimum dimensions required. Stagger end laps. C. Apply bonding adhesive to the following areas of substrates and to each sheet at required rate and allow to partially dry: 1. Upper 25 percent of length of each sheet and 18 inches (457 mm) around perimeter of each sheet. D. Firmly adhere sheets to substrate. Do not apply bonding adhesive to splice area of sheet. E. Install partially adhered sheets and auxiliary materials to tie into existing waterproofing. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 ELASTOMERIC SHEET WATERPROOFING 071353 - 5 F. Repair tears, voids, and lapped seams in waterproofing that do not comply with requirements. Slit and flatten fishmouths and blisters. Patch with sheet waterproofing extending beyond repaired areas in all directions. 3.3 SEAM INSTALLATION A. Cement Splice: Clean splice areas, apply splicing cement and in-seam sealant, and firmly roll side and end laps of overlapping sheets according to manufacturer's written instructions to produce a splice not less than 6 inches (150 mm) wide and to ensure a watertight seam installation. Apply lap sealant and seal edges of sheet terminations. B. Cement and Tape Splice: Clean splice areas, apply splicing cement and butyl gum tape, and firmly roll side and end laps of overlapping sheets according to manufacturer's written instructions to ensure a watertight seam installation. Apply lap sealant and seal edges of sheet terminations. 3.4 SHEET FLASHING INSTALLATION A. Install sheet flashings and preformed flashing accessories and adhere to substrates according to waterproofing manufacturer's written instructions. B. Form wall flashings using exposed sheet flashing. C. Extend deck sheet waterproofing to form wall flashings. 1. Flash penetrations and field-formed inside and outside corners with uncured sheet flashing. 2. Clean splice areas, apply splicing cement, and firmly roll side and end laps of overlapping sheets to ensure a watertight installation. Apply lap sealant and seal edges of sheet flashing terminations. D. Cover expansion joints and discontinuous deck-to-wall or deck-to-deck joints by extending deck sheet waterproofing over joints. E. Terminate and seal top of sheet flashings with mechanically anchored termination bars. 3.5 PROTECTION COURSE INSTALLATION A. Install protection course over waterproofing membrane according to manufacturer's written instructions and before beginning subsequent construction operations. Minimize exposure of membrane. 1. Molded-sheet drainage panels or Insulation drainage panels may be used in place of a separate protection course for vertical applications when approved by waterproofing manufacturer. 3.6 MOLDED-SHEET DRAINAGE-PANEL INSTALLATION A. Place and secure molded-sheet drainage panels, with geotextile facing away from wall or deck substrate, according to manufacturer's written instructions. Use adhesives or other methods that do not penetrate waterproofing. Lap edges and ends of geotextile to maintain continuity. Protect installed molded-sheet drainage panels during subsequent construction. 1. For vertical applications, install protection course before installing drainage panels. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 ELASTOMERIC SHEET WATERPROOFING 071353 - 6 3.7 INSULATION DRAINAGE-PANEL INSTALLATION A. Install insulation drainage panels over waterproofed surfaces. Cut and fit to within 3/4 inch (19 mm) of projections and penetrations. B. Ensure that drainage channels are aligned and free of obstructions. C. On vertical surfaces, set insulation drainage panels in adhesive or tape applied according to manufacturer's written instructions. D. On horizontal surfaces, loosely lay insulation drainage panels according to manufacturer's written instructions. Stagger end joints and tightly abut insulation units. 3.8 PROTECTION, REPAIR, AND CLEANING A. Do not permit foot or vehicular traffic on unprotected membrane. B. Protect installed insulation drainage panels from damage due to UV light, harmful weather exposures, physical abuse, and other causes. Provide temporary coverings where insulation is subject to abuse and cannot be concealed and protected by permanent construction immediately after installation. C. Correct deficiencies in or remove waterproofing that does not comply with requirements; repair substrates, reapply waterproofing, and repair sheet flashings. D. Clean spillage and soiling from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction. END OF SECTION 071353 WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AQUATIC CONSTRUCTION AND RELATED SYSTEMS 13 15 00 - 1 SECTION 131500 – AQUATIC CONSTRUCTION AND RELATED SYSTEMS PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings, General Provisions of the Contract – including the General and Supplementary Conditions and other Division 00 and 01 Specification Sections, shall apply as appropriate to this Section. B. It is the intention of the drawings and specifications to provide a complete installation of the aquatic components for the project. All related construction and apparatus necessary in the operation or testing of the performance of the work shall be included. The omission of specific reference to any part of the work necessary for such complete installation shall not be interpreted as relieving the AQUATIC CONTRACTOR (AQC) from furnishing and installing such parts. Any such omission or clarification shall be brought to the attention of the Architect prior to bidding as provided in this Section. C. Description: 1. The aquatic portion of the project consists of the following components and related equipment, which are the Aquatic Contractors (AQC) responsibility to perform / provide as shown on the drawings and as follows: a. Remove existing swimming and wading pools, concrete deck, and abandoned or disconnected utilities as indicated on the drawings. Provide all demolition and restoration services as described on the drawings and in related portions of these specifications. b. Provide new concrete swimming and wading pools as shown on the drawings and as described in these specifications and as shown on the drawings. c. Provide filtration, circulation, and chemical treatment systems as shown on the drawings and as described in these specifications and as shown on the drawings. d. Provide deck drainage and storm water piping systems as shown on the drawings. e. Provide backwash waste to site sanitary sewer as shown on the drawings. f. Provide water supply system including backflow preventer to equipment in pool equipment building. g. Provide non-potable water system to hose bibs where shown on the deck D. Definitions: 1. Refer to specifications Division 01 E. “Aquatic Contractor” or the abbreviation “AQC” as utilized in these specifications and the drawings, means the person, or corporation that will contract for the work specified in this division. F. Provide all labor, materials, supervision and related equipment required so as to have complete and fully operational pool systems as indicated on the drawings, as herein specified and as required by code. Work Included: 1. Obtain local swimming pool building permits 2. All mass excavation, rough excavation for underground utilities and hand trimming as required. 3. Perform all required hand trimming of excavation for pools and piping. 4. Provide specified reinforcing steel as per the structural design indicated on the contract drawings. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AQUATIC CONSTRUCTION AND RELATED SYSTEMS 13 15 00 - 2 5. Provide pool structures and recirculation system as indicated on the drawings. Provide play structures, features and spray fittings and related systems as shown on the drawings and as described in these specifications and as shown on the drawings. 6. Provide anti-entrapment main drains and gratings. 7. Provide schedule 80 PVC or CPVC for all piping, fittings and valves as per drawings and specifications. 8. Provide stainless steel closure ‘Link-Seals’ where required. 9. Provide complete filter equipment, chemical treatment system and pool mechanical systems as detailed on the drawings and specified herein. 10. Provide and coordinate the installation of the filtration and circulation system, and circulation pump with all associated contractors and suppliers. 11. Provide and coordinate installation of the fixed deck equipment anchors as indicated on the drawings. 12. Provide all necessary sleeves, openings or other penetrations in the pool equipment room walls as required for pool recirculation, filtration, and chemical treatments systems. 13. Provide depth markings and warning signs as required by the Indiana Swimming Pool’s code. 14. Provide miscellaneous pool testing and cleaning equipment, etc., as herein specified. Provide instruction, operation and maintenance manuals with operating charts as per drawings and specifications. 15. Label all piping and valves in filtration equipment enclosure as per specifications. 16. Perform initial startup of complete pool system(s) and provide 6 hours of owner training of pool equipment operation. 17. Provide all labor, materials, supervision and related equipment required for swimming pools installation as defined on the swimming pools drawings. 18. Fresh water supply for make-up water, including back flow preventer, hammer arresters, vacuum breakers for deck wall hydrants. 19. Backwash drain/pit to sanitary sewer shall be sized to accommodate filter backwash rate of flow. 20. Deck drainage and storm water system to termination point(s) as shown on the drawings. 21. Coordinate pool finish surfaces. 22. Coordinate and provide all required electrical services per the National Electrical Code, state and local requirements for aquatic systems as shown on the drawings. Line voltage, low voltage, starters, disconnects and interlocks of aquatic systems are to be included as part of the AQC’s work. 23. Coordinate all bonding and grounding of pool equipment per NEC requirements. H. Specific Reference Categories Specified Elsewhere: 1. General Requirements Division 01 2. Concrete Division 03 3. Thermal and Moisture Protection Division 07 I. Related Work By Others: WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AQUATIC CONSTRUCTION AND RELATED SYSTEMS 13 15 00 - 3 1. Any work outside the limits of the prescribed construction work site or as described on the plans or in the specifications. 2. All general construction work not specified or illustrated on (C) civil or (AQ) aquatic drawings. 3. New electrical service to existing equipment building and modifications to existing Clubhouse electrical systems. 4. Access provisions for roadway walkway to pool equipment room. 5. All general construction work not called for in pool specifications in this section. 6. HVAC alterations due to installation of new aquatic equipment. 7. New Landscaping 8. New gutter and downspout work on Clubhouse J. Mandatory Conformance - Codes: 1. Specification and drawing intent is to conform precisely to all applicable codes, standards, ordinances and / or regulations of governing bodies. 2. AQC shall warrant in written form that the complete swimming pool systems conforms to the specific and express requirements set forth by the Indiana Swimming Pool Code, latest edition. 3. AQC shall make additions, corrections, and / or replacements, at no additional cost and without recourse for additional compensation, as may be required for agency, code, and ordinance and / or regulation conformance. K. This section of the specifications is intended to describe work to be performed by a contractor specializing in aquatic construction and swimming pool equipment installation and service. L. Only aquatic contractors capable of meeting the qualifications and furnishing work called for in this Section shall be considered. M. Aquatic Contractor Qualifications: 1. The bidding Aquatic Contractor (AQC) and /or his personnel must have professional experience in the construction and installation of similar pools and spas of the type and size shown on the drawings, which were constructed within the past ten (5) years. An AQC may be prequalified to bid this project if upon investigation these similar type pools or bodies of water were found completed, constructed and operational in a satisfactory manner. 2. The apparent low bidder AQC shall furnish complete evidence to the Owner that he has the ability to complete all phases of this trade division as specified for the time allowed for completion of the project. 3. The Owner reserves the right to reject any bid if the evidence submitted by, or investigation of, such bidder fails to satisfy the Owner that such bidder is properly qualified to carry out the obligation of the contract and to complete work described or if bidder does not meet the qualifications stated herein. 4. The Aquatic Contractor shall be responsible for providing complete and functional aquatic systems for the project site as specified in this Section 131500. 1.02 MATERIAL QUALITY A. The AQC shall submit his bid to the owner based on materials, equipment as specified in this Section and upon the drawings. Non-pre-approved substitutions of material and or equipment will not be allowed. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AQUATIC CONSTRUCTION AND RELATED SYSTEMS 13 15 00 - 4 B. It is the intent of the Contract Documents to encourage competition. The base proposal must be on furnishing the equipment as specified and detailed. Any proposed system substitution must have prior written approval by the Architect/Aquatic Consultant. C. All proposed substitutions of specified equipment are to include a complete submittal as required by these specifications and drawings of appropriate scale incorporating all required changes. The AQC shall provide a list of at least five (5) satisfactory installations comparable to this project that have been manufactured and installed under the manufacturer’s current legal name. Submit a list of such projects with the name, address and current telephone number of the Owner's Operator and Architect of Record to the Architect on the bid date. D. Any changes or modifications to the Contract Documents that are not authorized by the architect shall be the sole responsibility of the AQC. E. The methods, materials, and equipment herein specified are intended to be the basis for receiving bids. Substitutions will be considered only in accordance with the provisions stated herein. Special attention is directed to the material, products, and equipment described in these specifications, for they establish a standard of required function, dimension, appearance, and quality. 1. Substitution of Equipment: Where particular brand names are specified, they are intended as a standard of quality and performance. Proposals based on the use of alternate equipment or equal substitutions must be submitted to the Owner and Architect ten (10) days prior to bid opening. The burden of proof of conformance of substitutes shall rest with the AQC. The Architect/ Owner shall be the sole judge with respect to interpretation of specifications or intent and conformance of substitute equipment or materials. In no case will alternates be accepted which increase the contract costs. 2. The materials, products, and equipment describe in the bidding documents establish a standard of required function, design, appearance, and quality to be met by any proposed substitution. F. Product Selection: 1. Equipment, which is provided, is to be by the listed manufacturers or those approved by addenda. 2. It will be the obligation of the respective Prime Contractor(s) to inform their subcontractors of this requirement as the respective Prime Contractor(s) will be held responsible to comply with all requirements set forth by the drawings, specifications and Contract Documents. 3. Where references are made to Federal Specifications, American Society for Testing and Materials, American Standards Association, American Institute of Steel Construction, Steel Institute, and similar associations, organizations and standards, it shall be construed to mean their current specifications and designations as amended as of the date of bid opening. G. Patented Materials: 1. The AQC shall pay all royalties and license fees. 2. The AQC shall defend all suits or claims for infringement of any patent rights and shall save the Owner, Contractor and Architect harmless from loss on account thereof. H. Approval Before Bidding: 1. See Division 00 – Notice To Bidders for additional information. 2. Request for product approval shall be submitted on sample PRE-BID SUBSTITUTION REQUEST FORM 1.03 SUBMITTALS A. All (electronic) submittals shall be made in accordance with the requirements of Division 1 – General Requirements and in strict compliance with the following procedures and guidelines. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AQUATIC CONSTRUCTION AND RELATED SYSTEMS 13 15 00 - 5 1. Electronic submittals shall be submitted to the Aquatic Consultant and include shop drawings and engineering data shall be tabbed, indexed, referenced to the specifications. 2. The first stage will be all embedded items for the pool shell (including piping diagrams) and the second stage submittal shall include all other items. 3. Only complete sets shall be reviewed. a. Engineering Data covering all systems, equipment, structures and fabricated materials, which will become a permanent part of the Work under this contract, shall be submitted for review. This data shall include drawings and descriptive information in sufficient detail and scale to show the kind, size, arrangement and operation of the component materials and devices, the external connections, anchorage’s and supports required, performance characteristics, fabrication and dimensions needed for installation and correlation with other materials and equipment. A certification, in writing, shall be provided indicating that all equipment will fit in the space allocated and as shown in the drawings. b. All submittals regardless of origin shall be stamped with the approval of the Aquatic Contractor and identified with the name and number of this Contract, Aquatic Contractor Contractor’s name and references to applicable specification paragraphs and Contract Drawings. Each submittal shall indicate the intended use of the item in the Work. When catalog pages are submitted, applicable items shall be clearly identified, along with the originating manufacture. The current revision, issue number and the date shall be indicated on all Drawings and other descriptive data. c. Submittals will not be accepted from anyone other but the Aquatic Contractor. Submittals shall be consecutively numbered in direct sequence of the submittal and without division by subcontracts or trades. d. The Aquatic Contractor’s stamp of approval is a representation that the Swimming Pool Contractor accepts full responsibility for determining and verifying quantities, dimensions, field construction criteria, materials, catalog numbers and similar data, and that he has reviewed or coordinated each submittal with the requirements of the Work and the Contract Documents. e. Each submittal shall include a statement prepared by the originator of the Drawings and data, certifying compliance with the Contract Documents except for deviations, which are specifically identified. f. All deviations from the Contract Documents shall be identified on each submittal and shall be tabulated in the Aquatic Contractor’s letter of transmittal. Such submittals shall, as pertinent to the deviation, indicate essential details of all changes proposed by the AQC (including modifications to other facilities that may be a result of the deviation) and all required piping and wiring diagrams. g. The Aquatic Contractor shall accept full responsibility for the completeness of each submission, and, in the case of resubmission, shall verify that all exceptions previously noted have been taken into account. In the event of more than one resubmission is required because of failure by the AQC to respond to exceptions and rejections previously noted, AQC shall make all further resubmissions in person at the consultant’s office. h. Any need for more than one resubmission, or any other delay in obtaining review of submittals, will not entitle the Aquatic Contractor to an extension of the Contract Time unless delay of the work is directly caused by a change in the Work authorized by a Change Order. i. Review of drawings and data submitted by the Aquatic Contractor will cover only general conformity to the Drawings and Specification, external connections and dimensions that affect the layout. Review does not indicate a through review of all dimensions, quantities, and details of the material, equipment, device or item shown. Review of submittals shall not relieve the Aquatic Contractor from responsibility for errors, omissions, or deviations, or responsibility for compliance with the Contract Documents. j. When the drawings and the data are return and marked REJECTED, REVISED AND RESUBMIT or SUBMIT SPECIFIED ITEM, the corrections shall be made as noted and as WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AQUATIC CONSTRUCTION AND RELATED SYSTEMS 13 15 00 - 6 instructed and six corrected copies (or one copy and one corrected reproducible copy) resubmitted. k. Re-submittals shall bear the number of the first submittal followed by a letter (A, B, etc.) to indicate the sequence of the re-submittal. All re-submittals shall be indexed, tabbed, referenced to the specifications and bound in a three ring binder and shall be submitted at one time. l. When corrected copies are resubmitted, Aquatic Contractor shall in writing direct specific attention to all revisions and shall list separately any revisions made other than those called for on previous submissions. m. When the drawings and the data are returned marked RELEASED – NO COMMENTS or REVIEWED AND RELEASED AS NOTED, no additional copies need to be furnished unless specifically requested to do so for the record. B. Submittals shall include: 1. Permits, Receipts and Test Reports. 2. Furnish the Architect with copies of all permits and receipts for fee payments. 3. Submit a sample format for each test report intended for use. Submit test reports required herein only on approved forms. 4. Manufacturer’s warranties C. Furnish to the Architect/Aquatic Consultant the following items including the complete product data indexed, tabbed and referenced to specifications with 8 1/2”X11” sheet covering: 1. Submittals (as applicable to this project): a. Concrete Mix Design b. Non-Shrink Grouts c. Pool envelope with reinforcing steel d. Water Stop e. Expansion / Construction Joint Materials f. Caulking g. Pumps and Strainers h. Chemical Treatment System i. Chemical Controllers j. Chemical Feeders k. Chemical Storage Tanks l. Valves m. Gauges n. Thermometers o. Flow Meters p. Pool Water Test Kit q. Deck Equipment r. Inlet fittings s. Skimmers t. Main Drain Gating u. Gutter Frame and Grating v. Safety Equipment w. Maintenance Equipment x. Piping Materials y. Wall Sleeves and Seals For Piping z. Finish Materials and Joint Fillers aa. Welders Certificates bb. Filters cc. Tile dd. Waterslides WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AQUATIC CONSTRUCTION AND RELATED SYSTEMS 13 15 00 - 7 ee. Water Play Features ff. Diving board and stands gg. Starting platforms and stands hh. Stanchions ii. Vacuums / Cleaning Robots jj. Sealants kk. Packaged Systems Equipment 2. Fabrication Drawings (as applicable to this project): a. Pool envelope with reinforcing steel, expansion joints, control joints. b. Drawing Identification Requirements: 1. Name of AQC 2. Name and location of project 3. Name of Architect 4. Drawing and sheet numbers and date 3. Test Results (as applicable to this project): : a. Concrete Testing b. Compaction c. Pipe Pressure Testing d. Water Analysis Report e. Water Tightness Test 4. Samples (as applicable to this project): : a. Paints-Factory & Field Applied b. Special Finishes c. Gratings d. Guarantees/Warranties: 1. Standard 2. Special e. Special Equipment 5. Close Out Documents a. O & M Manuals b. Record Drawings c. Owners Certificate of Instruction d. Extra Materials e. Warranties 6. Shop and Rough-In Drawings Drawing Identification Requirements: 1. Name of AQC 2. Name and location of project 3. Name of Architect and Aquatic Consultant 4. Drawing and sheet numbers and date 7. Rough-in Drawings a. Provide scaled drawings. b. Show dimensioned locations, sizes, heights, and capacities of all mechanical and electrical services required for each item of equipment specified and/or shown on drawings. c. Location Details: Show exact locations required in the field for other trades to stub-in. d. Rough-ins shall be located within a wall wherever possible as high as possible, and so as not to conflict with the construction or function of the building and equipment. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AQUATIC CONSTRUCTION AND RELATED SYSTEMS 13 15 00 - 8 e. Mechanical and Electrical Services: show both services on the same sheet, with the outline of each piece of equipment specified shown lightly in proper locations. f. Plumbing / Inter-wiring: shown services shall allow for the inter plumbing and/or inter wiring of all equipment specified. 8. Equipment Brochures a. Include manufacturer's data, illustrations specifications, line drawings, rough-in requirements, plumbing and wiring schematics. Required information: 1. Manufacturer and model number 2. Description and model number 3. Size, number and temperature of each water line 4. Electrical Circuits: number, voltage, phase, HP or KW of each. 5. Disconnect size, manufacturer and model number. 6. Accessories: include all equipment extra to standard. 9. Operation & Maintenance Manuals (as applicable to this project): a. Provide one hard copy and an electronic manual as required by the General Provisions of the project. Detailed operation and maintenance information shall be supplied for all equipment requiring maintenance of other attention. The equipment and/or the AQC shall prepare an operation and Maintenance manual for all equipment. Parts list and operating and maintenance instructions shall also be furnished. b. Each operation and maintenance manual shall include the following: 1. Data Sheets including - equipment function and calibration, normal operating characteristics and limiting conditions. 2. Assembly, installation, alignment, adjustment and checking instructions including spare parts lists. 3. Operating instructions for startup, routine and normal operation, regulation and control, shutdown and emergency conditions. 4. Operating cycles shall be specifically described in outline format and in referenced detail. A wall mounted color-coded piping flow diagram shall be provided in the equipment room. Diagram to be engraved on laminated plastic with piping and each valve identified with numbered tags. The minimum size shall be 11”X17”. 5. Include manufactures recommendation maintenance schedule, parts list, piping diagram and trouble shooting information fro all pool mechanical equipment. 6. Using reference to keyed valves and wall diagram, include specific written instructions for procedures to be followed for: a. Procedures for emptying and refilling pool including dewatering during the period when the pool will be empty. b. Water level control adjustments and chemical control operation. c. Filter operation and backwashing. d. Super chlorination e. Normal surge tank operation and balancing. f. Lubrication an Maintenance instructions 7. Guide to “troubleshooting.” 8. Parts list and predicted life of parts subject to wear. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AQUATIC CONSTRUCTION AND RELATED SYSTEMS 13 15 00 - 9 9. Outline, cross section and assembly drawings, engineering data and wiring diagram. 10. Test data and performance curves where applicable. 11. Specific written procedures for emptying and refilling the pools including dewatering during any period when the pool will be empty. a. Include providing two (2) permanent “Yellow” plastic warning signs 8-1/2”X11”, to be mounted in the Equipment Room. b. Signs shall read: WARNING: Prior to emptying Pool consult O&M manuals for procedures Keep all Caps, Plugs and Tops Tight Fitting to Prevent Escape of Fumes. 12. List of service agencies responsible for each item of equipment including fabricated equipment. a. AQC’s name and telephone number. b. AQC's letter that service can be provided within 48 hours notice. c. Care of finished surfaces. 13. The operations and maintenance manual shall in addition to any instructions or parts list packed with or attached to the equipment when delivered, or which may be required by the AQC. 14. Manuals and other data shall be printed on heavy 8-1/2”X11” paper with standard 3 whole punching and inserted in plastic covers. Drawings and diagrams shall be folded separately and placed in envelopes that are bound into the manuals. Each envelope shall bear a suitable identification on the outside. 15. Six (6) bound volumes of each manual shall be submitted. All parts list and information shall be assembled in substantial manuals and permanent, three-ring or three-post binders. Material shall be assembled and bound in the same order as specified, and each volume shall have a table of contents and suitable index tabs. 16. Shipment of equipment shall not be considered complete until all required manuals and data have been received. 17. Period of guarantee and date guarantee goes into effect. D. All submittals shall be checked by Architect/Aquatic Consultant for general conformity only and are subject to the terms of the contract. 1.04 PRODUCT DELIVERY STORAGE AND HANDLING A. Deliver, store and handle equipment to prevent damage and disfigurement. B. Equipment shall not be shipped to job site unless the necessary manpower and unloading equipment are present to handle all items. C. Protect all surfaces from damage during transit and installation. D. Provide temporary skids under units weighing more than 150 pounds. 1.05 GUARANTEE A. AQC shall guarantee all equipment furnished under this contract against defects in material and workmanship for a minimum period of two (2) years. B. Guarantee shall go into effect on date of substantial completion or date put into use by Owner, whichever is shorter. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AQUATIC CONSTRUCTION AND RELATED SYSTEMS 13 15 00 - 10 C. Owner is not responsible for any expense involved in servicing of any item furnished under this contract during guarantee period unless it can be shown that said Owner misused items or that service call was necessary. Final decision shall be by the A/E not subject to further recourse. D. The Owner will ask only the AQC for any warranty service or repair and shall not be expected to direct any calls to any other agency for the AQC. E. The Owner will continuously maintain the installation according to service procedures and directions issued by the manufacturer and Contractor. 1. The guarantee shall not cover damage to the pool attributable to corrosive or other water action, excessive use of acid or other foreign materials during cleaning or for discoloration or other consequences resulting from improper or inadequate use of chemicals or other materials, or from neglect or misuse by the Owner, his agents or users. 2. This guarantee shall also require that the pools be kept full of water, and if drained, supervision shall be furnished by the AQC. PART 2 – PRODUCTS 2.01 SWIMMING POOL A. All work required by this specification is to be provided by AQC and shall conform to requirements set forth by Division 03, Cast-in-Place Concrete. All structural framing and rebar framing shall conform to the requirements set forth by Division 05 Metals. Refer to Structural drawings for details associated with the concrete pool and spa structures. 1. CONCRETE a. Refer to Division 03 in the specifications for concrete requirements and finish. b. Extent of work is shown on the project drawing. Include furnishing of all labor, material and equipment to complete all swimming pool concrete work including reinforcing as shown on the swimming pool and structural drawings. c. Saw cut the existing swimming pool envelope as required for the removal and reinstallation of the pool’s main drains and related piping. 2. LAYOUT WORK a. Before any excavation or construction shall be commenced, the AQC, under supervision of the design architect, shall determine and mark anticipated demolition limits of all work associated with the pool systems as shown on the drawings. 3. FITTING PLACEMENT a. The AQC shall place all special pool fittings, anchors and receptacles that are to be embedded in concrete and shall be responsible for their positioning in accordance with the drawings and requirements of the equipment. b. Bonding lugs are to be provided for all metal pool fittings as required for the bonding system per NEC. 4. STEEL REINFORCEMENT a. All reinforcing steel shall be as set forth as specified and per the drawings. 5. WATER STOPS a. Water stops must be installed and secured prior to application of concrete. Any splices must be made with a splicing iron and the finished “welded” seam must have the same watertight integrity as the unbroken material. Refer to AQS drawings for correct water stop type. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AQUATIC CONSTRUCTION AND RELATED SYSTEMS 13 15 00 - 11 6. EPOXY CRACK REPAIR a. Repair of cracks in the concrete shall be accomplished by means of “Sikadur Hi-Mod” with “Sikastix 370” for sealing cracks and fractured concrete repair. Include recommended by the epoxy system manufacturer. b. Repair of fractured or deteriorated concrete, where noted on the drawings, shall include removal of loose concrete, cleaning and priming of exposed structural steel and epoxy repair of the concrete. Refer to Division 3 for specific instructions for materials needed for repair of these areas. 2.02 DEPTH MARKERS A. Ceramic Depth Marker Tile 1. Provide as per drawings, specifications and as required by Code permanent ceramic depth marker tiles. B. Tiles shall be: 1. (Nominal 6” tiles) 5-7/8” x 5-7/8 ceramic tiles with 4” high letters 2. Frost resistant 3. White background color 4. Printed with ceramic glaze black inks. 5. Tiles at water line, if applicable shall be smooth. 6. Tiles at deck shall be skid resistant. B. Provide depression in concrete to accommodate tile if required to match elevation of adjacent finished surface. 1. Refer to details on drawing for specific information related to this project. 2. Manufacturer: Equal to Inlays Inc., 3333 Commodity Lane, Green Bay, WI, 54304, Phone: 800.426.6873 2.03 IMMERSED POOL WATER SEALANTS A. ELASTOMERIC SEALANTS 1. Required Locations: At all concrete, stainless steel or other material locations identified where chlorinated pool water may come in contact with a joint requiring a sealant. 2. Sealant Type: Two-part, polysulfide-based joint sealant premium gun grade, pourable and self- leveling. Non-staining sealant that cures at an ambient temperature to a firm, flexible, tear-resistant rubber. Highly resilient, which has excellent recovery characteristics after extended periods of compression or elongation. Outstanding resistance to most chemicals, to all weather conditions, aging, and shrinkage. 3. Quality Assurance: a. The AQC shall provide an adequate number of skilled personnel who are thoroughly trained and experienced in joint sealing application techniques. b. Obtain joint sealant materials and accessories from a single manufacturer regularly engaged in manufacturing the product. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AQUATIC CONSTRUCTION AND RELATED SYSTEMS 13 15 00 - 12 c. Provide products, which comply with all state and local regulations controlling use of volatile organic compounds (VOCs). 4. Storage and Application per manufacturers specifications. 5. For Immersed horizontal and vertical joints below gutter/skimmer water level shall have the following characteristics: a. Consistency: Gun grade only. b. Application time (77° F - 50% RH): 1 hour. c. Tack-Free Time: 4 hours. d. Linear Shrinkage: Negligible. e. Shore Hardness: Shore A 20 ± 5. f. Tensile Strength: 125 - 200 psi. (862 – 1379 KPa) g. Elongation: 500%. h. Peel Adhesion (ASTM C794): 20-lb./in. min. (357 g/mm). i. Standards: 1) Federal Specification A-A-1556A, Type M, Grade NS, Class 25, Use T. 2) CRD-C-506, Type II, Classes A & B. 3) ASTM C 920, Type M, Grade NS, Class 25, Use T (Except for application, life requirement). j. Product: Deck-O-Seal #785 or equal. 6. For on-deck horizontal joints, which need to be resistant to moisture and pool water shall have the following characteristics: a. Consistency: Liquid, self-leveling or gun grade as required. b. Application time (77° F - 50% RH): 1 hour. c. Tack-Free Time: 4 hours. d. Linear Shrinkage: Negligible. e. Shore Hardness: Shore A 20 ± 5. f. Tensile Strength: 125 - 200 psi. (862 – 1379 KPa) g. Elongation: 500%. h. Peel Adhesion (ASTM C794): 20-lb./in. min. (357 g/mm). i. Standards: 1) ASTM C 920, Type M, Grade NS, 2) CRD-C-506, Type I, Classes A & B 3) ASTM C 920, Type M, Grade P, Class 25, NT 4) Federal Spec. A-A-1556A, Type M, Grade P, Class 25, NT j. Product: Deck-O-Seal #787 or equal. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AQUATIC CONSTRUCTION AND RELATED SYSTEMS 13 15 00 - 13 7. Color: As selected by Architect. 8. Accessories: Backer Rod, joint filler and primer system as required by manufacturer. 9. Manufacture: Deck-O-Seal, W. R. MEADOWS®, INC., PO Box 338, Hampshire, Illinois 60140-0338. (800) 342-5976. (847) 683-4500. Fax (847) 683-4544. Web Site www.wrmeadows.com. 2.04 CIRCULATION SYSTEMS EQUIPMENT AND FITTINGS A. MAIN DRAINS 1. Stainless steel drain drain body and grating to conform to latest requirements for entrapment proof construction and conform to NSF/ASME A112.8A, 2008 standards. 2. Shall be of a size, type and number as indicated on the drawings. 3. Manufacturer equal to the following: a. Paddock Industries, Inc. or equal construction and certification. 2.05 CIRCULATION EQUIPMENT AND FITTINGS A. FLOOR INLET FITTINGS 1. Fully adjustable floor inlet fitting constructed of ABS plastic and installed in the pool floor. White body with flush diffuser plate. 2. Fittings shall be of the size and type and model number as shown on the drawings. 3. Manufacturer shall be the following or approved equal: a. Recreonics model as shown on the drawings or equal construction and certification. B. SKIMMERS 1. NSF approved 2. PVC constructed body and top with integral weir, removable sediment bucket and as detailed on the drawings. 3. Shall be of a size, type and number as indicated on the drawings. 4. Manufacturer: Pentair model as shown on the drawings or equal construction and certification. B. STAINLESS STEEL PERIMTER GUTTER SYSTEM 1. All materials are to be compatible with the swimming pool environment. Carbon steel, aluminum, magnesium, wood, and fiberglass are not acceptable. Mill Certifications and documentation of stainless steel grade, finish, and carbon content are to be provided to the Engineer for approval prior to fabrication. All stainless steel shall be low carbon (carbon-controlled to no greater than .05% carbon) AISI Type 304 stainless steel that includes molybdenum and nitrogen in the chemical composition (as verified by mill certificates). 2. The perimeter gutter system shall include a stainless steel gutter channel: The gutter trough shall be formed to the dimensions and configuration detailed on the drawings. The shop-fabricated sections shall be delivered to the job site for field installation. The gutter shall contain a minimum of the square inches of cross-sectional area as indicated to ensure smooth, unimpeded water flow. PVC piping shall not be utilized for any function within the gutter trough. 3. The filtered water return tube shall be fitted with variable sized nylon jet inlet nozzles, not over 36" on center around the entire pool perimeter except where inlets shall be expressly deleted at stairways or touch pads. These inlet jets shall be installed so as to provide a stream of filtered WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AQUATIC CONSTRUCTION AND RELATED SYSTEMS 13 15 00 - 14 chlorinated water on a fixed 45º angle directed toward the bottom of the pool. The inlet openings shall not be larger than 9/16" in diameter. The filtered water supply conduit shall be machine welded using the TIG process by the manufacturer in his plant and pressure tested prior to shipment. 4. A continuous handhold shall be incorporated at the water level of the pool on the perimeter gutter system in accordance with the appropriate sections of applicable swimming pool code. 5. Slip-resistance: All horizontal surfaces of the stainless steel perimeter gutter system shall incorporate an integral treatment consisting of a series of uniform upward protrusions extending outwardly from the flat horizontal surface of the stainless steel spaced apart from one another by a distance, which produces a slip-resistant surface. Such slip-resistant treatment must be permanent and may not include the use of any abrasive process, which changes the appearance or corrosion resistance of the stainless steel. The slip-resistant surface shall be certified to comply with the requirements of ASTM C1028 and F-1637-95. 6. Gutter Channel Grating: Water entering the perimeter gutter shall be directed over an energy dissipating diffuser grating with constant orifices, which shall completely cover the gutter channel bed to assure optimum distribution of incoming water and prevent excessive turbulence or rebound to the pool. No cycolac or fiberglass grates or screens of any kind will be acceptable. a. The grating shall be a high-density stabilized polymer grating that shall never require refinishing. The grating shall be machined from a solid block of material, and no fasteners, adhesives, joining or other assembly methods shall be used to fabricate or assemble the grating sections. The grating shall be colorfast and easy to clean with a permanent integral slip-resistant surface, providing no greater than .315-inch (8-mm) opening and shall have a minimum cross-sectional thickness of 1-in. (25.4-mm) or 75-inch (19-mm) as shown on the drawings or specified herein. b. The grating must be guaranteed by the manufacturer for 10 years not to crack, flake, separate, rot, swell, splinter, discolor, or delaminate, regardless of pool water chemistry. Repeated blows from a heavy hammer shall not cause the grating to crack, chip, or shatter. c. NATARE “GPM Grating” or equal. 7. Manufacturer: Natare Corporation, Indianapolis, IN Size and configuration equal to that which is shown on the drawings. 2.06 POOL FILTERS A. WADING POOL FILTER 1. The filter shall be a hi-rate sand filter constructed of a one-piece, fiberglass reinforced tank with UV-resistant coating for extended life and corrosion resistance. 2. Flow system design controls filtration quality and ensure maximum run times between backwashing cycles. 3. Characteristics a. Maximum operating pressure 50 PSIG. b. Full 2” drain. c. 8” access opening for inspection of san bed. d. 3” flange connections. e. Black shell. f. NSF listed 4. MANUFACTURER: Pentair, Triton, Model Type and Model number as shown on the drawings. B. SWIMMING POOL FILTER WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AQUATIC CONSTRUCTION AND RELATED SYSTEMS 13 15 00 - 15 1. Vessels are side-by-side, with man-way access on the ends and all piping above the vessels. 2. All piping ships fully solvent-welded and pre-assembled to ensure fit. 100 psi vessel pressure rating. All vessel models are NSF listed. 3. Filter Tanks are as shown on the drawings: a. Access manway located on tank head, providing easy access for installation and service b. Automatic and manual air relief systems c. Media evacuation port and winterizing drain port d. Vessels feature proprietary PARACOTE ® All-Weather Exterior Coating with UV Inhibitors e. Laterals are injection-molded with reverse 'V' slots 4. Manufacturer: Stark SS Series, Paddock or equal filter construction and certification. 2.07 POOL CIRCULATING PUMPS A. WADING POOL FILTRATION CIRCULATING PUMP 1. Characteristics: a. UL Constructed, NSF Labeled, NEMA Rated b. Oversized strainer basket and volute with Lexan lid c. Standard and Energy-efficient Square Flange Motors available d. Lower HP’s deliver higher performance than industry standard e. Compatible with all cleaning systems, various filters and jet action spas f. Energy efficient motor increases life g. Refer to plans / schedule size, location and model number. h. Manufacturer: Pentair ‘Wisperflo” High Performance Pumps, 1620, Hawkins Ave. Sanford, NC 27330 (919) 774-4151 or approved equal. B. SWIMMING POOL FILTRATION CIRCULATING PUMP 1. CHARACTERISTICS a. Self-priming under NSF standards; NSF listed, NEMA Rated b. Close coupled, all bronze pump with stainless steel basket c. 303 Stainless steel shaft d. Closed Bronze Impeller e. Suction and discharge with hair and lint strainer f. Closed impeller. g. Refer to plans / schedule size, location and model number. h. Manufacturer: Pentair ‘CHK’ Series, 1620, Hawkins Ave. Sanford, NC 27330 (919) 774- 4151 or approved equal. C. SWIMMING POOL BENCH JET PUMP 1. CHARACTERISTICS a. Self-priming under NSF standards; NSF listed, NEMA Rated WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AQUATIC CONSTRUCTION AND RELATED SYSTEMS 13 15 00 - 16 b. Close coupled c. 303 Stainless steel shaft d. Noryl Impeller e. Cam and Ramp™ locking ring design with clear lid for added service convenience. f. Suction and discharge with hair and lint strainer with Lexan lid and stainless steel bolts. g. Closed impeller. h. Refer to plans / schedule size, location and model number. i. Manufacturer: Pentair ‘EQ’ Series, 1620, Hawkins Ave. Sanford, NC 27330 (919) 774- 4151 or approved equal. 2.08 METERING PUMPS 1. Provide chemical metering pumps for the following applications: a. Liquid Chlorine b. Muriatic Acid c. Acid Fume Scrubber 1. Certified NSF/ANSI 61 (acrylic or PCDF liquid ends) 2. Adjustment of the pump capacity is via the stroke length in the range of 10-100 % or can be set at 1 of the 4 stroke frequency settings. This gives an adjustment ratio of 40:1. 3. External control via dry contact pulse (1:1) 4. PVDF Liquid ends are ideal for standardization. 5. Wetted end materials: PP. Acrylic/PVC or PVDF 6. Manufacturer: Prominent Concept Series, model number as scheduled or approved equal. 2.09 CHEMICAL CONTROL PANEL A. OPERATOR INTERFACE 1. Remote Fully interactive Ethernet TCP/IP graphical interface with security access codes 2. Local 2 line, 12 character LCD display, 2 LEDs, 5 buttons B. SENSORS 1. pH, ORP, Temperature C. OPTIONAL SENSORS 1. None D. FIELD UPGRADES 1. Sensor input modules are available for field upgrades. E. INPUTS 1. Digital Inputs – 8 inputs, (7 fully configurable) 2. Analog Inputs - 8 (configurable options) F. OUTPUTS 1. Control Relays 5, (fully assignable) for: a. Acid b. Oxidant c. Chlorine Boost / Caustic Feed d. Probe Wash / Alarm e. Filter Aid / Flow switch test & verify Interlocked with sample and recalculated flow when used for chemical feed. 2. Digital Outputs WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AQUATIC CONSTRUCTION AND RELATED SYSTEMS 13 15 00 - 17 a. UV b. Pump / VFD Control c. Chlorine / Ozone Generator d. Alarm / Eco! Mode mode for Recirc. Pump e. Base feed available if sensor disconnected 3. Analog Outputs a. 2 (isolated, 4-20mA) G. CONTROL 1. On/Off UV Boost / VFD Control 2. ORP assisting Residual Chlorine Boost / Ozone Control 3. P/PI/PID Flow Restored delay (adjustable) 4. intelligent control Emergency Off for Recirculation Pump 5. Eco! Mode Autofill 6. Event Timers Chem Feed Verification (optional) H. COMMUNICATION 1. HTML server on board (standard) 2. 10Base T, TCP/IP Ethernet, Wireless EVDO Cellular, Smartphone / iPad 3. HTML, Micro Web Server with user definable (IP address Router and IP by Owner) I. SECURITY 1. Local and remote access protected by access codes J. SYSTEM 1. Power: 120 or 230 VAC, 60/50 Hz, 5A/3A, single phase only 2. Fusing: 5 amps @ 120 VAC or 2.5 Amps @ 230 VAC 3. Surge Suppression: Relay 2-5 N.O. contacts snubbed @ 0.1 uF, 150 ohm 4. Accessory Power: 15-22 VDC, Unregulated, Thermally Fused @ 50 mA 5. Enclosure: Non-metallic, NEMA 4X, 7.5" x 11.3" x 5.5" (WxHxD) 6. Convenience: Save and restore of "last known good" parameters 7. Multiple pre-loaded configurations and browser views K. WARRANTY 1. 5 years on electronics 2. 2 years on ORP, pH sensors 3. 1 year on all other parts L. MANUFACTURER 1. Prominent DCM 502 Controller or Becs System equivalent. 2.10 FLOWMETER(S) WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AQUATIC CONSTRUCTION AND RELATED SYSTEMS 13 15 00 - 18 A. IMPACT TYPE FLOWMETER FOR CHEMICAL LINES, MISCELLANEOUS WATER FEATURES, BACKWASH PIPING: 1. Backwash, chemical treatment components and water features shall be provided with a impact type flow meter unless noted other wise with a piping flow meter that shall be a pilot, impact ball, variable area type with one piece, impact resistant machined acrylic plastic body and installed on each pool's backwash line GPM scale to be permanently etched or imprinted on the meter. Flow rate indicator to be of stainless steel material. Scale range to be appropriate for specific flow rate. Pipe size to accommodate backwash rate or chemical treatment system flow. 3. Installations are to be installed in a straight run of pipe, with a minimum 10 pipe diameters downstream and minimum 5 pipe diameters upstream of any pipefitting. 4. Quantity as indicated on the drawings. 5. Manufacturer Blue-White Model # W300, U300 or D300 depending on horizontal or vertical location or approved equal manufacturer. B. ANALOG TYPE FLOWMETER FOR FILTER CIRCULATION PIPING SYSTEM: 1. Flow meters shall be installed in the filtered water return lines to each of the pools. 2. Flow meters shall be direct reading analog type with positive displacement, self-powered flow sensor, electrically connected to an instrument calibrated to read in gallons per minute. 3. Flow sensor shall be installed in pool return piping according to manufacturer's recommendations with the dial to be located next to chemical controller as shown on the drawings. 4. Flow meter to be equal to Signet Scientific model as scheduled on the Flow Meter Chart on the Drawings, with compatible paddle wheel flow sensor and wet tap to allow sensor removal without system shut down and install horizontally. Mounting and signal circuit shall be as shown on the drawings. Furnish and install the coaxial cable from the sensor to the flow meter to chemical control panel. 5. Installations are to be installed in a straight run of pipe, with a minimum 10 pipe diameters downstream and minimum 5 pipe diameters upstream of any pipefitting. 6. Quantity as indicated on the drawings. 7. Manufacturer: Signet Model # Series as scheduled on drawings or approved equal manufacturer. 2.11 MAKE-UP WATER LEVEL CONTROLLER A. GENERAL 1. Provide water level controller where shown on the Drawing and described in the specifications. 2. Refer to Equipment Schedule for electrical requirements. B. EQUIPMENT 1. Automatic electronic system for water level control of pool. System consists of a standpipe controller with probes, easy to read LED’s, and wall mounted controller. 2. The Electronic Water Level Controller is equipped with a 100' sensor. 3. 1" valve and features a dual voltage 110/220V system. 4. Detects low water conditions and automatically disperse water to the pre-determined set level. 5. Waterproof enclosure measures 10" x 5" x 4.5" and is wall mounted. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AQUATIC CONSTRUCTION AND RELATED SYSTEMS 13 15 00 - 19 6. The sensor can read up to 100 feet, and features a 1" solenoid valve. 7. Manufacturer: Jandy K1100CKC Levolor Electronic Water Level Controller or approved equal. 2.12 EXISTING WATER HEATER 1. Reset and reconnect existing water heater where shown on the drawings. 2. The AQC is responsible for reconnecting existing gas and flue to existing heater as required. 3. Provide startup for system as required. Notify Owner of any deficiencies with existing heater prior to any new work. 2.13 EXISTING BULK CHEMICAL STORAGE TANK (S) A. AQC to reuse existing chemical storage tanks. 1. Notify Architect/Engineer of any deficiencies with equipment prior to construction. 2. Protect and store tanks during construction. 2.14 VERTICAL FLOAT VALVE A. AQC to provide Float Valve where shown on drawings 1. Install in vertical position when ever possible. Notify Architect/Engineer if valve cannot be installed in vertical application. 2. Valve to be designed for submerged service. 3. PVC flanged body. 4. Two float arms with T316 shaft with T304 stainless 7” steel ball. 5. Fully adjustable to fit design conditions. 6. Size to match incoming service. 7. Manufacturer: Neptune-Benson, 6 Jefferson Drive Coventry, RI 02816, Model # DVERTPVC 2.15 DECK DRAIN A. High-Density Polyethylene (HDPE) Trench Drain 1. 4’-0” sections of trench drain located as shown on the drawings. 2. End Plate / Outlet where required. 3. Coupling where required. 4. Provide outlet as required for connection to deck drain system. 5. Provide coupling as needed to connect to Sch. 80 PVC deck drain system 6. Manufacturer: NDS Dura Slope Trench Drain #090N or equivalent. B. Trench Drain Grating 1. 2’-0” section of HPDE grating with stainless steel screws. 2. Compatible with HPDE Trench Drain body. 3. Manufacturer: NDS Dura Slope Trench Drain Grating #661LG 2.16 PIPES AND VALVES A. GENERAL: Provide piping materials and factory-fabricated piping products of sizes, types, pressure ratings, temperature ratings, and capacities as indicated. Where not indicated, provide proper selection to comply with installation requirements. Provide materials and products complying with the B.O.C.A. Plumbing Code where applicable. Provide sizes and types matching piping and equipment connections; WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AQUATIC CONSTRUCTION AND RELATED SYSTEMS 13 15 00 - 20 provide fittings of materials, which match pipe materials used in swimming pool systems. Where more than one type of materials or products is indicated, selection is Installer's option. B. BASIC PIPING AND FITTINGS 1. General: Provide pipes and pipe fittings complying with Division-22 and 23, "Basic Mechanical Materials and Methods" Section, "Pipes and Pipe Fittings", in accordance with the following: a. Pool Main Drain (MD): Polyvinyl chloride pipe (PVC) Schedule 80; PVC Schedule 80 socket-type fittings, solvent cement joints. b. Gutter Drain Piping (GD): Polyvinyl chloride pipe (PVC) Schedule 80; PVC schedule 80 socket-type fittings, solvent cement joints. c. Pool Supply Piping, Filtered Return (FR): Polyvinyl chloride pipe (PVC) Schedule 80; PVC Schedule 80 socket-type fittings, solvent cement joints. d. Backwash Piping (BW): Polyvinyl chloride pipe (PVC) Schedule 80; PVC Schedule 80 socket-type fittings, solvent cement joints. e. Chemical piping: Backwash Piping (BW): Polyvinyl chloride pipe (PVC) Schedule 80; PVC Schedule 80 socket-type fittings, solvent cement joints. f. Chemical connector or injection tubing (approximately 18” lengths): Polyethylene tubing; SDR 7.5 with PE fittings. g. The pool main circulating piping, the main drain line, the gutter line, and the return line shall be schedule 80 PVC pipe. All penetrations through concrete walls shall be sleeved and closed by AQC using stainless steel link seals by Thunder Head Corporation. h. Connection to water heaters with filtered return (FR) piping shall be made with Schedule 80 CPVC socket-type fittings, solvent cement joints. i. Water Service: Domestic water service supply shall be protected by means of an approved Board-of-Health RPZ device. The piped supply shall be provided by the Plumbing Contractor and shall be of approved materials as specified by the Plumbing Code. j. Deck Drain Piping (DD) (Below Grade): Polyvinyl chloride pipe (PVC) Schedule 80; PVC Schedule 80 socket-type fittings, solvent cement joints. k. Storm Water Piping (ST) (Below Grade): Polyvinyl chloride pipe (PVC) Schedule 80; PVC Schedule 80 socket-type fittings, solvent cement joints. l. Provide Schedule 40 downspout boot for connection to Clubhouse downspouts as shown on the drawings. m. Deck Hydrants Piping (Above and Below Grade): PEX (Cross-linked Polyethylene), XLPEL. PEX tubing, fittings and joints. C. BASIC PIPING SPECIALTIES 1. General: Where required provide piping specialties complying with Division-22 and 23 "Basic Mechanical Materials and Methods" Section, "Piping Specialties", in accordance with the following listing: a. Pipe escutcheons b. Dielectric unions c. Mechanical sleeve seals d. Fire barrier penetration seals WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AQUATIC CONSTRUCTION AND RELATED SYSTEMS 13 15 00 - 21 e. Pipe Sleeves f. Sleeve seals D. VALVES 1. BASIC VALVES - General: Basic valves required for swimming pool systems include the following types: a. Butterfly Valves: Butterfly Valves 2-1/2" – 8”: Type 57 Valve has no metal to media or environment contact whatsoever. Flange stopper prevents over-compressing liners due to improper installation. Absorption channel allows you to never worry about an over-tightened liner causing excessive stem torque. Spherical disc, gain higher CV and extended valve life cycle as a result of new disc design. Offers superior corrosion resistance. 316/403 stainless steel shaft has full engagement over the entire length of the disc and is a non-wetted part, totally isolated from the media. Only solid and abrasion-resistant plastic disc and elastomeric liner are wetted parts. ISO bolt circle on top flange - no body or stem modifications required for accessories. PVC Body - PP Disc 1) Manufacturer: Subject to compliance with requirements, provide butterfly valves of one of the following: a) Asahi Type 57 or equal b. Ball Valves: Ball Valves 2-1/2 Inches and Smaller: 150 psi, 140 degrees, PVC Type I, true union design, dual sliding seats, blowout proof stem, mounting lug sizes in PVC. 1) Manufacturer: Subject to compliance with requirements, provide ball valves of one of the following: a) Chemtrol 1. Plast-O-Matic c. Check Valves: Check Valves 2-1/2 Inches and Smaller: 150 psi, true union threaded/ socket end PVC ball float valve with Viton O-ring seals, and Teflon seats. Manufacturer: Subject to compliance with requirements, provide check valves of one of the following: a) Plast-O-Matic CK/CKS series b) Hayward Industries. c) Chemtrol BC d. Check Valves 3 Inches and Larger: 125 psi, 140 degrees, PVC Type I, Ball Check Valves with silicone free lubricant and have PTFE seats. Note: Sizes from 1/4” to 3/8” and 6”, Flanged End 1) Manufacturer: Subject to compliance with requirements, provide check valves of one of the following: a) Hayward Industries or equal b) Plast-O-Matic CKS series c) NIBCO Chemtrol F. PIPING AND VALVE IDENTIFICATION 1. Provide piping system identification complying with industry standards and specifications stated herein with the following manufacturer and listing: 2. General: Exposed piping in the pool filter room shall be color coded with self adhesive vinyl pipe markers as per Color Code Schedule. Green and white color-coded directional arrows along with color-coded pipe banding tape shall also be required. AQC shall confirm color-coding complies with all applicable regulatory agencies. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AQUATIC CONSTRUCTION AND RELATED SYSTEMS 13 15 00 - 22 3. Pool Piping / Directional Flow Arrows and Pipe Color Coding. a. Local regulatory agency, along with ANSI / OSHA requirements shall govern with respect to size and if there is a conflict with the color code specified. b. Self adhesive vinyl pipe markers as per schedule below, green and white directional flow arrows along with color-code banding. c. Pipe markers, labels and decals as manufactured by Seton, Seton.com, 1-877-899-5928 (Note: Stenciled markers will not be accepted.) 4. Valves: contrasting colored plastic engraved identification tags a. All valves shall be identified with minimum 1-1/2 inch diameter tags stamped with minimum ½-inch high numbers and attached to the valves with contrasting plastic/vinyl engraved identification tags to match color code schedule. b. Plastic laminate engraved tags with nylon or zip-tie attachment is acceptable. c. Valves shall be described as to their function and referenced in the operating instructions manual and wall mounted piping diagram to be prepared by the AQC. d. Manufactured by Seton, Seton.com, 1-877-899-5928 5. Typical Usage - Color Code Schedule: a. Pipe Description Label Color / Text Color Banding Tape Color b. Fresh Water Line Green / White Dark Blue c. Backwash Line Green / White Dark Brown d. Main Drain Lines Green / White Black e. Filtered Water Lines Green / White Aqua f. Chlorine Lines Yellow / Black Orange g. Acid Lines Yellow / Black Pink h. Gutter Line Green / White Olive Green i. Water Feature Lines Green / White G. BASIC SUPPORTS AND ANCHORS 1. General: Provide supports and anchors complying with Divisions 22 and 23. "Basic Mechanical Materials and Methods" Section, "Supports and Anchors", in accordance with the following listing: a. Adjustable steel clevises and adjustable pipe saddle supports for horizontal piping hangers. b. Two-bolt riser clamps for vertical piping supports. c. C-clamps, and steel brackets for building attachments. H. PIPE TESTING 1. All buried pipe shall be checked by the Owner's testing agency or Architect to verify that the support, spacing, workmanship, fittings and materials meet specifications before the subcontractor WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AQUATIC CONSTRUCTION AND RELATED SYSTEMS 13 15 00 - 23 commences with backfilling. Notification of the Architect through the General Contractor is required a minimum of 72 hours prior to planned backfill. 2. All pipe pressure testing shall be coordinated and performed by the AQC and witnessed by the prime contractor’s representative or designated Owner’s on site representative. a. Piping subject to other than atmospheric pressure, after the pipe is laid, the joints completed, and the trench partially backfilled leaving joints exposed for examination, the newly laid line shall be subjected to a hydrostatic pressure of not less than 25 lbs. per square inch gauge, and hold this pressure for a period of 30 minutes. b. A hydrostatic test shall be applied to all gravity drain piping systems, either in their entirety or in sections. c. AQC must adhere to the applicable provisions in Division 15, "General Provisions" and "Basic Materials and Methods" for installation of piping system. 2.17 REDUCERS A. Concentric and eccentric reducers shall be fiberglass by Mer-Made Filter, Inc or 304L low carbon stainless steel or equal. 2.18 GAUGES: PRESSURE / VACUUM A. Shall be provided as per the pool code, drawings and the requirements of the equipment specifications. 1. Pressure Gauges shall be installed on the discharge of the pump(s) 2. Compound Gauges shall be provided at the intake port of the pump(s). 3. Gauges shall be liquid filled, stainless steel bourdon tube type with a minimum 4- inch diameter 304 stainless steel case with a white dial background and black divisions and numerals. 4. Scale ranges shall be selected to indicate the normal system operating pressure of each system or location within the system. Pressure ranges shall be calibrated in psig and vacuum ranges shall be calibrated in inches of mercury. 5. A filter type pressure snubber shall be provided for each pressure gauge. Provide isolation valves or gauge cocks at each gauge for easy replacement and maintenance. 6. Gauges shall be as manufactured by Trerice or approved equal. 2.19 SIGHT GLASS A. General: PVC or chrome plated cast bronze with acrylic body, true-union or flanged connection. NSF/UPC approved. 1. Shall be of a size, type and number as indicated on the drawings and specifications B. Features: Subject to compliance with requirements following: 1. Lincoln Equipment, Inc. 2. Paddock Pool Equip. Co. 3. Recreonics, Inc. 2.20 BACKFLOW PREVENTER A. General: Bronze body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable poly-mer check seats for first and second checks. Removable stain-less steel relief valve seat. Stainless steel cover bolts. Standardly furnished with NPT body connections. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AQUATIC CONSTRUCTION AND RELATED SYSTEMS 13 15 00 - 24 1. Refer to plans for location. 2. Unit shall be of a size, type and number as indicated on the drawings and specifications B. Manufacturer: Watts Model Series 009 or equal. Size 1/4” – 2” as applicable for this project. Refer to equipment schedule for exact model no. 2.21 Hose Bib (Bibb) A. General: Brass body construction, silicone rubber disc renewable seat with loose key handle. NPT body with HPT for hose connections. 1. Refer to plans for location. 2. Refer schedule for exact model number. 3. 3/4” inlet connection as shown on plans. 4. Provide Type “K’ Copper pipe connection to hose bib and threaded coupling as required. Affix whole assembly to fencing at 12” above finish grade as required. 5. Provide slope pipe from source to hose bib so that entire system can be drained-down for winterization. B. Manufacturer: Grainger Proflo, Mueller, Watts, Nibco, EZ-Flo, Zurn or equal PART 3 - EXECUTION 3.01 PREPARATION A. LAYOUT OF WORK 1. Before any demolition the AQC is to verify that the existing site conditions shown on the drawings or described in the specifications are relevant to the design intent. Should there be any discrepancies the AQC is to notify the architect immediately upon discovery. 2. All field installation modifications are to be identified and brought to the attention of the architect and reflected on the As-Built Construction drawings. B. DIMENSIONS AND DESIGN 1. Structural designs as shown on the pool design drawings shall govern. 2. All concrete work shall be in accordance with requirements of Division 3, Concrete. 3.02 INSPECTION A. General: Examine areas and conditions under which pool water systems are to be installed. Do not proceed with work until unsatisfactory conditions have been corrected in manner acceptable to installer. 3.03 INSTALLATION OF POOL WATER PIPING A. General: Install pipes and pipe fittings in accordance with Divisions 22 and 23, “Basic Mechanical Materials and Methods” Section, “Pipe Hangers and Supports”. B. Install pool gutter piping pitched to balance tank at minimum slope of 1/4 inch per foot (two percent). C. Locate groups of pipes parallel to each other, spaced to permit servicing of valves. D. Make branch connections to bottom of horizontal piping, not from top. 3.04 INSTALLATION OF PIPING SPECIALTIES A. Install piping specialties in accordance with Divisions 22 and 23, "Basic Mechanical Materials and Methods" Section, "Piping Specialties." WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AQUATIC CONSTRUCTION AND RELATED SYSTEMS 13 15 00 - 25 B. INSTALLATION OF ANCHORS AND SUPPORTS 1. Install supports and anchors in accordance with Divisions 22 and 23, "Basic Mechanical Materials and Methods" Section, "Supports and Anchors." C. INSTALLATION OF VALVES 1. Install supports and anchors in accordance with Divisions 22 and 23, "Basic Mechanical Materials and Methods" Section, "Valves." D. INSTALLATION OF MAIN DRAIN AND HYDROSTATIC RELIEF VALVE 1. Install main drain and, hydrostatic relief valve as indicated and in accordance with manufacturer's installation instructions. 3.05 POOL CIRCULATION PUMP A. General: Install pumps where indicated, in accordance with manufacturer's published installation instructions, complying with recognized industry practices to ensure that pumps comply with requirements and serve intended purposes. B. Verify that electrical wiring installation is in accordance with manufacturer's submittals and installation requirements of Division-26 Sections. Do not proceed with equipment start-up until wiring installation is acceptable: C. Piping Sections. Refer to Division 22, Piping Sections. Provide piping, valves, accessories, gages, supports and hair trap Strainer as indicated. D. Start-Up: Lubricate pumps before start-up. Start-up shall be in accordance with manufacturer's instructions. E. Cleaning: Clean factory -finished surfaces. Repair any marred or scratched surfaces with manufacture’s touch-up paint. 3.06 INSTALLATION OF WATER LEVEL CONTROLLER A. General: Install water level controller where indicated, and in accordance with installation instructions 3.07 INSTALLATION OF FLOW METER A. General: Install flow meters where indicated, and in accordance with manufacture instructions. 1. Analog type meter for recirculation system. 2. Calibrated meter w/ball float for backwash system. B. Piping: Provide a straight run of pipe on inlet side equal to ten times the inside diameter of the pipe and on the outlet side equal to five times the inside diameter of the pipe. 3.08 INSTALLATION OF CHEMICAL TREATMENT SYSTEM A. General: Install chemical feed system where indicated, in accordance with the manufacture’s installation instructions. B. Support: Set solution tanks on concrete pads, orient so controls and devices needing service and maintenance have adequate access. C. Piping Connections: Provide piping, valves, accessories, gages, and supports as indicated. D. Electrical Supply: Refer to Division - 26 for wiring of units not work of this Section. 3.09 INSTALLATION OF CHEMICAL CONTROL CENTER WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AQUATIC CONSTRUCTION AND RELATED SYSTEMS 13 15 00 - 26 A. General: Install chemical control center where indicated and in accordance to manufacturer’s published installation instructions. B. Mounting: Located unit on wall in pool equipment room so controls have adequate access. C. Piping: Provide 3/4" PVC pipe circulating sampling line from pool water system. D. Electrical Supply: Furnish wiring diagram to Electrical Installer. Refer to Division - 26 for wiring of units, not work of this Section. 3.10 WATER ANALYSIS A. Contractor shall obtain, prior to filling pool for commissioning, an analysis of the water to be utilized in the pool recirculation system. The preferred source for this information shall be the laboratory of the utility supplying the water. If the measurements were taken elsewhere, contractor shall state the location of the place and the lab that did the analysis. 3.11 WATER TIGHTNESS TEST PROCEDURE A. Preparation: Allow the concrete structure to set 28 days for curing purposes. Once the pool shell has gained sufficient strength to withstand the test load and after all the outlets have been securely sealed, the pool shall be filled with water. B. Fill: Fill the pool, surge tank, and gutter system. The water tightness test shall begin after the pool has been filled for a minimum of three (3) days. During the filling, all outlets shall be monitored for water tightness and all concrete joints shall be monitored for any visible leakage. If any visible leakage from the pool shell is observed, the condition shall be corrected prior to the start of the test. 1. After the initial fill, all ground water shall be removed from the pool sight sump or the pool location de-watering system. This shall be completed "prior" to the start of the water tightness test. De- watering of the pool site sump shall be maintained during the entire duration of the test. C. Evaporation Measurement Procedure: Fill a pan or bucket with water and allow the pan / bucket to rest in the natatorium undisturbed pool during the testing period. This will be used to measure evaporation. D. Measurement: On a separate sheet of paper draw a sketch of the pool. Measurements shall be taken at the pool(s), surge tank(s), and gutter system (s). Document the findings on the chart below. Repeat the measurements and document every 12 hours for a total of three (3) days. The General Contractor shall check the pool(s), surge tank(s), and gutter system(s) for water loss with the Architect or owners representative every 12 hours. E. Repair: The allowable leakage rate for an unlined pool structure shall not exceed 0.1 percent of the total water volume in a 24-hour period. (Example: 0.001 x 200,000 gallon pool = 200 gallons per 24 hour period) this excludes the addition of evaporation loss. F. Absorption: Waiting 3 days after the initial water fill will allow the concrete to absorb water and should be sufficient to minimize the effect of absorption on the test results. G. Evaporation: Evaporation should not have a significant effect on natatorium that are completely enclosed during the water tightness test. However, evaporation will have a significant effect on the water level in natatoriums that have good ventilation or are still partially uncovered. If leaks are detected, repair the pool shell and make it watertight. H. With regard to this test, the curing requirements, the final fill and the cost of the water for two (2) complete fillings shall be borne by the Owner. Any subsequent fillings or partial fillings of the pool shall be borne by the AQC. 3.12 FILLING OF POOL A. The Owner shall provide water for two (2) complete fillings of the pool(s). 1. To test pool structure WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AQUATIC CONSTRUCTION AND RELATED SYSTEMS 13 15 00 - 27 2. Final fill for operation. 3.13 CHEMICALS A. The AQC shall provide chemicals as necessary to balance the pool water to the following parameters: 1. pH 7.5 2. Alkalinity: 120 ppm 3. Calcium Hardness: 250 ppm 4. Iron Sequestering: 12 ppm 5. Chlorine: 1 ppm B. The AQC shall provide the required quantities of chemicals for initial start-up of the aquatic systems and the following additional chemicals to the Owner for continued operation of the pools for 30-days. 3.14 COORDINATION A. The AQC shall cooperate with subcontractors of other trades, whose work is in any way affected by, or affects the work under this Section. B. The AQC shall coordinate the work under this Section with that of other trades to effect a complete installation consistent with the requirements and intent of the Drawings and Specifications. C. The AQC shall furnish materials so as to avoid delay in the progress of the work and shall store them as to prevent interference with other work. 3.15 GENERAL INSTALLATION A. Install and connect all equipment in accordance with manufacturer's instructions and recommendations unless otherwise noted. If specified installation is contrary to manufacturer's instructions, cease installation of affected components or systems. Notify Architect/Aquatic Consultant and do not resume installation without clear instructions. B. Protect pipes, conduits, and equipment from damage from inclement weather. C. Parts to be cast into concrete shall be located as detailed on the plans and shall be rigidly supported to resist loads imposed during concrete pour. D. Parts to be cast in concrete shall be located as detailed on the plans shall be rigidly supported to resist loads imposed during concrete pour. E. Water pipe lines shall be flushed free of debris as follows: 1. Completely drain water feature piping and equipment. 2. Remove construction debris and thoroughly sweep all reservoirs and play area clean. Do not flush debris from play area into system drainage system. 3.16 DEFECTIVE WORK AND MATERIALS A. Materials or work found to be defective or not in strict conformity with the drawings, or different from the requirements of the Drawings and Specifications, or defaced or injured, shall be removed and satisfactory material and work substituted. 3.17. CLEAN UP A. Upon completion of the work of this Section, AQC shall remove unused equipment and implements of service, and leave the entire area involved in a neat, clean, and acceptable condition as approved by the Owner. WOODLAND SPRINGS, INC. JANUARY 15, 2018 POOL REPLACEMENT ARD 2017-04 CARMEL, INDIANA 46033 AQUATIC CONSTRUCTION AND RELATED SYSTEMS 13 15 00 - 28 B. Soiled, abraded, or discolored surfaces of the aquatic play area shall be cleaned and left free from blemishes or defects. 3.18 ELECTRICAL BONDING A. See Division 26; Electrical Drawings, Specifications, for bonding and grounding requirements, by Electrical (Sub) Contractor. B. In general, all metal parts that is within five (5) feet of the inside walls of the pool and are not separated by a permanent barrier and all metal parts of the electrical equipment associated with the pool water circulating system must be bonded together; eliminating shock hazard from any stray current. C. Bonding all metal together and then grounding the interconnected metal components bringing everything within touch to the same electrical potential shall be the responsibility of the electrical subcontractor. END OF SECTION 131500