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FY2025-13 Sargent Creek Park Installation with AIM MaintenanceCONTRACTS TRANSMITTAL FORM RETENTION SCHEDULE: CL -09 CONTRACTS Records related to obligations under contracts, leases, and other agreements between the Borough and outside parties, successful bids, and proposals. Active records are kept by the corresponding department. Apply retention (plus 4 years) once contract or agreement expires, or once product is procured. Apply retention (plus 25 years) for agreements that involve real property. DATE: 08/21/2024 REQUESTED BY: Patricia Valerio DEPARTMENT: Engineering & Facilities CONTRACT NO.: FY2025-13 VENDOR OR SERVICE PROVIDER: AIM Maintenance LLC CONTRACT TITLE: Sargent Creek Playground Installation Administrative contracts are contracts approved by the manager within the spending authority allowed by code. Assembly approved contracts are beyond the manager's spending authority and require approval by the Assembly during a meeting. APPROVED BY: Assembly TYPE OF CONTRACT: Contract DATE OF APPROVAL: 8/15/24 PROVIDE DETAILS FOR ANY AUTOMATIC RENEWALS OR EXTENSIONS BELOW: NA - Contract is complete when work is finished EXPIRATION DATE: PURGE DATE: 09/30/2050 If there is no expiration/purge date, enter 9999 as the year for open-ended contracts AND explain the process below on how or when it should be flagged for review. Since has to do with a KIB Park - Purge Date would be 8/15/2049 (plus 25 yrs) FILL OUT BELOW IF THE RECORD AMENDS, EXTENDS, IS A CHANGE ORDER TO A CONTRACT, OR IS AN ADDENDUM TO A CONTRACT DATE: 09/20/2024 CONTRACT NO.: FY2025-13A APPROVED BY: Administrator REQUESTED BY: P. Valerio CATEGORY: Amendment TYPE OF CONTRACT: Contract PROVIDE DETAILS FOR ANY AUTOMATIC RENEWALS OR EXTENSIONS BELOW: N/A EXPIRATION DATE: PURGE DATE: 09/30/2050 If there is no expiration/purge date, enter 9999 as the year for open-ended contracts AND explain the process below on how or when it should be flagged for review. Y:\U - RECORDS\FORMS\20240802 Contracts Transmittal Form.docx Rev. 08/02/2024 FIRST AMENDMENT TO CONTRACT NO. FY2025-13 SARGENT CREEK PARK EQUIPMENT INSTALLATION BETWEEN KODIAK ISLAND BOROUGH AND AIM MAINTENANCE, LLC AUGUST 21, 2024 AMENDED SEPT 16.2024 This First Amendment to Contract No. FY2025-13 ("Amendment") is made and entered into effective as of thc&G ay o %2024 ("Amendment Effective Date"), by and between AIM MAINTENANCE, LLC ("Contractor"), and KODIAK ISLAND BOROUGH (the `Borou h"). Contractor and the Borough are each individually referred to herein as a "RgM�" and collectively as the "Parties". Capitalized terms not otherwise defined herein shall have the respective meanings ascribed to them in the Agreement (as defined below). BACKGROUND A. WHEREAS, Contractor and the Borough entered into Contract No. FY2025-13 (the "Agreement") dated August 21, 2024; and B. WHERAS, the parties agreed to Change Order Number 01 on September 16, 2024, with the no cost extension of the completion date of the project. AGREEMENT NOW, THEREFORE, in consideration of the premises and obligations as set forth in this Amendment, the receipt and adequacy of which is hereby agreed to and acknowledged, the Parties agree as follows: 1. Amendment to start and completion date. a. Final Completion Date: October 14, 2024 2. Counterparts. This Amendment may be executed in one or more facsimile or original counterparts, each of which shall be deemed an original and both of which together shall constitute one and the same instrument. 3. Ratification. All terms and provisions of the Agreement not amended hereby, either expressly or by necessary implication, shall remain in full force and effect. 4. Conflicting Provisions. In the event of any conflict between the terms of the Agreement and this Amendment, the terms of this Amendment shall prevail. 5. Authorization. Each Party executing this Amendment represents and warrants that it is duly authorized to cause this Amendment to be executed and delivered. Contract FY2025-13 Amendment #1 Page 1 of 2 IN WITNESS WHEREOF, the Parties execute this Amendment as of the date first written above. Contractor: AIM MAINTENANCE, LLC By: x4t6,a7.CLa2 (.t/G��GG�i2d9/Ti Name: Athenas Williamson Title: Manager Date: 09/20/2024 The Borough: KODIAKIt6wL, AND BOROUGH By: c Name: L�n�G ;1 i c.vws Title: 3irLo Date: I is Contract FY2025-13 Amendment #1 Page 2 of 2 CONTRACTS TRANSMITTAL FORM RETENTION SCHEDULE: CL -09 CONTRACTS Records related to obligations under contracts, leases, and other agreements between the Borough and outside parties, successful bids, and proposals. Active records are kept by the corresponding department. Apply retention (plus 4 years) once contract or agreement expires, or once product is procured. Apply retention (plus 25 years) for agreements that involve real property. DATE: 08/21/2024 REQUESTED BY: Patricia Valerio DEPARTMENT: Engineering & Facilities CONTRACT NO.: FY2025-13 VENDOR OR SERVICE PROVIDER: AIM Maintenance LLC CONTRACT TITLE: Sargent Creek Playground Installation Administrative contracts are contracts approved by the manager within the spending authority allowed by code. Assembly approved contracts are beyond the manager's spending authority and require approval by the Assembly during a meeting. APPROVED BY: Assembly TYPE OF CONTRACT: Contract DATE OF APPROVAL: 8/15/24 PROVIDE DETAILS FOR ANY AUTOMATIC RENEWALS OR EXTENSIONS BELOW: NA - Contract is complete when work is finished EXPIRATION DATE: PURGE DATE: If there is no expiration/purge date, enter 9999 as the year for open-ended contracts AND explain the process below on how or when it should be flagged for review. Since has to do with a KIB Park - Purge Date would be 8/15/2049 (plus 25 yrs) FILL OUT BELOW IF THE RECORD AMENDS, EXTENDS, IS A CHANGE ORDER TO A CONTRACT, OR IS AN ADDENDUM TO A CONTRACT DATE: CONTRACT NO.: REQUESTED BY: CATEGORY: Select One APPROVED BY: Select One TYPE OF CONTRACT: Select One PROVIDE DETAILS FOR ANY AUTOMATIC RENEWALS OR EXTENSIONS BELOW: EXPIRATION DATE: PURGE DATE: If there is no expiration/purge date, enter 9999 as the year for open-ended contracts AND explain the process below on how or when it should be flagged for review. Y:\U - RECORDS\FORMS\20240802 Contracts Transmittal Form.docx Rev. 08/02/2024 Contract No. FY2025-13 KODIAK ISLAND BOROUGH, ALASKA CONSTRUCTION CONTRACT SARGENT CREEK PLAYGROUND INSTALLATION # 21004 This CONTRACT ("Contract"), between the Kodiak Island Borough, Alaska, herein called the Borough, acting by and through its Borough Manager, and AIM Maintenance, LLC Company Name 377 Neva Way, Kodiak, AK 99615 Company Address (Street or PO Box, City, State, Zip) a/an ❑ Individual ❑Partnership ®Limited Liability Company ❑Sole Proprietorship ❑Corporation incorporated under the laws of the State of Alaska its successors and assigns, herein called the Contractor, is effective the date of the signature of the Borough Manager on this document. The Contractor, for and in consideration of the payment or payments herein specified and agreed to by the Borough, hereby covenants and agrees to furnish and deliver all the materials and to do and perform all the work and labor required in the construction of the above -referenced project as bid by the Contractor, which bid and prices named, together with the Contract Documents (as hereinafter defined) are made a part of this Contract and accepted as such. It is distinctly understood and agreed that no claim for additional work or materials, done or furnished by the Contractor and not specifically herein provided for, will be allowed by the Borough, nor shall the Contractor do any work or furnish any material not covered by this Contract, unless such work or materials is ordered in writing by the Borough. In no event shall the Borough be liable for any materials furnished or used, or for any work or labor done, unless the materials, work, or labor are required by the Contract or on written order furnished by the Borough. Any such work or materials which may be done or furnished by the Contractor without written order first being given shall be at the Contractor's own risk, cost, and expense and the Contractor hereby covenants and agrees to make no claim for compensation for work or materials done or furnished without such written order. Payment under this Contract shall not exceed Fifty -Two Thousand Dollars and Zero Cents ($52,000.00) for the Base Bid. The Contractor further covenants and agrees that all materials shall be furnished and delivered, and all work and labor shall be done and performed, in every respect, to the satisfaction of the Borough, on or before: September 30, 2024. It is expressly understood and agreed that in case of the failure on the part of the Contractor, for any reason, except with the written consent of the Borough, to complete the furnishing and delivery of materials and the doing and performance of the work before the aforesaid date, the Borough shall have the right to deduct from any money due or which may become due the Contractor, or if no money shall be due, the Borough shall have the right to recover Liquidated Damages as described in the General Conditions Sargent Creek Playground Installation Contract FY2025-13 Page 1 of 3 Contract No. FY2025-13 for each calendar day elapsing between the time stipulated for achieving completion of an individual phase and the actual date of completion of that phase in accordance with the terms hereof; such deduction to be made, or sum to be recovered, not as a penalty but as liquidated damages. Provided, however, that upon receipt of written notice from the Contractor of the existence of causes over which the Contractor has no control and which must delay furnishing of materials or the completion of the work, the Contracting Officer may, at his or her discretion, extend the period specified for the furnishing of materials or the completion of the work, and in such case the Contractor shall become liable for liquidated damages for delays commencing from the date on which the extended period expires. The bonds given by the Contractor in the sum of $ 2,600.00 Bid Bond, to secure the proper compliance with the terms and provisions of this Contract, are submitted herewith and made a part hereof. The Contractor further covenants and agrees that the entire construction will be done under the administration of and to the complete satisfaction of the Borough subject to the inspection at all times and approval by any regulatory agency, and in accordance with the laws of the State of Alaska and the Borough. For purposes of this Contract, Contracting Officer means David Conrad, or any other person designated by the Borough Manager, Aimee Williams. The Contractor is an independent contractor and not an employee or agent of the Borough. Contract Documents shall have the meaning ascribed by the General Conditions of the Construction Contract, and include but are not limited to this Contract, the General Conditions of the Construction Contract, the Supplementary Conditions, and the following listed documents: 1) Bid Package Issued June 14, 2024 2) Bidder's submission dated July 18, 2024. Sargent Creek Playground Installation Contract FY2025-13 Page 2 of 3 Contract No. FY2025-13 IN WITNESS WHEREOF the parties hereto have executed this Contract and agree to its terms and conditions. CONTRACTOR AIM Maintenance, LLC Company Name .A%L44�- Gf%iz Signature of Authorized Company Representative Athenas Williamson Manager Name and Title August 21, 2024 Date IAK ISLAND BORO ®AVID CONRAD Signature of Borough Manager Vor- Aimee Williams DAVID CONRAD Typed Name Date Nova M. Javier Borough Clerk (ATTEST) o Sargent Creek Playground Installation Contract FY2025-13 Page 3of3 Bid Package Issued June 14, 2024 Page 1 of 322 1 - KODIAK ISLAND BOROUGH a Sargent Creek Playground Equipment Installation ISSUED: June 14, 2024 Bid Package Issued June 14, 2024 Page 2 of 322 IMPORTANT BIDDER REGISTRATION FORM In order to receive addenda and any other information which may impact the bid time or quantities, bidder shall fill out the contact information below and return to the Kodiak Island Borough. ONLY REGISTERED BIDDERS WILL RECEIVE NOTIFICATIONS. Bidder's Contact Information Name of Company: Contact Name: Street Address: City, State, Zip: Phone Number: Fax Number: Email: Return this form via fax, email, regular mail, or hand delivered to the following location: Patricia Valerio, Projects Assistant Engineering/Facilities Department Kodiak Island Borough 710 Mill Bay Road Kodiak, Alaska 99615-6398 Phone: (907) 486-9341 Fax: (907) 486-9394 pvalerio@kodiakak.us END OF BIDDER REGISTRATION FORM Sargent Creek Playground Equipment BIDDER REGISTRATION FORM Installation Bid Package Issued June 14, 2024 TABLE OF CONTENTS 00001 Project Title Page 00100 Invitation to Bid 00200 Instructions to Bidders 00200a Subcontractor Report 00400 Information Required at Time of Bid 00410 Bid Form 00415 Non -Collusion Affidavit 00416 Bid Bond 00417 Pre -award Qualification 00510 Construction Contract 00610 Performance and Payment Bonds 00700 General Conditions Cover 00710 General Conditions 00800 Supplementary Conditions 00900 Closeout Documents 01100 Summary 02880 Playground Equipment END TABLE OF CONTENTS Sargent Creek Playground Equipment Installation Page 3 of 322 TABLE OF CONTENTS Bid Package Issued June 14, 2024 Page 4 of 322 k1l 0(s] I [170[IIIIIII1H PROJECT TITLE PAGE RURAL SCHOOL PLAYGROUND REPLACEMENTS KODIAK, ALASKA BID DOCUMENTS June 14, 2024 ACKNOWLEDGEMENTS OWNER KODIAK ISLAND BOROUGH END OF SECTION 00001 Sargent Creek Playground Equipment PROJECT TITLE PAGE Installation 00001-1 Bid Package Issued June 14, 2024 Page 5 of 322 SECTION 00100 INVITATION TO BID The KODIAK ISLAND BOROUGH will receive sealed bids until 2:00pm (local time), July 18, 2024, for the SARGENT CREEK PLAYGROUND EQUIPMENT INSTALLATION PROJECT, Kodiak, Alaska. A. All work to be done under one Contractor as described below: Remove existing equipment, install new playground equipment and surfacing materials at Sargent Creek Park. New playground equipment will be provided by the Kodiak Island Borough. B. All work must be substantially complete not later than September 16, 2024, and final completion achieved not later than September 30, 2024. C. The Kodiak Island Borough reserves the right to reject or accept any or all bids, and to waive irregularities or informalities in the bid or in the bidding. D. All work must comply with applicable Federal, State, and Local permitting, codes, and standard including requirements and conditions of employment to be observed and minimum wage rates to be paid under the Contract. E. All bids shall be accompanied by a bid bond, certified check, cashier check or money order in the amount of not less than five percent (5%) of the total amount bid. Bid bonds shall be in a form satisfactory to the Kodiak Island Borough. F. There will be a mandatory ,lire -bid conference at the Sargent Creek Park (Women's Bay Fire Department) 538 Sargent Creek Road, Kodiak, AK 99615, on July 8, 2024 starting at 3:00pm local time. All interested bidders are strongil encouraged to attend this nre-bid conference. G. Complete bidding documents for this project are available in electronic form on the Kodiak Island Borough website, www.kodiakak.us. They may be viewed online and downloaded without charge and without deposit. H. Clarification or interpretation of the Bidding Documents shall be made through a written request to the Contact Person and shall be due July 9th, 2024 at 4:00pm local time. Any required clarification or interpretation of the Bidding Documents will be made by Addendum, which will be posted on the Kodiak Island Borough website. Only Registered bidders will receive notification that an addendum is available. For further information refer to the Instructions to Bidders. CONTACT PERSON: Patricia Valerio, Projects Assistant Engineering and Facilities Department Kodiak Island Borough 710 Mill Bay Road Kodiak, AK 99615 Phone: 907-486-9341 Fax: 907-486-9394 pvalerio@kodiakak.us BID PACKAGE AVAILABLE June 14, 2024 Sargent Creek Playground Equipment INVITATION TO BID Installation 00100-1 Bid Package Issued June 14, 2024 Page 6 of 322 SUBMIT BIDS TO: Office of Finance — RM 104 Kodiak Island Borough 710 Mill Bay Road Kodiak, AK 99615-6398 BID ENVELOPES MUST BE CLEARY MARKED WITH PROJECT TITLE: SARGENT CREEK PLAYGROUND EQUIPMENT INSTALLATION BIDS WILL BE RECEIVED AT THE BOROUGH FINANCE OFFICE AND ONLY UNTIL THE TIME STATED ABOVE, AT WHICH TIME THEY WILL BE PUBLICLY OPENED AND READ ALOUD IN THE ASSEMBLY CHAMBERS, 710 MILL BAY ROAD, KODIAK, ALASKA. BIDS RECEIVED AFTER THE TIME STATED ABOVE WILL BE RETURNED UNOPENED. BIDDING CLOSES 2:00 PM (LOCAL TIME), July 18, 2024. AIMEE WILLIAMS BOROUGH MANAGER END OF SECTION 00100 Sargent Creek Playground Equipment INVITATION TO BID Installation 00100-2 Bid Package Issued June 14, 2024 Page 7 of 322 SECTION 00200 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS. Terms used in these Instructions to Bidders and the Notice Inviting Bids, which are defined in the General Conditions, have the meanings assigned to them in the General Conditions. The term 'Bidder" means one who submits a Bid directly to the OWNER, as distinct from a sub -bidder, who submits a Bid to a Bidder. 2.0 INTERPRETATIONS AND ADDENDA. a. INTERPRETATIONS. Clarification or interpretation of the Bidding Documents shall be made through a written request to the Project Manager at least five days prior to the date for receipt of bids. Questions received less than seven Days prior to the Deadline for Bids may not be answered. Only questions answered by formal written Addendum will be binding. Oral and other interpretations or clarifications will be without legal effect. b. ADDENDA. Interpretations, corrections, and changes of the Bidding Documents will be made by Addendum. Addenda will be made available through the Kodiak Island Borough website. Registered Bidders will receive notification that an addendum is available. Bidders are responsible for downloading the addendum from the Kodiak Island Borough website. 3.0 FAIR COMPETITION. More than one Bid from an individual, firm, partnership, corporation, or association under the same or different names will not be considered. If the OWNER believes that any Bidder is interested in more than one Bid for the WORK contemplated, all Bids in which such Bidder is interested will be rejected. If the OWNER believes that collusion exists among the Bidders, all Bids will be rejected. 4.0 RESPONSIBILITY OF BIDDERS. Only responsive Bids from responsible Bidders will be considered. A Bid submitted by a Bidder determined to be not responsible may be rejected. The OWNER may find a bidder to be not responsible for any one of the following reasons, but is not limited in its responsibility analysis to the following factors: a. Evidence of bid rigging or collusion; b. Fraud or dishonesty in the performance of previous contracts; c. Record of integrity; d. More than one bid for the same work from an individual, firm, or corporation under the same or different name; e. Unsatisfactory performance on previous or current contracts; f. Failure to pay, or satisfactorily settle, all bills due for labor and material on previous contracts; g. Uncompleted work that, in the judgment of the OWNER, might hinder or prevent the bidder's prompt completion of additional work, if awarded; h. Failure to reimburse the OWNER for monies owed on any previous contracts; i. Default under previous contracts; j. Failure to comply with any qualification requirements of the OWNER; special standards for responsibility, if applicable, will be specified. These special standards establish minimum standards or experience required for a responsible Bidder on a specific contract; k. Lack of skill, ability, financial resources, or equipment required to perform the contract; Sargent Creek Playground Equipment INSTRUCTIONS TO BIDDERS Installation 00200-1 Bid Package Issued June 14, 2024 Page 8 of 322 or 1. Lack of legal capacity to contract. m. Bidders must be registered as required by law and in good standing for all amounts owed to the OWNER. Nothing contained in this section deprives the OWNER of its discretion in determining the lowest responsible bidder. Before a Bid is considered for award, a Bidder may be requested to submit information documenting its ability and competency to perform the WORK, according to general standards of responsibility and any special standards which may apply. It is Bidder's responsibility to submit sufficient, relevant, and adequate information. OWNER will make its determination of responsibility and has no obligation to request clarification or supplementary information. 5.0 NON-RESPONSIVE BIDS. Only responsive Bids will be considered. Bids may be considered non-responsive and may be rejected. Some of the reasons a Bid may be rejected for being non- responsive are: a. If a Bid is received by the OWNER after the Deadline for Bids. b. If the Bid is on a form other than that furnished by the OWNER, or legible copies thereof, or if the form is altered or any part thereof is detached; or if the Bid is improperly signed. c. If there are unauthorized additions, conditional or alternate Bids, or irregularities of any kind which may tend to make the bid incomplete, indefinite, ambiguous as to its meaning, or in conflict with the OWNER's Bid document. d. If the Bidder adds any unauthorized conditions, limitations, or provisions reserving the right to accept or reject any award, or to enter into a contract pursuant to an award. This does not exclude a Bid limiting the maximum gross amount of awards acceptable to any one Bidder at any one Bid opening, provided that any selection of awards will be made by the OWNER. e. If the Bid does not contain a Unit Price for each pay item listed, except in the case of authorized alternate pay items. f. If the Bidder has not acknowledged receipt of each Addendum. g. If the Bidder fails to furnish an acceptable Bid guaranty with the Bid. h. If any of the Unit Prices Bid are excessively unbalanced (either above or below the amount of a reasonable Bid) to the potential detriment of the OWNER. i. If a Bid modification does not conform to Article 10.0 of this Section. 6.0 BIDDER'S EXAMINATION OF CONTRACT DOCUMENTS. It is the responsibility of each Bidder before submitting a Bid: a. To examine thoroughly the Contract Documents, and other related data identified in the Bidding documents (including "technical data" referred to below): 1. To consider federal, state and local laws and regulations that may affect cost, progress, or performance of the WORK, 2. To study and carefully correlate the Bidder's observations with the Contract Documents, and other related data; and b. To notify the OWNER of all conflicts, errors, or discrepancies in or between the Contract Documents and such other related data. c. The submission of a Bid will constitute an incontrovertible representation by the Bidder that the Bidder has complied with every requirement of Article 6.0, "Bidder's Examination of Contract Documents " herein, that without exception the Bid is premised Sargent Creek Playground Equipment INSTRUCTIONS TO BIDDERS Installation 00200-2 Bid Package Issued June 14, 2024 Page 9 of 322 upon performing the WORK required by the Contract Documents and such means, methods, techniques, sequences, or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance of the WORK. 7.0 BID FORM. a. Bids and bidding information shall be submitted on the Bid Form and other documents provided and as stipulated in the Invitation to Bid. b. All blanks on the Bid Form shall be filled out. c. All requested Alternates shall be bid. If no change in the Base Bid is required, enter "0." d. The Bidder shall make no stipulations on the bid form nor qualify the Bid in any other manner. e. All documents requiring a signature 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 the current power of attorney attached certifying the agent's authority to bind the Bidder. 8.0 SUBMISSION OF BIDS. All information required for bidding shall be submitted in accordance with the Invitation to Bid. The Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. Oral, telephonic, telegraphic, facsimile or other transmitted bids will not be considered. 9.0 DISCREPANCIES IN BIDS. In the event there is more than one Pay Item in a Bid Schedule, the Bidder shall furnish a price for all Pay Items in the schedule, and failure to do so may render the Bid non-responsive and cause its rejection. In the event there are Unit Price Pay Items in a Bid Schedule and the "amount" indicated for a Unit Price Bid Item does not equal the product of the Unit Price and quantity, the Unit Price shall govern and the amount will be corrected accordingly, and the Bidder shall be bound by said correction. In the event there is more than one Pay Item in a Bid Schedule and the total indicated for the schedule does not agree with the sum of the prices Bid on the individual items, the prices Bid on the individual items shall govern and the total for the schedule will be corrected accordingly, and the Bidder shall be bound by said correction. 10.0 BID MODIFICATIONS AND UNAUTHORIZED ALTERNATIVE BIDS. a. A Bid may not be modified, withdrawn, or canceled by the Bidder for 90 days following the time and date designated for the receipt of Bids, and each Bidder so agrees in submitting a Bid. b. Prior to the date and time designated for receipt of Bids, a Bid submitted may be modified or withdrawn by the Bidder. c. 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. 11.0 AWARD OF CONTRACT. Award of a contract, if it is awarded, will be on the basis of materials and equipment described in the Drawings or specified in the Technical Specifications and will be made to the lowest responsive, responsible Bidder whose Bid complies with all the requirements prescribed. Unless otherwise specified, any such award will be made within the period stated in the Notice Inviting Bids that the Bids are to Sargent Creek Playground Equipment INSTRUCTIONS TO BIDDERS Installation 00200-3 Bid Package Issued June 14, 2024 Page 10 of 322 remain open. Unless otherwise indicated, a single award will be made for all the Bid items in an individual Bid Schedule. If the OWNER has elected to advertise this Project with a Base Bid and Alternates, the OWNER may elect to award the contract for the Base Bid, or the Base Bid in combination with one or more Alternates selected by the OWNER. In either case, award shall be made to the responsive, responsible bidder offering the lowest total Bid for the WORK to be awarded. 12.0 BID PROTESTS A formal written protest shall be filed by an aggrieved bidder within 10 days after announcement of the notice of intent to award. Late protests shall not be considered. The written protest shall, at a minimum, include the following: Name, address, and phone number of protesting contractor; Authorized signature of the protesting contractor, or the contractor's representative Identification of the proposed award; Copies of all relevant documents; Reason for the bid protest. Protests will be evaluated by the Kodiak Island Borough Manager. The decision of the Borough Manager shall be final. END OF SECTION 00200 Sargent Creek Playground Equipment INSTRUCTIONS TO BIDDERS Installation 00200-4 Bid Package Issued June 14, 2024 Page 11 of 322 :1 019i1 C97\D1119111171 SUBCONTRACTORREPORT LIST OF SUBCONTRACTORS (AS 36.30.115) The apparent low Bidder must submit a list of Subcontractors that the Bidder proposes to use in the performance of this contract on the fifth business day following the Notice of Award. If the fifth day falls on a weekend or holiday, the report is due by close of business on the next business Day following the weekend or holiday. The Subcontractor Report list must include each Subcontractor's name, address, location, evidence of valid Alaska Business License, and valid Alaska Contractor's Registration under AS 08.18. If no Subcontractors are to be utilized in the performance of the WORK, write in ink or type "NONE" on line (1) below SUBCONTRACTOR ADDRESS 1. 2. 3. 4. IAK Contractor License No. 2 A Business License No I 2 I 2 1 Contact Name 2 Phone No. Type of Contract ✓ if Work Amount DBE o �o $ I certify that the above listed Alaska Business License(s) and CONTRACTOR Registration(s), if applicable, were valid at the time Bids were opened for thisProject. CONTRACTOR, Authorized Signature CONTRACTOR, Printed Name COMPANY Sargent Creek Playground Equipment SUBCONTRACTOR REPORT Installation 00200a -1 Bid Package Issued June 14, 2024 Page 12 of 322 A. A Bidder may replace a listed Subcontractor if the Subcontractor: 1. fails to comply with AS 08.18; 2. files for bankruptcy or becomes insolvent; 3. fails to execute a contract with the Bidder involving performance of the WORK for which the Subcontractor was listed and the Bidder acted in good faith; 4. fails to obtain bonding; 5. fails to obtain insurance acceptable to the OWNER; 6. fails to perform the contract with the Bidder involving work for which the Subcontractor was listed; 7. must be substituted in order for the CONTRACTOR to satisfy required state and federal affirmative action requirements; 8. refuses to agree or abide with the Bidder's labor agreement; or 9. is determined by the OWNER not to be responsible. 10. is not in "Good Standing" with the OWNER as required in Section 00200— Instructions to Bidders. B. If a Bidder fails to list a Subcontractor or lists more than one Subcontractor for the same portion of WORK, the Bidder shall be considered to have agreed to perform that portion of WORK without the use of a Subcontractor and to have represented the Bidder to be qualified to perform that WORK. C. A Bidder who attempts to circumvent the requirements of this section by listing as a Subcontractor another contractor who, in turn, sublets the majority of the WORK required under the contract violates this section. D. If a contract is awarded to a Bidder who violates this section, the OWNER may: 1. cancel the contract; or 2. after notice and a hearing, assess a penalty on the Bidder in an amount that does not exceed 10 percent of the value of the subcontract at issue. E. On the Subcontractor Report, the apparent low Bidder must list any Subcontractors anticipated to perform WORK with a value of greater than one-half of one percent of the intended award amount, or $2,000, whichever isless. F. An apparent low Bidder who fails to submit a completed Subcontractor Report within the time specified in this section may be found to be not a responsible Bidder and may be required to forfeit the Bid security. The OWNER will then consider the next lowest Bidder for award of the contract. END OF SECTION 00200a Sargent Creek Playground Equipment SUBCONTRACTOR REPORT Installation 00200a - 2 Bid Package Issued June 14, 2024 Page 13 of 322 SECTION 00400 INFORMATION REQUIRED AT TIME OF BID 1.1. The Kodiak Island Borough (KIB) requires the following at the time of bid for a bid to be deemed responsive: 1. Bidder Registration Form fully executed. 2. Bid Form including fully executed Acknowledgment of Addenda and Bidder Qualifications. 3. Pre -Award Qualification 4. Fully executed Bid Bond in the amount of 5% of the bid 5. Non -Collusion Affidavit END OF SECTION 00400 Sargent Creek Playground Equipment INFORMATION REQUIRED AT TIME OF BID Installation 00400-1 Bid Package Issued June 14, 2024 Page 14 of 322 SECTION 00410 BID FORM Sargent Creek Playground Equipment Installation agrees to perform the work required at the amount specified in strict conformance with the terms of this solicitation and the Contract Documents. This offer is valid for ninety (90) calendar days after the date offers are due. If differences between the written and printed form, the written form shall prevail. BASE BID: Remove existing equipment, install new playground equipment and surfacing materials at Sargent Creek Park. New playground equipment is provided by the Kodiak Island Borough. (printed) ACKNOWLEDGEMENT OF ADDENDA The offeror acknowledges receipt of addenda to the solicitation. Provide the number and date of each. Addendum Number Date Sargent Creek Playground Equipment BID FORM Installation 00410-1 Bid Package Issued June 14, 2024 Page 15 of 322 BIDDER QUALIFICATIONS Kodiak Island Borough will only accept bids from qualified bidders. To be qualified to bid on this project bidder must certify that: 1. Bidder is a construction contractor duly licensed in Alaska, who owns, operates, or maintains a place of business, regularly engaged in commercial or residential construction projects. 2. Bidder is a certified playground installer of GameTime, a P1ayCore Company and has the necessary experience, organization, technical qualifications, financial resources, and facilities available to perform the contemplated work. 3. Bidder has a current Alaska Business license and in all respects meets Federal, State, and local requirements to qualify as a responsible bidder. By signing this form (and providing seal if a corporation) Bidder warrants that it meets these requirements. Failure to provide the required signatures and other information may disqualify the bid. Respectfully submitted: Date: By: Signature: Contracting Firm (Seal if by Corporation) Business Address Title: END OF SECTION 00410 Sargent Creek Playground Equipment BID FORM Installation 00410-2 Bid Package Issued June 14, 2024 SECTION 00415 NON -COLLUSION AFFIDAVIT NON -COLLUSION AFFIDAVIT Page 16 of 322 The Undersigned declares, under penalty of perjury under the laws of the United States, that neither he/she nor the firm, association or corporation of which he is a member, a bidder on this project has, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with this bid. The Undersigned has read the foregoing proposal and hereby agrees to the conditions stated therein by affixing his/her signature below: Telephone Number Signature Name and Title of Person Signing END OF SECTION 00415 Sargent Creek Playground Equipment NON COLLUSION AFFIDAVIT Installation 00415-1 Bid Package Issued June 14, 2024 Page 17 of 322 SECTION 00416 1:31i7TOO i1 We, the undersigned, _as Principal, and as Surety, are hereby held and firmly bound onto KODIAK ISLAND BOROUGH as Owner in the penal sum of for the payment of which, well and truly to be made, we hereby jointly and severally, bind ourselves, our heirs, executors, administrators, successors, and assigns. The condition of the above obligation is such that whereas the Principal has submitted to the KODIAK ISLAND BOROUGH a certain Bid, attached hereto and hereby made a part hereof, to enter into a contract in writing for the project: (project title and location) NOW, THEREFORE, (a) If said Bid shall be rejected, or in the alternate, (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the Form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a bond for his faithful performance of said contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said Bid, then this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall in no event exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bonds shall be in no way impaired or affected by any extension of the time within which the Owner may accept such Bid, and said Surety does hereby waive notice of any such extension. IN WITNESS WHEREOF, The Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by the proper officers, the day and year set forth below. SEAL Signed this day of 12024 Principal Surety By: END OF SECTION 00416 Sargent Creek Playground Equipment BID BOND Installation 00416-1 Bid Package Issued June 14, 2024 Page 18 of 322 SECTION 00417 PRE -AWARD QUALIFICATION Kodiak Island Borough Finance Department 710 Mill Bay Road Kodiak, Alaska 99615 dcross@kodiakak.us Phone (907) 486-9325 Fax (907) 486-9392 FINANCE DEPARTMENT VENDOR PRE -AWARD QUALIFICATION KIB Code 3.30.115 A. The borough shall not award a contract or purchase order to any person, corporation, or other business entity which is delinquent in paying (1) any tax levied by the borough; (2) any special assessment levied by the borough; (3) any charge for utility or municipal waste services; or (4) any other borough fee due under the code, unless the person, corporation, or other business entity cures the delinquency within 30 days after the mailing of written notice of the delinquency. VENDOR/CONTRACTOR: ADDRESS: Upon review the vendor/contractor's account records indicate (check one) Dated as of- compliance £ compliance with KIBC 3.30.115 A. and B. or a delinquency according to KIB financial records Reviewer signature: Reviewer comments: END OF SECTION 00417 Sargent Creek Playground Equipment PRE -AWARD QUALIFICATION Installation 00417-1 Bid Package Issued June 14, 2024 Page 19 of 322 k1l 0(s] 1113011111-71111 CONSTRUCTION CONTRACT KODIAK ISLAND BOROUGH, ALASKA CONSTRUCTION CONTRACT PROJECT NAME AND NUMBER This CONTRACT ("Contract"), between the Kodiak Island Borough, Alaska, herein called the Borough, acting by and through its Borough Manager, and Company Name Company Address (Street or PO Box, City, State, Zip) a/an ❑ Individual ❑Partnership ❑Joint Venture ❑Sole Proprietorship ❑Corporation incorporated under the laws of the State of , its successors and assigns, herein called the Contractor, is effective the date of the signature of the Borough Manager on this document. The Contractor, for and in consideration of the payment or payments herein specified and agreed to by the Borough, hereby covenants and agrees to furnish and deliver all the materials and to do and perform all the work and labor required in the construction of the above -referenced project as bid by the Contractor, which bid and prices named, together with the Contract Documents (as hereinafter defined) are made a part of this Contract and accepted as such. It is distinctly understood and agreed that no claim for additional work or materials, done or furnished by the Contractor and not specifically herein provided for, will be allowed by the Borough, nor shall the Contractor do any work or furnish any material not covered by this Contract, unless such work or materials is ordered in writing by the Borough. In no event shall the Borough be liable for any materials furnished or used, or for any work or labor done, unless the materials, work, or labor are required by the Contract or on written order furnished by the Borough. Any such work or materials which may be done or furnished by the Contractor without written order first being given shall be at the Contractor's own risk, cost, and expense and the Contractor hereby covenants and agrees to make no claim for compensation for work or materials done or furnished without such written order. Payment under this Contract shall not exceed dollars ($ ) . The Contractor further covenants and agrees that all materials shall be furnished and delivered and all work and labor shall be done and performed, in every respect, to the satisfaction of the Sargent Creek Playground Equipment CONSTRUCTION CONTRACT Installation 00510-1 Bid Package Issued June 14, 2024 Page 20 of 322 Borough, on or before: or within_ calendar days following the date of notice to proceed. [The Borough's signature below shall constitute notice to proceed.] It is expressly understood and agreed that in case of the failure on the part of the Contractor, for any reason, except with the written consent of the Borough, to complete the furnishing and delivery of materials and the doing and performance of the work before the aforesaid date, the Borough shall have the right to deduct from any money due or which may become due the Contractor, or if no money shall be due, the Borough shall have the right to recover Liquidated Damages as described in the Special Conditions for each calendar day elapsing between the time stipulated for achieving substantial completion of an individual phase and the actual date of completion of that phase in accordance with the terms hereof; such deduction to be made, or sum to be recovered, not as a penalty but as liquidated damages. Provided, however, that upon receipt of written notice from the Contractor of the existence of causes over which the Contractor has no control and which must delay furnishing of materials or the completion of the work, the Contracting Officer may, at his or her discretion, extend the period specified for the furnishing of materials or the completion of the work, and in such case the Contractor shall become liable for liquidated damages for delays commencing from the date on which the extended period expires. The bonds given by the Contractor in the sum of $ Payment Bond, and $ Performance Bond, to secure the proper compliance with the terms and provisions Contract, are submitted herewith and made a part hereof. of this The Contractor further covenants and agrees that the entire construction will be done under the administration of and to the complete satisfaction of the Borough subject to the inspection at all times and approval by any regulatory agency, and in accordance with the laws of the State of Alaska and the Borough. For purposes of this Contract, Contracting Officer means or any other person designated by the Borough Manager. The Contractor is an independent contractor and not an employee or agent of the Borough. Contract Documents shall have the meaning ascribed by the General Conditions of the Construction Contract, and include but are not limited to this Contract, the General Conditions of the Construction Contract, the Supplementary Conditions, and the following listed documents: (1 (2) IN WITNESS WHEREOF the parties hereto have executed this Contract and agree to its terms and conditions. Sargent Creek Playground Equipment CONSTRUCTION CONTRACT Installation 00510-2 Bid Package Issued June 14, 2024 CONTRACTOR Company Name Signature of Authorized Company Representative Typed Name and Title Date KODIAK ISLAND BOROUGH Signature of Borough Manager Typed Name Date Borough Clerk (ATTEST) END OF SECTION 00510 Page 21 of 322 Sargent Creek Playground Equipment CONSTRUCTION CONTRACT Installation 00510-3 Bid Package Issued June 14, 2024 10 Dral I 11729IIILSD] PAYMENT AND PERFORMANCE BONDS PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: Page 22 of 322 Of as Principal, and Surety, firmly bound And held unto the Kodiak Island Borough in the penal sum of dollars ($ ), good and lawful money of the United States of America for the payment whereof, well and truly to be paid to the Kodiak Island Borough, we bind ourselves, our heirs, successors, executors, administrators and assigns, jointly and severally, firmly by thesepresents. WHEREAS, the said Principal has entered into a written contract with the Kodiak Island Borough, on the day of , A.D., 2024 for performance of the SARGENT CREEK PLAYGROUND EQUIPMENT INSTALLATION. Said work to be done according to the terms of said Contract. Now, THEREFORE, the conditions of the foregoing obligations are such that if the said Principals shall well and truly perform and complete all obligations and work under said Contract and the Proposal, and Contract Documents of the Kodiak Island Borough, to which reference is hereby made and which are by reference made a part thereof, according to the terms as the same are now constituted or as they may thereafter be modified in accordance with the provisions of said Contract and Specifications and during the life of any guarantee required under the Contract shall comply with all requirements of law, and shall indemnify and hold harmless the Kodiak Island Borough, the Borough Manager and employees thereof against any damages or loss which they or any of them may suffer or for which they or any of them become liable by the default of said principals, their agents, servants, employees, or by any act of omission of said principals, their agents, servants, employees, in the performance of said Contract, and if the principals shall reimburse upon demand of the Kodiak Island Borough any sums paid to it which exceeds the final payment determined to be due upon completion of the Project, and then these presents shall become null and void; otherwise they shall remain in full force and effect. IN WITNESS THEREOF, we have hereunto set our hands and seals at Kodiak, Alaska, this _day of A.D., 2024. Principal: Surety: By: By: Sargent Creek Playground Equipment PAYMENT AND PERFORMANCE BONDS Installation 00610-1 Bid Package Issued June 14, 2024 Page 23 of 322 17\•/u 10 4 e 19 : I 1 KNOW ALL MEN BY THESE PRESENTS: Of as Principal, and Surety, firmly bound And held unto the Kodiak Island Borough in the penal sum of dollars ($ ), good and lawful money of the United States of America for the payment whereof, well and truly to be paid to the Kodiak Island Borough, we bind ourselves, our heirs, successors, executors, administrators and assigns, jointly and severally, firmly by these presents. WHEREAS, the said Principal has entered into a written contract with the Kodiak Island Borough, on the day of , A.D., 2024 for performance of the SARGENT CREEK PLAYGROUND EQUIPMENT INSTALLATION Said work to be done according to the terms of said Contract. NOW, THEREFORE, the conditions of the foregoing obligations are such that if the said principals shall comply with all requirements of law and pay, as they become due, all just claims for labor performed and materials and supplies furnished upon or for the work under said contract, whether said labor be performed and said materials and supplies be furnished under the original contract, any subcontract, or any and all duly authorized modifications thereto, and shall indemnify and save harmless the Kodiak Island Borough, Borough Manager and employees thereof against any damage or loss which they or any of them may suffer or for which they or any of them become liable; by the default of said principals, or by any neglect or carelessness on the part of said principals, their agents, servants or employees, then these presents shall become void, otherwise they shall remain in full force and effect. IN WITNESS THEREOF, we have hereunto set our hands and seals at Kodiak, Alaska, this _day of A.D., 2024. Principal:_ By: By: Surety: By: By: END OF SECTION 00610 Sargent Creek Playground Equipment PAYMENT AND PERFORMANCE BONDS Installation 00610-2 Bid Package Issued June 14, 2024 Page 24 of 322 SECTION 00700 GENERAL CONDITIONS COVER FORM OF GENERAL CONDITIONS 1.1 General Conditions of the Contract, 00710 attached, is the General Conditions between the Owner and Contractor. SUPPLEMENTARY CONDITIONS 2.1 Refer to Document 00800 for amendments to these General Conditions. END OF SECTION 00700 Sargent Creek Playground Equipment GENERAL CONDITIONS COVER Installation 00700-1 Bid Package Issued June 14, 2024 Page 25 of 322 10 xal 11430111111111 KODIAK ISLAND BOROUGH, ALASKA GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Sargent Creek Playground Equipment Installation GENERAL CONDITIONS 00710-1 Bid Package Issued June 14, 2024 Page 26 of 322 TABLE OF CONTENTS ARTICLE 1- DEFINITIONS............................................................................................................... 5 ARTICLE 2 - AUTHORITIES & LIMITATIONS............................................................................9 2.1 Authorities and Limitations......................................................................................................... 9 2.2 Evaluations by Contracting Officer............................................................................................. 9 2.3 Means & Methods.....................................................................................................................10 ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE ............................10 3.1 Incomplete Contract Documents...............................................................................................10 3.2 Copies of Contract Documents..................................................................................................10 3.3 Scope of Work...........................................................................................................................10 3.4 Intent of Contract Documents...................................................................................................10 3.5 Discrepancy in Contract Documents.........................................................................................11 3.6 Clarifications and Interpretations (RFIs)...................................................................................11 3.7 Ownership and Reuse of Documents.........................................................................................13 ARTICLE 4 - LANDS AND PHYSICAL CONDITIONS................................................................13 4.1 Availability of Lands.................................................................................................................13 4.2 Visit to Site................................................................................................................................13 4.3 Explorations and Reports...........................................................................................................13 4.4 Utilities......................................................................................................................................13 4.5 Damaged Utilities......................................................................................................................14 4.6 Utilities Not Shown or Indicated...............................................................................................14 4.7 Survey Control...........................................................................................................................15 ARTICLE 5 - BONDS, INSURANCE, AND INDEMNIFICATION..............................................15 5.1 Delivery of Bonds......................................................................................................................15 5.2 Bonds.........................................................................................................................................15 5.3 Replacement of Bond and Surety..............................................................................................16 5.4 Insurance Requirements............................................................................................................16 5.5 Indemnification..........................................................................................................................18 ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES.................................................................18 6.1 Supervision of Work..................................................................................................................18 6.2 Superintendence by Contractor..................................................................................................18 6.3 Character of Workers.................................................................................................................18 6.4 Contractor to Furnish.................................................................................................................19 6.5 Materials and Equipment...........................................................................................................19 6.6 Anticipated Schedules...............................................................................................................19 6.7 Finalizing Schedules..................................................................................................................20 6.8 Adjusting Schedules.................................................................................................................. 21 6.9 Substitutes or "Or Equal" Items.................................................................................................21 6.10 Reserved.................................................................................................................................... 23 6.11 Reserved.................................................................................................................................... 23 6.12 Dividing the Work.....................................................................................................................23 6.13 Subcontractors........................................................................................................................... 23 6.14 Use of Premises......................................................................................................................... 24 6.15 Structural Loading..................................................................................................................... 24 6.16 Record Documents.................................................................................................................... 24 6.17 Safety and Protection................................................................................................................. 24 6.18 Safety Representative................................................................................................................ 25 6.19 Emergencies...............................................................................................................................25 6.20 Shop Drawings and Samples..................................................................................................... 25 Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-2 Bid Package Issued June 14, 2024 Page 27 of 322 6.21 Shop Drawing and Sample Review........................................................................................... 26 6.22 Maintenance During Construction............................................................................................. 27 6.23 Continuing the Work................................................................................................................. 27 6.24 Consent to Assignment..............................................................................................................27 6.25 Use of Explosives...................................................................................................................... 27 6.26 Contractor's Records..................................................................................................................27 ARTICLE 7 - LAWS AND REGULATIONS....................................................................................28 7.1 Laws to be Observed................................................................................................................. 28 7.2 Permits, Licenses, and Taxes.....................................................................................................28 7.3 Patented Devices, Materials and Processes............................................................................... 28 7.4 Compliance of Specifications and Drawings.............................................................................29 7.5 Accident Prevention.................................................................................................................. 29 7.6 Sanitary Provisions.................................................................................................................... 29 7.7 Business Registration................................................................................................................ 29 7.8 Professional Registration and Certification...............................................................................29 7.9 Local Building Codes................................................................................................................ 29 7.10 Environmental Quality Control................................................................................................. 30 7.11 Archaeological or Paleontological Discoveries......................................................................... 30 7.12 Alaska Agricultural Products..................................................................................................... 30 7.13 Preferential Employment........................................................................................................... 30 7.14 Wages and Hours of Labor........................................................................................................ 30 7.15 Overtime Work Hours and Compensation................................................................................. 31 7.16 Covenant Against Contingent Fees........................................................................................... 31 7.17 Officials Not To Benefit............................................................................................................ 31 7.18 Personal Liability of Public Officials........................................................................................ 31 ARTICLE S - OTHER WORK...........................................................................................................31 8.1 Related Work At Site................................................................................................................. 32 8.2 Access, Cutting, and Patching................................................................................................... 32 8.3 Defective Work By Others........................................................................................................ 33 8.4 Coordination..............................................................................................................................33 ARTICLE9 - CHANGES....................................................................................................................33 9.1 Borough's Right to Change........................................................................................................ 33 9.2 Authorization of Changes within the General Scope................................................................. 33 9.3 Directive.................................................................................................................................... 33 9.4 Change Order............................................................................................................................. 34 9.5 Shop Drawing Variations.......................................................................................................... 34 9.6 Changes Outside the General Scope; Supplemental Agreement ............................................... 34 9.7 Unauthorized Work................................................................................................................... 34 9.8 Notification of Surety................................................................................................................35 9.9 Differing Site Conditions........................................................................................................... 35 ARTICLE 10 - CONTRACT PRICE: COMPUTATION AND CHANGE .................................... 35 10.1 Contract Price............................................................................................................................ 35 10.2 Claim For Price Change............................................................................................................. 35 10.3 Change Order Price Determination........................................................................................... 35 10.4 Cost of the Work........................................................................................................................ 36 10.5 Excluded Costs.......................................................................................................................... 37 10.6 Contractor's Fee.........................................................................................................................38 10.7 Cost Breakdown........................................................................................................................ 38 10.8 Cash Allowances....................................................................................................................... 38 10.9 Unit Price Work......................................................................................................................... 39 10.10 Determinations for Unit Prices.................................................................................................. 39 Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-3 Bid Package Issued June 14, 2024 Page 28 of 322 ARTICLE 11- CONTRACT TIME: COMPUTATION AND CHANGE......................................39 11.1 Commencement of Contract Time............................................................................................. 39 11.2 Starting the Work....................................................................................................................... 39 11.3 Computation of Contract Time..................................................................................................40 11.4 Time Change..............................................................................................................................40 11.5 Extension Due to Delays...........................................................................................................40 11.6 Essence of Contract................................................................................................................... 40 11.7 Reasonable Completion Time....................................................................................................40 11.8 Delay Damages..........................................................................................................................40 ARTICLE 12 - QUALITY ASSURANCE..........................................................................................41 12.1 Warranty and Guaranty.............................................................................................................. 41 12.2 Access to Work..........................................................................................................................41 12.3 Tests and Inspections.................................................................................................................41 12.4 Uncovering Work...................................................................................................................... 42 12.5 Borough May Stop the Work.....................................................................................................43 12.6 Correction or Removal of Defective Work............................................................................... 43 12.7 One Year Correction Period...................................................................................................... 43 12.8 Acceptance of Defective Work.................................................................................................. 43 12.9 Borough May Correct Defective Work..................................................................................... 44 ARTICLE 13 - PAYMENTS TO CONTRACTOR AND COMPLETION....................................44 13.1 Schedule of Values.................................................................................................................... 44 13.2 Preliminary Payments................................................................................................................44 13.3 Application For Progress Payment............................................................................................ 45 13.4 Review of Application for Progress Payment............................................................................ 45 13.5 Stored Materials and Equipment............................................................................................... 45 13.6 Contractor's Warranty of Title................................................................................................... 45 13.7 Withholding of Payments.......................................................................................................... 45 13.8 Retainage................................................................................................................................... 46 13.9 Request for Release of Funds.................................................................................................... 46 13.10 Substantial Completion..............................................................................................................46 13.11 Access Following Substantial Completion................................................................................47 13.12 Final Inspection......................................................................................................................... 47 13.13 Final Completion and Application for Payment........................................................................47 13.14 Final Payment............................................................................................................................47 13.15 Final Acceptance....................................................................................................................... 48 13.16 Contractor's Continuing Obligation...........................................................................................48 13.17 Waiver of Claims by Contractor................................................................................................ 48 13.18 No Waiver of Legal Rights........................................................................................................48 ARTICLE 14 - SUSPENSION OF WORK, DEFAULT AND TERMINATION ...........................48 14.1 Borough May Suspend Work.................................................................................................... 48 14.2 Default of Contract.................................................................................................................... 49 14.3 Rights or Remedies.................................................................................................................... 50 14.4 Convenience Termination.......................................................................................................... 50 ARTICLE 15 - CLAIMS AND DISPUTES........................................................................................52 15.1 Notification................................................................................................................................52 15.2 Presenting Claim........................................................................................................................ 52 15.3 Claim Validity, Additional Information, and Contracting Officer's Actions ............................. 53 15.4 Notice of Appeal........................................................................................................................ 53 15.5 Borough Manager's Decision..................................................................................................... 53 Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-4 Bid Package Issued June 14, 2024 Page 29 of 322 Wherever used in the Contract Documents the following terms, or pronouns in place of them, are used, the intent or meaning, unless a different intent or meaning is clearly indicated, shall be interpreted as set forth below. The titles and headings of the Sections, Subsections and Articles herein are intended for convenience of reference and shall not be considered as having bearing on their interpretation. Whenever used in the Specifications or other Contract Documents the following terms have the meanings indicated which are applicable to both the singular and plural thereof. Working titles which have a masculine gender are intended to refer to person of either sex. Terms not defined below shall have their ordinary accepted meanings within the context which they are used. "Webster's Third New International Dictionary of the English Language, Unabridged, Copyright 1961," or subsequent revision thereof, shall provide ordinarily accepted meanings. Words which have a well-known technical or trade meaning when used to describe work, materials or equipment shall be interpreted in accordance with such meaning. Words defined in Article 1 are capitalized throughout these General Conditions. Addenda - All clarifications, corrections, or changes issued graphically or in writing by the Borough after the advertisement but prior to the opening of proposals. Advertisement - The public announcement, as required by law, inviting bids for work to be performed or materials to be furnished. Application for Payment - The form provided by the Borough which is to be used by the Contractor in requesting progress or final payments and which is to include such supporting documentation as is required by the Contract Documents. Approved or Approval - Written approval by the Contracting Officer or his authorized representative as defined in Article 2.1. Architect - The person or firm retained by the Borough to provide architectural and related services. A.S. - Initials which stand for Alaska Statute. Award - The acceptance, by the Borough, of the successful bid. Bid Bond - A type of Proposal Guaranty. Bidder - Any individual, firm, corporation or any acceptable combination thereof, or joint venture submitting a bid or proposal for the advertised Work. Calendar Day - Every day shown on the calendar, beginning and ending at midnight. Change Order - A written order by the Borough directing changes to the Contract Documents, within their general scope. Borough - The Kodiak Island Borough. References to "Owner" and "Contracting Agency" mean the Borough. Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-5 Bid Package Issued June 14, 2024 Page 30 of 322 Conditions of the Contract - Those portions of the Contract Documents which define the rights and responsibilities of the contracting parties and of others involved in the Work. The Conditions of the Contract include General Conditions, Supplementary Conditions and other conditions. Consultant - The person, firm, or corporation retained directly by the Borough or its Project Manager to prepare Contract Documents, perform construction administration services, or other Project related services. Contract - The written agreement between the Borough and the Contractor setting forth the obligations of the parties and covering the Work to be performed, all as required by the Contract Documents. Contract Documents - The Construction Contract form, Addenda, the bidding requirements and Contractor's bid (including all appropriate bid tender forms), the bonds, the Conditions of the Contract and all other Contract requirements, the Specifications, and the Drawings furnished by the Borough to the Contractor, together with all Change Orders and documents approved by the Contracting Officer for inclusion, modifications and supplements issued on or after the Effective Date of the Contract. Contracting Officer - The person authorized by the Borough to administer the Contract on behalf of the Borough. The Contracting Officer has authority to make findings, determinations and decisions with respect to the Contract and, when necessary, to modify or terminate the Contract. The Contracting Officer is identified on the Construction Contract form. Contractor - The individual, firm, corporation or any acceptable combination thereof, contracting with the Borough or performance of the Work. Contract Price - The total moneys payable by the Borough to the Contractor under the terms of the Contract Documents. Contract Time - The number of Calendar Days or the day specified in the construction Contract and authorized time extensions which identify how much time the Contractor is allowed to achieve Final Completion. Cutting - Removal of in-place construction necessary to permit installation or performance of other work. Defective - An adjective which refers to Work that is unsatisfactory, faulty or deficient, or does not conform to the Contract Documents, or does not meet the requirements of any inspection, reference standard, tests or approval referred to in the Contract Documents, or has been damaged prior to the Borough's approval of final payment. Directive - A written communication to the Contractor from the Contracting Officer interpreting or enforcing a Contract requirement or ordering commencement of an item of Work. Drawings - The drawings which show the character and scope of the Work to be performed and which have furnished by the Borough or the Borough's Consultant and are by reference made a part of the Contract Documents. Effective Date of the Contract - The date on which the Contract is fully executed by both Contractor and the Borough. Final Acceptance - The Borough's written acceptance of the Work following Final Completion and the performance of all Contract requirements by the Contractor. Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-6 Bid Package Issued June 14, 2024 Page 31 of 322 Final Completion - The Work (or specified part thereof) has progressed to the point that all work is complete as determined by the Contracting Officer. Holidays - In the Borough, Holidays occur on: 1. New Year's Day — January 1 2. Presidents Day — Third Monday in February 3. Seward's Day — Last Monday in March 4. Memorial Day — Last Monday in May 5. Juneteenth — June 19 6. Independence Day — July 4 7. Labor Day — First Monday in September 8. Veteran's Day — November 11 9.Thanksgiving Day —Fourth Thursday November 10. Friday Following Thanksgiving Day— Fourth Friday in November 11. Christmas Day — December 25 12. Every day designated by public proclamation by the Borough Assembly. If any Holiday listed above falls on a Saturday, Saturday and the preceding Friday are both legal Holidays. If the Holiday should fall on a Sunday, Sunday and the following Monday are both legal Holidays. Install - Means to build into the Work, ready to be used in complete and operable condition and in compliance with Contract Documents. Invitation for Bids - A portion of the bidding documents soliciting bids for the Work to be performed. Notice of Intent to Award - The written notice by the Borough to all Bidders identifying the apparent successful Bidder and establishing the Borough's intent to execute the Contract when all conditions required for execution of the Contract are met. Notice to Proceed - A written notice to the Contractor to begin the Work and establishing the date on which the Contract Time begins. Patching - Fitting and repair work required to restore surfaces to original conditions after installation of other work. Payment Bond - The security furnished by the Contractor and its Surety to guarantee payment of the debts covered by the bond. Performance Bond - The security furnished by the Contractor and its Surety to guarantee performance and completion of the Work in accordance with the Contract. Project - The total construction, of which the Work performed under the Contract Documents is the whole or a part, where such total construction may be performed by more than one Contractor. Project Manager - The authorized representative of the Contracting Officer who is responsible for administration of the Contract. Proposal - The offer of a Bidder, on the prescribed form to perform the Work at the prices quoted. The Proposal may also be referred to as the Bid. Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-7 Bid Package Issued June 14, 2024 Page 32 of 322 Proposal Guaranty - The security furnished with a Proposal to guarantee that the bidder will enter into a Contract if his Proposal is accepted by the Borough. Regulatory Requirements - Laws, rules, regulations, ordinances, codes and/or orders. RFI - Request from the Contractor seeking interpretation or clarification of the Contract Documents. Schedule of Values - The Borough's document, submitted by the Contractor and reviewed by the Contracting Officer allocating portions of the Contract Price to various portions of the work, which shall serve as the basis for computing payment and for establishing the value of separate items of Work of which comprise the Contract Price. Shop Drawings - All drawings, diagrams, illustrations, schedules and other data which are specially prepared by or for the Contractor to illustrate some portion of the Work and all illustrations, brochures, standard schedules, performance charts, instructions, diagrams and other information prepared by a Supplier and submitted by the Contractor to illustrate material, equipment, fabrication, or erection for some portion of the Work. Specifications - Those portions of the Contract Documents consisting of written technical descriptions of materials, equipment, construction systems standards and workmanship as applied to the Work and certain administrative and procedural details applicable thereto. Specifications may also be referred to as Project Manuals. Subcontractor - An individual, firm, or corporation to whom the Contractor or any other Subcontractor sublets part of the Contract. Substantial Completion - Although not fully completed, the Work (or a specified part thereof) has progressed to the point where, in the opinion of Borough as evidenced by the Borough's written notice, it is sufficiently complete, in accordance with the Contract Documents so that the Work (or specified part) can be utilized for the purposes for which it is intended. The terms "Substantially Complete" and "Substantially Completed" as applied to any work refer to Substantial Completion thereof. Supplemental Agreement - A written agreement between the Contractor and the Borough covering work that is not within the general scope of the Contract. Supplementary Conditions - The part of the Contract Documents which amends or supplements these General Conditions. Supplier - A manufacturer, fabricator, distributor, materialman or vendor of materials or equipment. Surety - The corporation, partnership, or individual, other than the Contractor, executing a bond furnished by the Contractor for the benefit of the Borough. Unit Price Work - Work to be paid for on the basis of unit prices. Using Agency - The entity who will occupy or use the completed Work. Work - Work is the act of, and the result of, performing services, furnishing labor, furnishing and incorporating materials and equipment into the Project and performing other duties and obligations, all as Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-8 Bid Package Issued June 14, 2024 Page 33 of 322 required by the Contract Documents. Such Work, however incremental, will culminate in the entire completed Project, or the various separately identifiable parts thereof. 2.1 Authorities and Limitations: 2.1.1 The Contracting Officer alone shall have the power to bind the Borough and to exercise the rights, responsibilities, authorities and functions vested in the Contracting Officer by the Contract Documents, except that the Contracting Officer shall have the right to designate in writing authorized representatives to act for him. Wherever any provision of the Contract Documents specifies an individual or organization, whether governmental or private, to perform any act on behalf of or in the interests of the Borough, that individual or organization shall be deemed to be the Contracting Officer's authorized representative under this Contract but only to the extent so specified. The Contracting Officer may, at any time during the performance of this Contract, vest in any such authorized representatives additional power and authority to act for the Contracting Officer or designate additional representatives, specifying the extent of their authority to act for the Contracting Officer; a copy of each document vesting additional authority in or removing that authority from an authorized representative or designating an additional authorized representative shall be furnished to the Contractor. The Borough Manager reserves the right to appoint a new Contracting Officer without affecting any of the Contractor's obligations to the Borough under this Contract. 2.1.2 The Contractor shall perform the Work in accordance with any written order (including but not limited to instruction, direction, interpretation or determination) issued by an authorized representative in accordance with the authorized representative's authority to act for the Contracting Officer. The Contractor assumes all the risk and consequences of performing the Work in accordance with any order (including but not limited to instruction, direction, interpretation or determination) of anyone not authorized to issue such order, and of any order not in writing. 2.1.3 Should the Contracting Officer or his authorized representative designate Consultant(s) to act for the Borough as provided for in Paragraph 2.1.1, the performance or nonperformance of the Consultant under such authority to act, shall not give rise to any contractual obligation or duty of the Consultant to the Contractor, any Subcontractor, any Supplier; or any other organization performing any of the Work or any Surety representing them. 2.2 Evaluations by Contracting Officer: 2.2.1 The Contracting Officer will decide all questions which may arise as to: a. Quality and acceptability of materials furnished; b. Quality and acceptability of Work performed; C. Compliance with schedule of progress; d. Interpretation of the schedule of progress; e. Acceptable fulfillment of the Contract on the part of the Contractor. 2.2.2 In order to avoid cumbersome terms and confusing repetition of expressions in the Contract Documents the terms "as required," "as approved" or terms of like effect or import are used, or the adjectives "reasonable," "suitable," "acceptable," "proper" or "satisfactory" or adjectives of like effect or import are used it shall be understood as if the expression were followed by the words "the Contracting Officer." Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-9 Bid Package Issued June 14, 2024 Page 34 of 322 When such terms are used to describe a requirement, direction, review or judgment of the Contracting Officer as to the Work, it is intended that such requirement, direction, review or judgment will be solely to evaluate the Work for compliance with the Contract Documents (unless there is a specific statement indicating otherwise). 2.2.3 The use of any such term or adjective shall not be effective to assign to the Borough any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of paragraphs 2.3 or 2.4. 2.3 Means and Methods: The means, methods, techniques, sequences or procedures of construction, or safety precautions and the program incident thereto, and the failure to perform or furnish the Work in accordance with the Contract Documents are the sole responsibility of the Contractor. 2.4 The Contracting Officer may make visits to the site and approved remote storage sites at intervals appropriate to the various stages of construction to observe the progress and quality of the executed Work and to determine, in general, if the Work is proceeding in accordance with the Contract Documents. Such observations or the lack of such observations shall in no way relieve the Contractor from his duty to perform the Work in accordance with the Contract Documents. ARTICLE 3 - CONTRACT DOCUMENTS: INTENT. AMENDING. REUSE 3.1 Incomplete Contract Documents: The submission of a bid by the Bidder is considered a representation that the Bidder examined the Contract Documents to make certain that all sheets and pages were provided and that the Bidder is satisfied as to the conditions to be encountered in performing the Work. The Borough expressly denies any responsibility or liability for a bid submitted on the basis of an incomplete set of Contract Documents. 3.2 Copies of Contract Documents: The Borough will provide electronic copies of Contract Documents. Contractor is responsible for furnishing all needed hard copies of Contract Documents at its own expense. 3.3 Scope of Work: The Contract Documents comprise the entire Contract between the Borough and the Contractor concerning the Work. The Contract Documents are complementary; what is called for by one is as binding as if called for by all. The Contract Documents will be construed in accordance with the Regulatory Requirements of the place of the Project. It is specifically agreed between the parties executing this Contract that it is not intended by any of the provisions of the Contract to create in the public or any member thereof a third party benefit, or to authorize anyone not a party to this Contract to maintain a suit pursuant to the terms or provisions of the Contract. 3.4 Intent of Contract Documents: 3.4.1 It is the intent of the Contract Documents to describe a functionally complete Project to be constructed in accordance with the Contract Documents. Any work, materials or equipment that may reasonably be inferred from the Contract Documents as being required to produce the intended result will Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-10 Bid Package Issued June 14, 2024 Page 35 of 322 be supplied, without any adjustment in Contract Price or Contract Time, whether or not specifically called for. 3.4.2 Reference to standard Specifications, manuals or codes of any technical society, organization or association, or to the Regulatory Requirements of any governmental authority, whether such reference be specific or by implication, shall mean the edition stated in the Contract Documents or if not stated the latest standard specification, manual, code or Regulatory Requirements in effect at the time of Advertisement for the Project (or, on the Effective Date of the Contract if there was no Advertisement). However, no provision of any referenced standard specification, manual or code (whether or not specifically incorporated by reference in the Contract Documents) shall be effective to change the duties and responsibilities of the Borough and the Contractor, or any of their consultants, agents or employees from those set forth in the Contract Documents, nor shall it be effective to assign to the Borough or any of the Borough's Consultants, agents or employees, any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of paragraphs 2.3 or 2.4. 3.5 Discrepancy in Contract Documents: 3.5.1 Before undertaking the Work, the Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures, and dimensions shown thereon and all applicable field measurements. Work in the area by the Contractor shall imply verification of figures, dimensions and field measurements. If, during the above study or during the performance of the Work, the Contractor finds a conflict, error, discrepancy or omission in the Contract Documents and any standard specification, manual, code, or Regulatory Requirement which affects the Work, the Contractor shall promptly report such discrepancy in writing to the Contracting Officer. The Contractor shall obtain a written interpretation or clarification from the Contracting Officer before proceeding with any Work affected thereby. Any adjustment made by the Contractor without this determination shall be at its own risk and expense. However, the Contractor shall not be liable to the Borough for failure to report any conflict, error or discrepancy in the Contract Documents unless the Contractor had actual knowledge thereof or should reasonably have known thereof. 3.5.2 Discrepancy - Order of Precedence: When conflicts, errors, or discrepancies within the Contract Documents exist, the order precedence from most governing to least governing will be as follows: Supplementary Conditions General Conditions Technical Specifications Drawings (recorded dimensions will govern over scaled dimensions, large scale details over small scale, schedules over plans, structural drawings and mechanical and electrical drawings over architectural drawings) 3.6 Clarifications and Interpretations (RFIs): The Contracting Officer will issue with reasonable promptness such written clarifications or interpretations of the requirements of the Contract Documents as the Contracting Officer may determine necessary, which shall be consistent with or reasonably inferable from the overall intent of the Contract Documents. Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-11 Bid Package Issued June 14, 2024 Page 36 of 322 A. RFIs shall originate with Contractor and be submitted simultaneously to the Contracting Officer and the Architect. RFIs submitted by entities other than Contractor will be returned with no response. Contractor shall coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors. B. Each RFI is to include a detailed, legible description of item needing interpretation and the following: 1. Project name. 2. Date. 3. Name of Contractor. 4. RFI number, numbered sequentially. 5. Specification Section number and title and related paragraphs, as appropriate. 6. Drawing number and detail references, as appropriate. 7. Requested response date if other than allowed by this Section. 8. Field dimensions and conditions, as appropriate. 9. Contractor's suggested solution(s). If Contractor's solution(s) impact the Contract Time or the Contract Price, Contractor shall state impact in the RFI. 10. Name of person preparing RFI for Contractor. 11. Space for Architect's response. 12. Space for name of person preparing response for subconsultation. 13. Space for person reviewing response for Architect. 14. Date of Architect's response. 15. Space for listing Architect's response attachments, if any. 16. Contractor Attachments: Include drawings, descriptions, measurements, photos, Product Data, Shop Drawings, and other information necessary to fully describe items needing interpretation. 17. Architect's Attachments: Architect may attach drawings, descriptions, measurements, photos, Product data, Shop Drawings, and other information necessary to fully describe items needing interpretation. C. Architect's Action: Architect will review each RFI, determine action required, and return it to the Contracting Officer. Allow seven working days for Architect's response for each RFI. RFIs received after 1:00 p.m. will be considered as received the following working day. Architect may request additional information, in which case Architect's time for response will start again. D. On receipt of Contracting Officer's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Contracting Officer within 72 hours if Contractor disagrees with response. The following RFIs will be returned without action: a. Requests for approval of submittals. b. Requests for approval of substitutions. C. Requests for adjustments in the Contract Time or the Contract Price. d. Requests for interpretation of Architect's actions on submittals. e. Incomplete RFIs or RFIs with numerous errors. 2. Contracting Officer's action on RFIs that may result in a change to the Contract Time or the Contract Price may be eligible for Contractor to submit a Change Order request. Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-12 Bid Package Issued June 14, 2024 Page 37 of 322 If Contractor believes the RFI response warrants change in the Contract Time or the Contract Price, notify Contracting Officer in writing within 10 days of receipt of the RFI response. E. RFI Log: Prepare, maintain on-site, a hard copy tabular log of RFIs organized by the RFI number. Log shall include identification of related Contract change document and Proposal Request as appropriate. 3.7 Ownership and Reuse of Documents: Neither the Contractor nor any Subcontractor, or Supplier or other person or organization performing or furnishing any of the Work under a direct or indirect contract with the Borough shall have or acquire any title to or ownership rights in any of the Contract Documents on extensions of the Project or any other project without written consent of the Contracting Officer. Contract Documents prepared by the Contractor in connection with the Work shall become the property of the Borough. I_1I'm Yrel 0,M11_101111.y101119IhIMMEN r[K0101UYYrole 4.1 Availability of Lands: The Borough shall furnish as indicated in the Contract Documents, the lands upon which the Work is to be performed, rights-of-way and easements for access thereto, and such other lands which are designated for use of the Contractor in connection with the Work. Easements for permanent structures or permanent changes in existing facilities will be obtained and paid for by the Borough, unless otherwise provided in the Contract Documents. The Contractor shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. 4.2 Visit to Site: The submission of a bid by the Contractor is considered a representation that the Contractor has visited and carefully examined the site and is satisfied as to the conditions to be encountered in performing the Work and as to the requirements of the Contract Documents. 4.3 Explorations and Reports: Reference is made to the Supplementary Conditions for identification of those reports of explorations and tests of subsurface conditions at the site that have been utilized by the Borough in preparation of the Contract Documents. The Contractor may for its purposes rely upon the accuracy of the factual data contained in such reports, but not upon interpretations or opinions drawn from such factual data contained therein or for the completeness or sufficiency thereof. Except as indicated in the immediately preceding sentence and in paragraphs 4.4 and 9.9, Contractor shall have full responsibility with respect to surface and subsurface conditions at the site. 4.4 Utilities: 4.4.1 The horizontal and vertical locations of known underground utilities as shown or indicated by the Contract Documents are approximate and are based on information and data furnished to the Borough by the owners of such underground utilities. Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-13 Bid Package Issued June 14, 2024 Page 38 of 322 4.4.2 The Contractor shall have full responsibility for: a. Reviewing and checking all information and data concerning utilities. b. Locating all underground utilities shown or indicated in the Contract Documents which are affected by the Work. C. Coordination of the Work with the owners of all utilities during construction. d. Safety and protection of all utilities as provided in paragraph 6.17. e. Repair of any damage to utilities resulting from the Work in accordance with 4.4.4 and 4.5. 4.4.3 If Work is to be performed by any utility owner, the Contractor shall cooperate with such owners to facilitate the Work. 4.4.4 In the event of interruption to any utility service as a result of accidental breakage or as result of being exposed or unsupported, the Contractor shall promptly notify the utility owner and the Contracting Officer. If service is interrupted, repair work shall be continuous until the service is restored. No Work shall be undertaken around fire hydrants until provisions for continued service has been approved by the local fire authority. 4.5 Damaged Utilities: When utilities are damaged by the Contractor, the utility owner shall have the choice of repairing the utility or having the Contractor repair the utility. In the following circumstances, the Contractor shall reimburse the utility owner for repair costs or provide at no cost to the utility owner or the Borough, all materials, equipment and labor necessary to complete repair of the damage: a. When the utility is shown or indicated in the Contract Documents. b. When the utility has been located by the utility owner. C. When no locate was requested by the Contractor for utilities shown or indicated in the Contract Documents. d. All visible utilities. e. When the Contractor could have, otherwise, reasonably been expected to be aware of such utility. 4.6 Utilities Not Shown or Indicated: If, while directly performing the Work, an underground utility is uncovered or revealed at the site which was not shown or indicated in the Contract Documents and which the Contractor could not reasonably have been expected to be aware of, the Contractor shall, promptly after becoming aware thereof and before performing any Work affected thereby (except in an emergency as permitted by paragraph 6.19) identify the owner of such underground utility and give written notice thereof to that owner and to the Contracting Officer. The Contracting Officer will promptly review the underground utility to determine the extent to which the Contract Documents and the Work should be modified to reflect the impacts of the discovered utility. The Contract Documents will be amended or supplemented in accordance with paragraph 9.2 and to the extent necessary through the issuance of a change document by the Contracting Officer. During such time, the Contractor shall be responsible for the safety and protection of such underground utility as provided in paragraph 6.17. The Contractor may be allowed an increase in the Contract Price or an extension of the Contract Time, or both, to the extent that they are directly attributable to the existence of any underground utility that was not shown or indicated in the Contract Documents and which they Contractor could not reasonably have been expected to be aware of. Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-14 Bid Package Issued June 14, 2024 Page 39 of 322 4.7 Survey Control: The Borough will identify sufficient horizontal and vertical control data to enable the Contractor to survey and layout the Work. All survey work shall be performed under the direct supervision of a registered land surveyor who is experienced in providing land -surveying services in Alaska of the kind indicated when required by paragraph 7.8. Copies of all survey notes will be provided the Borough on a weekly basis with variations between the Contract Documents and actual field conditions identified. Survey notes are to be in a format acceptable to the Borough. One Mylar copy of the final survey signed by the surveyor and one electronic CAD copy will be submitted. 4.8 Responsibility for Damages and Repair by Contractor: The Contractor shall be responsible for all damages to property, injury to persons, and loss, expense, inconvenience, and delay that may be caused by or that may result from any act, omission, or neglect of the Contractor, its Subcontractors, or its employees in the performance of the Work. It is specifically understood between the parties executing the Contract that the Contract Documents do not make anyone a third -party beneficiary, nor does the Contract authorize anyone not a party to maintain a lawsuit for personal injuries or property damage. All damage and injury to property that is caused by that results from the carrying out/of the Work, or from any act, omission, or neglect of the Contractor, its Subcontractors, or its employees, shall promptly be remedied by the Contractor either by the repairing, rebuilding, or replacing of the property damaged or in some other manner satisfactory to the owner of such property. In case of failure on the part of the Contractor to promptly and satisfactorily remedy such damage or injury, within a period of time as stated in written notice by the Borough, the Borough may proceed to repair, rebuild, or replace such property as required and the cost thereof will be deducted from any monies due or which may become due to the Contractor. In applying the above provisions, the repairing, rebuilding, or replacing of damaged property shall be understood to include the providing of any temporary facilities that may be needed to maintain normal service until the required repairing, rebuilding or replacing is accomplished. ARTICLE 5 - BONDS. INSURANCE. AND INDEMNIFICATION 5.1 Delivery of Bonds: When the Contractor delivers the executed Contract to the Contracting Officer, the Contractor shall also deliver to the Contracting Officer such bonds as the Contractor may be required to furnish in accordance with paragraph 5.2. 5.2 Bonds: The Contractor shall furnish Performance and Payment Bonds, each in an amount as shown on the Contract as security for the faithful performance and payment of all Contractor's obligations under the Contract Documents. These bonds shall remain in effect for one year after the date of Final Acceptance and until all obligations under this Contract, except special guarantees as per 12.7, have been met. All bonds shall be furnished on forms provided by the Borough (or copies thereof) and shall be executed by such Sureties as are authorized to do business in the State of Alaska and whose financial rating is Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-15 Bid Package Issued June 14, 2024 Page 40 of 322 acceptable to KIB. The Contracting Officer may at his option copy the Surety with notice of any potential default or liability. At the option of the Contractor, bonds may be provided by individual Surety the adequacy of which shall be determined by the Contracting Officer. Any costs incurred by the Contractor or individual Surety shall be borne by the Contractor. Where individual Sureties are used, two individual Sureties must each provide the Borough with security equal to the amount of each bond by an Escrow account in the name of the Borough for the duration of the Contract. Acceptable securities would include, but not necessarily be limited to: cash; treasury notes; bearer instruments having a specific value, or money market certificates. 5.3 Replacement of Bond and Surety: If the Surety on any bond furnished in connection with this Contract is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of paragraph 5.2, or otherwise becomes unacceptable to the Borough, or if any such Surety fails to furnish reports as to its financial condition as requested by the Borough, the Contractor shall within five days thereafter substitute another bond and Surety, both of which must be acceptable to Borough. An individual Surety may be replaced by a corporate Surety during the course of the Contract period. If the Surety desires to dispose of the collateral posted, the Borough may, at its option, accept substitute collateral. 5.4 Insurance Requirements: 5.4.1 The Contractor shall provide evidence of insurance with an insurance carrier or carriers satisfactory to the Borough covering injury to persons and property suffered by the Borough or by a third party as a result of operations under this Contract by the Contractor or by any subcontractor. The Contractor's insurance shall provide protection against injuries to all employees of the Contractor and the employees of any subcontractor engaged in work under this Contract. All insurance policies shall be issued by insurers that (i) are permitted to transact the business of insurance in the Borough under AS 21 and (ii) have a financial rating acceptable to the Borough. The Contractor shall notify the Borough, in writing, at least 60 days before cancellation of any coverage or reduction in any limits of liability. Additional insurance requirements specific to this contract are contained in the Special Provisions, when applicable. 5.4.2 The Contractor shall maintain the following policies of insurance with the specified minimum coverages and limits in force at all times during the performance of the Contract: Workers' Compensation: As required by AS 23.30.045, for all employees of the Contractor engaged in work under this Contract. The Contractor shall be responsible for Workers' Compensation Insurance for any subcontractor who performs work under this Contract. The coverage shall include: a. Waiver of subrogation against the Borough; b. Employer's Liability Protection at $500,000 each accident/each employee and $500,000 policy limit; C. United States Longshore and Harbor Workers' Act Endorsement, whenever the work involves activity over or about navigable water; and Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-16 Bid Package Issued June 14, 2024 Page 41 of 322 d. Maritime Employer's Liability (Jones Act) Endorsement with a minimum limit of $1,000,000, whenever the work involves activity from or on a vessel on navigable water. 2. Commercial General Liability: on an occurrence policy form covering all operations with combined single limits not less than: a. $1,000,000 Each Occurrence; b. $1,000,000 Personal Injury; C. $2,000,000 General Aggregate; and d. $2,000,000 Products -Completed Operations Aggregate. Automobile Liability: covering all vehicles used in Contract work, with combined single limits not less than $1,000,000 each occurrence. 4. Umbrella Coverage: for Contract amounts over $5,000,000 not less than $5,000,000 umbrella or excess liability. Umbrella or excess policy shall include products liability completed operations coverage and may be subject to $5,000,000 aggregate limits. Further, the umbrella or excess policy shall contain a clause stating that it takes effect (drops down) in the event the primary limits are impaired or exhausted. The Borough shall be named as an additional insured on policies required by paragraphs 2 thra 4 above. All of the above insurance coverages shall be considered to be primary and noncontributory to any other insurance carried by the Borough, whether through self-insurance or otherwise. In any contract or agreement with subcontractors performing work, the Contractor shall require that all indemnities and waivers of subrogation it obtains, and any stipulation to be named as an additional insured it obtains, shall also be extended to waive rights of subrogation against the Borough and to add the Borough as an additional named indemnitee and as an additional insured. The apparent low bidder shall furnish evidence of insurance to the Borough before award of the Contract. The evidence shall be issued to the Borough and shall be a certificate of insurance the policy declaration page with all required endorsements attached and must: 1. Denote the type, amount, and class of operations covered; 2. Show the effective (and retroactive) dates of the policy; 3. Show the expiration date of the policy; 4. Include all required endorsements; 5. Be executed by the carrier's representative; and 6. If a certificate of insurance, include the following statement: "This is to certify that the policies described herein comply with all aspects of the insurance requirements of (project Name and Number). The insurance carrier agrees that it shall notify the Borough, in writing, at least 60 days before cancellation of any coverage or reduction in any limits of liability. " The Borough's acceptance of deficient evidence of insurance does not constitute a waiver of Contract requirements. Failure to maintain the specified insurance or to provide substitute insurance if an insurance carrier becomes insolvent, is placed in receivership, declares bankruptcy, or cancels a policy may be grounds for Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-17 Bid Package Issued June 14, 2024 Page 42 of 322 withholding Contract payments until substitute insurance is obtained, and may, in the Borough's discretion, be sufficient grounds for declaring the Contractor in default. 5.4.3 Evidence, consisting of a certificate of insurance or the policy declaration page with required endorsements attached thereto -- all of which have been executed by the insurer's representative and issued to the Borough, shall denote the type, amount, class of operations covered, effective (and retroactive) dates, and dates of expiration of policies. Evidence pertaining to Worker's Compensation, General Liability, or Automobile Liability is required for Awards. All other coverages shall be evidenced prior to commencement of Work. Acceptance by the Borough of deficient evidence does not constitute a waiver of Contract requirements as provided for by the Conditions of the Contract. If a certificate is submitted as evidence it shall contain the following statement: "This is to certify that the policies described hereto comply with all aspects of the insurance requirements of (Contract Name and Number and Project Number)." 5.5 Indemnification: The Contractor shall indemnify, save harmless, and defend the Borough and its agents and its employees from any and all claims or actions for injuries or damages sustained by any person or property arising directly or indirectly from the construction or the Contractor's performance of this Contract; however, this provision has no effect if, but only if, the sole proximate cause of the injury or damage is the Borough's gross negligence. ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES 6.1 Supervision of Work: The Contractor shall supervise and direct the Work competently and efficiently, devoting such attention thereto and apply such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. All Work under this Contract shall be performed in a skillful and workmanlike manner. The Contractor shall be solely responsible for the means, methods, techniques, sequences and procedures of construction. 6.2 Superintendence by Contractor: The Contractor shall keep on the Work at all times during its progress a competent resident superintendent. The Contracting Officer shall be advised in writing of the superintendent's name, local address, and telephone number. This written advice is to be kept current until Final Acceptance by the Borough. The superintendent will be the Contractor's representative at the site and shall have full authority to act and sign documents on behalf of the Contractor. All communications given to the superintendent shall be as binding as if given to the Contractor. The Contractor shall cooperate with the Contracting Officer in every way possible. 6.3 Character of Workers: The Contractor shall provide a sufficient number of competent, suitably qualified personnel to survey and lay out the Work and perform construction as required by the Contract Documents. The Contractor shall Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-18 Bid Package Issued June 14, 2024 Page 43 of 322 at all times maintain good discipline and order at the site. The Contracting Officer may, in writing, require the Contractor to remove from the Work any employee the Contracting Officer deems incompetent, careless, or otherwise detrimental to the progress of the Work, but the Contracting Officer shall have no duty to exercise this right. 6.4 Contractor to Furnish: Unless otherwise specified in the General Requirements, the Contractor shall furnish and assume full responsibility for all materials, equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities and all other facilities and incidentals necessary for the furnishing, performance, testing, start-up and completion of the Work. 6.5 Materials and Equipment: All materials and equipment shall be of specified quality and new, except as otherwise provided in the Contract Documents. If required by the Contracting Officer, the Contractor shall furnish satisfactory evidence (including reports of required tests) as to the kind and quality of materials and equipment. All materials and equipment shall be applied, installed, connected, erected, used, cleaned, and conditioned in accordance with the instructions of the applicable Supplier except as otherwise provided in the Contract Documents. But no provision of any such instructions will be effective to assign to the Borough or any of the Borough's Consultants, agents or employees, any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of paragraphs 2.3 or 2.4. 6.6 Anticipated Schedules: 6.6.1 Within 10 working days following the Notice to Proceed the Contractor shall submit to the Contracting Officer for review an anticipated progress schedule indicating the starting and completion dates of the various stages of the Work. 6.6.2 Within 10 working days after the date of the Notice to Proceed, the Contractor shall submit to the Contracting Officer for review anticipated schedule of Shop Drawing submissions and a Schedule of Values. 6.6.3 The Schedule of Values for all of the Work will include quantities and prices of items aggregating the Contract Price and will subdivide the Work into component parts in sufficient detail to serve as the basis for progress payments during construction. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work which will be confirmed in writing by the Contractor at the time of submission. Contractor will use the Technical Specifications table of contents as a guide to establish line items for the Schedule of Values. Provide at least one line item for each Specification Section. Identification: Include the following Project identification on the Schedule of Values: a. Project name and location. b. Name of Contracting Officer. C. Project number. d. Contractor's name and address. e. Date of submittal. Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-19 Bid Package Issued June 14, 2024 Page 44 of 322 2. Submit draft of AIA Document G703 Continuation Sheets or document containing such information. 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 the Work. C. Change Orders (numbers) that affect value. d. Dollar value. 1) Percentage of the Contract Price to nearest one-hundredth percent, adjusted to total 100 percent. 4. Provide a breakdown of the Contract Price in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Provide several line items for principal subcontract amounts, where appropriate. Include separate line items under required principal subcontracts for operation and maintenance manuals, punch list activities, Project record documents, and demonstration and training in the amount of 10 percent of the Contract Price. Round amounts to nearest whole dollar; total shall equal the Contract Price. Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed. Differentiate between items stored on-site and items stored off-site. If specified, include evidence of insurance or bonded warehousing. Provide separate line items in the Schedule of Values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the Work. Allowances: Provide a separate line item in the Schedule of Values for each allowance. Show line -item value of unit -cost allowances, as a product of the unit cost, multiplied by measured quantity. Use information indicated in the Contract Documents to determine quantities. Each item in the Schedule of Values and Applications for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item. Temporary facilities and other major cost items that are not direct cost of actual work -in- place may be shown either as separate line items in the Schedule of Values or distributed as general overhead expense, at Contractor's option. 10. Schedule Updating: Update and resubmit the Schedule of Values before the next Applications for Payment when Change Orders result in a change in the Contract Price. 6.7 Finalizing Schedules: Prior to processing the first Application for Payment, the Contracting Officer and the Contractor will finalize schedules required by paragraph 6.6. The finalized progress schedule will be acceptable to the Borough as providing information related to the orderly progression of the Work to completion within the Contract Time; but such acceptance will neither Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-20 Bid Package Issued June 14, 2024 Page 45 of 322 impose on the Borough nor relieve the Contractor from full responsibility for the progress or scheduling of the Work. If accepted, the finalized schedule of Shop Drawings and other required submissions will be acceptable to the Borough as providing a workable arrangement for processing the submissions. If accepted, the finalized Schedule of Values will be acceptable to the Borough as an approximation of anticipated value of Work accomplished over the anticipated Contract Time. Receipt and acceptance of a schedule submitted by the Contractor shall not be construed to assign responsibility for performance or contingencies to the Borough or relieve the Contractor of his responsibility to adjust his forces, equipment, and work schedules as may be necessary to insure completion of the Work within prescribed Contract Time. Should the prosecution of the Work be discontinued for any reason, the Contractor shall notify the Contracting Officer at least 24 hours in advance of resuming operations. 6.8 Adjusting Schedules: Upon substantial change to the schedule or upon request, the Contractor shall submit to the Contracting Officer for acceptance (to the extent indicated in paragraph 6.7 and the General Requirements) adjustments in the schedules to reflect the actual present and anticipated progress of the Work. 6.9 Substitutes or "Or Equal" Items: 6.9.1 Whenever materials or equipment are specified or described in the Contract Documents by using the name of a propriety item or the name of a particular Supplier, the naming of the item is intended to establish the type, function and quality required. Unless the name is followed by words indicating that no substitution is permitted, materials or equipment of other Suppliers may be accepted by the Contracting Officer only if sufficient information is submitted by the Contractor which clearly demonstrates to the Contracting Officer that the material or equipment proposed is equivalent or equal in all aspects to that named. The procedure for review by the Contracting Officer will include the following: 6.9.2 Requests for review of substitute items of material and equipment will not be accepted by the Contracting Officer from anyone other than the Contractor. If the Contractor wishes to furnish or use a substitute item of material or equipment, the Contractor shall make written application to the Contracting Officer for acceptance thereof, certifying that the proposed substitute will perform adequately the functions and achieve the results called for by the general design, be similar and of equal substance to that specified and be suited to the same use as the specified. The application will state that the evaluation and acceptance of the proposed substitute will not delay the Contractor's achievement of Substantial Completion on time, whether or not acceptance of the substitute for use in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with the Borough or Work on the Project) to adapt the design to the proposed substitute and whether or not incorporation or use of the substitute in connection with the Work is subject to payment of any license fee or royalty. In addition the Contracting Officer will consider whether: 1. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Consultants for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations. 2. Requested substitution does not require extensive revisions to the Contract Documents. 3. Requested substitution is consistent with the Contract Documents and will produce indicated results. 4. Substitution request is fully documented and properly submitted. 5. Requested substitution will not adversely affect Contractor's Construction Schedule. Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-21 Bid Package Issued June 14, 2024 Requested substitution has received necessary approvals of authorities having jurisdiction. Requested substitution is compatible with other portions of the Work. Requested substitution has been coordinated with other portions of the Work. Requested substitution provides specified warranty. Page 46 of 322 6.9.3 The Contractor shall submit three copies of each substitution request for consideration, identifying each product or fabrication or installation method to be replaced and including Specification Section number and title and Contract Drawing numbers and titles. Show compliance with requirements for substitutions and the following as applicable: a. Statement indicating why specified material or product cannot or should not be provided. b. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by Owner and separate contractors, that will be necessary to accommodate proposed substitution. C. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, and specific features and requirements indicated. d. Product data, including drawings and descriptions of products and fabrication and installation procedures. e. Samples, where applicable or requested. f. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners. g. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated. h. Research/evaluation reports evidencing compliance with building code in effect for Project, from a model code organization acceptable to authorities having jurisdiction. i. Detailed comparison of Contractor's Construction Schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating lack of availability or delays in delivery. j. Cost information, including a proposal of change, if any, in the Contract Price. k. Contractor's certification that proposed substitution complies with requirements in the Contract Documents and is appropriate for applications indicated. 1. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results. 6.9.4 All variations of the proposed substitute from that specified will be identified in the application and available maintenance, repair and replacement service will be indicated. The application will also contain an itemized estimate of all costs that will result directly or indirectly from acceptance of such substitute, including costs of redesign and claims of other contractors affected by the resulting change, all of which shall be considered by the Borough in evaluating the proposed substitute. The Borough may require the Contractor to furnish at the Contractor's expense additional data about the proposed substitute. The Contracting Officer may reject any substitution which the Contracting Officer determines is not in the best interest of the Borough. 6.9.5 Substitute Technique and Sequence: Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-22 Bid Package Issued June 14, 2024 Page 47 of 322 If a specific technique, sequence or procedure of construction is indicated in or required by the Contract Documents, the Contractor may furnish or utilize a substitute sequence, technique or procedure of construction acceptable to the Contracting Officer, if the Contractor submits sufficient information to allow the Contracting Officer to determine that the substitute proposed is equivalent to that indicated or required by the Contract Documents. The procedure for review by the Contracting Officer will be similar to that provided in paragraph 6.9 as applied by the Contracting Officer and as may be supplemented in the General Requirements. 6.9.6 Evaluation of Substitution: Contracting Officer may request additional information or documentation for evaluation within seven days of receipt of a request for substitution. Contracting Officer will notify Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request, or 7 days of receipt of additional information or documentation, whichever is later. Use product specified if Contracting Officer cannot make a decision on use of a proposed substitution within time allocated. The Contracting Officer will be the sole judge of acceptability, and no substitute will be ordered, installed or utilized without the Contracting Officer's prior written acceptance which will be evidenced by either a Change Order or a Shop Drawing approved in accordance with paragraphs 6.20 and 6.21. The Contracting Officer may require the Contractor to furnish at the Contractor's expense a special performance guarantee or other Surety with respect to any substitute. 6.10 Reserved. 6.11 Reserved. 6.12 Dividing the Work: The divisions and section of the Specifications and the identifications of any Drawings shall not control the Contractor in dividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. 6.13 Subcontractors: The Contractor may utilize the service of licensed specialty Subcontractors on those parts of the Work which, under normal contracting practices, are performed by licensed specialty Subcontractors, in accordance with the following conditions: 6.13.1 The Contractor shall not award any Work to any Subcontractor without prior written approval of the Contracting Officer. This approval will not be given until the Contractor submits to the Contracting Officer a written statement concerning the proposed award to the Subcontractor which shall contain required Equal Employment Opportunity documents, evidence of insurance whose limits are acceptable to the Contractor, and an executed copy of the subcontract. All subcontracts submitted for approval must contain provisions for payment for Work done by the Subcontractor within seven days of receipt of payment by the Contractor. No acceptance by the Contracting Officer of any such Subcontractor shall constitute a waiver of any right of the Borough to reject Defective Work. 6.13.2 All Work performed for Contractor by a Subcontractor will be pursuant to an appropriate written agreement between Contractor and the Subcontractor which specifically binds the Subcontractor to the applicable terms and conditions of the Contract Documents for the benefit of the Borough and contains waiver provisions as required by paragraph 13.17 and termination provisions as required by Article 14. Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-23 Bid Package Issued June 14, 2024 Page 48 of 322 6.13.4 Nothing in the Contract Documents shall create any contractual relationship between the Borough and any such Subcontractor, Supplier or other person or organization, nor shall it create any obligation on the part of the Borough to pay or to see to the payment of any moneys due any such Subcontractor, Supplier or other person or organization except as may otherwise be required by Regulatory Requirements. The Borough will not undertake to settle any differences between or among the Contractor, Subcontractors, or Suppliers. 6.13.5 The Contractor and Subcontractors shall coordinate their work and cooperate with other trades so to facilitate general progress of Work. Each trade shall afford other trades every reasonable opportunity for installation of their work and storage of materials. If cooperative work of one trade must be altered due to lack of proper supervision or failure to make proper provisions in time by another trade, such conditions shall be remedied by the Contractor with no change in Contract Price or Contract Time. 6.13.6 The Contractor shall include on his own payrolls any person or persons working on this Contract who are not covered by written subcontract, and shall ensure that all Subcontractors include on their payrolls all person performing work under the direction of the Subcontractor. 6.14 Use of Premises: The Contractor shall confine construction equipment, the storage of materials and equipment and the operations of workers to the Project limits and approved remote storage sites and lands and areas identified in and permitted by the Contract Drawings, Regulatory Requirements, rights-of-way, permits and easements, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. The Contractor shall not disturb portions of the Project site beyond areas in which the Work is indicated. The Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof or of any land areas contiguous thereto, resulting from the performance of the Work. Should any claim be made against the Borough by any such owner or occupant because of the performance of the Work, the Contractor shall hold the Borough harmless. 6.15 Structural Loading: The Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall the Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.16 Record Documents: The Contractor shall maintain in a safe place at the site one record copy of all Drawings, Specifications, Addenda, Directives, Change Orders, Supplemental Agreements, and written interpretations and clarifications (issued pursuant to paragraph 3.6) in good order and annotated to show all changes made during construction. These record documents together with all approved samples and a counterpart of all approved Shop Drawings will be available to the Contracting Officer for reference and copying. Upon completion of the Work, the annotated record documents, samples and Shop Drawings shall be delivered to the Contracting Officer. Record documents shall accurately record variations in the Work which vary from requirements shown or indicated in the Contract Documents. 6.17 Safety and Protection: Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-24 Bid Package Issued June 14, 2024 Page 49 of 322 The Contractor alone shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. The Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 6.17.1 All employees on the Work and other persons and organizations who maybe affected thereby; 6.17.2 All the Work and materials and equipment to be incorporated therein, whether in storage on or of the site; 6.17.3 Other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, and utilities not designated for removal, relocation or replacement in the course of construction. The Contractor shall comply with all applicable Regulatory Requirements of any public body having jurisdiction for the safety of persons or property or to protect them from damage, injury or loss and shall erect and maintain all necessary safeguards for such safety and protection. The Contractor shall notify owners of adjacent property and utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation and replacement of their property. All damage, injury or loss to any property caused, directly or indirectly, in whole or in part, by the Contractor, any Subcontractor, Supplier or any other person or organization directly or indirectly employed by any of them to perform or furnish any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, shall be remedied by the Contractor with no change in Contract Price or Contract Time except as stated in paragraph 4.6, except damage or loss attributable to unforeseeable causes beyond the control of and without the fault or negligence of the Contractor, including but not restricted to acts of God, of the public enemy or governmental authorities. The Contractor's duties and responsibilities for the safety and protection of the Work shall continue until Final Acceptance (except as otherwise expressly provided in connection with Substantial Completion). 6.18 Safety Representative: The Contractor shall designate a responsible safety representative at the site. This person shall be the Contractor's superintendent unless otherwise designated in writing by the Contractor to the Contracting Officer. The Contractor shall hold weekly safety meetings and shall provide reports and minutes of each meeting to the Contracting Officer prior to the next meeting. 6.19 Emergencies: In emergencies affecting the safety or protection of persons or the Work or property at the site or adjacent thereto, the Contractor, without special instruction or authorization from the Borough, is obligated to act to prevent threatened damage, injury or loss. The Contractor shall give the Contracting Officer prompt written notice if the Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If the Borough determines that a change in the Contract Documents is required because of the action taken in response to an emergency, a change will be authorized by one of the methods indicated in paragraph 9.2, as determined appropriate by the Contracting Officer. 6.20 Shop Drawings and Samples: After checking and verifying all field measurements and after complying with applicable procedures specified in the General Requirements, the Contractor shall submit to the Contracting Officer for review and approval in accordance with the accepted schedule of Shop Drawing submissions the required number of all Shop Drawings, which will bear a stamp or specific written indication that the Contractor Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-25 Bid Package Issued June 14, 2024 Page 50 of 322 has satisfied Contractor's responsibilities under the Contract Documents with respect to the review of the submission. All submissions will be identified as the Contracting Officer may require. The data shown on the Shop Drawings will be identified as the Contracting Officer may require. The data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials and similar data to enable the Contracting Officer to review the information as required. 6.20.2 The Contractor shall also submit to the Contracting Officer for review and approval with such promptness as to cause no delay in Work, all samples required by the Contract Documents. All samples will have been checked by and accompanied by a specific written indication that the Contractor has satisfied Contractor's responsibilities under the Contract Documents with respect to the review of the submission and will be identified clearly as to material, Supplier, pertinent data such as catalog numbers and the use for which intended. 6.20.3 Before submission of each Shop Drawing or sample the Contractor shall have determined and verified all quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers and similar with respect thereto and reviewed or coordinated each Shop Drawing or samples with other Shop Drawings and samples and with the requirements of the Work and the Contract Documents. 6.20.4 At the time of each submission the Contractor shall give the Contracting Officer specific written notice of each variation that the Shop Drawings or samples may have from the requirements of the Contract Documents, and in addition, shall cause a specific notation to be made on each Shop Drawing submitted to the Contracting Officer for review and approval of each such variation. All variations of the proposed shop drawing from that specified will be identified in the submission and available maintenance, repair and replacement service will be indicated. The submittal will also contain an itemized estimate of all costs that will result directly or indirectly from acceptance of such variation, including costs of redesign and claims of other Contractors affected by the resulting change, all of which shall be considered by the Borough in evaluating the proposed variation. If the variation may result in a change of Contract Time or Price, or Contract responsibility, and is not minor in nature; the Contractor must submit a written request for Change Order with the variation to notify the Borough of its intent. The Borough may require the Contractor to furnish at the Contractor's expense additional data about the proposed variation. The Contracting Officer may reject any variation request which the Contracting Officer determines is not in the best interest of the Borough. 6.21 Shop Drawing and Sample Review: 6.2 1.1 The Contracting Officer will review with reasonable promptness Shop Drawings and samples, but the Contracting Officer's review will be only for conformance with the design concept of the Project and for compliance with the information given in the Contract Documents and shall not extend to means, methods, techniques, sequences or procedures of construction (except where a specific means, method, technique, sequence or procedure of construction is indicated in or required by the Contract Documents) or to safety precautions or programs incident thereto. The review of a separate item as such will not indicate acceptance of the assembly in which the item functions. The Contractor shall make corrections required by the Contracting Officer and shall return the required number of corrected copies of Shop Drawings and submit as required new samples for review. The Contractor shall direct specific attention in writing to revisions other than the corrections called for by the Contracting Officer on previous submittals. 6.21.2 The Contracting Officer's review of Shop Drawings or samples shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless the Contractor has in writing advised the Contracting Officer of each such variation at the time of submission as required Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-26 Bid Package Issued June 14, 2024 Page 51 of 322 by paragraph 6.20.4. The Contracting Officer if he so determines, may give written approval of each such variation by Change Order, except that, if the variation is minor and no Change Order has been requested, a specific written notation thereof incorporated in or accompanying the Shop Drawing or sample review comments shall suffice as a modification. No approval by the Contracting Officer will relieve the Contractor from responsibility for errors or omissions in the Shop Drawings or from responsibility for having complied with the provisions of paragraph 6.20.3. 6.21.3 Where a Shop Drawing or sample is required by the Specifications, any related Work performed prior to the Contracting Officer's review of the pertinent submission will be the sole expense and responsibility of the Contractor. 6.22 Maintenance During Construction: The Contractor shall maintain the Work during construction and until Substantial Completion, at which time the responsibility for maintenance shall be established in accordance with paragraph 13.10. 6.23 Continuing the Work: The Contractor shall carry on the Work and adhere to the progress schedule during all disputes or disagreements with the Borough. No Work shall be delayed or postponed pending resolution of any disputes, disagreements, or claims except as the Contractor and the Contracting Officer may otherwise agree in writing. 6.24 Consent to Assignment: The Contractor shall obtain the prior written consent of the Contracting Officer to any proposed assignment of any interest in, or part of this Contract. The consent to any assignment or transfer shall not operate to relieve the Contractor or his Sureties of any of his or its obligations under this Contract or the Performance Bonds. Nothing herein contained shall be construed to hinder, prevent, or affect an assignment of monies due, or to become due hereunder, made for the benefit of the Contractor's creditors pursuant to law. 6.25 Use of Explosives: 6.25.1 When the use of explosives is necessary for the prosecution of the Work, the Contractor shall exercise the utmost care not to endanger life or property, including new Work and shall follow all Regulatory Requirements applicable to the use of explosives. The Contractor shall be responsible for all damage resulting from the use of explosives. 6.25.2 All explosives shall be stored in a secure manner in compliance with all Regulatory Requirements, and all such storage places shall be clearly marked. Where no Regulatory Requirements apply, safe storage shall be provided no closer than 1,000 feet from any building, camping area, or place of human occupancy. 6.25.3 The Contractor shall notify each public utility owner having structures in proximity to the site of his intention to use explosives. Such notice shall be given sufficiently in advance to enable utility owners to take such steps as they may deem necessary to protect their property from injury. However, the Contractor shall be responsible for all damage resulting from the use of the explosives, whether or not utility owners act to protect their property. 6.26 Contractor's Records: Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-27 Bid Package Issued June 14, 2024 Page 52 of 322 6.26.1 Records of the Contractor and Subcontractors relating to personnel, payrolls, invoices of materials, and any and all other data relevant to the performance of this Contract must be kept on a generally recognized accounting system. Such records must be available during normal work hours to the Contracting Officer for purposes of investigation to ascertain compliance with Regulatory Requirements and provisions of the Contract Documents. 6.26.2 Payroll records must contain the name and address of each employee, his correct classification, rate of pay, daily and weekly number of hours of work, deductions made, and actual wages paid. The Contractor and Subcontractor shall make employment records available for inspection by the Contracting Officer and representatives of the U.S. and/or Alaska Department of Labor and Workforce Development and will permit such representatives to interview employees during working hours on the Project. 6.26.3 Records of all communications between the Borough and the Contractor and other parties, where such communications affected performance of this Contract, must be kept by the Contractor and maintained for a period of three years from Final Acceptance. The Borough or its assigned representative may perform an audit of these records during normal work hours after written notice to the Contractor. 7.1 Laws to be Observed: The Contractor shall keep fully informed of all Federal and State Regulatory Requirements and all orders and decrees of bodies or tribunals having any jurisdiction or authority, which in any manner after those engaged or employed on the Work, or which in any way affect the conduct of the Work. The Contractor shall at all times observe and comply with all such Regulatory Requirements, orders and decrees and shall protect and indemnify the Borough and its representatives against claim or liability arising from or based on the violation of any such Regulatory Requirement, order, or decree whether by the Contractor, Subcontractor, or any employee of either. Except where otherwise expressly required by applicable Regulatory Requirements, the Borough shall not be responsible for monitoring Contractor's compliance with any Regulatory Requirements. 7.2 Permits, Licenses and Taxes: 7.2.1 The Contractor shall procure all permits and licenses, pay all charges, fees and taxes, and give all notices necessary and incidental to the due and lawful prosecution of the Work. As a condition of performance of this Contract, the Contractor shall pay all Federal, State and local taxes incurred by the Contractor, in the performance of this Contract. Proof of payment of these taxes is a condition precedent to final payment by the Borough under this Contract. 7.2.2 The Contractor's certification that taxes have been paid (as contained in the Release of Contract) will be verified with the Alaska Department of Revenue and Department of Labor and Workforce Development, prior to final payment. 7.2.3 If any Federal, State or local tax is imposed, charged, or repealed after the date of bid opening and is made applicable to and paid by the Contractor on the articles or supplies herein contracted for, then the Contract shall be increased or decreased accordingly by a Change Order. 7.3 Patented Devices, Materials and Processes: Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-28 Bid Package Issued June 14, 2024 Page 53 of 322 If the Contractor employs any design, device, material, or process covered by letters of patent, trademark or copyright, the Contractor shall provide for such use by suitable legal agreement with the patentee or owner. The Contractor and the Surety shall indemnify and save harmless the Borough, any affected third party, or political subdivision from any and all claims for infringement by reason of the use of any such patented design, device material or process, or any trademark or copyright, and shall indemnify the Borough for any costs, expenses, and damages which it may be obligated to pay by reason of any infringement, at any time during the prosecution or after the completion of the Work. 7.4 Compliance of Specifications and Drawings: If the Contractor observes that the Specifications and Drawings supplied by the Borough are at variance with any Regulatory Requirements, Contractor shall give the Contracting Officer prompt written notice thereof, and any necessary changes will be authorized by one of the methods indicated in paragraph 9.2 as determined appropriate by the Contracting Officer. If the Contractor performs any Work knowing or having reason to know that it is contrary to such Regulatory Requirements, and without such notice to the Contracting Officer, the Contractor shall bear all costs arising therefrom; however, it shall not be the Contractor's primary responsibility to make certain that the Specifications and Drawings supplied by the Borough are in accordance with such Regulatory Requirements. 7.5 Accident Prevention: The Contractor shall comply with AS 18.60.75 and all pertinent provisions of the Construction Code Occupational Safety and Health Standards issued by the Alaska Department of Labor and Workforce Development. 7.6 Sanitary Provisions: The Contractor shall provide and maintain in a neat and sanitary condition such accommodations for the use of its employees and Borough representatives as may be necessary to comply with the requirements of the State and local Boards of Health, or of other bodies or tribunals having jurisdiction. 7.7 Business Registration: The Contractor shall comply with all applicable provisions of AS 18.18.011. It is unlawful for a person to submit a bid or work as a contractor until he has been issued a certificate of registration by the Department of Commerce, Community and Economic Development. A partnership or joint venture shall be considered registered if one of the general partners or venturers whose name appears in the name under which the partnership or venture does business is registered. 7.8 Professional Registration and Certification: All craft trades, architects, engineers and land surveyors, electrical administrators, and explosive handlers employed under the Contract shall specifically comply with applicable provisions of AS 08.18, 08.48, 08.40 and 08.52. Provide copies of individual licenses within seven days following a request from the Contracting Officer. 7.9 Local Building Codes: The Contractor shall comply with AS 35.10.025 which requires construction in accordance with applicable local building codes including the obtaining of required permits. Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-29 Bid Package Issued June 14, 2024 Page 54 of 322 7.10 Environmental Quality Control: The Contractor shall comply with all applicable provisions of federal environmental laws, AS Title 46 and regulations adopted thereunder, as they pertain to Water, Air, Energy and Environmental Conservation. 7.11 Archaeological or Paleontological Discoveries: When the Contractor's operation encounters prehistoric artifact, burials, remains of dwelling sites, or paleontological remains, such as shell heaps, land or seal mammal bones or tusks, the Contractor shall cease operations immediately and notify the Contracting Officer. No artifacts or specimens shall be further disturbed or removed from the ground and no further operations shall be performed at the site until so directed. Should the Contracting Officer order suspension of the Contractor's operations in order to protect an archaeological or historical finding, or order the Contractor to perform extra Work, such shall be covered by an appropriate Contract change document. 7.12 Alaska Agricultural Products: Pursuant to AS 36.15, forestry and agricultural products harvested in Alaska shall be used in State funded projects when competitively priced, available and of like quality compared with agricultural projects harvested outside the State. 7.13 Preferential Employment: The Contractor shall comply with all applicable and valid laws and regulations regarding the hiring of Alaska residents now in effect or that might subsequently take effect during the term of this Contract. In order to ensure that Contractor's subcontractors will comply with all applicable laws and regulations regarding the hiring of Alaska residents now in effect or that might subsequently take effect, the Contractor shall include in its contracts with subcontractors under this Contract language that is substantially the same as the first sentence of this provision. 7.14 Wages and Hours of Labor: 7.14.1 One certified copy of all payrolls shall be submitted bi-weekly to the Alaska Department of Labor and Workforce Development and to KIB to assure compliance with AS 36.05.040, Filing Schedule of Employees Wages Paid and Other Information. The Contractor shall be responsible for the submission of certified copies of payrolls of all Subcontractors. The certification shall affirm that the payrolls are current and complete, that the wage rates contained therein are not less than the applicable rate referenced in these Contract Documents, and that the classification set forth for each laborer or mechanic conforms with the Work he performed. The Contractor and its Subcontractors shall attend all hearings and conferences and produce such books, papers and documents all as requested by the Department of Labor and Workforce Development. Should Federal funds be involved, the appropriate Federal Agency shall also receive a copy of the Contractor's certified payrolls. 7.14.2 The following Labor provisions shall also apply to this Contract: a. The Contractor and its Subcontractors shall pay all employees unconditionally in a timely manner; b. wages may not be less than those stated in the advertised Specifications, regardless of the contractual relationship between the Contractor or Subcontractors and laborers, mechanics, or field surveyors; Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-30 Bid Package Issued June 14, 2024 Page 55 of 322 C. the scale of wages to be paid shall be posted by the Contractor in a prominent and easily accessible place at the site of the Work; d. the Borough shall withhold so much of the accrued payments as is necessary to pay to laborers, mechanics, or field surveyors employed by the Contractor or Subcontractors the difference between 1. the rate of wages required by the Contract to be paid laborers, mechanics, or field surveyors on the Work, and 2. the rates of wages in fact received by laborers, mechanics or field -surveyors. 7.15 Overtime Work Hours and Compensation: Pursuant to AS 23.10.060, the Contractor shall not require nor permit any laborer or mechanic employed on any Work under this Contract to work in excess of eight hours in any Calendar Day or in excess of forty hours in any workweek on Work subject to the provisions of the Contract Work Hours and Safety Standards Act unless such laborer or mechanic receives compensation at a rate not less than one and one half times the basic rate of pay for all such hours worked in excess of eight hours in any Calendar Day or in excess of forty hours in such workweek, whichever is the greater number of overtime hours. In the event of any violation of this provision, the Contractor shall be liable to any affected employee for any amounts due and penalties and to the Borough for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic employed in violation of this provision in the sum of $10.00 for each Calendar Day on which such employee was required or permitted to be employed on such Work in excess of eight hours or in excess of the standard workweek of forty hours without payment of the overtime wages required by this paragraph. 7.16 Covenant Against Contingent Fees: The Contractor warrants that no person or selling agent has been employed or retained to solicit or secure this Contract upon an agreement or understanding for a commission, percentage, brokerage, or contingent fee, excepting bona fide employees or bona fide established commercial or selling agencies maintained by the Contractor for the purpose of securing business. For breach or violation of this warrant, the Borough shall have the right to annul this Contract without liability or, in its discretion, to deduct price of consideration from the Contract or otherwise recover the full amount of such commission, percentage, brokerage, or contingent fee. 7.17 Officials Not To Benefit: No member of or delegate to the U.S. Congress, the State Legislature, the Borough Assembly or other elected official shall be admitted to any share or part of this Contract, nor to any benefit that may arise therefrom. However, this provision shall not be construed to extend to this Contract if made with a corporation or limited liability company for its general benefit. 7.18 Personal Liability of Public Officials: In carrying out any of the provisions thereof, or in exercising any power or authority granted to the Contracting Officer by the Contract, there will be no liability upon the Contracting Officer nor upon Borough employees authorized as the Contracting Officer's representatives, either personally or as officials of the Borough, it being always understood that in such matters they act as agents and representatives of the Borough. ARTICLE 8 - OTHER WORK Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-31 Bid Package Issued June 14, 2024 Page 56 of 322 8.1 Related Work At Site: 8.1.1 The Borough reserves the right at any time to contract for and perform other additional work on or near the Work covered by this Contract. 8.1.2 When separate contracts are let within the limits of the Project, the Contractor shall conduct its Work so as not to interfere with or hinder the work being performed by other contractors. The Contractor when working on the same Project with other contractors shall cooperate with such other contractors. The Contractor shall join its work with that of the others in an acceptable manner and shall perform it in proper sequence to that of others. 8.1.3 If the fact that other such work is to be performed is identified or shown in the Contract Documents the Contractor shall assume all liability, financial or otherwise, in connection with this Contract and indemnify and save harmless the Borough from any and all damages or claims that may arise because of inconvenience, delay, or loss experienced by the Contractor because of the presence and operations of other contractors. 8.1.4 If the fact that such other work is to be performed was not identified or shown in the Contract Documents, written notice thereof will be given to the Contractor prior to starting any such other work. If the Contractor believes that such performance will require a change in Contract Price or Contract Time, the Contractor shall notify the Contracting Officer of such required increase within 15 calendar days following receipt of the Contracting Officer's notice. Should the Contracting Officer find such increase(s) to be justified, a Change Order will be executed. 8.2 Access, Cutting, and Patching: The Contractor shall afford each utility owner and any other contractor who is a party to such a direct contract with the Borough (or the Borough, if the Borough is performing the additional work with the Borough's employees) proper and safe access to the site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such work, and shall properly connect and coordinate the Work with the work of others. The Contractor shall do all cutting, fitting and patching of the Work that may be required to make its several parts come together properly and integrate with such other work, the Contractor shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter such other work with the written consent of the Contracting Officer. Contractor will submit a Cutting and Patching proposal describing procedures at least 10 days before the time Cutting and Patching will be performed, requesting the approval to proceed. Where Cutting and Patching involve adding reinforcement to structural elements, submit details and engineering calculations showing integration of reinforcement with original structure. Approval does not waive right to later require removal and replacement of unsatisfactory work. The Contractor will not Cut and Patch in a manner that could change load -carrying capacity or load -deflection ratio, or that results in reducing the capacity of operating elements and related components to perform as intended or that results in increased maintenance or decreased operational life or safety. Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in Owner's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner. Remove, replace, patch, and repair materials and surfaces cut or damaged during cutting and patching operations, by methods and with materials so as not to void existing warranties. Use materials identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible. If identical materials are unavailable or cannot be used, use materials that, when installed, will match the visual and functional performance of in-place materials. Clean areas and spaces where Cutting and Patching are performed. Completely remove paint, mortar, Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-32 Bid Package Issued June 14, 2024 Page 57 of 322 oils, putty, and similar materials. The duties and responsibilities of the Contractor under this paragraph are for the benefit of other contractors to the extent that there are comparable provisions for the benefit of the Contractor in said direct contracts between the Borough and other contractors. 8.3 Defective Work By Others: If any part of the Contractor's Work depends for proper execution or results upon the work of any such other contractor, utility owner, or the Borough, the Contractor shall inspect and promptly report to the Contracting Officer in writing any delays, defects or deficiencies in such work that render it unavailable or unsuitable for such proper execution and results. The Contractor's failure to so report will constitute an acceptance of the other work as fit and proper for integration with Contractor's Work except for latent or non -apparent defects and deficiencies in the other work. 8.4 Coordination: If the Borough contracts with others for the performance of other work at the site, the Contracting Officer will have authority and responsibility for coordination of the activities among the various prime contractors. 9.1 Borough's Right to Change: Without invalidating the Contract and without notice to any Surety, the Borough may, at any time or from time to time, order additions, deletions or revisions in the Work within the general scope of the Contract, including but not limited to changes: 9.1.1 In the Contract Documents; 9.1.2 In the method or manner of performance of the Work; 9.1.3 In Borough -furnished facilities, equipment, materials, services, or site; 9.1.4 Directing acceleration in the performance of the Work. 9.2 Authorization of Changes within the General Scope: Additions, deletions, or revisions in the Work within the general scope of the Contract as specified in paragraph 9.1 shall be authorized by one or more of the following ways: 9.2.1 Directive (pursuant to paragraph 9.3). 9.2.2 A Change Order (pursuant to paragraph 9.4). 9.2.3 Borough's acceptance of Shop Drawing variations from the Contract Documents as specifically identified by the Contractor as required by paragraph 6.20.4. 9.3 Directive: 9.3.1 The Contracting Officer shall provide written clarification or interpretation of the Contract Documents (pursuant to paragraph 3.6). Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-33 Bid Package Issued June 14, 2024 Page 58 of 322 9.3.2 The Contracting Officer may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are consistent with the overall intent of the Contract Documents. 9.3.3 The Contracting Officer may order the Contractor to correct Defective Work or methods which are not in conformance with the Contract Documents. 9.3.4 The Contracting Officer may direct the commencement or suspension of Work or emergency related Work (as provided in paragraph 6.19). 9.3.5 Upon the issuance of a Directive to the Contractor by the Contracting Officer, the Contractor shall proceed with the performance of the Work as prescribed by such Directive. 9.3.6 If the Contractor believes that the changes noted in a Directive may cause an increase in the Contract Price or an extension of Contract Time, the Contractor shall immediately provide written notice to the Contracting Officer depicting such increases before proceeding with the Directive, except in the case of an emergency. If the Contracting Officer finds the increase in Contract Price or the extension of Contract Time justified, a Change Order will be issued. If, however, the Contracting Officer does not find that a Change Order is justified, the Contracting Officer may direct the Contractor to proceed with the Work. The Contractor shall cooperate with the Contracting Officer in keeping complete daily records of the cost of such Work. If a Change Order is ultimately determined to be justified, in the absence of agreed prices and unit prices, payment for such Work will be made on a cost of the work basis as provided in paragraph 10.4. 9.4 Change Order: A change in Contract Time, Contract Price, or responsibility may be made for changes within the scope of the Work only by Change Order. Upon receipt of an executed Change Order, the Contractor shall promptly proceed with the work involved which will be performed under the applicable conditions of the Contract Documents except as otherwise specifically provided. Changes in Contract Price and Contract Time shall be made in accordance with Article 10 and 11. 9.5 Shop Drawing Variations: Shop drawing variations shall only be eligible for consideration under 9.4 when the conditions affecting the price, time, or responsibility are identified by the Contractor in writing and a request for a Change Order is submitted as per paragraph 6.20.4. 9.6 Changes Outside the General Scope; Supplemental Agreement: Any change which is outside the general scope of the Contract, as determined by the Contracting Officer, must be authorized by a Supplemental Agreement signed by the appropriate representatives of the Borough and the Contractor. Prior approval by the Borough Manager or the Borough Assembly may be required. 9.7 Unauthorized Work: The Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-34 Bid Package Issued June 14, 2024 Page 59 of 322 modified and supplemented as provided in this Article 9, except in the case of an emergency as provided in paragraph 6.19 and except in the case of uncovering Work as provided in paragraph 12.4.2. 9.8 Notification of Surety: If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time) is required by the provisions of any Bond to be given to a Surety, the giving of any such notice will be the Contractor's responsibility, and the amount of each applicable Bond will be adjusted accordingly. 9.9 Differing Site Conditions: 9.9.1 The Contractor shall promptly, and before such conditions are disturbed (except in an emergency as permitted by paragraph 6.19), notify the Contracting Officer in writing of (1) subsurface or latent physical conditions at the site differing materially from those indicated in the Contract, and which could not have been discovered by a careful examination of the site, or (2) unknown physical conditions at the site, of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in this Contract. The Contracting Officer shall promptly investigate the conditions, and if the Contracting Officer finds that such conditions do materially so differ and cause an increase or decrease in the Contractor's cost of or time required for, performance of this Contract, an equitable adjustment shall be made and the Contract modified in writing accordingly. 9.9.2 Any claim for additional compensation by the Contractor under this clause shall be made in accordance with Article 15 and shall not be allowed unless the Contractor has first given the notice required by this Contract. In the event that the Contracting Officer and the Contractor are unable to reach an agreement concerning an alleged differing site condition, the Contractor will be required to keep an accurate and detailed record which will indicate the actual cost of the work done under the alleged differing site condition. Failure to keep such a record shall be a bar to any recovery by reason of such alleged differing site conditions. The Contracting Officer shall be given the opportunity to supervise and check the keeping of such records. ARTICLE 10 - CONTRACT PRICE: COMPUTATION AND CHANGE 10.1 Contract Price: The Contract Price constitutes the total compensation (subject to authorized adjustments) payable to the Contractor for performing the Work. All duties, responsibilities and obligations assigned to or undertaken by the Contractor shall be at its expense without change in the Contract Price. The Contract Price may only be changed by a Change Order or Supplemental Agreement. 10.2 Claim For Price Change: Any claim for an increase or decrease in the Contract Price shall be submitted in accordance with the terms of Article 15, and shall not be allowed unless notice requirements of this Contract have been met. 10.3 Change Order Price Determination: The value of any Work covered by a Change Order for an increase or decrease in the Contract Price shall be determined in one of the following ways: Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-35 Bid Package Issued June 14, 2024 Page 60 of 322 10.3.1 Where the Work involved is covered by unit prices contained in the Contract Documents, by application of unit prices to the quantities of the items involved (subject to the provisions of paragraphs 10.9.1 through 10.9.3, inclusive). 10.3.2 By mutual acceptance of a lump sum price which includes overhead and profit. 10.3.3 When 10.3.1 and 10.3.2 are inapplicable, on the basis of the "cost of the work" (determined as provided in paragraphs 10.4 and 10.5) plus a Contractor's fee for overhead and profit (determined as provided in paragraph 10.6). 10.3.4 Before a Change Order or Supplemental Agreement is approved, the Contractor shall submit pricing data regarding the changed or extra work. The Contractor shall certify that the data submitted is, to its best knowledge and belief accurate, complete and current as of a mutually determined specified data and that such data will continue to be accurate and complete during the performance of the changed or extra work. 10.4 "Cost of the Work": The term "cost of the work" means the sum of all costs necessarily incurred and paid by the Contractor in the proper performance of the Work. Except as otherwise may be agreed to in writing by the Borough, such costs shall be in amount no higher than those prevailing in the locality of the Project, shall include only the following items and shall not include any of the costs itemized in paragraph 10.5: 10.4.1 Payroll costs for employees in the direct employ of the Contractor in the performance of the Work under schedules of job classifications agreed upon by the Borough and the Contractor. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include, but not be limited to, salaries and wages plus the cost of fringe benefits which shall include social security contributions, unemployment, excise and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. Such employees shall include superintendents and foremen at the site. The expenses of performing Work after regular working hours, on Saturday, Sunday or legal holidays, shall be included in the above to the extent authorized by the Borough. 10.4.2 Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof and Suppliers' field services required in connection therewith. All cash discounts shall accrue to the Contractor unless the Borough deposits funds with the Contractor with which to make payments, in which case the cash discounts shall accrue to the Borough. All trade discounts, rebates and refunds and all returns from sale of surplus materials and equipment shall accrue to the Borough, and the Contractor shall make provisions so that they may be obtained. 10.4.3 Payments made by the Contractor to Subcontractors for Work performed by Subcontractors or Suppliers acceptable to the Contractor. Contractor shall deliver such quotes to the Borough who will then determine which quotes will be accepted. If a subcontract provides that the Subcontractor is to be paid on the basis of "cost of the work" plus a fee, the Subcontractor's "cost of the work" shall be determined in the same manner as the Contractor's "cost of work" as described in paragraphs 10.4 and 10.5; and the Subcontractor's fee shall be established as provided for under subparagraph 10.6.2 clause b. All subcontracts shall be subject to the other provisions of the Contract Documents insofar as applicable. 10.4.4 Costs of special consultants (including but not limited to engineers, architects, testing laboratories, and surveyors) employed for services necessary for the completion of the Work. Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-36 Bid Package Issued June 14, 2024 Page 61 of 322 10.4.5 Supplemental costs including the following: a. The proportion of necessary transportation, travel and subsistence expenses of the Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office and temporary facilities at the site and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost less market value of such items used but not consumed which remain the property of the Contractor. C. Rentals of all construction equipment and machinery and the parts thereof whether rented from the Contractor or others in accordance with rental agreements approved by the Borough and the costs of transportation, loading, unloading, installation, dismantling and removal thereof - all in accordance with terms of said rental agreements. The rental of any such equipment, machinery or parts shall cease when the use thereof is no longer necessary for the Work. d. Sales, consumer, use or similar taxes related to the Work, and for which the Contractor is liable, imposed by Regulatory Requirements. e. Deposits lost for causes other than negligence of the Contractor, and Subcontractor or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. f. Losses and damages (and related expenses), not compensated by insurance or otherwise, to the Work or otherwise sustained by the Contractor in connection with the performance and furnishing of the Work provided they have resulted from causes other than the negligence of the Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of the Borough. No such losses, damages and expenses shall be included in the "cost of the work" for the purpose of determining the Contractor's fee. If, however, any such loss or damage requires reconstruction and the Contractor is placed in charge thereof, the Contractor shall be paid for services a fee proportionate to that stated in paragraphs 10.6.2.a and 10.6.2.b. g. The cost of utilities, fuel and sanitary facilities at the site. h. Minor expenses such as telegrams, long distance telephone calls, telephone service at the site, expressage and similar petty cash items in connection with the Work. i. Cost of premiums for Payment and Performance Bonds and insurance, each as described in Article 5, and additional bonds and insurance required because of changes in the Work and premiums for property insurance coverage within the limits of the deductible amounts established by the Borough in accordance with Article 5. 10.5 Excluded Costs: The term "cost of the work" shall not include any of the following: 10.5.1 Payroll costs and other compensation of Contractor's officers, executives, principals (of partnership and sole proprietorships), general managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agency, expediters, timekeepers, clerks and other personnel employed by Contractor whether at the site or in Contractor's principal or a branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in paragraph 10.4.1 or specifically covered by paragraph 10.4.4 - all of which are to be considered administrative costs covered by the Contractor's fee. 10.5.2 Expenses of Contractor's principal and branch offices other than Contractor's office at the site. Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-37 Bid Package Issued June 14, 2024 Page 62 of 322 10.5.3 Any part of Contractor's capital expenses including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 10.5.4 Cost of premiums for all bonds and for all insurance whether or not Contractor is required by the Contract Documents to purchase and maintain the same (except for the cost of premiums covered by subparagraph 10.4.5.i above. 10.5.5 Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of Defective Work, disposal of materials or equipment wrongly supplied and making good any damage to property. 10.5.6 Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in paragraph 10.4. 10.6 Contractor's Fee: The Contractor's fee allowed to Contractor for overhead and profit shall be determined as follows: 10.6.1 A mutually acceptable fixed fee; or: 10.6.2 A fee based on the following percentages of the various portions of the "cost of the work:" a. For costs incurred under paragraphs 10.4.1 and 10.4.2, the Contractor's fee shall not exceed fifteen percent; b. For costs incurred under paragraph 10.4.3, the Contractor's fee shall not exceed eight percent; and if a subcontract is on the basis of "cost of the work" plus a fee, the maximum allowable to Contractor on account of overhead and profit of all Subcontractors and multiple tiers thereof shall not exceed eight percent; C. No fee shall be payable on the basis of costs itemized under paragraphs 10.4.4, 10.4.5 and 10.5; d. The amount of credit to be allowed by the Contractor to the Borough for any such change which results in a net decrease in cost will be the amount of the actual net decrease plus a deduction in Contractor's fee by an amount equal to ten percent of the net decrease; and e. When both additions and credits are involved in any one change, the adjustment in Contractor's fee shall be computed on the basis of the net change in accordance with paragraphs 10.6.2.a through 10.6.2.d, inclusive. 10.7 Cost Breakdown: Whenever the cost of any Work is to be determined pursuant to paragraphs 10.4 and 10.5, the Contractor will submit in form acceptable to the Borough an itemized cost breakdown together with supporting data. 10.8 Cash Allowances: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be done by such Subcontractors or Suppliers and for such sums within the limit of the allowances as may be acceptable to the Contracting Officer. Contractor agrees that: Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-38 Bid Package Issued June 14, 2024 Page 63 of 322 10.8.1 The allowances include the cost to Contractor (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the site, and all applicable taxes; and 10.8.2 Contractor's cost for unloading and handling on the site, labor, installation costs, overhead, profit and other expenses contemplated for the allowances have been included in the Contract Price and not in the allowances. No demand for additional payment on account of any thereof will be valid. 10.9 Unit Price Work: 10.9.1 Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the established unit prices for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Contract. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by the Contractor will be made by the Borough in accordance with paragraph 10.10. 10.9.2 Each unit price will be deemed to include an amount considered by the Contractor to be adequate to cover the Contractor's overhead and profit for each separately identified item. If the "Basis of Payment" clauses in the Contract Documents relating to any unit price in the bid schedule requires that the said unit price cover and be considered compensation for certain work or material essential to the item, this same work or material will not also be measured or paid for under any other pay item which may appear elsewhere in the Contract Documents. 10.9.3 Payment to the Contractor shall be made only for the actual quantities of Work performed and accepted or materials furnished, in conformance with the Contract Documents. When the Contractor approaches 90 percent of the estimated quantity of a unit price item, Contractor shall notify the Contracting Officer. Such notification is required prior to any request for an increase in the estimated quantities of Work or materials stated in the bid schedule, or change documents. 10.10 Determinations for Unit Prices: The Contracting Officer will determine the actual quantities and classifications of Unit Price Work performed by the Contractor. The Contracting Officer will review with the Contractor preliminary determinations on such matters before finalizing the costs and quantities on the Schedule of Values. The Contracting Officer's acknowledgment thereof will be final and binding on the Contractor, unless, within 10 days after the date of any such decisions, the Contractor delivers to the Contracting Officer written notice of intention to appeal from such a decision. ARTICLE 11 - CONTRACT TIME: COMPUTATION AND CHANGE 11.1 Commencement of Contract Time: The Contract Time will commence to run on the day indicated in the Notice to Proceed. 11.2 Starting the Work: No Work on Contract items shall be performed before the effective date of the Notice to Proceed. The Contractor shall notify the Contracting Officer at least 24 hours in advance of the time actual construction operations will begin. The Contractor may request a limited Notice to Proceed after Award has been made, to permit it to order long lead materials which could cause delays in project completion. However, Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-39 Bid Package Issued June 14, 2024 Page 64 of 322 granting is within the sole discretion of the Contracting Officer, and refusal or failure to grant a limited Notice To Proceed shall not be a basis for claiming for delay, extension of time, or alteration of price. 11.3 Computation of Contract Time: 11.3.1 When the Contract Time is specified on a Calendar Days basis, all Work under the Contract shall be completed within the number of Calendar Days specified. The count of Contract Time begins on the day following receipt of the Notice to Proceed by the Contractor, if no starting day is stipulated therein. Calendar Days shall continue to be counted against Contract Time until and including the date of Final Completion of the Work. 11.3.2 When the Contract completion time is specified as a fixed calendar date, it shall be the date of Final Completion. 11.4 Time Change: The Contract Time may only be changed by a Change Order or Supplemental Agreement. 11.5 Extension Due to Delays: The right of the Contractor to proceed shall not be terminated nor the Contractor charged with liquidated or actual damages because of any delays to the completion of the Work due to unforeseeable causes beyond the control and without the fault or negligence of the Contractor, including, but not restricted to the following: acts of God or of the public enemy, acts of the Borough in contractual capacity, acts of another contractor in the performance of a Contract with the Borough, floods, fires, epidemics, quarantine restrictions, strikes, freight embargoes, unusually severe weather and delays of Subcontractors or Suppliers due to such causes. Any delay in receipt of materials on the site, caused by other than one of the specifically mentioned occurrences above, does not of itself justify a time extension, provided that the Contractor shall within 24 hours from the beginning of any such delay (unless the Contracting Officer shall grant a further period of the time prior to the date of final settlement of the Contract) notify the Contracting Officer in writing of the cause of delay. The Contracting Officer shall ascertain the facts and the extent of the delay and extend the time for completing the Work when the findings of fact justify such an extension. 11.5.1 Delays or disruptions resulting from weight restrictions imposed on roadways, excessive traffic on roadways or road construction and/or repairs shall not be considered unforeseeable causes beyond the control of the Contractor. 11.6 Essence of Contract: All time limits stated in the Contract Documents are of the essence of the Contract. 11.7 Reasonable Completion Time: It is expressly understood and agreed by and between the Contractor and the Borough that the date of beginning and the time for Final Completion of the Work described herein are reasonable times for the completion of the Work. 11.8 Delay Damages: Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-40 Bid Package Issued June 14, 2024 Page 65 of 322 Whether or not the Contractor's right to proceed with the Work is terminated, the Contractor and its Sureties shall be liable for damages resulting from the Contractor's refusal or failure to complete the Work within the specified time. Liquidated damages for delay shall be paid by the Contractor or his Surety to the Borough in the amount as specified in the Supplementary Conditions for each Calendar Day the completion of the Work or any part thereof is delayed beyond the Contract Time required by the Contract, or any extension thereof. If such amount of liquidated damages is not established by the Contract Documents, then the Contractor and his Surety shall be liable to the Borough for any actual damages occasioned by such delay. The Contractor acknowledges that the liquidated damages established herein are not a penalty but rather constitute an estimate of damages that the Borough will sustain by reason of delayed completion. These liquidated damages are intended as compensation for losses difficult to estimate, and include those items enumerated in the Supplementary Conditions. These damages will continue to run both before and after termination in the event of default termination. These liquidated damages do not cover excess costs of completion or Borough costs, fees, and charges related to reprocurement. If a default termination occurs, the Contractor or his Surety shall pay in addition to these damages, all excess costs and expenses related to completion as provided by paragraph 14.2.5. ARTICLE 12 - QUAL.ITY AS 12.1 Warranty and Guaranty: The Contractor warrants and guarantees to the Borough that all Work will be in accordance with the Contract Documents and will not be Defective. Prompt notice of all defects shall be given to the Contractor. All Defective Work, whether or not in place, may be rejected, corrected or accepted as provided for in this Article. 12.2 Access to Work: The Borough and its Project Management representatives, testing agencies and governmental agencies with jurisdiction interests will have access to the Work at reasonable times for their observation, inspecting and testing. The Contractor shall provide proper and safe conditions for such access. 12.3 Tests and Inspections: 12.3.1 The Contractor shall give the Contracting Officer timely notice of readiness of the Work for all required inspections, tests or approvals. 12.3.2 If Regulatory Requirements of any public body having jurisdiction require any Work (or part thereof) to specifically be inspected, tested or approved, the Contractor shall schedule such inspection, test or approval. Testing and Inspections shall be scheduled in a manner such as to reduce travel expenses of inspector whenever reasonable and without adversely affecting the schedule of work. The Borough shall select the inspector and pay all costs in connection therewith. The Contracting Officer shall be provided with the required certificates of inspection, testing or approval. If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, the Contractor shall comply with the most stringent requirement. The Contractor will refer uncertainties and requirements that are different, but apparently equal, to Owner for a decision before proceeding. The Borough may perform additional tests and inspections which it deems Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-41 Bid Package Issued June 14, 2024 Page 66 of 322 necessary to insure quality control. All such failed tests or inspections shall be at the Contractor's expense. 12.3.3 If any Work (including the work of others) that is to be inspected, tested or approved is covered without written concurrence of the Contracting Officer, it must, if requested by the Contracting Officer, be uncovered for observation. Such uncovering shall be at the Contractor's expense unless the Contractor has given the Contracting Officer timely notice of Contractor's intention to cover the same and the Contracting Officer has not acted with reasonable promptness in response to such notice. 12.3.4 Neither observations nor inspections, tests or approvals by the Borough or others shall relieve the Contractor from the Contractor's obligations to perform the Work in accordance with the Contract Documents. 12.3.5 Within 30 days from the Notice to Proceed, the Contractor shall provide to the Contracting Officer a Schedule of Tests and Inspections, prepared in tabular form and including the following: 1. Specification Section number and title. 2. Description of test and inspection. 3. Identification of applicable standards. 4. Identification of test and inspection methods. 5. Number of tests and inspections required. 6. Time schedule or time span for tests and inspections. 7. Entity responsible for performing tests and inspections. 8. Requirements for obtaining samples. 9. Unique characteristics of each quality -control service. 12.3.6 The Contractor shall maintain a test and inspection log at the Project site, allowing access to the Contracting Officer and Project Manager during working hours. The Contractor shall prepare and submit to the Contracting Officer certified written reports that include the following: 1. Date of issue. 2. Project title and number. 3. Name, address, and telephone number of testing agency. 4. Dates and locations of samples and tests or inspections. 5. Names of individuals making tests and inspections. 6. Description of the Work and test and inspection method. 7. Identification of product and Specification Section. 8. Complete test or inspection data. 9. Test and inspection results and an interpretation of test results. 10. Record of temperature and weather conditions at time of sample taking and testing and inspecting. 11. Comments or professional opinion on whether tested or inspected Work complies with the Contract Document requirements. 12. Name and signature of laboratory inspector. 13. Recommendations on retesting and reinspecting. 12.4 Uncovering Work: 12.4.1 If any Work is covered contrary to the written request of the Contracting Officer, it must, if requested by the Contracting Officer, be uncovered for the Contracting Officer's observation and replaced at the Contractor's expense. Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-42 Bid Package Issued June 14, 2024 Page 67 of 322 12.4.2 If the Contracting Officer considers it necessary or advisable that covered Work be observed inspected or tested, the Contractor, at the Contracting Officer's request shall uncover, expose or otherwise make available for observation, inspection or testing as the Contracting Officer may require, that portion of the Work in question, furnishing all necessary labor, material and equipment. If it is found that such Work is Defective, the Contractor shall bear all direct, indirect and consequential costs of such uncovering, exposure, observation, inspection and testing and of satisfactory reconstruction, (including but not limited to fees and charges of engineers, architects, attorneys and other professionals) and the Borough shall be entitled to an appropriate decrease in the Contract Price. If, however, such Work is not found to be Defective, the Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both directly attribute to such uncovering, exposure, observation, inspection, testing and reconstruction. 12.5 Borough May Stop the Work: If the Work is Defective, or the Contractor fails to supply suitable materials or equipment, or fails to furnish or perform the Work in such a way that the completed Work will conform to the Contract Documents, the Contracting Officer may order the Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated. 12.6 Correction or Removal of Defective Work: If required by the Contracting Officer, the Contractor shall promptly, as directed, either correct all Defective Work, whether or not fabricated, installed or completed, or, if the Work has been rejected by the Contracting Officer, remove it from the site and replace it with Work which conforms to the requirements of the Contract Documents. The Contractor shall bear all direct, indirect and consequential costs of such correction removal (including but not limited to fees and charges of engineers, architects, attorneys and other professionals) made necessary thereby. 12.7 One Year Correction Period: If within one year after the date of Final Completion or such longer period of time as may be prescribed by Regulatory Requirements or by the terms of any applicable special guarantee required by the Contract Documents, any Work is found to be Defective, the Contractor shall promptly, without cost to the Borough and in accordance with the Contracting Officer's written instructions, either correct such Defective Work, or, if it has been rejected by the Contracting Officer, remove it from the site and replace it with conforming Work. If the Contractor does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, the Borough may have the Defective Work corrected or the rejected Work removed and replaced, and all direct, indirect and consequential costs of such removal and replacement (including but not limited to fees and charges of engineers, architects, attorneys and other professionals) will be paid by the Contractor. In special circumstances where a particular item of equipment is placed in continuous service for the benefit of the Borough before Final Completion of all the Work, the correction period for that item may begin on an earlier date if so provided in the Specifications or by Change Order. Provisions of this paragraph are not intended to shorten the statute of limitations for bringing an action. 12.8 Acceptance of Defective Work: Instead of requiring correction or removal and replacement of Defective Work, the Contracting Officer may accept Defective Work. The Contractor shall bear all direct, indirect and consequential costs attributable to the Contracting Officer's evaluation of and determination to accept such Defective Work Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-43 Bid Package Issued June 14, 2024 Page 68 of 322 (costs to include but not limited to fees charges of engineers, architects, attorneys, and other professionals). If any such acceptance occurs prior to final payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and the Borough shall be entitled to an appropriate decrease in the Contract Price. If the Borough has already made final payment to the Contractor, an appropriate amount shall be paid by the Contractor or its Surety to the Borough. 12.9 Borough May Correct Defective Work: If the Contractor fails within a reasonable time after written notice from the Contracting Officer to proceed to correct Defective Work or to remove and replace rejected Work as required by the Contracting Officer in accordance with paragraph 12.6, or if the Contractor fails to perform the Work in accordance with the Contract Documents, or if the Contractor fails to comply with any other provision of the Contract Documents, the Borough may, after seven days' written notice to the Contractor, correct and remedy any such deficiency. In exercising the rights and remedies under this paragraph the Borough shall proceed expeditiously. To the extent necessary to complete corrective and remedial action, the Contracting Officer may exclude the Contractor from all or part of the site, take possession of all or part of the Work, and suspend the Contractor's services related thereto, take possession of the Contractor's tools, appliances, construction equipment and machinery at the site and incorporate in the Work all materials and equipment stored at the site or approved remote storage sites or for which the Borough has paid the Contractor but which are stored elsewhere. The Contractor shall allow the Contracting Officer and his authorized representatives such access to the site as may be necessary to enable the Contracting Officer to exercise the rights and remedies under this paragraph. All direct, indirect and consequential costs of the Borough in exercising such rights and remedies will be charged against the Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and the Borough shall be entitled to an appropriate decrease in the Contract Price. Such direct, indirect and consequential costs will include but not be limited to fees and charges of engineers, architects, attorneys and other professionals, all court and arbitration costs and all costs of repair and replacement of work of others destroyed or damaged by correction, removal or replacement of the Contractor's Defective Work. The Contractor shall not be allowed an extension of the Contract Time because of any delay in performance of the Work attributable to the exercise by the Contracting Officer of the Borough's rights and remedies hereunder. ARTICLE 13 - PAYMENTS TO CONTRACTOR AND COMPLETION 13.1 Schedule of Values: The Schedule of Values established as provided in paragraph 6.6 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to the Contracting Officer. Progress payments on account of Unit Price Work will be based on the number of units completed. 13.2 Preliminary Payments: Upon approval of the Schedule of Values the Contractor may be paid for direct costs substantiated by paid invoices and other prerequisite documents required by the General Requirements. Direct costs shall include the cost of bonds, insurance, approved materials stored on the site or at approved remote storage sites, deposits required by a Supplier prior to fabricating materials, and other approved direct mobilization costs substantiated as indicated above. These payments shall be included as a part of the total Contract Price as stated in the Contract. Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-44 Bid Package Issued June 14, 2024 Page 69 of 322 13.3 Application for Progress Payment: The Contractor shall submit to the Contracting Officer (or Project Manager if designated by the Borough) at least 30 days before the date established for each progress payment (but not more than once a month) for review three signed and notarized original copies of each completed Application for Payment covering the Work completed as of the date of the Application for Payment and accompanied by such supporting documentation as is required by the Contract Documents, which shall include the quantity, location and completion date of the invoiced work. Entries shall match data on the Schedule of Values and Contractor's Construction Schedule. Updated Schedules and Change Orders issued before the last day of the construction period covered by the Application for Payment will be used. Progress payments will be made as the Work progresses on a monthly basis. 13.4 Review of Application for Progress Payment: Contracting Officer (or Project Manager) will either indicate in writing a recommendation of payment or return the Application for Payment to the Contractor indicating in writing the Contracting Officer's reasons for refusing to recommend payment. In the latter case, the Contractor may make the necessary corrections and resubmit the Application for Payment. 13.5 Stored Materials and Equipment: If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, paid invoice or other documentation warranting that the Borough has received the materials and equipment free and clear of all charges, security interests and encumbrances and evidence that the materials and equipment are covered by appropriate property insurance and other arrangements to protect the Borough's interest therein, all of which will be satisfactory to the Contracting Officer. No payment will be made for perishable materials that could be rendered useless because of long storage periods. No progress payment will be made for living plant materials until planted. 13.6 Contractor's Warranty of Title: The Contractor warrants and guarantees that title to all Work, materials and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to the Borough no later than the time of payment free and clear of any claims, liens, security interest and further obligations. 13.7 Withholding of Payments: The Borough may withhold or refuse payment for any of the reasons listed below provided it gives written notice of its intent to withhold and of the basis for withholding: 13.7.1 The Work is Defective, or completed Work has been damaged requiring correction or replacement, or has been installed without approval of Shop Drawings, or by an unapproved Subcontractor, or for unsuitable storage of materials and equipment. 13.7.2 The Contract Price has been reduced by Change Order. 13.7.3 The Borough has been required to correct Defective Work or complete Work in accordance with paragraph 12.9. Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-45 Bid Package Issued June 14, 2024 Page 70 of 322 13.7.4 The Borough's actual knowledge of the occurrence of any of the events enumerated in paragraphs 14.2.1.a through 14.2. Lk inclusive. 13.7.5 Claims have been made against the Borough or against the funds held by the Borough on account of the Contractor's actions or inactions in performing this Contract, or there are other items entitling the Borough to a set off. 13.7.6 Subsequently discovered evidence or the results of subsequent inspections or test, nullify any previous payments for reasons stated in subparagraphs 13.7.1 through 13.7.5. 13.7.7 The Contractor has failed to fulfill or is in violation of any of his obligations under any provision of this Contract. 13.8 Retainage: At any time the Borough finds that satisfactory progress is not being made it may in addition to the amount withheld under paragraph 13.7 retain a maximum amount equal to 10 percent of the total amount earned on all subsequent progress payments. This retainage may be released at such time as the Contracting Officer finds that satisfactory progress is being made. 13.9 Request for Release of Funds: If the Contractor believes the basis for withholding is invalid or no longer exists, immediate written notice of the facts and Contract provisions on which the Contractor relies, shall be given to the Borough, together with a request for release of funds and adequate documentary evidence proving that the problem has been cured. In the case of withholding which has occurred at the request of the Alaska Department of Labor and Workforce Development, the Contractor shall provide a letter from the Alaska Department of Labor and Workforce Development stating that withholding is no longer requested. Following such a submittal by the Contractor, the Borough shall have a reasonable time to investigate and verify the facts and seek additional assurances before determining whether release of withheld payments is justified. 13.10 Substantial Completion: When the Contractor considers the Work ready for its intended use the Contractor shall notify the Contracting Officer in writing that the Work or a portion of Work which has been specifically identified in the Contract Documents is substantially complete (except for items specifically listed by the Contractor as incomplete) and request that the Borough issue a certificate of Substantial Completion. Within a reasonable time thereafter, the Contracting Officer, the Contractor and appropriate Consultant(s) shall make an inspection of the Work to determine the status of completion. If the Contracting Officer does not consider the Work substantially complete, the Contracting Officer will within 14 days deliver to the Contractor a list of items to be completed or corrected. At the time of delivery of the certificate of Substantial Completion the Contracting Officer will deliver to the Contractor a written division of responsibilities pending Final Completion with respect to security, operation, safety, maintenance, heat, utilities, insurance and warranties which shall be consistent with the terms of the Contract Documents. The Borough shall be responsible for all Borough costs resulting from the initial inspection and the first re -inspection. The Contractor shall pay all costs incurred by the Borough resulting from any re - inspections, thereafter. The Borough shall have the right to take possession of and use any completed or partially completed portions of the Work, prior to the date specified for the date of Substantial Completion, and such action Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-46 Bid Package Issued June 14, 2024 Page 71 of 322 and use shall not be considered an acceptance of that Work. If such use by the Borough causes additional expense to the Contractor and/or delay in the Work, the Contractor may be entitled to additional compensation and/or an extension of time. The Borough shall be responsible for routine maintenance or damages caused by its use of such portions of the Work. 13.11 Access Following Substantial Completion: The Borough shall have the right to exclude the Contractor from the Work after the date of Substantial Completion, but the Borough shall allow Contractor reasonable access to complete or correct items on the tentative list. 13.12 Final Inspection: Upon written notice from the Contractor that the entire Work or an agreed portion thereof is complete, the Contracting Officer will make a final inspection with the Contractor and appropriate Consultants and will notify the Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or Defective. The Contractor shall immediately take such measures as are necessary to remedy such deficiencies. The Contractor shall pay for all costs incurred by the Borough resulting from re -inspections after final inspection. 13.13 Final Completion and Application for Payment: After the Contractor has completed all such corrections to the satisfaction of the Contracting Officer and delivered all training, maintenance and operating instructions, schedules, guarantees, bonds, certificates of payment to all laborers, Subcontractors and Suppliers, certificates of inspection, marked -up record documents and other documents all as required by the Contract Documents, and after the Contracting Officer has indicated in writing that the Work has met the requirements for Final Completion, and subject to the provisions of paragraph 13.17, the Contractor may make application for final payment following the procedure for progress payments. The final Application for Payment shall be accompanied by all certificates, warranties, guarantees, releases, affidavits, and other documentation required by the Contract Documents, including evidence of completion of Project closeout requirements and evidence that claims have been resolved. 13.14 Final Payment: 13.14.1 If on the basis of the Contracting Officer's observation of the Work during construction and final inspection, and the Contracting Officer's review of the final Application for Payment and accompanying documentation all as required by the Contract Documents; and the Contracting Officer is satisfied that the Work has been completed and the Contractor's other obligations under the Contract Documents have been fulfilled, the Borough will process final Application for Payment. Otherwise, the Contracting Officer will return the Application for Payment to the Contractor, indicating in writing the reasons for refusing to process final payment, in which case Contractor shall make the necessary corrections and resubmit the final Application for Payment. 13.14.2 If, through no fault of the Contractor, Final Completion of the Work is significantly delayed, the Contracting Officer shall, upon receipt of the Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by the Borough for Work not fully completed or corrected is less than the retainage provided for in paragraph 13.8, and if bonds have been furnished as required in paragraph 5.1, the written consent of the Surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by the Contractor to the Borough Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-47 Bid Package Issued June 14, 2024 Page 72 of 322 with the application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims. 13.15 Final Acceptance: Following certification of payment, of payroll and revenue taxes, and final payment to the Contractor, the Borough will issue a letter of Final Acceptance, releasing the Contractor from further obligations under the Contract, except as provided in paragraph 13.16. 13.16 Contractor's Continuing Obligation: The Contractor's obligation to perform and complete the Work and pay all laborers, Subcontractors, and materialmen in accordance with the Contract Documents shall be absolute. Neither any progress or final payment by the Borough, nor the issuance of a certificate of Substantial Completion, nor any use or occupancy of the Work or any part thereof by the Borough or Using Agency, nor any act of acceptance by the Borough nor any failure to do so, nor any review and approval of a Shop Drawing or sample submission, nor any correction of Defective Work by the Borough will constitute an acceptance of Work not in accordance with the Contract Documents or a release of the Contractor's obligation to perform the Work in accordance with the Contract Documents. 13.17 Waiver of Claims by Contractor: The making and acceptance of final payment will constitute a waiver of all claims by the Contractor against the Borough other than those previously made in writing and still unsettled. 13.18 No Waiver of Legal Rights: The Borough shall not be precluded or be estopped by any payment, measurement, estimate, or certificate made either before or after the completion and acceptance of the Work and payment therefor, from showing the true amount and character of the Work performed and materials furnished by the Contractor, nor from showing that any payment, measurement, estimate or certificate and payment in accordance therewith, from recovering from the Contractor or his Sureties, or both, such damages as it may sustain by reason of his failure to comply with requirements of the Contract Documents. Neither the acceptance by the Borough, or any representative of the Borough, nor any payment for or acceptance of the whole or any part of the Work, nor any extension of the Contract Time, nor any possession taken by the Borough, shall operate as a waiver of any portion of the Contract or of any power herein reserved, or of any right to damages. A waiver by the Borough of any breach of the Contract shall not be held to be a waiver of any other subsequent breach. ARTICLE 14 - SUSPENSION OF WORK, DEFAULT AND TERMINATION 14.1 Borough May Suspend Work: 14.1.1 The Borough may, at any time, suspend the Work or any portion thereof by notice in writing to the Contractor. If the Work is suspended without cause the Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to any suspension, if the Contractor makes an approved claim therefor as provided in Article 15. However, no adjustment shall be made under this clause for any suspension, delay, or interruption to the extent that suspension is due to the fault or negligence of the Contractor, or that suspension is necessary for Contract compliance, or that performance would have been so suspended, delayed, or interrupted by any other cause, including the fault or negligence of the Contractor. Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-48 Bid Package Issued June 14, 2024 Page 73 of 322 14.1.2 In case of suspension of Work, the Contractor shall be responsible for preventing damage to or loss of any of the Work already performed and of all materials whether stored on or off the site or approved remote storage sites. 14.2 Default of Contract: 14.2.1 If the Contractor: a. Fails to begin the Work under the Contract within the time specified in the Proposal, or b. Fails to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workmen or suitable materials or equipment or failure to adhere to the progress schedule established under paragraph 6.6 as revised from time to time), or C. Performs the Work unsuitably or neglects or refuses to remove materials or to correct Defective Work. d. Discontinues the prosecution of the Work, or e. Fails to resume Work which has been discontinued within a reasonable time after notice to do so, or f. Becomes insolvent, except that if the Contractor declares bankruptcy termination shall be in accordance with all 11 U.S.C. 362 and/or 11 U.S.C. 365. In the event the Contractor declares bankruptcy the Contractor agrees that the Contract will be assumed or rejected in a timely manner so that Contract will be completed by the date specified in the Contract. g. Allows any final judgment to stand against it unsatisfied for period of 60 days, or h. Makes an assignment for the benefit of creditors without the consent of the Contracting Officer, or i. Disregards Regulatory Requirements of any public body having jurisdiction, or j. Otherwise violates in any substantial way any provisions of the Contact Documents, or k. For any cause whatsoever, fails to carry on the Work in an acceptable manner, the Contracting Officer may give notice in writing to the Contractor and his Surety of such delay, neglect, or default. 14.2.2 If the Contractor or Surety, within the time specified in the above notice of default, shall not proceed in accordance therewith, then the Borough may, upon written notification from the Contracting Officer of the fact of such delay, neglect or default and the Contractor's failure to comply with such notice, have full power and authority without violating the Contract, to take the prosecution of the Work out of the hands of the Contractor. The Borough may terminate the services of the Contractor, exclude the Contractor from the site and take possession of the Work and of all the Contractor's tools, appliances, construction equipment and machinery at the site and use the same to the full extent they could be used by the Contractor (without liability to the Contractor for trespass or conversion), incorporate in the Work all materials and equipment stored at the site or for which the Borough has paid the Contractor but which are stored elsewhere, and finish the Work as the Borough may deem expedient. The Borough may enter into an agreement for the completion of said Contract according to the terms and provisions thereof, or use such other methods that in the opinion of the Contracting Officer are required for the completion of said Contract in an acceptable manner. 14.2.3 The Contracting Officer may, by written notice to the Contractor and its Surety or its representative, transfer the employment of the Work from the Contractor to the Surety, or if the Contractor abandons the Work undertaken under the Contract, the Contracting Officer may, at his option with written notice to the Surety and without any written notice to the Contractor, transfer the employment for said Work directly to the Surety. The Surety shall submit its plan for completion, to the Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-49 Bid Package Issued June 14, 2024 Page 74 of 322 Borough for approval prior to beginning completion of the Work. Approval of such contracts shall be in accordance with all applicable requirements and procedures for approval of subcontracts as stated in the Contract Documents. 14.2.4 Upon receipt of the notice terminating the services of the Contractor, the Surety shall enter upon the premises and take possession of all materials, tools, and appliances thereon for the purpose of completing the Work included under the Contract and employ by contract or otherwise any person or persons to finish the Work and provide the materials therefor, without termination of the continuing full force and effect of this Contract. In case of such transfer of employment to the Surety, the Surety shall be paid in its own name on estimates covering Work subsequently performed under the terms of the Contract and according to the terms thereof without any right of the Contractor to make any claim for the same or any part thereof. 14.2.5 If the Contract is terminated for default, the Contractor and the Surety shall be jointly and severally liable for damages for delay as provided by paragraph 11.8, and for the excess cost of completion, and all costs and expenses incurred by the Borough in completing the Work or arranging for completion of the Work, including but not limited to costs of assessing the Work to be done, costs associated with advertising, soliciting or negotiating for bids or proposals for completion, and other reprocurement costs. Following termination the Contractor shall not be entitled to receive any further balance of the amount to be paid under the Contract until the Work is fully finished and accepted, at which time if the unpaid balance exceeds the amount due the Borough and any amounts due to persons for whose benefit the Borough has withheld funds, such excess shall be paid by the Borough to the Contractor. If the damages, costs, and expenses due the Borough exceed the unpaid balance, the Contractor and its Surety shall pay the difference. 14.2.6 If after notice of termination of the Contractor's right to proceed under the provisions of this clause, it is determined for any reason that the Contractor was not in default under the provisions of this clause, or that the delay was excusable under the provisions of this clause, or that termination was wrongful, the rights and obligations of the parties shall be determined in accordance with the clause providing for convenience termination. 14.3 Rights or Remedies: Where the Contractor's services have been so terminated by the Borough, the termination will not affect any rights or remedies of the Borough against the Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due the Contractor by the Borough will not release the Contractor from liability. 14.4 Convenience Termination: 14.4.1 The performance of the Work may be terminated by the Borough in accordance with this section in whole or in part whenever for any reason the Contracting Officer shall determine that such termination is in the best interest of the Borough. Any such termination shall be effected by delivery to the Contractor of a "Notice of Termination," specifying termination is for the convenience of the Borough the extent to which performance of Work is terminated, and the date upon which such termination becomes effective. Immediately upon receipt of a "Notice of Termination" and except as otherwise directed by the Contracting Officer, the Contractor shall: a. Stop Work on the date and to the extent specified in the "Notice of Termination.;" Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-50 Bid Package Issued June 14, 2024 Page 75 of 322 b. Place no further orders or subcontracts for materials, services, or facilities except as may be necessary for completion of such portion of the Work as is not terminated; C. Terminate all orders and subcontracts to the extent that they relate to the performance of Work terminated by the "Notice of Termination;" d. With the written approval of the Contracting Officer, to the extent he may require, settle all outstanding liabilities and all claims arising out of such termination of orders and subcontracts, the costs which would be reimbursed, in whole, or in part in accordance with the provisions of the Contract; e. Submit to the Contracting Officer a list, certified as to quantity and quality, of any or all items of termination inventory exclusive of items the disposition of which had been directed or authorized by the Contracting Officer; f. Transfer to the Contracting Officer the completed or partially completed record drawings, Shop Drawings, information, and other property which, if the Contract had been completed, would be required to be furnished to the Borough; and g. Take such action as may be necessary, or as the Contracting Officer may direct, for the protection and preservation of the property related to the Contract which is in the possession of the Contractor and in which the Borough has or may acquire any interest. The Contractor shall proceed immediately with the performance of the above obligations. 14.4.2 When the Borough orders termination of the Work effective on a certain date, all Work in place as of that date will be paid for in accordance with Article 13 of the Contract Materials required for completion and on hand but not incorporated in the Work will be paid for at invoice cost plus 15 percent with materials becoming the property of the Borough - or the Contractor may retain title to the materials and be paid an agreed upon lump sum not defined, on order shall be canceled, and the Borough shall pay reasonable factory cancellation charges with the option of taking delivery of the materials in lieu of payment of cancellation charges. The Contractor shall be paid 10 percent of the cost, freight not included, of materials canceled, and direct expenses only for Contractor chartered freight transport which cannot be canceled without charges, to the extent that the Contractor can establish them. The extra costs due to cancellation of bonds and insurances and that part of job start-up and phase-out costs not amortized by the amount of Work accomplished shall be paid by the Borough. Charges for loss of profit or consequential damages shall not be recoverable except as provided above. 14.4.3 The termination claim shall be submitted promptly, but in no event later than 90 days from the effective date of termination, unless one or more extensions in writing are granted by the Contracting Officer upon request of the Contractor made in writing within the 90 day period. Upon failure of the Contractor to submit its termination claim within the time allowed, the Contracting Officer may determine, on the basis of information available to him, the amount, if any, due to the Contractor by reason of the termination and shall thereupon pay to the Contractor by reason of the termination and shall pay to the Contractor the amount determined as follows: a. All costs and expenses reimbursable in accordance with the Contract not previously paid to the Contractor for the performance of the Work prior to the effective date of the "Notice of Termination;" b. So far as not included under "a" above, the cost of settling and paying claims arising out of the termination of the Work under subcontracts or orders which are properly chargeable to the terminated portions of the Contract; C. The reasonable costs of settlement with respect to the terminated portion of the Contract heretofore, to the extent that these costs have not been covered under the payment provisions of the Contract. Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-51 Bid Package Issued June 14, 2024 Page 76 of 322 14.4.5 The Contractor shall have the right of appeal under the Borough's claim procedures, as defined in Article 15, for any determinations made by the Contracting Officer, except if the Contractor has failed to submit his claim within the time provided and has failed to request extension of such time, Contractor shall have no such right of appeal. In arriving at the amount due the Contractor under this section, there shall be deducted: 1. All previous payments made to the Contractor for the performance of Work under the Contract prior to termination; 2. Any claim for which the Borough may have against the Contractor; 3. The agreed price for, or the proceeds of sale of, any materials, supplies, or other things acquired by the Contractor or sold pursuant to the provisions of this section and not otherwise recovered by or credited to the Borough; and 4. All progress payments made to the Contractor under the provisions of this section. 14.4.6 Where the Work has been terminated by the Borough said termination shall not affect or terminate any of the rights of the Borough against the Contractor or his Surety then existing or which may thereafter accrue because of such default. Any retention or payment of monies by the Borough due to the Contractor under the terms of the Contract shall not release the Contractor or his Surety from liability. Unless otherwise provided for in the Contract Documents, or by applicable statute, the Contractor, from the effective date or termination and for a period of three years after final settlement under this Contract, shall preserve and make available to the Borough at all reasonable times at the office of the Contractor, all its books, records, documents, and other evidence bearing on the cost and expenses of the Contractor under his Contract and relating to the Work terminated hereunder. 15.1 Notification: In addition to the notice requirements set out elsewhere in this Contract, if the Contractor becomes aware of any act or occurrence which may form the basis of a claim by the Contractor for additional compensation or an extension of time for performance, or if any dispute arises regarding a question of fact or interpretation of the Contract, the Contractor shall immediately inform the Project Manager and Contracting Officer. If the matter cannot be resolved by agreement within seven days, the Contractor shall, within the next 14 days, submit an "Intent to Claim" in writing to the Project Manager and Contracting Officer. The claim, if not resolved, shall be presented to the Contracting Officer, in writing, within 60 days following receipt of the "Intent to Claim." Receipt of the claim will be acknowledged in writing by the Contracting Officer. The Contractor agrees that unless these written notices are provided, the Contractor will have no entitlement to additional time or compensation for such act, event or condition. The Contractor shall in any case continue diligent performance of the Contract. 15.2 Presenting Claim: The claim shall specifically include the following: 15.2.1 The act, event or condition giving rise to the claim. 15.2.2 The Contract provisions which apply to the claim and under which relief is provided. 15.2.3 The item or items of Contract Work affected and how they are affected. Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-52 Bid Package Issued June 14, 2024 Page 77 of 322 15.2.4 The specific relief requested, including contract time if applicable, and the basis upon which it was calculated. 15.3 Claim Validity, Additional Information, and Contracting Officer's Actions: The claim, in order to be valid, must not only show that the Contractor suffered damages or delay but that those conditions were actually a result of the act, event or condition complained of and that the Contract provides entitlement to relief to the Contractor for such act, event, or condition. The Contracting Officer reserves the right to make written request to the Contractor at any time for additional information which the Contractor may possess relative to the claim. The Contractor agrees to provide the Contracting Officer such additional information within 30 days of receipt of such a request. Failure to furnish such additional information may be regarded as a waiver of the claim. The claim, if not resolved by agreement within 90 days of its receipt, Contractor may submit a "Notice of Appeal" pursuant to Section 15.4. 15.4 Notice of Appeal: Within 30 days of receipt of the decision the Contractor may deliver a "Notice of Appeal" to the Borough Manager. The notice shall include specific exceptions to the Contracting Officer's decision, including specific provisions of the Contract, which the Contractor intends to rely upon in the appeal General assertions that the Contracting Officer's decision is contrary to law or to fact are not sufficient. 15.5 Borough Manager's Decision: The decision of the Borough Manager will be rendered within 120 days of "Notice of Appeal." This decision constitutes the exhaustion of contractual and administrative remedies. The time limits given above may only be extended by mutual consent. The decision of the Borough Manager shall be final and conclusive unless the Contractor commences action in the Alaska court system, Third Judicial District in Anchorage, Alaska, within 120 days from receipt thereof. END OF SECTION 00710 Sargent Creek Playground Equipment GENERAL CONDITIONS Installation 00710-53 Bid Package Issued June 14, 2024 Page 78 of 322 10 D[al I [1N[III31QC SUPPLEMENTARY CONDITIONS INTENT 1.1 These Supplementary Conditions amend and supplement the General Conditions defined in Document 00710 and other provisions of the Contract Documents as indicated below. All provisions which are not so amended or supplemented remain in full force and effect. 1.2 The terms used in these Supplementary Conditions which are defined in the General Conditions have the meanings assigned to them in the General Conditions. 2.2 ARTICLE 5 — BONDS, INSURANCE AND INDEMNIFICATION A. Add the following subparagraph: 1. 5.2.1: The bond value requirements are as follows: a. Provide a 100 percent Performance Bond. b. Provide a 100 percent Payment Bond. c. Deliver bonds within 3 days after execution of the Contract. 2.3 ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES A. Amend Section 6.1: Add the following subparagraph: 1. 6.1.1: The Contractor shall provide a copy of construction progress reports to the Owner on a daily basis. C. Add Section 6.17.4: 1. When use or storage of explosives, or other hazardous materials, substances or equipment, or unusual methods are necessary for execution of the Work, the Contractor shall give the Owner reasonable advance notice. D. Add Section 6.20.1: 1. The Owner's review of Contractor's submittals will be limited to examination of an initial submittal and one (1) resubmittal. The Owner shall be entitled to deduct from the Contract Sum the cost for Owner's review of additional submittals. 2.4 ARTICLE 7 - LAWS AND REGULATIONS: A. Paragraph 7.12.1: 1. The Alaska Products Preference will not be applied to this project. B. Add the following subparagraphs to Section 7.14.2: 1. 7.14.2.e: The Contractor shall pay prevailing laborers' and mechanics' rates of pay and other requirements as required and defined in the State of Alaska Statutes Title 36. Public Contracts Sargent Creek Playground Equipment SUPPLEMENTARY CONDITIONS Installation 00800-1 Bid Package Issued June 14, 2024 Page 79 of 322 AS 36.05 and AS36.10. All Contractors and Subcontractors will abide by the latest determination of the minimum wage rates as scheduled and published for this region by U.S. Department of Labor and the Alaska Department of Labor and will abide by all amendments, decisions and related regulations of these agencies. In the case of conflict between the two agencies with respect to hourly wage rates for any labor category, the higher published rate shall prevail. In accordance with provisions of AS 36.05.070 these minimum rates of pay shall be prominently posted at job site by Contractor. g. All Contractors and Subcontractors will abide by all applicable labor -standards provisions of the U.S. Department of Labor and the Alaska Department of Labor and other Federal and State agencies having jurisdiction over this project with respect to requirements concerning maximum hours of work, minimum rates of pay, overtime compensation, categories and classifications of employees, methods and timeliness (not less than once a week) of payment of ways, the preparation and preservation of weekly payroll records, and all other pertinent requirements. h. The Contractor shall comply with all applicable requirements of Title 36, Chapter 10 of the Alaska Statutes that have not been found unconstitutional by a court of competent jurisdiction. i. Contractor shall comply with all applicable reporting requirements of the Alaska Department of Licensing and Department of Labor. C. Add the Section 7.19 Equal Employment Opportunity: 1. The Contractor will not discriminate against any employee, or any applicant for employment, for unlawful reasons. 2. The Contractor will make all necessary efforts to insure, with respect to both his organization and his subcontractors, that the non-discrimination provisions of Paragraph SC2a shall be included in, but not limited to, the following actions: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination; rate of pay or other forms of compensation; and selection for training, including apprenticeship. 3. The Contractor shall furnish all information and reports which may be or become required by Federal or State agencies and will permit access to his books, records, and accounts by such agencies for purposes of investigation to ascertain compliance with applicable rules, regulations and orders. 2.5 ARTICLE 10 — CONTRACT PRICE: COMPUTATION AND CHANGE A. Delete Section 10.6.2 and replace with the following: When the value of change order work is determined by the lump sum method or by the time and materials method, the following definitions and percentages shall apply. Direct costs are defined as the net cost to Contractor to accomplish a given change. Costs of bonds and insurance associated with the change shall be applied after addition of indirect costs. Indirect costs are defined as general operational charges related to the accomplishment of a given change, including but not limited to small tools, incidental job burdens and general office expense. B. Overhead and Profit Allowances for all indirect costs shall be identified as combined overhead and profit and shall not exceed the percentages in the following schedule: Sargent Creek Playground Equipment SUPPLEMENTARY CONDITIONS Installation 00800-2 Bid Package Issued June 14, 2024 Page 80 of 322 C. Additive work: 1. Prime Contractor: a. 15% of the direct costs of own work. b. 8% of the direct costs of work performed by subcontractors not including subcontractor's overhead and profit. c. 8% of the direct costs of equipment that requires furnishing and delivery only. 2. Subcontractor: a. 15% of the direct costs of own work. b. 8% of the direct costs of work performed by subcontractors not including subcontractor's overhead and profit. c. 8% of the direct costs of equipment that requires furnishing and delivery only. D. Deductive work: 1. Prime Contractor: 4% of the direct cost of own deleted work. E. No fee shall be payable on the basis of costs itemized under paragraph 10.5. F. When both additions and credits are involved in any one change, the adjustment in Contractor's fee shall be computed on the basis of the net change in accordance with paragraphs C through D, inclusive. G. Cost Breakdowns: for each response to Request for Proposal contractor shall provide the following information for Prime Contractor and all subcontractors: a. Number of man hours and cost per hour. b. Number of equipment hours and cost per hour. c. Materials quantity and unit prices. 2.6 ARTICLE 11— CONTRACT TIME: COMPUTATION AND CHANGE A. Amend the following subparagraphs: 1. 11.1: Contract Time is identified in 00100 - Invitation to Bid. 2. 11.8: This project occurs at important public facilities. Thus, any extension of the completion date of the project will have far reaching consequences. For this reason, the Owner and the Contractor will and do agree by contract to measure damages for delayed construction by a liquidated fixed sum calculated as set forth below. If the Contractor fails to complete the work within the time specified in the contract, or any extension, the Owner shall collect from the Contractor, liquidated damages in the sum of $100 per day until substantial completion is attained. If the Owner terminates the Contactor's right to proceed, the resulting damage will consist of liquidated damages until such reasonable time as may be required for substantial completion of the work, together with any increased costs occasioned by the Owner in completing the work. If the Owner does not terminate the Contractor's right to proceed, the resulting damage will consist of liquidated damages until the work is substantially complete or accepted. Sargent Creek Playground Equipment SUPPLEMENTARY CONDITIONS Installation 00800-3 Bid Package Issued June 14, 2024 Page 81 of 322 ADDITIONAL ARTICLE 1 - DEFINITIONS A. Products: Means new material, machinery, components, equipment, fixtures, and systems forming the Work, but does not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work. Products may also include existing materials or components required for reuse. B. Furnish or Supply: To supply and deliver, unload, inspect for damage. C. Install: To unpack, assemble, erect, apply, place, finish, cure, protect, clean, and ready for use. D. Provide: To furnish or supply, plus install. E. Project Manual: The Project Manual is the volume usually assembled for the Work which includes the Bid Documents, Contract Documents, and Specifications. END OF SECTION 00800 Sargent Creek Playground Equipment SUPPLEMENTARY CONDITIONS Installation 00800-4 Bid Package Issued June 14, 2024 Page 82 of 322 SECTION 00900 CLOSEOUT DOCUMENTS The following forms (attached) must be fully executed and submitted to the Owner prior to final approval and final payment: Notice of Completion of Public Works Kodiak Island Borough Release of Contract Alaska Department of Revenue, Tax Clearance Request Form Alaska Department of Labor and Workforce Development, Tax Clearance Request Form AIA G706A Release of Liens Sargent Creek Playground Equipment CLOSEOUT DOCUMENTS 00900-1 Installation Department of Labor and Workforce Development Labor Standards and Safety Division Wage and Hour Administration www.labor.state.ak.us/Iss/home.htm OR' r17,�, Bid P une 14 R • This form must be typed or printed in ink. • Fill in all blanks or form will be returned for correction (see back). P Please allow a minimum of 30 working days for processing. ****ENTER YOUR FAX # or E -Mail Address:**** AND LIST YOUR MAILING ADDRESS BELOW Contractor, company or agency name, address, city, state & ZIP + 4 2024 Page 83 of 322 NOTICE OF COMPLETION OF PUBLIC WORKS Additional Filing Fee May Be Required Project Name: Name of contractor who performed this work Contract awarding agency: Address: City: State: Zip: Awarding agency contact person: Phone # Location: Agency Contract #: DOLWD Project #: Project Completion Date: **(MM/DD/YY)** CERTIFICATION: I hereby certify that the above information is correct. Enclosed is the additional filing fee computed at 1% of the total amount of all new contracts on this project, including the contract price of new work performed by the primary contractor not previously reported on the Notice of Work, up to a maximum of $5,000. I also certify that all contractors who worked on this project complied with prevailing wage requirements as described in AS 36.05.010-.110 and AS 36.10.007-.990. Final Contract Amount: $ IF YOU HAVE ALREADY PAID $5,000 IN FEES FOR THIS PROJECT, OR IF YOU PREVIOUSLY PAID ALL FEES DUE AND DID NOT HAVE ANY INCREASES IN CONTRACT AMOUNTS ENTER "NONE" AND, SHIP TO CERTIFICATION. OTHERWISE, DESCRIBE ADDITIONAL WORK. Description of additional contract/subcontract work performed Name of contractor who performed this work Amount of subcontract CERTIFICATION: I hereby certify that the above information is correct. Enclosed is the additional filing fee computed at 1% of the total amount of all new contracts on this project, including the contract price of new work performed by the primary contractor not previously reported on the Notice of Work, up to a maximum of $5,000. I also certify that all contractors who worked on this project complied with prevailing wage requirements as described in AS 36.05.010-.110 and AS 36.10.007-.990. Total value of subcontracts $ Additional value of work performed by + primary contractor $ Amount subject to fee $ Multiply by .Ol Supplemental fee enclosed = ROUND FEES TO NEAREST DOLLAR $ For Dept. Use Only Amount: Check Number: Cash Received By: Date: Credit Card Confirmation Visa -MC Project Name DOLWD Project # Signature: Title: Date: E -Mail Address' Fax #: Phone #: For Dept. Use Only T-36 Clearance Approved By Department of Labor and Workforce Development Date: Sargent Creek Playground Equipment Installation CLOSEOUT DOCUMENTS 00900-2 Bid Package Issued June 14, 2024 Page 84 of 322 How to expedite the processing of your Notice of Completion form: ERRORS THAT CAUSE REJECTION FEES - No fee included or incorrect amount. If total contract amount is less than $25,000 a filing fee is not required. Contract amounts paid to owner/operators (sole proprietor/partnership) with no employees on the project are exempt from the fee. The maximum total filing fee for any one project is $5,000.00. PRIME CONTRACTOR - Additional value of work performed by primary contractor. SUBCONTRACTORS - The name of each NEW subcontractor and the amount of the contract OR the name of existing subcontractors and the amount of any NEW work not previously reported on the Notice of Work. SIGNATURE - Notice of Completion of Public Works must be signed by an authorized representative. FILING INSTRUCTIONS Additional fees are required for any increase in contract value, unless the maximum fee ($5,000) has been paid. If the contract amount decreased, you may request a refund on this form. If there is not enough space to list all required information on one form, use additional sheets. Please indicate at the top of each sheet "Page 1 of 2", "Page 2 of 2", etc. No other attachments will be accepted. For questions call the nearest WH office: Juneau: Anchorage: Fairbanks: (907) 465-4842 (907) 269-4900 (907) 451-2886 For more forms, refer to: www.labor.state.ak.us/lss/Issfonns.htm Submit the notice and the appropriate filing fee payable to: Alaska Department of Labor and Workforce Development Wage and Hour Administration 3301 Eagle Street, Ste. 301 Anchorage, AK 99503-4149 If a fee is not required or if the fee is paid with a credit card, you may fax the notice to (907) 269-4915. For security purposes, fax the credit card number and expiration date on a separate sheet. You may either fax "OR" mail the original form. Please do not do both. Sargent Creek Playground Equipment CLOSEOUT DOCUMENTS Installation 00900-3 Bid Package Issued June 14, 2024 Page 85 of 322 Alaska Department of Revenue TAX CLEARANCE REQUEST FORM Construction Contractors Alaska Administrative Manual Section 35.150 requires that disbursement for final payment on a construction contract be accompanied by a memorandum from Department of Revenue advising the agency making the payment that all taxes haves been paid. A signed release by the contractor is required by Department of Revenue to conform with laws pertaining to disclosure of tax returns and reports under AS 43.05.230. Applicant's Name: EIN/SSN: Mailing Address: City/State/Zip Code: I hereby authorize the Alaska Department of Revenue to release information stating whether or not the above named applicant is current on all taxes, penalties and interest due and is in good standing with the Alaska Department of Revenue. I authorize the Department of Revenue to release this information to: (Name of Department or Agency) (Agency fax or email address) Signed: Printed Name: Title*: *If tax clearance is being requested on behalf of a corporation/LLC/partnership, must be signed by an officer/member/partner. Send completed form by facsimile to the Department of Revenue at (907)465-2375 DEPARTMENT USE ONLY O The above applicant is current on all taxes, penalties and interest due and is in good standing with the Alaska Department of Revenue. O The above applicant is not current on all taxes, penalties and interest due and is not in good standing with the Alaska Department of Revenue. Department of Revenue Representative Date 00900-4 4 Installation v Bid Package Issued June 14, 2024 Paa 86 of 322 THE STATE Department of Labor and Workforce Development °fALASKA Employment Security Division Employment Security Tax Date of Request: GOVERNOR SEAN PARNELL 1 1 1 1 W. 8th St. Rm 205 P.O. Box 115509 Juneau, AK 99811-5509 Relay Alaska (in state): 800.770.8973 or 7. 1.1 Relay Alaska (out of state): 800.770.8255 Toll free: 888.448.3527 Phone: 907.465.2757 Fax: 907.465.2374 Tax Clearance Request Form for Contractors Business name of the contractor a Tax Clearance is being requested for: Business Business Contact Phone No.: Federal Identification Number: Alaska Employer Account Number: Specific time period a tax clearance is being requested for (i.e. beginning and ending date of a subcontractagreement): Subcontract Project Name: Name and address of the person this Tax Clearance is to be returned to: Comments or additional For Agency Use Only ❑ Tax Clearance is granted ❑ Tax Clearance is not granted (please have employer contact the department) No account on file, liability unknown (please have employer contact the department) Employer has stated no employees, Tax Clearance not required. Agency Representative Signa Agency Representative Title: Sargent Creek Playground Equipment Installation CLOSEOUT DOCUMENTS 00900-5 Bid Package Issued June 14, 2024 Page 87 of 322 y)k#�% 1ADocument G706AT"' -1994 Contractor's Affidavit of Release of Liens PROJECT: (Name and address) ARCHITECT'S PROJECT OWNER: U NUMBER: ARCHITECT:O CONTRACT FOR: General CONTRACTOR: O Construction SURETY: O TO OWNER: (Nameandaddress) CONTRACT DATED: OTHER: O STATE OF: COUNTY OF: The undersigned hereby certifies that to the best of the undersigned's knowledge , information and belief, except as listed below, the Releases or Waivers of Lien attached hereto include the Contractor, all Subcontractors, all suppliers of materials and equipment, and all performers of Work, labor or services who have or may have liens or encumbrances or the right to assert liens or encumbrances against any property of the Owner arising in any manner out of the performance of the Contract referenced above. EXCEPTIONS: SUPPORTING DOCUMENTS ATTACHED HERETO: 1. Contractor's Release or Waiver of Liens, conditional upon receipt of final payment. 2. Separate Releases or Waivers of Liens from Subcontractors and material and equipment suppliers, to the extent required by the Owner, accompanied by a list thereof CONTRACTOR: (Name and address) BY: (Signature of authorized representative) (Printed name and title) Subscribed and sworn to before me on this date: Notary Public: My Commission Expires: AIA Document G706A TM -1994. Copyright© 1982 and 1994 by The American Institute of Architects. All rights reserved. WARNING: This AIAO Document is of it, may 1 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 Sargent Creek Playground Equipment CLOSEOUT DOCUMENTS Installation 00900-6 Bid Package Issued June 14, 2024 Page 88 of 322 KODIAK ISLAND BOROUGH RELEASE FROM CONTRACT Whereas, by the terms of contract dated , entered into by the Kodiak Island Borough (hereinafter referred to as the Contracting Agency), and (hereinafter referred to as the Contractor), in the amount Dollars and Cents ($ ) including any/or all executed Change Orders for the construction of project at Kodiak, Alaska, IT IS PROVIDED THAT: Upon Completion of all work required hereunder, the amount due the Contractor under this Contract shall be paid upon the presentation of a properly executed and duly certified voucher therefore, after the Contractor shall have furnished the Contracting Officer with a release of all claims against the Contracting Agency arising under and by virtue of this Contract other than such claims, if any, as may be specifically excepted by the Contractor from the operation of the release in stated amounts to be set therein. NOW THEREFORE, in consideration of the payment by the Contracting Agency to the Contractor of the balance due under the Contract to wit the sum of Dollars and Cents ($ ), the Contractor hereby remises, releases, and forever discharges the Contracting Agency, its architects, engineers, agents, employees, and independent contractors of and from all manner of debts, dues, and sum or sums or money, accounts, claims, and demands whatsoever, in law and in equity, under or by virtue of said contract, and warrants good title to all material, suppliers, and equipment installed or incorporated in the project and all work delivered to the premises, together with all improvements and appurtenances constructed thereon, to the Contracting Agency free of any claims, liens or that neither it nor any person, firm, or corporation furnishing material or labor for any work covered by this Contract has any right to a lien upon the premises nor any improvement thereon, except: The Contractor further certifies that all Federal, State and Local taxes incurred in the performance of this contract, including but not limited to withholding and employment security taxes, have been paid. IN WITNESS THEREOF, the hand and seal of the Contractor have been hereunto set this day of , 2024. WITNESS: BY: (Signature of Witness) (Signature of Contractor) (Name of Witness) (Name of Contractor) END OF SECTION 00900 Sargent Creek Playground Equipment CLOSEOUT DOCUMENTS Installation 00900-7 Bid Package Issued June 14, 2024 Page 89 of 322 SECTION 01100 f11"UV lU /:1:7.4 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. IW► RY1lLTA luI F." 17.1 A. Section Includes: 1. Project Information 2. Work Covered by Contract Documents 3. Work Under Other Contracts 4. Owner Furnished Products 5. Work Restrictions 1.3 PROJECT INFORMATION A. Project Identification: Sargent Creek Playground Equipment Installation 1. Project Location: Sargent Creek Park, 538 Sargent Creek Road, Kodiak, AK 99615 B. Owner: Kodiak Island Borough, 710 Mill Bay Road, Kodiak Alaska 99615. 1. Owner's Representatives: David Conrad, Patricia Valerio 1.4 WORK COVERED BY CONTRACT DOCUMENTS A. The Work of Project is defined by the Contract Documents and consists of the following: Remove existing equipment and install new playground equipment at the project location, Sargent Creek Park. New playground equipment is provided by the Kodiak Island Borough. Install Owner supplied surfacing materials, chips. B. Type of Contract: 1. Project will be constructed under a single prime contract. Sargent Creek Playground Equipment SUMMARY Installation 01100-1 Bid Package Issued June 14, 2024 Page 90 of 322 1.5 WORK UNDER OTHER CONTRACTS General: Cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract. Coordinate the Work of this Contract with work performed under separate contracts. 1.6 OWNER FURNISHED PRODUCTS A. Owner will provide the new playground equipment to be installed by Contractor. 1. Shipment of new playground equipment is scheduled to be delivered to the playground site at 538 Sargent Creek Road, Kodiak, AK 99615. B. Surfacing Materials: chips 1. Located at the Landfill, to be trucked to Sargent Creek Park by Contractor. 2. Loader at Landfill will be used by Landfill staff to fill Contractor vehicles to transport surfacing materials. C. Storage of Materials 1. On-site locked storage container (Connex) and laydown area for materials can be coordinated with the Women's Bay Fire Department Staff. 1.7 WORK RESTRICTIONS A. On -Site Work Hours: Work may be generally performed within ordinance limitations of the Kodiak Island Borough. 1. Weekend Hours: Same as weekdays. 2. Early Morning Hours or noisy activity: Observe Kodiak Island Borough noise regulations. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01100 Sargent Creek Playground Equipment SUMMARY Installation 01100-2 PART 1 - GENERAL 1.1 1.2 Bid Package Issued June 14, 2024 SECTION 02880 PLAYGROUND EQUIPMENT RELATED DOCUMENTS Page 91 of 322 A. Installation instructions from the equipment manufacturer. B. Drawings and general provisions of the contract, including General and Supplementary Conditions and Division 1 specification sections, apply to this Section. 631)LTA iLTJ r_Iw A. This Section includes the following: 1. Play Structures 2. Anchors, Fasteners, and Hardware 3. Surfacing Materials 4. Removal of Existing Playground Equipment 5. Examination Pre -installation 6. Installation of Playground Equipment. 7. Inspections PART2-PRODUCTS 2.1 PLAY STRUCTURES A. Delivery of purchased equipment will be made to the project/park location: 538 Sargent Creek Road, Kodiak, AK 99615 B. Owner will ensure delivery and conduct an inventory audit prior to the Contractor arriving on site. C. Contractor will be responsible for maintaining all play structure materials quality and safety for the duration of the project. D. The following playground equipment will be furnished by the Owner and installed by the Contractor. 1. Manufacturer: Game Time, a Play Core Company, 1-800-235-2440 Item Qty Description 80000 3 49" Sq Punch Steel Deck 80001 1 49" Tri Punched Steel Deck 81656 1 1 -Level Chin Bar 81680 1 Single Seat 81691 1 Single Steering Wheel 81695 1 Train Whistle 90023 1 3'-0" Transfer System w/Barrier 90031 1 5' Transfer Platform w/Barrier 90105 1 3'-6"/4' Schooner Climber Sargent Creek Playground Equipment PLAYGROUND EQUIPMENT 02880-3 Installation Bid Package Issued June 14, 2024 90245 1 5' & 5'-6" Chain Link Climber 90268 3 10' Upright, Alum 90269 5 11' Upright, Alum 90270 2 12' Upright, Alum 90272 4 14' Upright, Alum 90366 1 Sloped Funnel Climber w/Barrier 90368 1 4'/5' Coaster 90455 1 8' Ss Straight Chuter 90458 1 5'Ss Double Chuter 90575 1 Scramble Up (6'-6" to 8'-0") 90598 1 Hour Glass Climber 90750 1 Butterfly Climber 91010 1 Archway w/ Socket (3D) 91103 1 7'/8' Double Bubble Climber 91137 5 Entryway — 31) 91139 2 Entryway — Barrier G90265 1 7' Upright, Galv G90269 1 11' Upright, Galv 5960SP 1 VistaTree Top 3 657 1 Eagle's Perch 2.2 ANCHORS, FASTENERS, AND HARDWARE Page 92 of 322 A. Contractor shall furnish all necessary anchors, fasteners and hardware that are not included with the playground equipment. 1. Manufacturer's standard, galvanized or aluminum materials; commercial quality; concealed, recessed, and capped or plugged. Provide as required for playground equipment assembly, mounting, and secure attachment. 2.3 SURFACING MATERIALS A. Owner will supply desired surfacing materials, chips. B. Contractor will be responsible for transporting from the storage area to the playground location. C. Contractor will also be required to distribute surfacing material onto the playground after installation of play structures is complete. PART 3 - EXECUTION 3.1 REMOVE EXISTING PLAYGROUND STRUCTURES A. Contractor will remove and dispose of all designated pieces of equipment, anchors, concrete, borders, and surfacing materials intended to be replaced. 3.2 EXAMINATION PRE -INSTALLATION A. Contractor will examine areas and conditions for compliance with requirements for correct and level finished grade, mounting surfaces, installation tolerances, and other conditions affecting performance. Sargent Creek Playground Equipment PLAYGROUND EQUIPMENT 02880-4 Installation 3.3 3.4 Bid Package Issued June 14, 2024 Page 93 of 322 B. Proceed with installation only after unsatisfactory conditions have been corrected. INSTALLATION, GENERAL A. Comply with manufacturer's written installation instructions, the attached drawings, and site plan [Attachment A]. Complete field assembly of playground equipment, where required. B. Complete installation of playground equipment. Install playground equipment level, plumb, true, and securely anchored at locations indicated manufacturer's installation instructions allowing for required use zones per ASTM F1487-21 [Attachment B]. C. After completing playground equipment installation, inspect components. Remove spots, dirt, and debris. Repair damaged finishes to match original finish or replace component. D. Complete installation of surfacing materials. Surfacing materials are stored at the Kodiak Island Borough Landfill; Landfill Staff will assist in loading the Contractor vehicles with materials. Contractor will transport the material from the Landfill to Sargent Creek Park location. Contractor will deposit and distribute surfacing materials to the required depth per ASTM F2223 -19a [Attachment C]. INSPECTIONS A. Owner will acquire a complete parts list/inventory, inspection, and acceptance of all items delivered to the playground site. B. Owner will provide certified playground inspector will be required to inspect: 1. After pre -installation site work (anchors and placement), 2. During the installation prior to final tightening of fasteners, 3. After final installation, cleaning, and punch list items are complete, 4. After installation of surfacing material. After each inspection the Certified Playground Inspector will provide, if necessary, a punch list of items that needs to be corrected, changed, or adjusted. The Contractor will need to take necessary action to remedy any and all punch list items before continuing work. C. After the final inspection by the certified playground inspector, and any/all corrections are completed, the Owner will do a final walk around with the certified playground inspector and provide a final punch list of items to be corrected. If a final punch list is not needed, the Owner and certified playground inspector will provide a written acceptance of the installation work for the project file with documented conditions. END OF SECTION 02880 Sargent Creek Playground Equipment PLAYGROUND EQUIPMENT 02880-5 Installation Bid Package Issued June 14, 2024 Page 94 of 322 •. U vW► W., I Manufacturer's written installation instruction, Drawings, and Site -Plan. Pages 94-226 Sargent Creek Playground Equipment ATTACHMENT A Installation LA: -CORE ca..,n.-n, Concrete Requirements Page 95 of 322 05/28/2024 Quote #111639-01-01 Qty_ Part No Description Per Unit Extended 1 5960SP VistaTree Top 3 0.00 0.00 1 657 Eagle's Perch Climber 0.60 0.60 3 80000 Square Deck - 49" 0.00 0.00 1 80001 Punched Steel Deck 0.00 0.00 1 81656 Chin -Up Bar 0.00 0.00 1 81680 Single Seat 0.00 0.00 1 81691 Steering Wheel 0.00 0.00 1 81695 Train Whistle 0.00 0.00 1 90023 Transfer System with Barrier 0.00 0.00 1 90031 Transfer Platform with Barrier 0.22 0.22 1 90105 Schooner Climber 0.12 0.12 1 90245 Chain Link Climber 0.60 0.60 3 90268 Upright 0.10 0.30 5 90269 Upright 0.10 0.50 2 90270 Upright 0.10 0.20 4 90272 Upright 0.10 0.40 1 90366 Sloped Funnel Climber w/Barrier 0.00 0.00 1 90368 Coaster 0.00 0.00 1 90455 Stainless Steel Straight Chuter 0.12 0.12 1 90458 Double Chuter (Stainless Steel) 0.18 0.18 1 90575 Scramble Up Climber - 6-6" to 8'-0" 0.00 0.00 1 90598 Hour Glass Climber 0.12 0.12 1 90750 Butterfly Climber 0.10 0.10 1 91010 Archway w/ Socket (3D) 0.00 0.00 1 91103 Double Bubble Climber 0.12 0.12 5 91137 Entryway - 3D 0.00 0.00 2 91139 Entryway - Barrier 0.00 0.00 1 G90265 7' Upright, Galy 0.10 0.10 1 G90269 11' Upright, Galy 0.10 0.10 Total: 3.78 Cubic Y ards Please note that concrete volume is the minimum amount based on average soil conditions. Check local soil conditions and building codes. Sargent Creek Playground gametime.com X11.800.235.2440 Attachment A Installation Page 1 of 131 Sargent Creek Playgrc Installation Page 96 of 322 Attachment A Page 2 of 131 Bid Package Issued June 14, 2024 Page 97 of 322 O I -0— C14 LO Q N_0 CU O O Z 6) CO N mM c O N N N OZ U) O 70� cZ o m N N O. '�E CN E U m0 m U a N'� >.MQU (nNd m UX afn�Z W LOf� t6 tNp U LL U a N O 'O c O°M ID EmQw J2 rU< ` U Q O O U O N r- 2 2 CO 0' N N C Q N O X E O OJ � m N m c T r y m U) N N 0 'a m N n E t r 3 O L 6 U U N N � i O i l0 M M N N N N LO LO LO Q ?i C M C L C Q m m U) o 4Q N H N C a7E � � w m c U N E N rQ O O J U) O O -j > w c c v U c oa lip 0 c c L, V) a a c � 2N W o o 0 a O Q1 Win U U a c DLO N (n -t m m o (� a Ld Urn a- a- U a F Z r 'O 'O 'O go = N N N N c n� N N N U r N w w w Q 0 LU m m m m m M a r r r r r m O wM) �.rOj� Q M m0 � O M Uo W J^ 2 O MO 0 ll O O O ~ � O UQ w d' W(J/) NM w In Lr) Q D c,4 of QN w w<WO Q in U V rm LLm 01^� w >- CO w=o �3" �s tn QU�� JUW Q Z U) ZO } Zw F W Q 61 W r m o.. Z Z w <n D z ; Q D o w0 Z 0 w� m V)-10 W U H Z Z � Q Q' mC 00 ?i W� Z �O } Q� Q J01 O 0 LLw0 woo }^Wm =000 C6 WM so trnri`°a wo rn Uo 00)w Q 3 0 U (6 wm �^ QW m Y } ¢mom Of U d Q o O ZJO wmo' (3) i' L zwao � 3 m N w LO � o L7�� ) �� Z D LLI LL�0. (13 O V 0— O wQUvo rn �3in Q of z orn ° LL, N M zmro �o� • MCO } M� Oo Z o Q r W of, O W W O_ NO W O 'co O mo u] ZOD =0001 W N 00 V) ~a LU Sargent Creek Playground Attachment A Installation Page 3 of 131 Bid Package Issued June 14, 2024 Page 98 of 322 VIS I'Ar*pe 5960SP Gan�Time° TREE TOP 3 A PLWCORE c- 1 1-800-235-2440 ISSUED/REVISED: 9/21/2020 INSTALLATION INSTRUCTIONS 1. Before assembling this equipment, read the enclosed INSTALLER INSTRUCTIONS in the installation booklet; follow all the instructions during installation. 2. Assemble parts as shown in the ASSEMBLY DRAWING. Refer to the assembly details for the specific hardware required in each connection. TOP VIEW t Creek 010'-9 15/16" [0330.00 cm] ASSEMBLY VIEW Parts List DESCRIPTION QTY PART NUMBER TREE TOP 3 1 RC -2100-F This document contains proprietary information, and is not to be reproduced without written permission QQppCI?T&Time and is not to be used in any manner detrimental to the interests of GameTime Attachment A a p. Bid Package Issued June 14, 20PC-2100-F INSTALLATION MANUAL Page 99RN31� 1 Sargent Creek Playground Attach ment°Ale:11110/20 Installation Page 5 of 131 LL O O r N 9 W z O N LU U) D 0 z Q U) ry LU I— O O LL Bid Package Issued June 14, 2024 Sargent Creek Playground Installation I O Ln L, U d Page 100 of 322 O a� -o o U M CL c ro �� a m >fo Q) fa U o Q 0) o� o E •3 U4-1 �— O w U Q i f6 U U J 12 c V) O co — @ O N 21 LLLU-� O LL 14 N M Attachment A Page 6 of 131 Post A: Bid Package Issued June 14, 20PC-2100-F Upper Net M6 Barrel Ni Bolt UPPER NET ASSEMBLY Page101RAb81� 3 M6 Barrel Nut and 1. If working on exposed soil, spread out a large tarp to keep the equipment and nets clean. Spider Net 2. Connect the Upper Net to the top of the Post as shown. 3. Attach the Spider Net to the Post. Sargent Creek Playground Attachment A Installation Page 7 of 131 U Bid Package Issued June 14, 20PC-2100-F Page 102RN3� 4 M6 Barrel Ni Bolt UPPER RING ASSEMBLY 1. Assemble the Upper Ring. 2. Attach the Upper Ring to the Upper Net and the Spider Net. Sargent Creek Playground Attachment A Installation Page 8 of 131 Bid Package Issued June 14, 20PC-2100-F Page 103RABB 5 Sargent Creek Playground Installation BASE ASSEMBLY 1. Attach the Lower Net to the Ring. 2. Assemble the Base Plate and Angle Braces to the Post Assemblty M12 X 35 Bolt, nut, washer Attachment A Page 9 of 131 Bid Package Issued June 14, 20I*C-2100-F Sargent Creek Playground Installation INSTALL BASE Page 104RABB 6 1. Carefully lift the Assembly and place in the foundation hole 2. Level the Post Assembly and backfill with hard packed soil or gravel. Sand is not recommended. Attachment A Page 10 of 131 Bid Package Issued June 14, 2020(--- 100-F Page 105RN31P 7 1L�OWER RING AND FLOOR ASSEMBLY GENERAL PROCEDURE See the Next Page for Tips for these steps 1. Assemble the Lower Ring on the Lower Net. 2. Assemble the Deck sections between the Bottom Flange and the Lower Ring. Use the M8 X 55 Bolts in the Top Flange to help align the Deck sections. 3. After tightening all fasteners, check that no more than 2 threads protrude beyond the nut. M12 Nylon Lock Nut and Washer M12 X 35 Bolt � 00000 0 00 00 0� o 0 0 0 0 o® 0 0 0 0 0 0 0 r cs 0 0 0 0 0 00 0 0 'm' -- 0 0 000000000 Top Flange I Sargent Creek Playground Installation 0 0 0 �0 ® o 0 00 0 00 00 00 0 ®o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 00 0 00 0 00 00 0 00 000 00 0 00000 000000000 000000 0 00 0000 0000 00 0000 0 0000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 000000 000000 0 0 0 o o -------------- 0 M8 X 33 Barrel Nut and Washer a v Bottom Flange M8 X 55 Bolt and Washer M8 X 33 Barrel Nut and Washer M8 X 55 Bolt Plastic Joint Sleeve M8 X 70 Bolt J M8 X 33 Barrel L/Nut and Washer Attachment A Page 11 of 131 Bid Package Issued June 14, 20PC-2100-F Page 106RM31P g LOWER RING AND FLOOR TIPS Temporarily use M8 X 55 Bolts to aid alignment ., C® �o /0 0 0 • Keep all fasteners loose until assembly is complete. • When assembling the Lower Ring on the Net, leave several ropes disconnected to facilitate inserting the Floor Decks. • Use the M8 X 55 Bolts to align the Floor Decks on the Post before installing the Top Flange. • Assemble the Deck sections between the Bottom Flange and the Lower Ring. Use the M8 X 55 Bolts in the Top Flange to help align the Deck sections. ®®®®®®®®® ®®® 0 o' Top Flange o ®® o ®®o o ® o ® C ® o o ®o o ® o ®o ® o ® o 0 0 0 ® 0 0 o o ® o ® ® ®® ®®® ® ® o ®o ®® ®® ®®o ®o ® o C) ® ®® ® ® ®® o ®o® ® o® ®®® ® o o ® -" 9 o® ® o® C:) c ®® o o®®o®® ®®®®®®®®® ®®® Leave ropes disconnected to insert Floor Decks Sargent Creek Playground Attachment A Installation Page 12 of 131 0 o' o ®® o ®® o Leave ropes disconnected to insert Floor Decks Sargent Creek Playground Attachment A Installation Page 12 of 131 Bid Package Issued June 14, 20PC-2100-F Page 107RABIP 9 IMPORTANT. After placement, be sure to remove the Eyebolt. Install the Post Cap with 3 M8 Bolts. CAP ASSEMBLY Post Cad M8 Bolts Sargent Creek Playground Attachment A Installation Page 13 of 131 r 1. Outer Post 2. Inner Post 3. Upper Net 4. Lower Net 5. Spider Net 6. Upper Ring 7. Lower Ring 8. Eyebolt 9. Post cap 10. M8 Bolt I 10 Bid Package Issued June 14, 20PC-2100-F Page 108PV31P 10 PARTS LIST 1 Sargent Creek Playground Installation Attachment A Page 14 of 131 Bid Package Issued June 14, 20PC-2100-F Page 109FaA;8F 11 PARTS LIST 2 13 12 00000p00 00p0 000 00 00p oOoQ000 00 14 000 000 0 0 22 0 0 0 0 000 00 0000 0 0 24 0 0 0 0 0 0 0 0 0 n 0 0 0 0 0 0 0 0 0 0 0 0o ®moo 0 0 0 OO O O 0-00- O 00 O 15 0 000000 000000 22 ® 00n-O000000o00001 ; 00 00 o 00 0000 CO 0 0O0 00 o 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 00000 0000000 00 14 ® 0 00000 0 0000000 000000 ® ® o00 0000000 0000 00 00 0 0 0 0 00 0 0 0 00000 00 0 0 0 0 o � 0 0 � � o I e m 15 �15 21 / 20 M8 X L70 Bolt M12 X L35 Bolt M12 Nut, Washer M8 X L55 Bolt M8 X L33 Barrel Nut and Washer M6 X L20 Barrel Nut M6 X L19 Barrel Nut Base 19. Angle Brace 20. M12 X L35 Bolt 21. M12 Nut and Washer 22. Upper Flange 23. Plastic Joint Sleeve 24. Floor Deck Sargent Creek Playground Attachment A Installation Page 15 of 131 Bid Package Issued June 14, 20PC-2100-F Page 11ORN31� 12 Inspect Equipment for Correct Installation If the equipment has not been installed correctly, do not open for play and take necessary precautions to keep closed until installation is correct, complete and re -inspect- ed. Protective Surfacing Make sure appropriate playground sura installed to meet applicable standards. Remove All Assembly Aids Please make sure that all tools and as! been removed from the playing area bi play. AFTER INSTALLATION, BEFORE OPENING FOR PLAY, RECOMMENDATIONS Sargent Creek Playground Attachment A Installation Page 16 of 131 Bid Package Issued June 14, 20PC-2100-F This equipment should be installed, inspected for proper installation, maintained and operated in accordance with applicable safety standards. Regular maintenance is necessary on all park and play- ground equipment, including the protective surfacing. Proper maintenance extends equipment life. Maintenance of play environments requires commitment from dedicated and trained individuals with some mechanical ability and common sense. With regards to overall safety, if you ever feel a piece of equipment or portion of the protective surfacing is broken or dangerous, immediately take the equipment out of service. If necessary, post personnel or fence the equipment to prevent use until the necessary repairs can be made. This is an important precaution that can potentially prevent an injury. Maintenance Inspection — Frequency and Process Because play equipment and surfacing are subject to changes from use, abuse, and climate, they must be in- spected on a regular basis. The frequency of inspection will be determined by many factors including equipment age, use, and materials, and external factors like the age of the users, climate, and vandalism. Regardless of site-specific attributes of the playground, two types of inspections should be performed on all playgrounds: low frequency and high frequency. Low Frequency Inspections Often performed quarterly or semi-annually, low frequency inspections are in-depth investigations of the equipment and surfacing looking for wear and tear. This inspection requires a staff member with mechanical knowledge and extensive knowledge about play equipment and surfacing standards. During or immediately after the inspection, staff should do preventive maintenance and repairs and/or re- move damaged equipment to remedy problems discovered in the inspection. High Frequency Inspections Often performed daily or weekly, high frequency inspec- tions look at frequently changing conditions caused by use, weather, and/or vandalism. During a high frequency inspection, staff checks and corrects playground conditions such as loose -fill surfacing depths, sanitation issues, and the presence of trash and debris. If any hazards are discov- ered, staff should follow school or agency procedures such as completing documentation, taking the area out of use, and/or correcting the problem. MAINTENANCE Page 111pA;8F 13 Loose hardware Loose hardware can cause quality problems and put safety at risk. Therefore, loose hardware should always be tight- ened, and checks carried out to ensure that there are no missing parts. Identifying replacement parts All replacement parts are listed in the parts list. The parts list follows the installation requirements. Actions to be taken during the break-in period No later than 2 weeks after assembly, all hardware connec- tions should be checked and tightened if necessary. One of the most important factors in proper maintenance is main- taining proper net tension. Net re -tensioning will be required after the first 60-90 days of use and then must be checked again on an annual basis. Maintenance of protective surfaces Surfaces providing fall protection must also be maintained regularly. It is particularly important to maintain the correct level of loose surface material and add more if necessary (refer to applicable standards). Damage Damaged equipment must be repaired as soon as possi- ble. If serious defects that affect the safety and cannot be repaired immediately, the equipment then must be closed to prevent further use. Sargent Creek Playground Attachment A Installation Page 17 of 131 Bid Package Issued June 14, 2024 Page 112 of 322 povirER •� SCAPE® 80000 P L u s 80001 NUMBER 1 ° °ice DECKS G inw,ui 2 Enriching Childhood Through Play,. 1 1-800-235-2440 ISSUED/REVISED: 3/24/10 0 0 INSTALLATION DETAIL O= PARTS LIST REFERENCE Note: The Uprights Shown Are Not Included In The Deck Packages. See Overall Plan View For Uprights. INSTALLATION INSTRUCTIONS 1.Before assembling this equipment, read the enclosed Installer Instruction in the installation booklet; follow all the instructions during assembly. 2. Dig ground holes per Ground Plan. See system topview for quantity. 3. Attach deck to uprights using (1) Detail 030 per upright. 4. Loctite (supplied by others) should be used on all threaded hardware. 5. When decks are at the same height as shown in Assembly Drawing, fasten together using (2) Detail 031. NOTE: Remove vinyl from the two inside holes, with 1/2" bit. i I r� SQUARE 80000 TRIANGLE 80001 1 I FT II II II II II II U II II II II U ASSEMBLY DRAWING i 4'-6" [1.37M]El TOP VIEWS 80000 PARTS LIST 4'-6" [1.37M] 4'-6" [1.37M] 4'-6" [1.37M] 80001 REF PART NO. DESCRIPTION 80000 80001 NUMBER 1 Punched Deck, Square 1 0 163307 2 Punched Deck, Triangle 0 1 163317 Hardware Complete 1 0 161254 Hardware Complete 0 1 161255 3/8" x 3/4" P.B.H.C.S. w/Patch 2 2 812052* 3/8" x 1 1/2" P.B.H.C.S. 8 6 810053* 3/8" Tee -Nut 2 2 804556* 3/8" Lockwasher 10 8 817334* 3/8" Flatwasher 1 1/4" O.D. 10 8 817424* Unless Otherwise Specified, All Units of Measure are Each * Included in Hardware Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed. r%.PlayCore' Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment Mov[ng play forward." And Dispose/Save Them In A Secure Location. t Creek Plawround n Attachment A aqe 18 of 131 4'-1" [1.24M] 1'-6" [45.72 cm] DIA. x 2'-6" [76.20 cm] DEEP (QTY. AS REQUIRED) SEE DETAIL 032 Note: Hole Depths Indicated on All Ground Plans are Measured From The Finished Surface. See Detail 032. All Footing Dimensions are Based on Level Finished Surface. 1'-6" [45.72 cm] DIA. x 2'-6" [76.20 cm] DEEP (QTY. AS REQUIRED) SEE DETAIL 032 t Creek Plawround Bid Package Issued June 14, 2024 4'-1" [1.24M] — 5'-9 5/16" [1.76M] 80000 4'-1" [1.24M] 1" [1.24M] 3'-6 7/16" [1.08M] 80001 GROUND PLANS Page 113 of 322 Concrete Required .10 Cubic Yards [.07 cm] Per Upright Ground Hole AttachmeAGE nt A 2 DETAUckF6r-su9dbVd 2�2 80001 Page 114 of 322 IMPORTANT TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION. NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE -NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. 0INCH 1 2 3 4 5 6 0CM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 *3/8" x 1 1/2" P.B.H.C.S. (810053) 3/8" LOCKWASHEF (817334 3/8" FLATWASHEF (817424 * NOTE: BOLTS SHOULD BE TOF UUEU FROM 20-25 FT. LBS. FOR PROPER INSTALLATION. * NOTE: AFTER ASSEMBLY IS COMPLETED, PEEN FLATWASHERS TO MATCH RADIUS OF UPRIGHT. 030 SHOCK ABSORBING MATERIAL [3048 cm] f a� VARIES (REFER TO OVERALL UNIT GROUND PLAN) l ,a DIMENSIONED -J EARTH TO TOP OF BRICK OR EQUIVALENT 3/8" x 3/4" P.B.H.C.S. W/PATCH (812052) Pi 3/8" LOCKWASHER (817334) PUNCHED STEEL DECKS OR RAMPS `— 3/8" T -NUT 3/8" FLATWASHER (804556) (817424) 031 CONCRETE 5" [12.70 cm] 1 2'-0" [60.96 cm] BRICK OR TREE SCAPE „B„ i EQUIVALENT 5" [12.70 cm] 4'-0" [121.92 cm] SHOCK ABSORBING PROPERTIES OF SURFACING NOTES: MATERIALS VARY. IF YOU DETERMINE THAT LESS -SLOPED FOOTING IS A REQUIREMENT THAN 1'-0" [30.48cm] OF SURFACING IS REQUIRED, OF EUROPEAN STANDARD EN1176-1 ONLY MAKE UP THE DIFFERENCE IN ELEVATION WITH -SUGGESTED MINIMUM CONCRETE032 EARTH, BEFORE APPLYING SURFACING. RATING: 3000 PSI t Creek Plawround n AttachmeAGE nt A 3 aqe 20 of 131 "A" DIA. "A" DIA."B" (PIPE SIZE) (FOOTING SIZE r i� 1 1/16" [2.70 cm] 1'-2" [35.56 cm] ii �iI i� ,� 1 5/16" [3.33 cm] 1'-2" [35.56 cm] %mo i! 3.9" [10.00 cm] 1 5/8" [4.13 cm] 1'-2" [35.56 cm] 1 7/8" [4.83 cm] 1'-2" [35.56 cm] MAX. 45° MIN. 2 3/8" [6.03 cm] 1'-2" [35.56 cm] 3 1/2" [8.89 cm] 1'-6" [45.72 cm] 5" [12.70 cm] 1'-6" [45.72cm] <. TRACK RIDE & SWINGS CONCRETE 5" [12.70 cm] 1 2'-0" [60.96 cm] BRICK OR TREE SCAPE „B„ i EQUIVALENT 5" [12.70 cm] 4'-0" [121.92 cm] SHOCK ABSORBING PROPERTIES OF SURFACING NOTES: MATERIALS VARY. IF YOU DETERMINE THAT LESS -SLOPED FOOTING IS A REQUIREMENT THAN 1'-0" [30.48cm] OF SURFACING IS REQUIRED, OF EUROPEAN STANDARD EN1176-1 ONLY MAKE UP THE DIFFERENCE IN ELEVATION WITH -SUGGESTED MINIMUM CONCRETE032 EARTH, BEFORE APPLYING SURFACING. RATING: 3000 PSI t Creek Plawround n AttachmeAGE nt A 3 aqe 20 of 131 POWER SCAPE® Bid Package Issued June 14, 2024 P L u s Page 1156312656 CHINNING Ga`ArrieTi°°°ire BARS Enriching Childhood Through Play. 1-800-235-2440 ISSUED/REVISED: 11/6/19 OINSTALLATION ONE LEVEL 81656 - DETAIL TWO LEVEL 81657 O = PARTS LIST THREE LEVEL 81658 REFERENCE INSTALLATION 086 INSTRUCTIONS 1. Dig ground holes per Ground Plan and detail 032 per your application. 086 2. Attach rung between uprights. See Assembly Drawing. 4'-6" [1.37M] 0'-5" [.13M] J 81656 Sargent Creek Playground Installation 6'-0" [182.88( ASSEMBLY DRAWING 81658 SHOWN 8'-7" [2.62M] 12'-8" [3.86M] 0'-5" [.13M] J 0'-5" [.13M] J 81657 81658 Ir17:AY/I=111FAFM Attachment A Page 21 of 131 �— � I � EXISTING UPRIGHTS I / I N Bid Package Issued June 14, 2024 1'-6" [45.72cm] DIA. x 2'-6" [76.20cm] DEEP (See Chart for Qty.) 4'-1" [124.45cm] CONCRETE REQUIRED STANDARD 2'-6" [76.20cm] FOOTING DEPTH (81656) .10 CUBIC YARDS [.07 CUBIC METERS] (81657) .20 CUBIC YARDS [.15 CUBIC METERS] (81658) .30 CUBIC YARDS [.22 CUBIC METERS] 4'-1" [124.45cm] 4'-1" [124.45cm] GROUND PLAN NOTE: HOLE DEPTHS INDICATED ON ALL GROUND PLANS ARE MEASURED FROM THE FINISHED SURFACE. SEE DETAIL 032. ALL FOOTING DIMENSIONS ARE BASED LEVEL FINISHED SURFACE. PARTS LIST Page 116 of 322 GROUND HOLE CHART PART NO. QTY. 81656 1 81657 2 81658 3 REF NO. DESCRIPTION NO. REQ'D. 81656 81657 81658 PART NUMBER 1 Rung Ass'y 1 2 3 176373 Hardware Complete 1 0 0 176375 Hardware Complete 0 1 0 176376 Hardware Complete 0 0 1 176377 3/8" x1" P.B.H.C.S. w/Patch 4 8 12 812050" 3/8" Lockwasher 4 8 12 817334" 3/8" Flatwasher 4 8 12 817410* Unless Otherwise Specified, All Units of Measure are Each * Included in Hardware Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed. Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location. Note: Loctite (supplied by others) should be used on all threaded hardware. Sargent Creek Playground Installation Attachme E 2 Page 22 of DETAILS -for- 81 6161 k81 I6Pvt �' 6¢ 8 Page 117 of 322 p IMPORTANT pp v To REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION. NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE -NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. 0INCH 1 2 3 4 5 6 0CM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 DIMENSIONED) EARTH TO TOP OF BRICK OR EQUIVALENT I\InTI=C m R3.9" [10.00 cm] MAX. 45° MIN. a i CONCRETE -SLOPED FOOTING IS A REQUIREMENT OF EUROPEAN STANDARD EN1176-1 ONLY -SUGGESTED MINIMUM CONCRETE 032 RATING: 3000 PSI 3/8" FLATW/ (8 3/8" LOCKWAS (817 3/8" x 1" P.B.H.C.S. w/PATCH (812050) CLIMBER I� Sargent Creek Playground Installation DIA."A" DIA."B" (PIPE SIZE) (FOOTING SIZE) 1 1/16" [2.70 cm] 1'-2" [35.56 cm] 1 5/16" [3.33 cm] 1'-2" [35.56 cm] 1 5/8" [4.13 cm] 1'-2" [35.56 cm] 1 7/8" [4.83 cm] 1'-2" [35.56 cm] 2 3/8" [6.03 cm] 1'-2" [35.56 cm] 3 1/2" [8.89 cm] 1'-6" [45.72 cm] 5" [12.70 cm] 1'-6" [45.72cm] TRACK RIDE & SWINGS 15" [12.70 cm] 1 2'-0" [60.96 cm] BRICK OR I TREE SCAPE EQUIVALENT 5" [12.70 cm] 4'-0" [121.92 cm] SHOCK ABSORBING PROPERTIES OF SURFACING MATERIALS VARY. IF YOU DETERMINE THAT LESS THAN V-0" [30.48cm] OF SURFACING IS REQUIRED, MAKE UP THE DIFFERENCE IN ELEVATION WITH EARTH, BEFORE APPLYING SURFACING. UPRIGHT Attachmer E 3 Page 23 of 1 PARTS LIST REF NO. Bid Package Issued June 14, 2024 Pae 118 of 322 POWER �� SCAPE® P L U 5 1 81680 1 1 1 207778 207803 207806 2 SINGLE Gkinwomm 8126-5-1- 3/8" Flatwasher 4 SEAT Enriching Childhood Through Play, 3/8" Lock Washer 5 1-800-235-2440 3/8" x 2 1/4" P.B.H.C.S. w/Patch ISSUED/REVISED: 10/11/17 812056* INSTALLATION 1 804556* 0 _ DETAIL O- PARTS LIST REFERENCE INSTALLATION INSTRUCTIONS 1. Before assembling this equipment, read the enclosed INSTALLER INSTRUCTIONS in the installation booklet; follow all the instructions during installation. 2. Assemble parts as shown in the ASSEMBLY DRAWING. °O Refer to the assembly details 1'-1 1/2" [.34M] J for the specific hardware required in each connection. 1 272 TOP VIEW 2 ASSEMBLY DRAWING PARTS LIST REF NO. DESCRIPTION NO. REQ'D. PART NUMBER 1 Cast Seat (Round) Seat Arm Ass'y (C/O) Hardware Complete 1 1 1 207778 207803 207806 2 3/8" x 1 1/4" P.B.H.C.S. w/Patch 4 8126-5-1- 3/8" Flatwasher 4 817410* 3/8" Lock Washer 5 817334* 3/8" x 2 1/4" P.B.H.C.S. w/Patch 1 812056* 3/8" Tee -Nut 1 804556* Unless Otherwise Specified, All Units of Measure are Each * Included in Hardware Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed. Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location. Note: Loctite (supplied by others) should be used on all threaded hardware. Sargent Creek Playground Attachment A Installation Page 24 of 131 DETAILS -for- 81680 IMPORTANT To REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION. NOTE: AFTER ASSEMBLYIS COMPLETE, PEEN TEE -NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. 0INCH 1 2 3 4 5 6 OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 BOLT HEAD SHOULD FIT INTO OVERSIZED HOLE ON SEAT SEAT 3/8" X 2 1/4" P.B.H.C.S. W/PATCH (812056) �3/8" T -NUT \,_3/8" LOCKWASHER 3/8" FLATWASHER (804556) (817334) (817410) 3/8" x 1 1/4" P.B.H.C.S. 3/8" LOCKWASHER w/ PATCH (812051) (817334) 272 Sargent Creek Playground AttachLA2 esia r8 -,89e issuea June 14, LVL4 rage ILu al 3LL POWER�C• SCAPE® 81691 P L U S Ga`meTi°°°rte SINGLE Enriching Childhood Through Play.. STEERING WHEEL 1-800-235-2440 ISSUED/REVISED: 08/01/04 0 INSTALLATION DETAIL O= PARTS LIST REFERENCE INSTALLATION INSTRUCTIONS 1. Before assembling this equipment, read the enclosed INSTALLER INSTRUCTIONS in the installation booklet; follow all the instructions during installation. 2. Assemble parts as shown in the ASSEMBLY DRAWING. Refer to the assembly details for the specific hardware required in each connection. 3. Loctite (supplied by others) should be used on all threaded hardware. 4'-6" [1.37M] OD 10 11/16" [.27M] TOP VIEW PARTS LIST 1 407 �J ASSEMBLY DRAWING REF NO. DESCRIPTION No. REQ D PART NUMBER 1 Steering Wheel Ass'y 1 169739 Hardware Complete 1 169742 2 3 3/8" x 1 1/4" P.B.H.C.S. w/Patch 3/8" Lockwasher 4 4 812051* 817334* 4 3/8" Flatwasher 4 817410* Unless Otherwise Specified, All Units of Measure are Each * Included in Hardware Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly /s Completed. Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment A dD" /S Th I- AS 1 �spose ave em ecure ocat► Sargent Creek Playground n on. Attachment A blObae fflC u -Gr- age 121 o 81691 IMPORTANT TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION. NOTE: AFTER ASSEMBLYIS COMPLETE, PEEN TEE -NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. 0INCH 1 2 3 4 5 6 OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 3/8" FLATWASHER UPRIGHT (817410) 3/8" LOCKWASHER (817334) 0--4- 3/8" X 1 1/4" P.B.H.C.S. m 0 w/PATCH (812051) 0° STEERING WHEEL 407 Sargent Creek Playground Attachmg 2 N E w ! Bid Package Issued June 14, 2024 Page 122 of 322 POWER •� SCAPE° 81695 • Ga`"irORETiCOM PAN Y° �p� TRAIN Enriching Childhood Through Play. YY H ISTLE 1-800-235-2440 ISSUED/REVISED: 11/22/16 0 INSTALLATION DETAIL O= PARTS LIST REFERENCE INSTALLATION INSTRUCTIONS 1. Before assembling this equipment, read the enclosed INSTALLATION INSTRUCTIONS in the installation booklet; follow all the instructions during installation. 2. Assemble parts as shown in the ASSEMBLY DRAWING. Refer to the assembly details for the specific hardware required in each connection. TOP VIEW 0'-11 3/4" [.30M] \� 0'-5" [.13M] PARTS LIST N ' 430 I Li ASSEMBLY DRAWING REF NO. DESCRIPTION No. REQ D PART NUMBER 1 Train Whistle 1 177372 Hardware Complete 1 177390 3/8" x 1 1/4" B.H.C.S. 2 811051* 3/8" Lockwasher 3/8" Flatwasher 2 2 817334* 817410* Unless Otherwise Specified, All Units of Measure are Each * Included in Hardware Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed. Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location. Note: Loctite (supplied by others) should be used on all threaded hardware. t Creek Plawround Attachment A BidDETA&&Lj-2024 Page 123 of 322 81695 IMPORTANT TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION. NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE -NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. 0INCH 1 2 3 4 5 6 OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 3/8" FLATWASHER (817410) 3/8" LOCKWASHER -\ (817334) 3/8" x 1 1/4" P.B.H.C.S. w/PATCH (812051) UPRIGHT 430 Sargent Creek Playground Attachment AE 2 Installation Page 29 of 131 PoweiSCOP6 Garr�Tirr� a FOLAYCORE company 1-800-235-2440 ISSUED/REVISED: 8/17/23 This play equipment is designed for CHILDREN YEARS OLD is designed for CHILDREN YEARS OLD Adult supervision is recommended 90020-90024 5-0" & UNDER 90020-90024 ALL DECK HEIGHTS I� II II II II II II II Bid Package Issued June 14, 2024 Page 124 of 322 90020 TRANSFER SYSTEM WITH BARRIER 1'-0" RISE 90020 2'-0" RISE 90021 A03650 2'-6' RISE 90022 3'-0" RISE 90023 4'-0" RISE 90024 203435 L� WPM x INSTALLATION INSTRUCTIONS R� 1. Before assembling this equipment, read the enclosed INSTALLER INSTRUCTIONS in the installation booklet; follow all the instructions during installation. r' 2. Assemble parts as shown in the ASSEMBLY DRAWING. Refer to the assembly details for the specific hardware required in each connection. 3. LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE. 4. DO NOT POUR CONCRETE UNTIL ENTIRE STRUCTURE IS COMPLETELY ASSEMBLED AND LEff4gent Creek Plavqround li 203431 ASSEMBLY VIEW 90024 SHOWN Attachment A anP :30 of 131 1'-6 3/8" [46.66 cm] Bid Pa kage Issued June 14, 2024 EXISTING UPRIGHTS / An ^^ / \1....Vvv, UV VVVV \ ^^^^ ^^^^^^ VVVYV ^^VVVV ^^^^^^^^ VVVVV ^^^^^ C C C C VVY.0 C C C C \ ^^^n^n^n CCCC CCCC yVyVyVYV In^^^^^^^^ CCCC CCCC VYVVVVVYV ^^^^^^^^^ CCCC CCCC VVVVVVVVV ^^^^^^^^^ CCCC CCCC VYVVUVVYV 4'-1" [124.46 cm] / ^^n^n^n CtCt CCCC YVVVVVYVVV ^^^^^ C C CCCC V V V V V ^^^^ C C CCCC V V V V ^^^^^ C C V V V V V ^^^^ C C C C U V V u ^^ n^ C C CCCC V V V V ^ ^^^^^^ CCCC CCCC .VVVVV V ^ t C CCCC u \^^^^^ CCCC CCCC VVVYV ^^^^^^^^ UVVVVVVV ^^^^^^^ z VVVVVVV ^^^^^^^ VVVVV. ^^^^ tltlyY.VVV / ^^^ ^^ \ / VVVVVVV ^^^ ^^^ .VVVVVVV Ml nn v u�u u J 2'-4 3/4" [73.10 cm] 4'-1" [124.46 cm] / 4'-1" [ PLAN VIEW 90020 EXISTING UPRIGHTS n^n on / V..... rihion^I. / \ IVY VVVVV 767 CCC CCCCCC C CCC CCC CCC C CCC CCC CCC COC CCC C CCC CCC CC CCC C CCC CCC CCC ^^ � ^^ 1\ ugtJyVu ^ / VVVV V u' PLAN VIEW 90021 Page 125 of 322 1'-11 1/2" [59.75 cm] 4'-6 1/8" [137.55 cm] L 2'-9 15/16" [86.20 cm] 4'-6 1/8" [137.55 cm] �4'- 13/16" [124.06 cm] EXISTING /��\ /—�—`� UPRIGHTS t Creek Plawround PLAN VIEW 'f" 90022 TOP VIEW 90020 TOP VIEW 90021 � 2'-9 15/16" [86.20 cm] / 4'-6 1/8"[37.55 cm] L 1 TOP VIEW 90022 J PAGE 2 Attachment A 4'-1" [124.46 cm] 4'-1" [124.46 cm] t Creek Bid Package Issued June 14, 2024 4'-9 1/4" [145.49 cm] EXISTING - UPRIGHT A 7— � YY� / YYY YY nn YYY YYY 1n / VyVVVV YYYY inn TS rf -rsl—r �� —r uuuuuuuu ` n iaa aaa iai aia iai aialaaa aia uuuuu \/ n^n aaa aaa aaa aaa 22,322 aa aaalaaa aaa uuu"uuu ^^^ 223.3 iii �a, 353 B2 223. 2222 iii 22,22 a,3il'.i. aia uyu�uyu aaa aaa aaa aaa aaa 3331333 aaa uyuyuyu aia aaa aia aaa aia 3331333 aaa V VV V aia 7aa aia 7a7 aia 3371 aaa aaa a s a a s a a s a a s a in uuuuu i' �� L� ��1� a a . uuuuuuuu 1 YYYYYY Inn nn YYYY VV VVV YYY YYY 1n VVV VV round PLAN VIEW 90023 5-2 7/16" [158.59 cm] 4'-6 1/8" [137.55 cm] 5'-11 1/2" [181.69 cm] EXISTING UPRIGHTS PLAN VIEW 90024 M 6-4 11/16" [194.78 cm] 4'-6 1/8" [137.55 cm] Page 126 of 322 TOP VIEW 90023 TOP VIEW 90024 PAGE 3 Attachment A INCH 1 2 Bid Package Issu3ed June 14, 2024 4 5 Page 127 o6f 322 1111111111111111111111111 Jill 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111 OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 enan� II � II I raj .1J ps►0-0 JJd c►j 3 e ease v 0y .s�.a e °ee ee sere ee u� � �v� jJ eee eee / eeeQ eee a ease e eeeee ee `\ p eeeee \ eeeepe i 'SO-IS pe \I I n aP� e �Rn-IS IS nn 3/8" FLAT WASHER (1 1/4" O.D.) (817424 3/8" x 1" P.B.H.C.S. w/PATCH (812050) t Creek Plavqround i 3/8" LOCK NUT (804353) STEP 1 3/8" FLA)' WASHER 4 PLACES (1 1/4" O.D.) (817424) NOTE: DO NOT POUR CONCRETE UNTIL ENTIRE STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL. PAGE 4 DETAIL VIEW Attachment A anP 33 of 131 INCH 1 2 Bid Package Issu3ed June 14, 2024 4 5 Page 128 o6f 322 1111111111111111111111111 Jill 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111 OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 /� ALUM. PIN (203568) / A03650 I / STEP 2 / 4 PLACES A03650 / 203379 1 ` n Ey fln��Rn�n9 t nen �J Sarqent Creek Plavqround NOTE: BOLT SHOULD BE TORQUEDFROM 20-25 FT. LBS FOR PROPER INSTALLTION. 3/8" LOCK WASHER (817334) \ 3/8" x 2" P.B.H.C.S. w/PATCH (812055) 79 j203370 3/8" FLAT WASHER 203379 (1 1/4" O.D.) (817424) 203370 3/8" LOCK WASHER _ (817334) 3/8" x 3/4" P.B.H.C.S. / w/PATCH (812052) 1 \ I \ 1 \ I I STEP 3 3/8" T -NU (804556) 4 PLACES J NOTE: DO NOT POUR CONCRETE UNTIL ENTIRE STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL. DETAIL VIEW PAGE 5 Attachment A anP 34 of 131 Bid Package Issued June 14, 2024 Page 129 of 322 Parts List DESCRIPTION 90020 90021 90022 90023 90024 PART NUMBER TRU-LOC 4 4 4 4 4 A03650 1' COATED STEPLINK 1 0 0 0 0 161235 2' STEP ASSEMBLY 0 1 0 0 0 160670 2'-6' STEP ASSEMBLY 0 0 1 0 0 167494 3' STEP ASSEMBLY 0 0 0 1 0 161371 4' STEP ASSEMBLY 0 0 0 0 1 160667 RIGHT BARRIER WELD ASSEMBLY 1 0 0 0 0 203370 RIGHT BARRIER WELD ASSEMBLY 0 1 0 0 0 203384 RIGHT BARRIER WELD ASSEMBLY 0 0 1 0 0 203397 RIGHT BARRIER WELD ASSEMBLY 0 0 0 1 0 203417 RIGHT BARRIER WELD ASSEMBLY 0 0 0 0 1 203431 LEFT BARRIER WELD ASSEMBLY 1 0 0 0 0 203379 LEFT BARRIER WELD ASSEMBLY 0 1 0 0 0 203392 LEFT BARRIER WELD ASSEMBLY 0 0 1 0 0 203411 LEFT BARRIER WELD ASSEMBLY 0 0 0 1 0 203425 LEFT BARRIER WELD ASSEMBLY 0 0 0 0 1 203435 HARDWARE COMPLETE 1 1 1 1 1 223320 3/8" x 3/4" P.B.H.C.S. w/PATCH 4 4 4 4 4 812052* 3/8" x 1" P.B.H.C.S. w/PATCH 4 4 4 4 4 812050* 3/8" x 2" P.B.H.C.S. w/PATCH 4 4 4 4 4 812055" 3/8" FLAT WASHER (1 1/4" O.D.) 12 12 12 12 12 817424" 3/8" LOCK WASHER 8 8 8 8 8 817334 3/8" LOCK NUT 4 4 4 4 4 804353" 3/8" T -NUT 4 4 4 4 4 804556" ALUM. PIN 4 4 4 4 4 203568" Unless Otherwise Specified, All Units of Measure are Each * Included in Hardware Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed. Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location. Note: Peen Tee -Nuts and Flatwashers to match radius of pipe after assembly is complete. Note: Loctite (supplied by others) should be used on any non -patch hardware. To reduce the risk of clothing entanglement in compliance with ASTM F1487, any bolt end protruding more that two full threads beyond the face of the nut shall be cut-off flush, filed smooth and treated to prevent corrosion. MAINTENANCE PROCEDURE: - Periodically check hardware for tightness, and tighten as necessary. - Always check all parts for breakage or wear, and immediately put equipment out of service until any faulty parts found are repaired or replaced. - Check all metal parts for rust, paint loss and touch-up if necessary with paint. - Check for welded areas and verify integrity. - Check periodically resilient surfacing for appropriate depth and remove extraneous materials that could cause injury, infection, or disease. - Maintain detailed installation, inspection, maintenance, and repair records for each public -use playground equipment. PAGE 6 Sargent Creek Playground Attachment A Installation Page 35 of 131 Bid Package Issued June 14, 2024 Page 130 of 322 fowedwpo 90029 Garr�Time° TRANSFER PLATFORM A �AYCORE company 1-800-235-2440 WITH BARRIER ISSUED/REVISED: 3/11/2021 INSTALLATION INSTRUCTIONS 1. Before assembling this equipment, read the enclosed INSTALLER INSTRUCTIONS in the installation booklet; follow all the instructions during installation. 2. Assemble parts as shown in the ASSEMBLY DRAWING. Refer to the assembly details for the specific hardware required in each connection. 3. LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE. 4. DO NOT POUR CONCRETE UNTIL ENTIRE STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL. 160670 3'-0" RISE 90029 4'-0" RISE 90030 5'-0" RISE 90031 A0 5O A03650 203503 I 203499 11 160645 k DIM'A' e s• epe ess0 see •ease Oep-se0ese �e�s e0e-0-400v0 DD Oso 157034) ASSEMBLY VIEW �� 90029 COMPONENT DIM 'A' 90029 1'-0" [30.48 cm] 90030 1'-4" [40.64 cm] 90031 1'-0" [30.48 cm] Sargent Creek Playground nstallation Attachment A anP 36 nf 131 Bid Package Issued June 14, 2024 Page 131 of 322 90029 ra.:s [30.48 cm] 90030 1'-4" A03650 [40.64 cm] 90031 1'-0" [30.48 cm] oo A03650 203511 203507 oo e e � r e pem e e - oe 0 Ic •e "'C' 160674 ee m ee Oa ee - eee ee eeee eee ee a e ee 160645 eeee c - e a eeese •e ee e e e Qe ••ce a eee eee e e e e e e e e a e ec••eme ess••e •e e• e e® DIM 'A' ASSEMBLY VIEW 90030 160662 COMPONENT DIM 'A' PAGE 2 Sargent Creek Playground Attachment A Installation Pace 37 of 131 90029 1'-0" [30.48 cm] 90030 1'-4" [40.64 cm] 90031 1'-0" [30.48 cm] Bid Package Issued June 14, 2024 Page 132 of 322 ` 1'-0" [30.48 cm] 90030 A03650 [40.64 cm] 90031 1'-0" A03650 203515 203519 o o / / e e , e STEP 7 - REFER TO • e PAGE 11 e 0o m e e mepe 160667 o e e o wee - - eoome a oc c �o ee a eo epeee _ 160645 o � e 0 �e ee�e V�Dee• _ •eesee eepe� -.000--400 � eeeeee epeeeese eeeeee eseeep� • eeeeee � eeeeee • Dee e ee� se ee e e® ASSEMBLY VIEW DIM W 90031 157034 COMPONENT DIM 'A' PAGE 3 Sargent Creek Playground Attachment A Installation Pace 38 of 131 90029 1'-0" [30.48 cm] 90030 1'-4" [40.64 cm] 90031 1'-0" [30.48 cm] NOTE: HOLE DEPTHS INDICATED ON ALL PLAN VIEWS ARE MEASURED FROM THE FINISHED SURFACE. SEE ELEVATION VIEW. ALL FOOTING DIMENSIONS ARE BASED ON LEVEL FINISHED SURFACE. CONCRETE REQUIRED: .22 CUBIC YARDS [.17 CUBIC METERS] II II II II II I� 3'-0" [91.44 cm] II II FINISHED SURFACE RESILIENT SURFACE i BRICK OR EQUIVALENT (SUPPLIED BY OTHERS) t Creek Plawround 4'-8 3/4" [144.19 cm] 4'-6 1/8" [137.55 cm] ELEVATION VIEW 90029 TOP VIEW 90029 1'-0" [30.48 cm] 2'-6" [76.20 cm] PAGE 4 Attachment A Bid Package Issued June 14, 2 24 Page 133 of 322 3'-5 1/2" [105.47 cm] 2'-3" [68.62 cm] TYP 2'-5 5/16" [74.51 cm] O1'-2" [635.56 cm] DIAMETER x TYP 2'-6" [76.20 cm] DEEP (2 REQ'D) ^ ^^^ 0l'-6" [045.72 cm] DIAMETER x nn nnn / nnn nnn i nnn nnn nnnnn n 2'-6" [76.20 cm] DEEP nnnnnnn ` _ _ nnnnnnn nnnnnnnn 3 3 opo T T oG� 1 �G• nnnnnnnnn^ 4'-1" [124.46 Cm] / nnnnnnnnn nnnnnnnnn nnnnnnnn ��� ��� ��� GGG ��� ��� GOG ��� o ill ��� G Gob eoGG GOG U G G + G U (1 GGGG ll oGo oe ao. G c ---o oGo oG / nnnn,-,r)nnn ��� �,� GOG GGGG G(1 o GGG c,G GCu GG 3'-1 9/16" [95.41 Cm] nn��� ��, GGG GGG GG G GG G ll \ nnnnn nnnnnnnn nnnnnnn >>> 000 00o o ? D G OGO coo 2'- 1/2" [62.23 cm] 000 nnnnnnn \ nnnnn nnn ryrynnnn I nnngnnn Ar, nnn \ 0'-11 3/8" [28.90 cm] n nnn EXISTING���� PLAN VIEW UPRIGHTS 90029 NOTE: HOLE DEPTHS INDICATED ON ALL PLAN VIEWS ARE MEASURED FROM THE FINISHED SURFACE. SEE ELEVATION VIEW. ALL FOOTING DIMENSIONS ARE BASED ON LEVEL FINISHED SURFACE. CONCRETE REQUIRED: .22 CUBIC YARDS [.17 CUBIC METERS] II II II II II I� 3'-0" [91.44 cm] II II FINISHED SURFACE RESILIENT SURFACE i BRICK OR EQUIVALENT (SUPPLIED BY OTHERS) t Creek Plawround 4'-8 3/4" [144.19 cm] 4'-6 1/8" [137.55 cm] ELEVATION VIEW 90029 TOP VIEW 90029 1'-0" [30.48 cm] 2'-6" [76.20 cm] PAGE 4 Attachment A Bid Package Issued June 14, 4'-7 3/4" [141.67 cm] 1/4" [104.81 cm] TYP T-6 13/16" [108.76 cm] TYP nnn nnn / nnn nn nnnnn n nnnnnnn _ nnnnnnn nnnnnnnn \ nnnnn 111DI IFF I 5 SII III 'ID, DDD pip \ nn,nnnnnn ISI SID DSD �D� 00,0 n^n^n^n^n DID ISI �'D III C) O 4'-1" [124.46 cm] / ^n^n^n^n^n ��� 1 �'D I I I '0O p n n n n n > >> > >> p p n n n n >> > >> > 1 0. n nnnnnn ��� �I� ISD DID OHO n O O \nnnnn JDJ J IDD III �� O nnnnnnnn nnnnnnn nnnnnnn nnnnn nnn n nnn nnnn} nn nnn EXISTING UPRIGHTS NOTE: HOLE DEPTHS INDICATED ON ALL PLAN VIEWS ARE MEASURED FROM THE FINISHED SURFACE. SEE ELEVATION VIEW. ALL FOOTING DIMENSIONS ARE BASED ON LEVEL FINISHED SURFACE. CONCRETE REQUIRED: .22 CUBIC YARDS [.17 CUBIC METERS] II II II II 4'-0" [121.92 cm] FINISHED SURFACE RESILIENT SURFACE BRICK OR EQUIVALENT (SUPPLIED BY OTHERS) t Creek Plawround n Page 134 of 322 01'-2" [035.56 cm] DIAMETER x 2'-6" [76.20 cm] DEEP (2 REQ -D) 0l'-6" [045.72 cm] DIAMETER x 2'-6" [76.20 cm] DEEP V IJV V VVlJ U V V V U W �lJ V °+ �u� fl VV VVVV ll V V V V• � � W �uf J l� 3'-1 9/16" [95.41 cm] u ll ,W W� _ 2'- 1/2" [62.23 cm] 0'-11 7/16" [29.05 cm] PLAN VIEW 90030 5'-11" [180.39 cm] t 4'-6 1/8" [137.55 cm] ELEVATION VIEW 90030 11x.1.11/ I —LTM yUUOU 1'-4" [40.64 cm] T2'-6" [76.20 cm] 1'-6" [45.72 cm] PAGE 5 Attachment A age 40 of 131 Bid Package Issued June 14, 2024 7'- 1/4" [214.06 cm] 5-9 3/4" [177.20 cm] TYP 5'-10 11/16" [179.57 cm] TYP / nnn iii rin 1 / � nnn nn nnnnn n `/ nnnnnnn _ nnnnn nnn ��� z�3T�3� 3, 3, 3,� z" 3, � n �J� ��J 1 ,- 3, 3, , ,�� 7�, A �J� J� ,,, 7,, / nnnnnnnnn �J� :DJ "J: 3 "7 ��� 1"1 CJD JD,31 DID 4'-1" [124.46 cm] / ^n�n�n�n�n� �j� j�D �I I I SDI IID SII DID n n n n n � 1 5 I I I 5 / n^nnnnnnn D: DID IJP J�7 jI >>> JVD jI DJD DDD \\ nnnnnnnn"'FFFDD �I >>JDID �J� J�7�>> J�J �I JAI nnnnnnn nnnnnnn nnn nn�5 \ n nnrrfi nn nnn nnnl nn nnnn EXISTING UPRIGHTS NOTE: HOLE DEPTHS INDICATED ON ALL PLAN VIEWS ARE MEASURED FROM THE FINISHED SURFACE. SEE ELEVATION VIEW. ALL FOOTING DIMENSIONS ARE BASED ON LEVEL FINISHED SURFACE. CONCRETE REQUIRED: .22 CUBIC YARDS [.17 CUBIC METERS] II II II II II II 5'-0" [152.40 cm] II II II FINISHED SURFACE I I RESILIENT SURFACE I I L I JJ BRICK OR EQUIVALENT (SUPPLIED BY OTHERS) t Creek Plawround n PLAN VIEW 90031 8'-3 1/2" [252.78 cm] t 4'-6 1/8" [137.55 cm] t ELEVATION VIEW 90031 Page 135 of 322 01'-2" [035.56 cm] DIAMETER x 2'-6" [76.20 cm] DEEP (2 REQ'D) 561'-6" [045.72 cm] DIAMETER x 2'-6" [76.20 cm] DEEP l 1 T-1 9/16" [95.41 cm] 1 — 2'- 1/2" [62.23 cm] 0'-11 7/16" [29.05 cm] i ril �-A1/ 1 =1111 yUU31 1'-0" [30.49 cm] 2'-6" [76.20 cm] ` 1'-6" [451.72 cm] t PAGE 6 Attachment A age 41 of 131 DIMENSIONED) EARTH TO TOP OF BRICK OR EQUIVALENT Bid Package Issued June 14, 2024 "A" 3.9" [10.00 cm] MAX. a ay` MIN. CONCRETE BRICK OR „B„ EQUIVALENT NOTES: -SLOPED FOOTING IS A REQUIREMENT OF EUROPEAN STANDARD EN1176-1 ONLY -SUGGESTED MINIMUM CONCRETE RATING: 3000 PSI t Creek Plawround n Page 136 of 322 DIA."A" (PIPE SIZE) DIA."B" (FOOTING SIZE) 1 1/16" [2.70 cm] 1'-2" [35.56 cm] 1 5/16" [3.33 cm] 1'-2" [35.56 cm] 1 5/8" [4.13 cm] 1'-2" [35.56 cm] 1 7/8" [4.83 cm] 1'-2" [35.56 cm] 2 3/8" [6.03 cm] 1'-2" [35.56 cm] 3 1/2" [8.89 cm] 1'-6" [45.72 cm] 5" [12.70 cm] 1'-6" [45.72cm] SHOCK ABSORBING PROPERTIES OF SURFACING MATERIALS VARY. IF YOU DETERMINE THAT LESS THAN 1'-0" [30.48cm] OF SURFACING IS REQUIRED, MAKE UP THE DIFFERENCE IN ELEVATION WITH EARTH. BEFORE APPLYING SURFACING. FOOTING DETAIL PAGE 7 Attachment A age 42 of 131 INCH 1 2 Bid Package Issu3ed June 14, 2024 4 5 Page 137 o6f 322 1111111111111111111111111 Jill 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111 OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 3/8" LOCK WASHER (817334) 3/8" x 2" P.B.H.C.S. w/PATCH (812055) / 203503 I` OR 203499 NOTE: BOLT SHOULD BE TORQUED FROM 20-25 FT. LBS. FOR PROPER INSTALLATION. 203499 OR 203503 EXISTING UPRIGHT A03650 ALUM. PIN (203568) STEP 1 2 PLACES TAB MUST BE INSTALLED ON FACE OF DECK TAB MUST BE INSTALLED ONTE �� FACE OF DECK T EXISTING I DECK \ r // I \/ 3/8" T -NUT ( 04556) 3/8" x 3/4 P.B.H.C.S. 3/8" FLAT WASHER w/PATCH (812052) (1 1/4" O.D.) (817424) 3/8" LOCK AS (817334) STEP 2 2 PLACES 90029 SHOWN OTHERS SIMILAR REFER TO PARTS LIST FOR PROPER BARRIER WELD ASSEMBLY AND STEP ASSEMBLY NOTE: DO NOT POUR CONCRETE UNTIL ENTIRE STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL. DETAIL VIEW PAGE 8 Sargent Creek Playground Attachment A nstallation Pane 43 nf 131 INCH 1 2 Bid Package Issu3ed June 14, 2024 4 5 Page 138 o6f 322 1111111111111111111111111 Jill 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111 OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 90029 SHOWN OTHERS SIMILAR EXISTING 160670 DECK r� C i i 3/8" T -NUT (804556) 3/8" x 3/4" P.B.H.C.S. w/PATCH (812052) 3/8" FLAT ASHER (1 1/4" O.D.) (817424) 3/8" LOCK ASHER (817334) STEP 3 2 PLACES REFER TO PARTS LIST FOR PROPER BARRIER WELD ASSEMBLY AND STEP ASSEMBLY 203499 OR 203503 I160670 1 3/C. x 1 3/4" P.B.H.C.S. w/PATCH � (812054) 3/8" LOCK ZASHER (817334) NOTE: DO NOT POUR CONCRETE UNTIL ENTIRE STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL. t Creek Plavqround r. DETAIL VIEW 3/8" T -NU (804556) STEP 4 4 PLACES PAGE 9 Attachment A Pane 44 of 131 INCH 1 2 Bid Package Issu3ed June 14, 2024 4 5 Page 139 o6f 322 1111111111111111111111111 Jill 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111 OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 90029 SHOWN OTHERS SIMILAR 1 3/8" FLAT WASHER (1 1/4" O.D.) (817424) 3/8" 1 1 3/8" LOCK WASHER (817334) II \ / I I 3/8" T -NUT (804556) / \ _ 160645 lo, 3/8" x 3/4" P.B.H.C.S. w/PA C (812052) G STEP 6 2 PLACES t Creek Plavqround 1 3/8" LOCK WASHER \��_ // 157034 (817334) 3/8" x 3/4" P.B.H.C.S. STEP 5 / w/PATCH (812052) 3 PLACES REFER TO PARTS LIST FOR PROPER UPRIGHT AND STEP ASSEMBLY NOTE: DO NOT POUR CONCRETE UNTIL ENTIRE STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL. DETAIL VIEW PAGE 10 Attachment A Pane 45 of 131 INCH 1 2 Bid Package Issu3ed June 14, 2024 4 5 Page 140 o6f 322 1111111111111111111111111 Jill 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111 OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 STEP 7 IS FOR 90031 ONLY 3/8" LOCK WASHER (8173\4) 3/8" x 1 3/4" P.B.H.C.S. w/PATCH (812054)\ r I II / II II II \ 203515 / 203519 I 1 I II 1 I \ 160667 3/8" T -N T (804556) lem STEP 7 90031 ONLY 4 PLACES REFER TO PARTS LIST FOR PROPER BARRIER WELD ASSEMBLY AND STEP ASSEMBLY NOTE: DO NOT POUR CONCRETE UNTIL ENTIRE STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL. DETAIL VIEW PAGE 11 Sargent Creek Playground Attachment A nstallation Pane 46 nf 131 Bid Package Issued June 14, 2024 Page 141 of 322 Parts List DESCRIPTION 90029 90030 90031 PART NUMBER RIGHT BARRIER WELD ASSEMBLY 1 0 0 203499 RIGHT BARRIER WELD ASSEMBLY 0 1 0 203507 RIGHT BARRIER WELD ASSEMBLY 0 0 1 203515 LEFT BARRIER WELD ASSEMBLY 1 0 0 203503 LEFT BARRIER WELD ASSEMBLY 0 1 0 203511 LEFT BARRIER WELD ASSEMBLY 0 0 1 203519 STEP ASSY 1 0 0 160670 STEP ASSY 0 1 0 160674 STEP ASSY 0 0 1 160667 COATED PLATFORM 1 1 1 160645 UPRIGHT ASSY 1 0 1 157034 UPRIGHT ASSY 0 1 0 160662 TRU-LOC 2 2 2 A03650 HARDWARE COMPLETE 1 1 0 203565 HARDWARE COMPLETE 0 0 1 210102 3/8" x 3/4" P.B.H.C.S. w/PATCH 9 9 9 812052* 3/8" x 1 3/4" P.B.H.C.S. w/PATCH 4 4 8 812054" 3/8" x 2" P.B.H.C.S. w/PATCH 2 2 2 812055* 3/8" FLAT WASHER (1 1/4" O.D.) 6 6 6 817424* 3/8" LOCK WASHER 15 15 19 817334* 3/8" T -NUT 13 13 17 804556* ALUM. PIN 2 2 2 203568' Unless Otherwise Specified, All Units of Measure are Each * Included in Hardware Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed. Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location. Note: Peen Tee -Nuts and Flatwashers to match radius of pipe after assembly is complete. Note: Loctite (supplied by others) should be used on any non -patch hardware. To reduce the risk of clothing entanglement in compliance with ASTM F1487, any bolt end protruding more that two full threads beyond the face of the nut shall be cut-off flush, filed smooth and treated to prevent corrosion. MAINTENANCE PROCEDURE: - Periodically check hardware for tightness, and tighten as necessary. - Always check all parts for breakage or wear, and immediately put equipment out of service until any faulty parts found are repaired or replaced. - Check all metal parts for rust, paint loss and touch-up if necessary with paint. - Check for welded areas and verify integrity. - Check periodically resilient surfacing for appropriate depth and remove extraneous materials that could cause injury, infection, or disease. - Maintain detailed installation, inspection, maintenance, and repair records for each public -use playground equipment. PAGE 12 Sargent Creek Playground Attachment A Installation Page 47 of 131 POWNSCW6 0-111- A -111-A PLAYCORE company 1-800-235-2440 ISSUED/REVISED: 11/18/2020 Bid Package Issued June 14, 2024 Page 142 of 322 90103 SCHOONER CLIMBER 90107 90108 90109 REFER TO MODULAR EQUIPMENT TOP VIEW FOR CORRECT I I III I ARCHWAY NUMBER %IIII IIIIIIIII I �I III IIIIIIIII I �I111111 ,IIIIIIIII INSTALLATION I II I I I I I I r� J 1111 INSTRUCTIONS I IIIIII11 �A���� 1. Before assembling this equipment, read the enclosed INSTALLER INSTRUCTIONS in the installation booklet; follow all the instructions during installation. 2. Assemble parts as shown in the ASSEMBLY DRAWING. Refer to the assembly details for the specific hardware required in each connection. �� �•j 3. LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE. 4. DO NOT POUR CONCRETE UNTIL ENTIRE STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL. I I I I I I l ASSEMBLY VIEW 5'-0" 90106 SHOWN t Creek Plawround Attachment A 2'-0" 90103 ent is ren age 2'-6" & 3'-0" 90104 3'-6" & 4'-0" 90105 ognedf 90103 9010490105 4'-6" & 5'-0" 90106 5'-6" & 6'-0" 90107 90106 6'-6" & 7'-0" 90108 vision7'-6" & 8'-0" 90109 nded 90107 90108 90109 REFER TO MODULAR EQUIPMENT TOP VIEW FOR CORRECT I I III I ARCHWAY NUMBER %IIII IIIIIIIII I �I III IIIIIIIII I �I111111 ,IIIIIIIII INSTALLATION I II I I I I I I r� J 1111 INSTRUCTIONS I IIIIII11 �A���� 1. Before assembling this equipment, read the enclosed INSTALLER INSTRUCTIONS in the installation booklet; follow all the instructions during installation. 2. Assemble parts as shown in the ASSEMBLY DRAWING. Refer to the assembly details for the specific hardware required in each connection. �� �•j 3. LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE. 4. DO NOT POUR CONCRETE UNTIL ENTIRE STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL. I I I I I I l ASSEMBLY VIEW 5'-0" 90106 SHOWN t Creek Plawround Attachment A Bid Package Issued June 14, 2024 Page 143 of 322 iT I I II I� II II II II �I II I I I I II I� II II II II II II I I I II I� II II II II �I II I I I I II I� II II II II �I II I I Iii 111111 II II�I��I I I IIIIIIIII II II�IIII I 1111111 II IILJJ IL II I I I IIII�IIII II II IIJJ III 2'-0" [60.96 cm] I I I I 2'-6" [76.20 cm] II II II II LJLJ 200473 L J L J 2'-0" DECK HEIGHT 2'-6" DECK HEIGHT 200469 90103 90104 � f'1 T ��IIII IIII�� I III II II II II II II III IIIIIIIII II 1111111 IIIII�IIII II II�IIIII IIIII�IIII II II�IIIII IIIII�II�I I�IIIIIIII I III II II II II II�I��I I I IIIIIIIII II II II III uILI11 I II II II II T-0" [91.44 cm]I I I I T-6" [106.68 cm] II II II II II II II II LJ LJ LJ LJ 3'-0" DECK HEIGHT 200469 3'-6" DECK HEIGHT 200307 90104 90105 DECK HEIGHT ELEVATION t Creek Plawround PAGE 2 Attachment A Bid Package Issued June 14, 2024 Page 144 of 322 iT �IIIII IIIII� I IIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII Illlllllil IIIIIIIII I IIIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIII I IIIIIIIII II II II��I I IIIIIIIIII II II 11111 1 j<<�I ul II II ul I,;,>> j l I►amu I I uiLjj II II II II II II II II 4'-0" [121.92 cm] I I I I 4'-6" [137.16 cm] II II II II II II II II II II II II LJ LJ LJ LJ 4'-0" DECK HEIGHT 200307 4'-6" DECK HEIGHT 200462 9 90106 �r'"IIIII IIIII� I IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIII IIIIIIIIII II II II II IIII I I I Illllllil IIIIIIIII I IIIIIIIII II II IIi�I I IIIIIIIIII IIIIIIIII ((all I I JL)) H--=k II II II II II II II II 5'-0" [152.40 cm] I I I I 5'-6" [167.64 cm] II II II II II II II II II II II II LJ LJ I I I I LJ LJ 5'-0" DECK HEIGHT 200462 5'-6" DECK HEIGHT 200466 90106 90107 DECK HEIGHT PAGE 3 (lent Creek Plawround ELEVATIONS Attachment A Bid Package Issued June 14, 200479 6'-0" DECK HEIGHT 90107 4 Page 145 of 322 1111111111 II I111111 I IIIIIIIII IIIIIIIII I IIIIIIIII IIIIIIIII I IIIIIIIII IIIIIIIII Esu IL II II li it II II 6'-6" [198.12 cm] II II II II II II II II II LJ LJ 6'-6" DECK HEIGHT 90108 I IIIIIIII II 111111 I 1111111/1 111111111 I IIIIIIIII 111111111 I IIIIIIIII IIIIIIIII I liillllll II 1111111 I 1111111111 IIIIIIIII <U �I II 11 �I I��� I I I III 11 II 11 II II II ll I� � I 1 1 Esu II II II II II II II II II II II II li it II II 1 1 1 1 7'-0" [213.36 cm] 1 1 1 1 I I I I I I T-6" [228.60 cm] li it II II I I II II li it II II II II II II LJ II II 7'-0" DECK HEIGHT 200482 I I L J 90108 7'-6" DECK HEIGHT DECK HEIGHT 90109 PAGE 4 nt Creek Plawround ELEVATIONS Attachment A Bid Package Issued June 14, 2024 Page 146 of 322 IIII�IIII Il lljllll I��IIIL IL IIII II II II��I III II II II II II II III I jllllllll Il 11 llll II II II II II II II II 8'-0" [243.84 cm] II II II II II II II II LJ LJ 200482 8'-0" DECK HEIGHT 90109 DECK HEIGHT ELEVATIONS PAGE 5 Sargent Creek Playground Attachment A Installation Page 52 of 131 2'-7 1/2" [80.01 cm] 1'-5 1/2" [44.45 cm] 0'-5" [12.78 cm] TYP 1'-6 3/16" [46.25 cm] CONCRETE REQUIRED: .12 CUBIC YARDS [.09 CUBIC METERS] Bid Package Issued June 14, 2024 01 158359 ELEVATION VIEW 90106 5'-0" SHOWN OTHEFS SIMILAR t Creek Plavqroun 4'-1" [124.46 cm] PLAN VIEW 200462 Page 147 of 322 EXISTING UPRIGHTS T— S61'-2" [035.56 cm] DIAMETER x 2'-6" [76.20 cm] DEEP (2 REQUIRED) 1'-2" [35.56 cm] NOTE: HOLE DEPTHS INDICATED ON ALL GROUND PLANS ARE MEASURED FROM THE FINISHED SURFACE. ALL FOOTING DIMENSIONS ARE BASED ON LEVEL FINISHED SURFACE. 4'-6 1/8" [137.55 cm] 0'-8 1/4" [20.99 cm] TOP VIEW SHED SURFACE 4LIENT SURFACE 2'-6" [76.20 cm] 1'-6" [45.72 cm] BRICK OR EQUIVALENT SUPPLIED BY OTHERS PAGE 6 Attachment A DIMENSIONED) EARTH' TO TOP OF BRICK OR "B" EQUIVALENT NOTES: -SLOPED FOOTING IS A REQUIREMENT OF EUROPEAN STANDARD EN1176-1 ONLY -SUGGESTED MINIMUM CONCRETE RATING: 3000 PSI t Creek Plawround n B4, Package Issued June 14, 2C .9" [10.00 cm] MAX. a ay� MIN. CONCRETE BRICK OR EQUIVALENT DIA."A" (PIPE SIZE) Page (FOOTING SIZE) 1 1/16" [2.70 cm] V-2" [35.56 cm] 1 5/16" [3.33 cm] 1'-2" [35.56 cm] 1 5/8" [4.13 cm] 1'-2" [35.56 cm] 1 7/8" [4.83 cm] 1'-2" [35.56 cm] 2 3/8" [6.03 cm] 1'-2" [35.56 cm] 3 1/2" [8.89 cm] V-6" [45.72 cm] 5" [12.70 cm] V-6" [45.72cm] TRACK RIDE & SWINGS 5" [12.70 cm] 2'-0" [60.96 cm] TREE SCAPE 5" [12.70 cm] 4'-0" [121.92 cm] SHOCK ABSORBING PROPERTIES OF SURFACING MATERIALS VARY. IF YOU DETERMINE THAT LESS THAN V-0" [30.48cm] OF SURFACING IS REQUIRED, MAKE UP THE DIFFERENCE IN ELEVATION WITH EARTH, BEFORE APPLYING SURFACING. FOOTING DETAIL PAGE 7 Attachment A age 54 of 131 INCH 1 2 Bid Package IssLed June 14, 2024 4 5 Page 149 o6f 322 OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 // �// oo 3/8"T -NUT 804556) STEP 2 2 PLACES 3/8" x 2" HEX HEAD BOLT (801007) /ice ENTRYWAY MUST BE INSTALLED PRIOR SP TO ATTACHMENT OF THIS PRODUCT _ 6 1 200307 1 "fIl II III 3/8" FLAT WASHER I II I II li I �/ CJI III (1 1/4" O.D.) (817424) I II I I 1 3/8" LOCK WASHER (817334) 3/8" x 374" P.B.H.C.S. w/PATCH (812052) 200307 200307 e. STEP 1 2 PLACES t Creek Plawround I" HEX NUT (804053) / 3/8" LOCK WASHER (817334) 158359 U NOTE: DO NOT POUR CONCRETE UNTIL ENTIRE STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL. DETAIL VIEW PAGE 8 Attachment A Bid Package Issued June 14, 2024 Page 150 of 322 Parts List DESCRIPTION 90103 90104 90105 90106 90107 90108 90109 PART NUMBER SCHOONER CLIMBER WELD ASSY 1 0 0 0 0 0 0 200473 SCHOONER CLIMBER WELD ASSY 0 1 0 0 0 0 0 200469 SCHOONER CLIMBER WELD ASSY 0 0 1 0 0 0 0 200307 SCHOONER CLIMBER WELD ASSY 0 0 0 1 0 0 0 200462 SCHOONER CLIMBER WELD ASSY 0 0 0 0 1 0 0 200466 SCHOONER CLIMBER WELD ASSY 0 0 0 0 0 1 0 200479 SCHOONER CLIMBER WELD ASSY 0 0 0 0 0 0 1 200482 HARDWARE COMPLETE 1 0 0 0 0 0 0 203664 HARDWARE COMPLETE 0 1 1 1 1 1 1 203665 EXTENSION 0 2 2 2 2 2 2 158359' 3/8" x 3/4" P.B.H.C.S. w/PATCH 2 2 2 2 2 2 2 812052* 3/8" x 2" HEX HEAD BOLT 0 2 2 2 2 2 2 801007* 3/8" LOCK WASHER 2 4 4 4 4 4 4 817334* 3/8" FLAT WASHER (1 1/4" O.D.) 2 2 2 2 2 2 2 817424* 3/8" HEX -NUT 0 2 2 2 2 2 2 804053* 3/8" T -NUT 2 2 2 2 2 2 2 804556* Unless Otherwise Specified, All Units of Measure are Each Included in Hardware Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed. Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location. Note: Peen Tee -Nuts and Flatwashers to match radius of pipe after assembly is complete. Note: Loctite (supplied by others) should be used on any non -patch hardware. To reduce the risk of clothing entanglement in compliance with ASTM F1487, any bolt end protruding more that two full threads beyond the face of the nut shall be cut-off flush, filed smooth and treated to prevent corrosion. MAINTENANCE PROCEDURE: - Periodically check hardware for tightness, and tighten as necessary. - Always check all parts for breakage or wear, and immediately put equipment out of service until any faulty parts found are repaired or replaced. - Check all metal parts for rust, paint loss and touch-up if necessary with paint. - Check for welded areas and verify integrity. - Check periodically resilient surfacing for appropriate depth and remove extraneous materials that could cause injury, infection, or disease. - Maintain detailed installation, inspection, maintenance, and repair records for each public -use playground equipment. PAGE 9 Sargent Creek Playground Attachment A Installation Page 56 of 131 Bid Package Issued June 14, 2024 fmascw Garr�Tirr� A p[p.YCOi1RE company 1-800-235-2440 ISSUED/REVISED: 12/10/2020 Page 151 of 322 90243 CHAIN LINK CLIMBER is recommended ® '. 90243 90244 90245 5'-0" 90245 5'-6" 90246 90247 90248 INSTALLATION INSTRUCTIONS 1. Before assembling this equipment, read the enclosed INSTALLER INSTRUCTIONS in the installation booklet; follow all the instructions during installation. 2. Assemble parts as shown in the ASSEMBLY DRAWING. Refer to the assembly details for the specific hardware required in each connection. A LJ ASSEMBLY DRAWING 90246 SHOWN TOP VIEW 4'-6 1/8" [137.55 cm] 2'-2 1/4" [66.70 cm] T-6", 4'-6", 5-6", 6'-6", T-6", & 8' Sargent Creek Playground Attachment A Installation Page 57 of 131 3'-0" & 3'-6" 90243 OINSTALLATION - DETAIL 4'-0" & 4'-6" 90244 O_ PARTS LIST 535 5'-0" & 5'-6" 90245 REFERENCE Efr 6'-0" & 6'-/6" 90246 OP 7'-0" & 7'—`+ " 90247 This play equipment is designed for children age'I 1 I 8'-0" 90248 is recommended ® '. 90243 90244 90245 5'-0" 90245 5'-6" 90246 90247 90248 INSTALLATION INSTRUCTIONS 1. Before assembling this equipment, read the enclosed INSTALLER INSTRUCTIONS in the installation booklet; follow all the instructions during installation. 2. Assemble parts as shown in the ASSEMBLY DRAWING. Refer to the assembly details for the specific hardware required in each connection. A LJ ASSEMBLY DRAWING 90246 SHOWN TOP VIEW 4'-6 1/8" [137.55 cm] 2'-2 1/4" [66.70 cm] T-6", 4'-6", 5-6", 6'-6", T-6", & 8' Sargent Creek Playground Attachment A Installation Page 57 of 131 EXISTING UPRIGHTS 4- 4'- 1 " -4'-1" [124.46 cm]r i T F \+x 2'-1 3/8" [64.42 cm] _ TYP. [SIU YHGKaCge ISSUeU JUne 14, LUL4 ragr3 IUL OI 3LL V-5 1/8" [43.57 cm] TYP. V-6 9/16" [47.17 cm] V-11 1/16" [58.50 cm] TYP. 0'-11 5/16" [28.66 cm] TYP. 2'-6 5/16" [77.01 cm] TYP. 1 4'-1" [124.46 cm]— i 1'-2" [35.56 cm] x 2'-6" [76.20 cm] DEEP (2 REQUIRED) /- 1 90243, 90244, 90247, & 90248 CONCRETE REQUIRED .12 CUBIC YARDS [.1 CUBIC METERS] EXISTING +� UPRIGHTS 2'-9 11/16" [85.51 cm] GROUND PLANS 2'- 7/16" [62.09 cm] TYP. \ _ 1—I- 90245 & 90246 1'-2" [35.56cm] x 2'-6" [76.20 cm] DEEP (2 REQUIRED) NOTE: HOLE DEPTHS INDICATED ON ALL GROUND PLANS ARE MEASURED FROM THE FINISHED SURFACE. SEE DETAIL 032. ALL FOOTING DIMENSIONS ARE BASED ON LEVEL FINISHED SURFACE. Unless Otherwise Specified, All Units of Measure are Each * Included in Hardware Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed. Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location. Note: Peen Tee -Nuts and Flatwashers to match radius of pipe after assembly is complete. Note: Loctite (supplied by others) should be used on any non -patch hardware. PAGE 2 Sargent Creek Playground Attachment A Installation Page 58 of 131 Parts List REF. DESCRIPTION 90243 90244 90245 90246 90247 90248 PART NUMBER 1 CHAIN LINK CLIMBER ASS'Y 1 0 0 0 0 0 178969 1 CHAIN LINK CLIMBER ASSY 0 1 0 0 0 0 178971 1 CHAIN LINK CLIMBER ASSY 0 0 1 0 0 0 178973 1 CHAIN LINK CLIMBER ASSY 0 0 0 1 0 0 178975 1 CHAIN LINK CLIMBER ASSY 0 0 0 0 1 1 203144 HARDWARE COMPLETE 1 1 1 1 1 0 203660 HARDWARE COMPLETE 0 0 0 0 0 1 203661 3/8" x 1 1/2" P.B.H.C.S. w/PATCH 1 1 1 1 1 1 812053* 3/8" x 2" HEX HEAD BOLT 2 2 2 2 2 2 801007* 3/8" FLAT WASHER 1 1 1 1 1 1 817410* 3/8" LOCK WASHER 2 2 2 2 2 2 817334* 3/8" BARREL NUT 1 1 1 1 1 1 804804* 3/8" HEX NUT 2 1 2 1 2 1 2 1 2 1 2 1 804053* 1.029" O.D. EXTENSION 2 2 2 2 2 0 158359* 1.029" EXTENSION LEGS 14" 0 0 0 0 0 2 137934* Unless Otherwise Specified, All Units of Measure are Each * Included in Hardware Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed. Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location. Note: Peen Tee -Nuts and Flatwashers to match radius of pipe after assembly is complete. Note: Loctite (supplied by others) should be used on any non -patch hardware. PAGE 2 Sargent Creek Playground Attachment A Installation Page 58 of 131 nia YHGKd(ge ISSuea june 14, LUL4 rage I O3 OI 3LL DETAILS -for- 90243-90248 IMPORTANT TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION. NOTE: LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE. NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE -NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. INCH OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 DIMENSIONED) EARTH TO TOP OF BRICK OR EQUIVALENT "A„ 3.9" [10.00 cm] , �MAX. a ay, 45' MIN. CONCRETE BRICK OR „B„ EQUIVALENT NOTES: -SLOPED FOOTING IS A REQUIREMENT OF EUROPEAN STANDARD EN1176-1 ONLY -SUGGESTED MINIMUM CONCRETE RATING: 3000 PSI k OM DIA."A" (PIPE SIZE) DIA."B" (FOOTING SIZE) 1 1/16" [2.70 cm] 1'-2" [35.56 cm] 1 5/16" [3.33 cm] 1'-2" [35.56 cm] 1 5/8" [4.13 cm] 1'-2" [35.56 cm] 1 7/8" [4.83 cm] 1'-2" [35.56 cm] 2 3/8" [6.03 cm] 1'-2" [35.56 cm] 3 1/2" [8.89 cm] 1'-6" [45.72 cm] 5" [12.70 cm] 1'-6" [45.72cm] TRACK RIDE & SWINGS 5" [12.70 cm] 2'-0" [60.96 cm] TREE SCAPE 5" [12.70 cm] 4'-0" [121.92 cm] SHOCK ABSORBING PROPERTIES OF SURFACING MATERIALS VARY. IF YOU DETERMINE THAT LESS THAN V-0" [30.48cm] OF SURFACING IS REQUIRED, 032 MAKE UP THE DIFFERENCE IN ELEVATION WITH EARTH, BEFORE APPLYING SURFACING. LEG BOLT PIPE DIA. REQUIRED 1 5/16" 3/8" x 2" HEX HEAD 3.3 cm 801007 1 5/8" 3/8" x 2 1/2" HEX HEAD [4.1 cm] (801009) 1 7/8" 3/8" x 3" HEX HEAD [4.7 cm] (801011) 2 3/8" 3/8" x 3 1/2" HEX HEAD 6.0 cm 801013 3/8" x 4" HEX HEAD (801015) LEG, SEE CHART FOR SIZE 3/8" HEX NUT (804053) SEE CHART FOR SIZE EXTENSION 3/8" x 1 1/2" P.B.H.C.S. W PATCH (812053) 3/8" FLAT WASHER (817410) CLIMBER 3/8%BA REL NUT (804804) ENCLOSUREI PAGE 3 Sargent Creek Playground Attachment A Installation Page 59 of 131 Bid Package Issued June 14, 2024 fmascw Garr�Tirr� A PIP►YCOFtE company 1-800-235-2440 ISSUED/REVISED: 7/2/21 0 INSTALLATION DETAIL O= PARTS LIST REFERENCE YEARS OLD INSTALLATION 90366 1'-6" THRU 5'-0" 90403 1'-6" THRU 2'-6" 90366 1'-6" THRU 9'-0" 90403 1'-6" THRU 4'-0" INSTRUCTIONS 1. Before assembling this equipment, read the enclosed INSTALLATION INSTRUCTIONS in the installation booklet; follow all the instructions during installation. 2. Assemble parts as shown in the ASSEMBLY DRAWING. Refer to the assembly details for the specific hardware required in each connection. 4'-6 1/8" [137.61 cm] Page 154 of 322 90366 SLOPED FUNNEL CLIMBER BARRIER 90366 GUARDRAIL 90403 i� 4'-6 1/8" [137.55 cm] > tL J ASSEMBLY VIEW TOP VIEW Sargent Creek Playground Attachment A Installation Page 60 of 131 Bid Package Issued June 14, 2024 Nage 155 of 322 4'-1" [124.46 cm] 4'-1" [124.46 cm] 5'-9 5/16" [176.01 cm] EXISTING URIGHT / 4- 4 - if + + + + GROUND PLAN Unless Otherwise Specified, All Units of Measure are Each Included in Hardware Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed. Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location. Note: Peen Tee -Nuts and Flatwashers to match radius of pipe after assembly is complete. PAGE 2 Part Sargent Creek Playground Attachment A Installation Page 61 of 131 s List REF. DESCRIPTION 90366 90403 PART NUMBER 1 RIGHT BARRIER WELD ASSY 1 0 204573 1 RIGHT GUARDRAIL WELD ASSY 0 1 204584 2 LEFT BARRIER WELD ASSY 1 0 204581 2 LEFT GUARDRAIL WELD ASSY 0 1 204586 3 COATED PUNCHED WALKWAY 1 1 179568 4 HDPE STEP 4 4 200687 TRU-LOC 4 4 A03650 HARDWARE COMPLETE 1 1 204588 3/8" x 3/4" P.B.H.C.S. w/PATCH 24 24 812052" 3/8" x 2" P.B.H.C.S. w/PATCH 4 4 812055* 3/8" FLAT WASHER 12 12 817410'` 3/8" FLAT WASHER (1 1/4" O.D.) 12 12 817424* 3/8" LOCK WASHER 16 16 817334* 3/8" TEE NUT 24 24 804556" ALUM. PIN 4 4 203568* Sargent Creek Playground Attachment A Installation Page 61 of 131 nia YBGKd(ge ISSuea june 14, LUL4 rage loo 01 ozz DETAILS -for- 90366 & 90403 IMPORTANT TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION. NOTE: LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE. NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE -NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. INCH OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 3/8" x 3/4" P.B.H.C.S. w/PATCH (812052) 3/8" LOCK WASHER (817334) 3/8" FLAT WASHER (1 1/4" O.D.) (817424) 3/8" T -NUT 031 DECK 3/8" FLAT WASHER 3/8" x 3/4" P.B.H.C.S. (817410) w/PATCH (812052) Q� HDPE STEPT COATED ® I PLATFORM ® ®Co 1®® ® I I I 3/8"TE NUT (804556) 619, Sargent Creek Playground Installation 3/8" T -NUT (804556) DECK Am 3/8" FLAT WASHER (1 1/4" O.D.) (817424) 3/8" LOCK WA (817334) HANDRAIL 3/8" x 3/4" P.B.H.C.S. R w/PATCH (812052) 117 (*=AORZ) UPRIGHT "NOTE: BOLT SHOULD BE TORQUEDFROM 20-25 FT. LBS. FOR PROPER INSTALLTION. 3/8" LOCK WASHER (817334) 3/8" x 2" P.B.H.C.S. w/PATCH (812055) TRU-LOC J RUNG (*03650) ALUM. PIN (203568) 747 PAGE 3 Attachment A Page 62 of 131 PoweiSCOP6 Garr�Tirr� a FOLAYCORE company 1-800-235-2440 ISSUED/REVISED: 09/21/2021 Bid Package Issued June 14, 2024 Page 157 of 322 90367 COASTER 3'-0" 90367 4'-0" & 5'-0" 90368 -� An��n n�nn 0 0R�����J �I I � INSTALLATION INSTRUCTIONS 1. Before assembling this equipment, read the I enclosed INSTALLER INSTRUCTIONS in the J installation booklet; follow all the instructions during installation. 2. Assemble parts as shown in the ASSEMBLY DRAWING. Refer to the assembly details for the specific hardware required in each connection. 3. LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE. 4. DO NOT POUR CONCRETE UNTIL ENTIRE STRUCTURE IS COMPLETELY ASSEMBLED AND LEVrF clent Creek Plavqround ASSEMBLY DRAWING 90367 SHOWN Attachment A anP 63 of 131 Bid Package Issued June 14, 2024 Page 158 of 322 8'-2" [248.92 cm] TYP EXISTING UPRIGHTS ^ ^" ALI 11 V VV V non non v ono UUU ^^^^^^ VVVVVVV o \)^noon vvvvv ^^^^^^ VVVVVVV / "^"^^^^^^ VVVVVVVV 4'-1" [124.46 cm] �� �� �� �� �� �� �� �� TYP o no II �I II II �I �� II �I Iuvuv C "^"^"^(1^ VVV-vu VV \"^^^n — — — — — — — — — — — — — — VVVVV \ ^^^^^^^ VVVVVVV ) ^^^^^^^ VVVVVVV UVU noon^j(�^1p^ VVVVWu V V Ll U ^^ R V J \t/ PLAN VIEW \t/ 90367 8'-2" [248.92 cm] TYP EXISTING UPRIGHTS F- n on VwUU v v v UUU vU OU ^"^" "^"^"" VVVVVVV "n�-n^"^ -_ - ---_ -_ - - - - -_ -_-- - -_ VVVvuvuV nnon UUv ""^Ilon VVVVVVV \ ^^^^^^^^^ -r TIT TT- 1I— tel— �r TITS �T VUVVVVVu % 4'-1" [124.46 cml TYP"o^,^.^.^�I IU UC "^ —11 11— J1—11-11_ll1L JL — �"^^^"-------------- VVVVV AAAA"^" VVVVVVV nnnn I"fl VVVVVVV �1�1�N/I//1�"���l((Allppl" V qV�JVVU V V V'J vv PLAN VIEW 90368 8'-7 1/2" [262.83 cm] 1. t � 4'-6 1/8" [137.55 cm] t TOP VIEW 90637 t Creek Plawround 8'-7 1/2" [262.83 cm] 1. t � 4'-6 1/8" [137.55 cm] t TOP VIEW 90638 PAGE 2 Attachment A INCH 1 2 Bid Package IssLed June 14, 2024 4 5 Page 159 o6f 322 OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 3/8" FLAT WASHER (1 1/4" O.D.) (817424) 3/8" LOCK WASHER (817334) 3/8" x 1" P.B.H.C.S. w/PATCH (812050). t Creek EXISTING DECK 1 \ 165354 \/ STEP 1 ` 8 PLACES \ f `� I IIIII��II (804556) ✓� I I II II lJ NOTE: DO NOT POUR CONCRETE UNTIL ENTIRE STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL. DETAIL VIEW PAGE 3 round Attachment A Bid Package Issued June 14, 2024 Page 160 of 322 Parts List DESCRIPTION 90367 90368 PART NUMBER COASTER CLIMBER LINK ASSEMBLY 1 0 165354 COASTER CLIMBER LINK ASSEMBLY 0 1 165358 HARDWARE COMPLETE 1 1 203891 3/8" x 1" P.B.H.C.S. w/PATCH 8 8 812050* 3/8" FLAT WASHER (1 1/4" O.D.) 8 8 817424 3/8" LOCK WASHER 8 8 817334* 3/8" T -NUT 8 8 804556* Unless Otherwise Specified, All Units of Measure are Each " Included in Hardware Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed. Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location. Note: Peen Tee -Nuts and Flatwashers to match radius of pipe after assembly is complete. Note: Loctite (supplied by others) should be used on any non -patch hardware. To reduce the risk of clothing entanglement in compliance with ASTM F1487, any bolt end protruding more that two full threads beyond the face of the nut shall be cut-off flush, filed smooth and treated to prevent corrosion. MAINTENANCE PROCEDURE: - Periodically check hardware for tightness, and tighten as necessary. - Always check all parts for breakage or wear, and immediately put equipment out of service until any faulty parts found are repaired or replaced. - Check all metal parts for rust, paint loss and touch-up if necessary with paint. - Check for welded areas and verify integrity. - Check periodically resilient surfacing for appropriate depth and remove extraneous materials that could cause injury, infection, or disease. - Maintain detailed installation, inspection, maintenance, and repair records for each public -use playground equipment. PAGE 4 Sargent Creek Playground Attachment A Installation Page 66 of 131 POWNSCW6 Garr�Tirr� A PLAYCORE company 1-800-235-2440 ISSUED/REVISED: 11/12/12 Bid Package Issued June 14, 2024 Page 161 of 322 STAINLESS STEEL STRAIGHT CHUTER SLIDE is recommended 90450 90451 90452 90453 90454 90455 INSTALLATION INSTRUCTIONS 1. Before assembling this equipment, read the enclosed INSTALLER INSTRUCTIONS in the installation booklet; follow all the instructions during installation. 2. Assemble parts as shown in the ASSEMBLY DRAWING. Refer to the assembly details for the specific hardware required in each connection. Sarqent Creek Plavaround n ASSEMBLY DRAWING 90451 SHOWN EXIT HEIGHT CHART -for- 90450 & 90451 3'-0" 90450 OINSTALLATION 747 - DETAIL 4'-0" 90451 O= PARTS LIST 5'-0" 90452 REFERENCE 2 I 6'-0" 90453 This play equipment is J I I / '-0" 90454 designed for children age I I 8'-0" 90455 is recommended 90450 90451 90452 90453 90454 90455 INSTALLATION INSTRUCTIONS 1. Before assembling this equipment, read the enclosed INSTALLER INSTRUCTIONS in the installation booklet; follow all the instructions during installation. 2. Assemble parts as shown in the ASSEMBLY DRAWING. Refer to the assembly details for the specific hardware required in each connection. Sarqent Creek Plavaround n ASSEMBLY DRAWING 90451 SHOWN EXIT HEIGHT CHART -for- 90450 & 90451 STANDARD EXIT HEIGHT from SURFACING ASTM 11" OR LESS CSA 275mm OR LESS EN 200mm OR LESS EXIT HEIGHT CHART -for- 90452 THRU 90455 STANDARD EXIT HEIGHT from SURFACING ASTM 7" TO 15" CSA 175mm TO 380mm EN 350mm OR LESS Attachment A ageage 67 of 131 Bid Package Issued June 14, 2024 6'-3 3/8" [191.52 cm] r l 4'-6 1/8" [137.55 cm] �> 90450 9'-7 1/2" [293.40 cm] r l 4'-6 1/8" [137.55 cm] 90452 12'-7 13/16" [385.67 cm] l 4'-2 1/2" [128.31 cm] �> i 90454 'A' EXISTING UPRIGHTS � + 1 + �11 T T 4'-1" [124.46 cm] if T -�- CONCRETE REQUIRED .12 CUBIC YARDS [.09 CUBIC METERS] Page 162 of 322 7'-5 1/4" [226.75 cm] 1 r l 4'-6 1/8" [137.55 cm] 90451 10'-9 11/16" [329.43 cm] r 4'-6 1/8" [137.55 cm] �> 90453 14'-2 5/16" [432.54 cm] r l 4'-6 1/8" [137.55 cm] 90455 TOP VIEWS FINAL # 'A' DIMENSION 'B' DIMENSION 90450 T-9 3/16" [175.70 cm] 6'-4 3/4" [194.98 cm] 90451 6-10 7/8" [210.50 cm] 7'-5 1/4" [226.81 cm] 90452 9'-1 1/4" [277.38 cm] 9'-6 1/8" [289.96 cm] 90453 10'-3 1/2" [313.74 cm] 10'-7 7/8" [324.91 cm] 90454 12'-5 1/4" [378.94 cm] 12'-8 7/8" [388.23 cm] 90455 13'-8" [416.56 cm] 13'-11 3/8" [425.04 cm] GROUND PLANS t Creek Plawround 3/4" [4U.UU cm] 1/2" [44.45 cm] i 0l'-2" [35.56 cm] x 2'-6" [76.20 cm] DEEP (2 REQUIRED) NOTE: HOLE DEPTHS INDICATED ON ALL GROUND PLANS ARE MEASURED FROM THE FINISHED SURFACE. SEE DETAIL 032. ALL FOOTING DIMENSIONS ARE BASED ON LEVEL FINISHED SURFACE. PAGE 2 Attachment A Bid Package Issued June 14, 2024 Page 163 of 322 REF. Part 90450 90451 90452 90453 90454 90455 PART NUMBER 1 3'-0" SLIDE BEDWAY 1 0 0 0 0 0 162955 1 4'-0" SLIDE BEDWAY 0 1 0 0 0 0 162505 1 5'-0" SLIDE BEDWAY 0 0 1 0 0 0 162979 1 6'-0" SLIDE BEDWAY 0 0 0 1 0 0 162455 1 7'-0" SLIDE BEDWAY 0 0 0 0 1 0 162989 1 8'-0" SLIDE BEDWAY 0 0 0 0 0 1 162537 2 ENTRANCE ENCLOSURE 1 1 1 1 1 1 204175 3 SUPPORT PLATE 1 1 1 1 1 1 168282 4 IN -GROUND EXTENSION 2 2 2 2 2 2 162779 TRU-LOC 2 2 2 2 2 2 A03650 HARDWARE COMPLETE 1 1 1 1 1 1 204185 3/8" x 1" P.B.H.C.S. w/PATCH 4 4 4 4 4 4 812050*1 3/8" x 1 1/4" P.B.H.C.S. w/PATCH 2 2 2 2 2 2 81205 3/8" x 1 1/2" P.B.H.C.S. w/PATCH 2 2 2 2 2 2 812053* 3/8" x 2" P.B.H.C.S. w/PATCH 2 2 2 2 2 2 812055* 3/8" FLAT WASHER (1 1/4" O.D.) 4 4 4 4 4 4 817424" 3/8" FLAT WASHER 6 6 6 6 6 6 817410" 3/8" LOCKWASHER 10 10 10 10 10 10 817334* 3/8" HEX NUT 4 4 4 4 4 4 804053" 3/8" T -NUT 2 2 2 2 2 2 804556" ALUM. PIN 2 2 2 2 2 2 203568" Unless Otherwise Specified, All Units of Measure are Each * Included in Hardware Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed. Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location. Note: Peen Tee -Nuts and Flatwashers to match radius of pipe after assembly is complete. Note: Loctite (supplied by others) should be used on any non -patch hardware. PAGE 3 Sargent Creek Playground Attachment A Installation Page 69 of 131 s List REF. DESCRIPTION 90450 90451 90452 90453 90454 90455 PART NUMBER 1 3'-0" SLIDE BEDWAY 1 0 0 0 0 0 162955 1 4'-0" SLIDE BEDWAY 0 1 0 0 0 0 162505 1 5'-0" SLIDE BEDWAY 0 0 1 0 0 0 162979 1 6'-0" SLIDE BEDWAY 0 0 0 1 0 0 162455 1 7'-0" SLIDE BEDWAY 0 0 0 0 1 0 162989 1 8'-0" SLIDE BEDWAY 0 0 0 0 0 1 162537 2 ENTRANCE ENCLOSURE 1 1 1 1 1 1 204175 3 SUPPORT PLATE 1 1 1 1 1 1 168282 4 IN -GROUND EXTENSION 2 2 2 2 2 2 162779 TRU-LOC 2 2 2 2 2 2 A03650 HARDWARE COMPLETE 1 1 1 1 1 1 204185 3/8" x 1" P.B.H.C.S. w/PATCH 4 4 4 4 4 4 812050*1 3/8" x 1 1/4" P.B.H.C.S. w/PATCH 2 2 2 2 2 2 81205 3/8" x 1 1/2" P.B.H.C.S. w/PATCH 2 2 2 2 2 2 812053* 3/8" x 2" P.B.H.C.S. w/PATCH 2 2 2 2 2 2 812055* 3/8" FLAT WASHER (1 1/4" O.D.) 4 4 4 4 4 4 817424" 3/8" FLAT WASHER 6 6 6 6 6 6 817410" 3/8" LOCKWASHER 10 10 10 10 10 10 817334* 3/8" HEX NUT 4 4 4 4 4 4 804053" 3/8" T -NUT 2 2 2 2 2 2 804556" ALUM. PIN 2 2 2 2 2 2 203568" Bid POETAILeSaft 14, 2024 Page 164 of 322 90450, 90451, 90452, 90453, 90454 & 90455 IMPORTANT TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION. NOTE: LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE. NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE -NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. INCH OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 DIMENSIONED EARTH TO TOP OF BRICK OR EQUIVALENT „A" ;�.9" [10.00 cm] MAX. a d�45' MIN. CONCRETE BRICK OR „B„ EQUIVALENT NOTES: -SLOPED FOOTING IS A REQUIREMENT OF EUROPEAN STANDARD EN1176-1 ONLY -SUGGESTED MINIMUM CONCRETE RATING: 3000 PSI NOTE: AFTER ASSEMBLY IS COMPLETE PEEN T -NUTS TO MATCH RADIUS OF PIPE. 3/8" LOCKWASI (817334) 3/8" x 1 1 P.B.H.C.S. W/� , (812053) DIA."A" (PIPE SIZE) DIA."B" (FOOTING SIZE) 1 1/16" [2.70 cm] 1'-2" [35.56 cm] 1 5/16" [3.33 cm] 1'-2" [35.56 cm] 1 5/8" [4.13 cm] 1'-2" [35.56 cm] 1 7/8" [4.83 cm] 1'-2" [35.56 cm] 2 3/8" [6.03 cm] 1'-2" [35.56 cm] 3 1/2" [8.89 cm] 1'-6" [45.72 cm] 5" [12.70 cm] 1'-6" [45.72cm] TRACK RIDE & SWINGS 5" [12.70 cm] 2'-0" [60.96 cm] TREE SCAPE 5" [12.70 cm] 4'-0" [121.92 cm] SHOCK ABSORBING PROPERTIES OF SURFACING MATERIALS VARY. IF YOU DETERMINE THAT LESS THAN V-0" [30.48cm] OF SURFACING IS REQUIRED, 032 MAKE UP THE DIFFERENCE IN ELEVATION WITH EARTH, BEFORE APPLYING SURFACING. ^EDWAY t Creek n LLV " T -NUT (804556) 167 PAGE 4 round Attachment A Page 70 of 131 Bid POETAILeSaft 14, 2024 Page 165 of 322 90450, 90451, 90452, 90453, 90454 & 90455 IMPORTANT TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION. NOTE: LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE. NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE -NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. INCH OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 SLIDE 3/8" FLAT WASHER )_ DECK (817410 ENCLOSURE 3/8" x 1" P. B. H.C.S. w/PATCH (812050) LOCKWASHER (817334) HEX NUT (804053) 3/8" LOCKWASHER (817334) 3/8" FLA WASHER (1 1/4" O.D.) (817424) 3/8" x 1" P. B. H.C.S. 3/8" FLA WASHER w/PATCH (812050) 3/8" x 1'1 /4" (817410 ) P.B.H.C.S. w/PATCH (812051) 696 UPRIGHT *NOTE: BOLT SHOULD BE TORQUEDFROM 20-25 FT. LBS. FOR PROPER INSTALLTION. 3/8" LOCKWASHER (817334) 3/8" x 2" P.B.H.C.S. w/PATCH (812055) TRU-LOC J RUNG (*03650) ALUM. PIN (203568) (* = A OR Z ) 747 PAGE 5 Sargent Creek Playground Attachment A nstallation Page 71 of 131 POWNSCW6 Garr�Tirr� A PLAYCORE company 1-800-235-2440 ISSUED/REVISED: 11/5/14 0 INSTALLATION DETAIL O= PARTS LIST REFERENCE This play equipment is designed for children age is recommended 90456 90457 90458 90459 90460 90461 Bid Package Issued June 14, 2024 Page 166 of 322 STAINLESS STEEL DOUBLE CHUTER SLIDE X-0" *,-011 51-0„ ✓,-0„ 7'-0" 31—Or, ASSEMBLY DRAWING 90457 SHOWN INSTALLATION INSTRUCTIONS 1. Before assembling this equipment, read the enclosed INSTALLER INSTRUCTIONS in the installation booklet; follow all the instructions during installation. 2. Assemble parts as shown in the ASSEMBLY DRAWING. Refer to the assembly details for the specific hardware required in each connection. Sarqent Creek Plavaround n 90456 90457 90458 90459 90460 90461 EXIT HEIGHT CHART -for- 90456 & 90457 STANDARD EXIT HEIGHT from SURFACING ASTM 11" OR LESS CSA 275mm OR LESS EN 200mm OR LESS EXIT HEIGHT CHART -for- 90458 THRU 90461 STANDARD EXIT HEIGHT from SURFACING ASTM 7" TO 15" CSA 175mm TO 380mm EN 350mm OR LESS Attachment A ageage 72 of 131 Bid Package Issued June 14, 2024 6'-3 3/8" [191.52 cm] r l 4'-6 1/8" [137.55 cm] �> 90456 9'-7 1/2" [293.40 cm] r l 4'-6 1/8" [137.55 cm] 90458 12'-11 7/16" [394.89 cm] r l 4'-6 1/8" [137.55 cm] 90460 'A' EXISTING UPRIGHTS � + 4'-1" [124.46 cm] T � T CONCRETE REQUIRED .18 CUBIC YARDS [.14 CUBIC METERS] 'B' Page 167 of 322 7'-5 1/16" [226.18 cm] r l 4'-6 1/8" [137.55 cm] <i 90457 10'-9 11/16" [329.43 cm] r 4'-6 1/8" [137.55 cm] �> 90459 14'-2 5/16" [432.54 cm] r l 4'-6 1/8" [137.55 cm] �) 90461 TOP VIEWS FINAL # 'A' DIMENSION 'B' DIMENSION 90456 T-9 1/4" [175.88 cm] 6-9 1/8" [206.13 cm] 90457 6'- 10 7/8" [210.54 cm] 7'-9 1/16" [236.42 cm] 90458 9'-1 3/8" [277.76 cm] 9'-9 1/4" [297.86 cm] 90459 10'-3 9/16" [313.79 cm] 10'-10 5/8" [331.71 cm] 90470 12'-5 5/16" [369.25 cm] 12'-11 3/16" [394.20 cm] 90471 13'-8 1/8" [416.90 cm] 14'-1 1/2" [430.55 cm] GROUND PLANS t Creek Plawround 0'-6 5/8" [16.91 cm] 1'-5 7/8" [45.32 cm] 1'-5 7/8" [45.32 cm] 01'-2" [35.56 cm] x 2'-6" [76.20 cm] DEEP (3 REQUIRED) NOTE: HOLE DEPTHS INDICATED ON ALL GROUND PLANS ARE MEASURED FROM THE FINISHED SURFACE. SEE DETAIL 032. ALL FOOTING DIMENSIONS ARE BASED ON LEVEL FINISHED SURFACE. PAGE 2 Attachment A Bid Package Issued June 14, 2024 Page 168 of 322 REF. DESCRIPTION 90456 90457 90458 90459 90460 90461 PART NUMBER 1 3'-0" SLIDE BEDWAY 1 0 0 0 0 0 163050 1 4'-0" SLIDE BEDWAY 0 1 0 0 0 0 163053 1 5'-0" SLIDE BEDWAY 0 0 1 0 0 0 163056 1 6'-0" SLIDE BEDWAY 0 0 0 1 0 0 163059 1 7'-0" SLIDE BEDWAY 0 0 0 0 1 0 163063 1 8'-0" SLIDE BEDWAY 0 0 0 0 0 1 162775 2 SLIDE ENTRY 1 1 1 1 1 1 204170 3 SUPPORT PLATE 1 1 1 1 1 1 168454 4 IN -GROUND EXTENSION 3 3 3 3 3 3 162779 TRU-LOC 2 2 2 2 2 2 A03650 HARDWARE COMPLETE 1 1 1 1 1 1 204179 3/8" x 1" P.B.H.C.S. w/PATCH 3 3 3 3 3 3 812050 3/8" x 1 1/4" P.B.H.C.S. w/PATCH 4 4 4 4 4 4 812051" 3/8" x 1 1/2" P.B.H.C.S. w/PATCH 3 3 3 3 3 3 812053* 3/8" x 2" P.B.H.C.S. w/PATCH 2 2 2 2 2 2 812055" 3/8" FLAT WASHER (1 1/4" O.D.) 4 4 4 4 4 4 817424 3/8" FLAT WASHER 7 7 7 7 7 7 817410" 3/8" LOCKWASHER 12 12 12 12 12 12 817334* 3/8" HEX NUT 4 4 4 4 4 4 804053* 3/8" T -NUT 3 3 3 3 3 3 804556" ALUM. PIN 2 2 2 2 2 2 203568* Unless Otherwise Specified, All Units of Measure are Each * Included in Hardware Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed. Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location. Note: Peen Tee -Nuts and Flatwashers to match radius of pipe after assembly is complete. Note: Loctite (supplied by others) should be used on any non -patch hardware. PAGE 3 Sargent Creek Playground Attachment A Installation Page 74 of 131 Parts List REF. DESCRIPTION 90456 90457 90458 90459 90460 90461 PART NUMBER 1 3'-0" SLIDE BEDWAY 1 0 0 0 0 0 163050 1 4'-0" SLIDE BEDWAY 0 1 0 0 0 0 163053 1 5'-0" SLIDE BEDWAY 0 0 1 0 0 0 163056 1 6'-0" SLIDE BEDWAY 0 0 0 1 0 0 163059 1 7'-0" SLIDE BEDWAY 0 0 0 0 1 0 163063 1 8'-0" SLIDE BEDWAY 0 0 0 0 0 1 162775 2 SLIDE ENTRY 1 1 1 1 1 1 204170 3 SUPPORT PLATE 1 1 1 1 1 1 168454 4 IN -GROUND EXTENSION 3 3 3 3 3 3 162779 TRU-LOC 2 2 2 2 2 2 A03650 HARDWARE COMPLETE 1 1 1 1 1 1 204179 3/8" x 1" P.B.H.C.S. w/PATCH 3 3 3 3 3 3 812050 3/8" x 1 1/4" P.B.H.C.S. w/PATCH 4 4 4 4 4 4 812051" 3/8" x 1 1/2" P.B.H.C.S. w/PATCH 3 3 3 3 3 3 812053* 3/8" x 2" P.B.H.C.S. w/PATCH 2 2 2 2 2 2 812055" 3/8" FLAT WASHER (1 1/4" O.D.) 4 4 4 4 4 4 817424 3/8" FLAT WASHER 7 7 7 7 7 7 817410" 3/8" LOCKWASHER 12 12 12 12 12 12 817334* 3/8" HEX NUT 4 4 4 4 4 4 804053* 3/8" T -NUT 3 3 3 3 3 3 804556" ALUM. PIN 2 2 2 2 2 2 203568* Bid PqETA jLgS Lf f4, 2024 Page 169 of 322 90456, 90457, 90458, 90459, 90460 & 90461 IMPORTANT TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION. NOTE: LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE. NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE -NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. INCH OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 DIMENSIONED EARTH TO TOP OF BRICK OR EQUIVALENT „A" ;�.9" [10.00 cm] MAX. a d�45' MIN. CONCRETE BRICK OR „B„ EQUIVALENT NOTES: -SLOPED FOOTING IS A REQUIREMENT OF EUROPEAN STANDARD EN1176-1 ONLY -SUGGESTED MINIMUM CONCRETE RATING: 3000 PSI 3/8" LOCKWASI (817334) 3/8" x 1 1 P.B. H.C.S. w/. (812053) DIA."A" (PIPE SIZE) DIA."B" (FOOTING SIZE) 1 1/16" [2.70 cm] 1'-2" [35.56 cm] 1 5/16" [3.33 cm] 1'-2" [35.56 cm] 1 5/8" [4.13 cm] 1'-2" [35.56 cm] 1 7/8" [4.83 cm] 1'-2" [35.56 cm] 2 3/8" [6.03 cm] 1'-2" [35.56 cm] 3 1/2" [8.89 cm] 1'-6" [45.72 cm] 5" [12.70 cm] 1'-6" [45.72cm] TRACK RIDE & SWINGS 5" [12.70 cm] 2'-0" [60.96 cm] TREE SCAPE 5" [12.70 cm] 4'-0" [121.92 cm] SHOCK ABSORBING PROPERTIES OF SURFACING MATERIALS VARY. IF YOU DETERMINE THAT LESS THAN V-0" [30.48cm] OF SURFACING IS REQUIRED, 032 MAKE UP THE DIFFERENCE IN ELEVATION WITH EARTH, BEFORE APPLYING SURFACING. t Creek Plavaround n BEDWAY (804556) NOTE: AFTER ASSEMBLY IS COMPLETE PEEN T -NUTS TO MATCH RADIUS OF PIPE. PAGE 4 Attachment A age 75 of 131 Bid PqETA jLgS Lft f4, 2024 Page 170 of 322 90456, 90457, 90458, 90459, 90460 & 90461 IMPORTANT TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION. NOTE: LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE. NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE -NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. INCH OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 3/8" x 1" P. B. H.C.S. DOUBLE SLIDE w/PATCH (812050) 3/8" LOCKWASHER 3/8" FLAT WASHER (817334) NN / (817410) 3/8" FLAT WASHER—, (817410) 3/8" x 1 1/4" P.B.H.C.S. w/PATC (812051) ,,W SUPPORT PLATE _\ '11_�3/8" FLAT WASHER (817410) SLIDE ENTRY X697 3/8" LOCKWASHER (817334) -3/8" x 1" P. B. H.C.S. w/PATCH (812050) 13/8" HEX NUT (804053) —3/8" LOCKWASHER (817334) 3/8" FLAT WASHER (1 1/4" O.D.) (817424) FOR EN COMPLIANCE FILL DECK ANY GAP IN CORNER OF SLIDE WITH SILICON CAULK UPRIGHT *NOTE: BOLT SHOULD BE TORQUEDFROM A OR Z) 20-25 FT. LBS. FOR PROPER INSTALLTION. 3/8" LOCKWASHER (817334) 3/8" x 2" P.B.H.C.S. w/PATCH (812055) TRU-LOCJ RUNG 70/ (*03650) ALUM. PIN (203568) 747 Sargent Creek Playground nstallation PAGE 5 Attachment A age 76 of 131 POWNSCW6 Garr�Tirr� A PLAYCORE company 1-800-235-2440 ISSUED/REVISED: 11/10/20 INSTALLATION INSTRUCTIONS 1. Before assembling this equipment, read the enclosed INSTALLER INSTRUCTIONS in the installation booklet; follow all the instructions during installation. 2. Assemble parts as shown in the ASSEMBLY DRAWING. Refer to the assembly details for the specific hardware required in each connection. 3. LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE. 4. DO NOT POUR CONCRETE UNTIL ENTIRE STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL. t Creek Plawround Bid Package Issued June 14, 2024 Page 171 of 322 90572 SCRAMBLE UP 3'-0" 90572 3'-6" TO 5'-0" 90573 5'-6" & 6'-0" 90574 6'-6" TO 8'-0" 90575 Attachment A Bid Package Issued June 14, 2024 Page 172 of 322 I II II II II II II II III IIII II II II Il ll lliil I IIII II II II II II II III I I II II II II II II II II I I I I II II II II II II I I I I I� II II II II II II �I 1 rim I II II II II II II II II I I I I u�lllA L l II II Ill1�11 I I I ��ll�_�ll�� �... ...�I1 I I I of O 14'-0" [121.92 cm] 3'-O" [91.44 cm] I O 13'-6" [106.68 cm] O LJ LJ L O J r 3'-0" VIEW 90572 204730 3'-6" VIEW 90573 204730 5'-6" 4'-6" VIEW 5'-0" VIEW 90573 204730 90573 204730 t Creek Plawround DECK HEIGHT ELEVATIONS 4'-0" VIEW 90573 204730 n in arl �l viii Iii 111111 II II IIiiI III II II II II III [167.64 cm] i O Li U 5'-6" VIEW 204730 90574 PAGE 2 Attachment A Bid Package Issued June 14, 2024 Page 173 of 322 '--�( 6'-0" VIEW 204730) 90574 ILL)) o 7'-6" [228.60 cm] I O I I LLJ 6'-6" VIEW 90575 204730 � III III Iliilllll Ill lliill l IIIII II II IIIII ll�llll II 7'-6" VIEW 90575 204730 t Creek Plawround 8'-0" VIEW 90575 204730 DECK HEIGHT ELEVATIONS 7'-0" VIEW 204730 90575 PAGE 3 Attachment A Bid Package Issued June 14, 2024 204730 5'-6" [167.64 cm] C2C t Creek 730 I±\ Ll IIVA I ATA 4'-1" [124.46 cm] I II II III II II I III II II II I II II II II III II II II III I II II I III II I III IIIII I III II II II I I LI D>>?>>D� EXISTING -14 I )33:) ;> »»>iii> >>;� UPRIGHTS o 3 33)> »»»» >>DO 1 \� I I 4, � 4 204730 5'-6" [167.64 cm] C2C t Creek 730 I±\ Ll IIVA I ATA II ELEVATION VIEW round Page 174 of 322 4'-6 1/8" [137.55 cm] 0'-5 1/8" [13.08 cm] TOP VIEW IISHED SURFACE SILIENT SURFACE 2'-6" [76.20 cm] 1'-6" [45.72 cm] BRICK OR EQUIVALENT SUPPLIED BY OTHERS PAGE 4 Attachment A I II II III II II I III II II II I II II II II III II II II III I II II I III II I III IIIII I III II II II I I LI II III IIIII III I II II II III I I I 191 -U- I -14 I � o • I I I I o II ELEVATION VIEW round Page 174 of 322 4'-6 1/8" [137.55 cm] 0'-5 1/8" [13.08 cm] TOP VIEW IISHED SURFACE SILIENT SURFACE 2'-6" [76.20 cm] 1'-6" [45.72 cm] BRICK OR EQUIVALENT SUPPLIED BY OTHERS PAGE 4 Attachment A INCH 1 2 Bid Package IssLed June 14, 2024 4 5 Page 175 o6f 322 OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 3/8" T -NUT 3/8" FLAT WASHER (1 1/4" O.D.) (817424) 2 PLACES t Creek Plawround \ / 3/C. x 1 1/4" � P.B.H.C.S. w/PATCH (812051), / 3/8" LOCK WASHER ,(817334) i/8" x 374" P.B.H.C.S. w/PATCH (812052) Lam' :2�0:4730 \,—� STEP 2 3/8" LO K WASHER 6 PLACES (817334) NOTE: DO NOT POUR CONCRETE UNTIL ENTIRE STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL. PAGE 5 DETAIL VIEW Attachment A INCH 1 2 Bid Package IssLed June 14, 2024 4 5 Page 176 o6f 322 OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 3/8" LOCK WASHER (817334) / 3/8" LOCK WASHER / (817334) 3/8" x 3/4" P.B.H.C.S. w/PATCH (812052) --� 3/8" LOCK WASHER+ NN (817334) 3/8 x 1 1/4 P.B.H.C.S. w/PATCH (812051) 3/8" FLAT WA HER / (817410) / 204730 —�� 3/8" BA REL NUT 204732 STEP 4 (804804) 6 PLACES 3/8" x 3/4" P.B.H.C.S. w/PATCH (812052) 3/8" FLAT WASHER (817410) >169702 a \. 20( 4732 i STEP 3 3 PLACES I 3/8" BARREL NUT (804804) NOTE: DO NOT POUR CONCRETE UNTIL ENTIRE STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL. PAGE 6 Sargent Creek Playground DETAIL VIEW Attachment A nstallation Page 82 of 131 Bid Package Issued June 14, 2024 Page 177 of 322 Parts List DESCRIPTION 90572 90573 90574 90575 PART NUMBER SCRAMBLE UP WELD ASSY 1 2 3 4 204730 SCRAMBLE UP HDPE 1 2 3 4 204732 FORMED TAB 1 2 3 4 169702 HARDWARE COMPLETE 1 0 0 0 204736 HARDWARE COMPLETE 0 1 0 0 204737 HARDWARE COMPLETE 0 0 1 0 204738 HARDWARE COMPLETE 0 0 0 1 204739 3/8" x 3/4" P.B.H.C.S. w/PATCH 5 8 11 14 812052* 3/8" x 1 1/4" P.B.H.C.S. w/PATCH 3 6 9 12 812051* 3/8" FLAT WASHER 6 12 9 12 817410* 3/8" FLAT WASHER (1 1/4" O.D.) 2 2 2 2 817424* 3/8" LOCK WASHER 8 14 20 26 817334* 3/8" BARREL NUT 3 6 9 12 804804* 3/8" T -NUT 2 2 2 2 804556* Unless Otherwise Specified, All Units of Measure are Each Included in Hardware Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed. Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location. Note: Peen Tee -Nuts and Flatwashers to match radius of pipe after assembly is complete. Note: Loctite (supplied by others) should be used on any non -patch hardware. To reduce the risk of clothing entanglement in compliance with ASTM F1487, any bolt end protruding more that two full threads beyond the face of the nut shall be cut-off flush, filed smooth and treated to prevent corrosion. MAINTENANCE PROCEDURE: - Periodically check hardware for tightness, and tighten as necessary. - Always check all parts for breakage or wear, and immediately put equipment out of service until any faulty parts found are repaired or replaced. - Check all metal parts for rust, paint loss and touch-up if necessary with paint. - Check for welded areas and verify integrity. - Check periodically resilient surfacing for appropriate depth and remove extraneous materials that could cause injury, infection, or disease. - Maintain detailed installation, inspection, maintenance, and repair records for each public -use playground equipment. PAGE 7 Sargent Creek Playground Attachment A Installation Page 83 of 131 vowwscwe Garr�Tirr�° A PLAYCORE company 1-800-235-2440 ISSUED/REVISED: 5/10/2022 INSTALLATION INSTRUCTIONS 1. Before assembling this equipment, read the enclosed INSTALLER INSTRUCTIONS in the installation booklet; follow all the instructions during installation. 2. Assemble parts as shown in the ASSEMBLY DRAWING. Refer to the assembly details for the specific hardware required in each connection. 3. LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE. 4. DO NOT POUR CONCRETE UNTIL ENTIRE STRUCTURE IS COMPLETELY ASSEMBLED AND LEM,gent Creek Plawround Bid Package Issued June 14, 2024 Page 178 of 322 HOUR GLASS CLIMBER ASSEMBLY VIEW Attachment A Bid Package Issued June 14, 2024 Page 179 of 322 I I111111i1 lilllllll I l llllll�ll Il�llllll I IIIIIIIII IIIIIIIII I I IIIIIIIII II Ii II III 1111111111 IIIIIIIII I I IIIIIIIII IIIIIIIII l 1 RILJL II II JLJI II II Ij jl 3'-6" [106.68 cm] l l I l 4'-0" [121.92 cm] l l I l 11 11 ll Il II II ll Il II II LJ LJ L J I I LLl U LJ T-6" VIEW 4'-0" VIEW 1 ��II� �II�� I I lllllllll Il ll lull l IIIII II it IiII ll 11 l I I I ll II Ilil Ijllll 11 l l 111111111 IIIIIIIII I l IIIIIIIII Il 11 11111 l IIIIIIIII IIIIIIIII I I Illllllll IIIIIIIII l IIIIIIIII IIIIIIIII IL j LJIM lr— —�I II II 11 11 II II 1 1 I 4'-6" [137.16 cm] 5'-0" [152.40 cm]1 1 _ II II II II II II II II II II II II LJ LJ LJ LJ 4'-6" VIEW 5'-0" VIEW PAGE 2 Sargent Creek Playground Attachment A Installation Page 85 of 131 EXISTING UPRIGHT i 4' NOTE: HOLE DEPTHS INDICATED ON ALL PLAN VIEWS ARE MEASURED FROM THE FINISHED SURFACE. SEE ELEVATION VIEW. ALL FOOTING DIMENSIONS ARE BASED ON LEVEL FINISHED SURFACE. J� 3'-6" [106.68 cm] FINISHED SURFACE RESILIENT SURFACEI 2'-6" [76.20 cm] r 1'-6" [45.72 cm] 1 Sargent Creek Playground nstallation Bid Package Issued June 14, 2024 �� II II II II 5-10 11/16" [179.55 cm] 5'-1 3/8" [155.86 cm] TYP 203261 _J ELEVATION VIEW 3'-6" SHOWN Page 180 of 322 0l'-2" [035.56 cm] DIAMETER x 2'-6" [76.20 cm] DEEP (2 REQ'D) 1'-9 1/4" [53.93cm] 1'-1 7/8" [35.24 cm] TYP CONCRETE REQUIRED: .12 CUBIC YARDS [.10 CUBIC METERS] t 4'-6 1/8" [137.55 cm] 5'-8 5/8" [174.36 cm] TOP VIEW 3'-6" SHOWN 203271 BRICK OR EQUIVALENT (SUPPLIED BY OTHERS) PAGE 3 Attachment A Page 86 of 131 EXISTING UPRIGHT [124.46 cm] NOTE: HOLE DEPTHS INDICATED ON ALL PLAN VIEWS ARE MEASURED FROM THE FINISHED SURFACE. SEE ELEVATION VIEW. ALL FOOTING DIMENSIONS ARE BASED ON LEVEL FINISHED SURFACE. 4'-0" [121.92 cm] 2'-6" [76.20 cm] t 1'-6" [45.72 cm FINISHED SURFACE Bid Package Issued June 14, 2024 Page 181 of 322 01'-2" [035.56 cm]DIAMETER x 2'-6" [76.20 cm] DEEP (2 REQ'D) II ISL 1'-9 1/4" [53.93cm] '' 7C — 5'-6 15/16" [170.10 cm] i RESILIENT SURFACE I I ] I j Sargent Creek Playground nstallation 4'-9" [144.84 cm] TYP M. A\. \/.r\A/ It _U JI IVVVIV ELEVATION VIEW 4'-0" SHOWN 203261 1'-1 7/8" [35.24 cm] TYP CONCRETE REQUIRED: .12 CUBIC YARDS [.10 CUBIC METERS] t 4'-6 1/8" [137.55 cm] 5'-4 3/4" [164.53 cm] TOP VIEW 4'-0" SHOWN 203271 BRICK OR EQUIVALENT (SUPPLIED BY OTHERS) PAGE 4 Attachment A age 87 of 131 Bid Package Issued June 14, 2024 EXISTING UPRIGHT—\\41"_ /+ 1 I [124.46 cm] / V NOTE: HOLE DEPTHS INDICATED ON ALL PLAN VIEWS ARE MEASURED FROM THE FINISHED SURFACE. SEE ELEVATION VIEW. ALL FOOTING DIMENSIONS ARE BASED ON LEVEL FINISHED SURFACE. nnnn 5-2 3/8" [158.46 cm] ,nnn nA I n \ gnn 1en, nnn 4'-3 9/16" [130.95 cm] TYP PLAN VIEW 4'-6" SHOWN 4'-6" [137.16 cm] FINISHED SURFACE RESILIENT SURFACE I I 2'-6" [76.20 cm] r 1'-6" [45.72 cm] 1 t Creek Plawround n Page 182 of 322 01'-2" [035.56 cm]DIAMETER x 2'-6" [76.20 cm] DEEP (2 REQ'D) t 1'-9 1/4" [53.93cm] 1'-1 7/8" [35.24 cm] TYP CONCRETE REQUIRED: .12 CUBIC YARDS [.10 CUBIC METERS] t 4'-6 1/8" [137.55 cm] 4'-11 13/16" [151.90 cm] 203261 ELEVATION VIEW 4'-6" SHOWN TOP VIEW 4'-6" SHOWN C UIVALENT (SUPPLIED BY OTHERS) PAGE 5 Attachment A Page 88 of 131 EXISTING UPRIGHT 4'-1" [124.46 cm] / NOTE: HOLE DEPTHS INDICATED ON ALL PLAN VIEWS ARE MEASURED FROM THE FINISHED SURFACE. SEE ELEVATION VIEW. ALL FOOTING DIMENSIONS ARE BASED ON LEVEL FINISHED SURFACE. II II I II I II II II II I� II I II FINISHED SURFACE Bid Package Issued June 14, 2024 5-0" [152.40 cm] 2'-6" [76.20 cm] f 1'-6" [451.72 cm] '\4'-8 11/16" [144.04 3'-8 1/2" [113.08 cm] l.! -V V1 IV V VIM RESILIENT SURFACE I I I I 4J ELEVATION VIEW 51-011 SHOWN Sargent Creek Playground nstallation Page 183 of 322 01'-2" [035.56 cm]DIAMETER x 2'-6" [76.20 cm] DEEP (2 REQ'D) f 1'-9 1/4" [53.93cm] 1'-1 7/8" [35.24 cm] TYP CONCRETE REQUIRED: .12 CUBIC YARDS [.10 CUBIC METERS] 4'-6 1/8" [137.55 cm] 4'-5 1/4" [135.32 cm] TOP VIEW 51-011 SHOWN 203261 203271 BRICK OR EQUIVALENT (SUPPLIED BY OTHERS) PAGE 6 Attachment A age 89 of 131 Bid Package Issued June 14, 2024 Page 184 of 322 SHOCK ABSORBING MATERIAL "A" DIA. "A" (PIPE SIZE) DIA. "B" (FOOTING SIZE) 1'-0" [30.48 cm] VARIES 1 1/16" [2.70 cm] 1 5/16" [3.33 cm] �i �i �i i��%!• 1 5/8" [4.13 cm] 3.9" [10.00 cm] MAX. 1 7/8" [4.83 cm] 45' MIN. 2 3/8" [6.03 cm] ° ' 3 1/2" [8.89 cm] 1'-2" [35.56 cm] 1'-2" [35.56 cm] 1'-2" [35.56 cm] 1'-2" [35.56 cm] 1'-2" [35.56 cm] 1'-6" [45.72 cm] (REFER TO OVERALL ° UNIT GROUND PLAN) a 5" [12.70 cm] ° e __1 1'-6" [45.72cm] e 41* CONCRETE DIMENSIONED EARTH BRICK OR TO TOP OF EQUIVALENT BRICK OR r EQUIVALENT SHOCK ABSORBING PROPERTIES OF SURFACING NOTES: MATERIALS VARY. IF YOU DETERMINE THAT LESS -SLOPED FOOTING IS A REQUIREMENT THAN 1'-0" [30.48cm] OF SURFACING IS REQUIRED, OF EUROPEAN STANDARD EN1176-1 ONLY MAKE UP THE DIFFERENCE IN ELEVATION WITH -SUGGESTED MINIMUM CONCRETE EARTH, BEFORE APPLYING SURFACING. RATING: 3000 PSI FOOTING DETAIL t Creek Plawround n PAGE 7 Attachment A age 90 of 131 INCH 1 2 Bid Package Issu3ed June 14, 2024 4 5 Page 185 o6f 322 1111111111111111111111111 Jill 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111 OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 STEP 1: ATTACH TAB OF --i��i\3/8" T -NU T (804556) CLIMBER ENTRYWAY BARRIER INSIDE OF DECK I \ I 3/8" FLAT WASHER C\ (1 1/4" O.D.) \\ \ (817424) \ 3/8" LOCK WASHER \ (817334) \ 3/8" x 3/4' P.B.H.C.S. w/PATCH (812052) � J K- \ / STEP 2 EXISTING 2 PLACES IIIIr� II I I II I 203261 3/8" LOCK WASHER (817334) 3/8" x 1 1/4" B.H.C.S. w/PATCH (812051) II II w � DETAIL VIEW 203269 DECK STEP 3 2 PLACES NOTE: DO NOT LPOUR LCONCRETE UNTIL ENTIRE STRUC5arge IP r�eKP fTEVQ LoY�ARSEMBLED AND LEVEL. PAGE 8 Attachment A ane 91 of 131 INCH Bid Package Iss ed June 14, 2024 Page 186 of 322 OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 r I Il�llr� IIIIIIIII rlT r� IIIIIIIII III���� 11111111 Ilj�ljlll IE{I II I I I I 203261 I I �/ I I � 203271 II II I I I 1203271 �` II II 203261 3/8" LOCK WASHER Q (817334) 1 1 3/8" x 2" P.B.H.C.S. 1 NOTE: FOOTBUCK TO BE ( 3/8" T -NUT 804556) w/PATCH (812055) I INSTALLED ON INSIDE OF CLIMBER RAILS 1 I 1 1 � 203271 � DETAIL VIEW STEP 4 2 PLACES NOTE: DO NOT POUR CONCRETE UNTIL ENTIRE PAGE 9 STRUCNI%`§ eW�LAS%rY0&§6SEMBLED AND LEVEL. Attachment A Installation Page 92 of 131 Bid Package Issued June 14, 2024 Page 187 of 322 Parts List DESCRIPTION QTY PART NUMBER HOUR GLASS CLIMBER 1 203261 MOUNTING BRACKET 1 203269 FOOTBUCK 2 203271 HARDWARE COMPLETE 1 204811 3/8" x 3/4" P.B.H.C.S. w/PATCH 2 812052' 3/8" x 1 1/4" P.B.H.C.S. w/PATCH 2 812051' 3/8" x 2" P.B.H.C.S. w/PATCH 2 812055' 3/8" FLAT WASHER (1 1/4" O.D.) 2 817424* 3/8" LOCK WASHER 6 817334' 3/8" T -NUT 4 804556* Unless Otherwise Specified, All Units of Measure are Each Included in Hardware Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed. Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location. Note: Peen Tee -Nuts and Flatwashers to match radius of pipe after assembly is complete. Note: Loctite (supplied by others) should be used on any non -patch hardware. To reduce the risk of clothing entanglement in compliance with ASTM F1487, any bolt end protruding more that two full threads beyond the face of the nut shall be cut-off flush, filed smooth and treated to prevent corrosion. MAINTENANCE PROCEDURE: - Periodically check hardware for tightness, and tighten as necessary. - Always check all parts for breakage or wear, and immediately put equipment out of service until any faulty parts found are repaired or replaced. - Check all metal parts for rust, paint loss and touch-up if necessary with paint. - Check for welded areas and verify integrity. - Check periodically resilient surfacing for appropriate depth and remove extraneous materials that could cause injury, infection, or disease. - Maintain detailed installation, inspection, maintenance, and repair records for each public -use playground equipment. PAGE 10 Sargent Creek Playground Attachment A Installation Page 93 of 131 POWNSCW6 Garr�Tirr� A PLAYCORE company 1-800-235-2440 ISSUED/REVISED: 10/21/2020 INSTALLATION INSTRUCTIONS Bid Package Issued June 14, 2024 Page 188 of 322 90750 BUTTERFLY CLIMBER REFER TO MODULAR EQUIPMENT TOP VIEW FOR CORRECT ENRTYWAY NUMBER. ENRTYWAY MUST BE INSTALLED PRIOR TO ATTACHMENT OF THIS PRODUCT. 6T1T� IIIIIIIII � r_� a 1. Before assembling this equipment, read the enclosed INSTALLER INSTRUCTIONS in the installation booklet; follow all the instructions during installation. 2. Assemble parts as shown in the ASSEMBLY DRAWING. Refer to the assembly details for the specific hardware required in each connection. 3. LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE. 4. DO NOT POUR CONCRETE UNTIL ENTIRE STRUCTURE IS COMPLETELY ASSEMBLED AND Lq%ent Creek Plavqround ASSEMBLY VIEW Attachment A Bid Package Issued June 14, 2024 Illljllll Il lljllll Ijjllllll Il 11 lljjl IIS �I II li it II I� �I n n X-0" VIEW s �� j�� k I III II II II Il llljlll I III II II II II II II ID LJ Ilk -; . ,..: Li X-6" VIEW 4'-6" VIEW Sargent Creek Playground nstallation 4'-6" [137.16 cm] �I �J Page 189 of 322 4'-0" VIEW I III III II Il lljjlll l I III II II II II II II III I III II IIIA illlll��l 5'-0" [152.40 cm] II I� L� DECK HEIGHT ELEVATIONS 5'-0" VIEW PAGE 2 Attachment A age 95 of 131 Bid Package Issued June 14, 2024 EXISTING UPRIGHTS + �1 T • nn nen !j MA � 4'-1" [124.46 cm] NOTE: HOLE DEPTHS INDICATED ON ALL PLAN VIEWS ARE MEASURED FROM THE FINISHED SURFACE. SEE ELEVATION VIEW. ALL FOOTING DIMENSIONS ARE BASED ON LEVEL FINISHED SURFACE. 4'-0" [121.92 cm] FINISHED RESILIENT PLAN VIEW Page 190 of 322 / 1'-5 15/16" [45.52 cm] 2'-7 3/16" [79.15 cm] O1'-2" [035.56 cm] DIAMETER x 2'-6" [76.20 cm] DEEP (2 PLCS) CONCRETE REQUIRED: .12 CUBIC YARDS [.10 CUBIC METERS] DECK HEIGHT 'A' 'B' 3'-0" 4'-10 7/16" [148.36cm] T-1 11/16" [156.73cm] 3'-6" 4'-6 9/16" [138.51cm] 4'-10 1/8" [147.58cm] 4'-0" 4'-1 5/8" [126.03cm] 4'-5 9/16" [135.98cm] 4'-6" T-7 5/16" [110.00cm] T-11 3/4" [121.24 cm] 5'-0" 2'-10 13/16" [88.48cm] 3'-4 3/16" [102.12cm] BRICK OR EQUIVALENT—/ (SUPPLIED BY OTHERS) t Creek Plawround ELEVATION VIEW 4'-0" SHOWN OTHERS SIMILAR 0 cm] PAGE 3 Attachment A Bid Package Issued June 14, 2024 Page 191 of 322 7 4'-6 1/8" [137.55 cm] 'f 4'-6 1/8" [137.55 cm] 4'-6 1/8" [137.55 cm] 6'-6 1/16" [198.31 cm] 6-3 5/16" [191.26 cm] 5-11 7/16" [181.43 cm] 3'-0" VIEW 4'-6 1/8" [137.55 cm] 5-6 1/8" [167.91 cm] ---- 4'-6" VIEW DIMENSIONED) EARTH TO TOP OF BRICK OR EQUIVALENT 3'-6" VIEW 4'-0" VIEW - 4'-6 1/8" [137.55 cm] � L 4'-10 9/16" [148.78 cm] TI P VIFWS "A" r ri rr rr rr rr rrri cirri r 3.9" [10.00 cm] r MAX. 45' MIN. CONCRETE -'--BRICK OR „B„ EQUIVALENT NOTES: -SLOPED FOOTING IS A REQUIREMENT OF EUROPEAN STANDARD EN1176-1 ONLY -SUGGESTED MINIMUM CONCRETE RATING: 3000 PSI t Creek Plawround n 5'-0" VIEW DIA."A" (PIPE SIZE) DIA."B" (FOOTING SIZE) 1 1/16" [2.70 cm] 1'-2" [35.56 cm] 1 5/16" [3.33 cm] 1'-2" [35.56 cm] 1 5/8" [4.13 cm] 1'-2" [35.56 cm] 1 7/8" [4.83 cm] 1'-2" [35.56 cm] 2 3/8" [6.03 cm] 1'-2" [35.56 cm] 3 1/2" [8.89 cm] 1'-6" [45.72 cm] 5" [12.70 cm] 1'-6" [45.72cm] SHOCK ABSORBING PROPERTIES OF SURFACING MATERIALS VARY. IF YOU DETERMINE THAT LESS THAN 1'-0" [30.48cm] OF SURFACING IS REQUIRED, MAKE UP THE DIFFERENCE IN ELEVATION WITH EARTH, BEFORE APPLYING SURFACING. FOOTING DETAIL PAGE 4 Attachment A age 97 of 131 INCH 1 2 Bid Package Issu3ed June 14, 2024 4 5 Page 192 o6f 322 1111111111111111111111111 Jill 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111 OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 EXISTING DECK 3/8" x 1" P.B.H.C.S. w/PATCH (812050) 3/8" LOCK WASHER (817334) 203010 208223) �J t Creek Plavqround G UT (804556) -3/8" FLAT WASHER (1 1/4" O.D.) (817424) STEP 1 2 PLACES 3/8" LOCK WASHER !� (817334) 3/8" x 1 1/4" / P.B.H.C.S. w/PATCH (812051) I 203010 F 208223 STEP 2 2 PLACES NOTE: DO NOT POUR CONCRETE UNTIL ENTIRE STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL. DETAIL VIEW PAGE 5 Attachment A Pane 98 of 131 INCH 1 2 Bid Package Issu3ed June 14, 2024 4 5 Page 193 o6f 322 1111111111111111111111111 Jill 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111 OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 3/8" FLAT WASHE (817410) 3/8" x 1 3/4' P.B.H.C.S. w/PP (812054) 3/8" (817334) 207959 � OR 207958 OR 207957 t Creek Plavqround �� \\ —moi STEP 4 22 PLACES I I I / / X7959 I 1 _ I L 3/8" T -NUT (804556) 1 I I 3/8" LOCK WASHER (817334) 3/8" x 2" P.B.H.C.S. w/PATCH (812055) 208223 1 207934 / / (804556) STEP 3 2 PLACES NOTE: FOOTBUCK MUST ATTACH TO OUTSIDE OF BUTTERFLY CLIMBER NOTE: DO NOT POUR CONCRETE UNTIL ENTIRE STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL. 11111:1111 x_11IVAI ATA PAGE 6 Attachment A ane 99 of 131 INCH 1 2 Bid Package Issu3ed June 14, 2024 4 5 Page 194 o6f 322 1111111111111111111111111 Jill 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111 OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 3/8" LOCK WASHE (817334) 3/8" x 1 1/2"--- P.B.H.C.S. w/PATCH (812053) 207959 I res 208223 \ 3/8" FLAT WASHER - \ (817410) 3/8" T -N STEP 5 PLACES t Creek Plavqround (804556) NOTE: DO NOT POUR CONCRETE UNTIL ENTIRE STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL. DETAIL VIEW PAGE 7 Attachment A Bid Package Issued June 14, 2024 Page 195 of 322 Parts List DESCRIPTION QTY PART NUMBER BUTTERFLY CLIMBER WELDMENT 1 208223 MOUNTING BRACKET WELD ASSY 1 203010 BUTTERFLY MIDDLE HPL 2 207957 BUTTERFLY TAIL HPL 2 207958 BUTTERFLY TIP HPL 2 207959 FOOTBUCK 2 207934 HARDWARE COMPLETE 1 207990 3/8" x 1" P.B.H.C.S. w/PATCH 2 812050" 3/8" x 1 1/4" P.B.H.C.S. w/PATCH 2 812051* 3/8" x 1 1/2" P.B.H.C.S. w/PATCH 2 812053" 3/8" x 1 3/4" P.B.H.C.S. w/PATCH 22 812054* 3/8" x 2" P.B.H.C.S. w/PATCH 2 812055" 3/8" FLAT WASHER (1 1/4" O.D.) 2 817424 3/8" FLAT WASHER 24 817410" 3/8" LOCK WASHER 30 817334 3/8" T -NUT 28 804556* Unless Otherwise Specified, All Units of Measure are Each Included in Hardware Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed. Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location. Note: Peen Tee -Nuts and Flatwashers to match radius of pipe after assembly is complete. Note: Loctite (supplied by others) should be used on any non -patch hardware. To reduce the risk of clothing entanglement in compliance with ASTM F1487, any bolt end protruding more that two full threads beyond the face of the nut shall be cut-off flush, filed smooth and treated to prevent corrosion. MAINTENANCE PROCEDURE: - Periodically check hardware for tightness, and tighten as necessary. - Always check all parts for breakage or wear, and immediately put equipment out of service until any faulty parts found are repaired or replaced. - Check all metal parts for rust, paint loss and touch-up if necessary with paint. - Check for welded areas and verify integrity. - Check periodically resilient surfacing for appropriate depth and remove extraneous materials that could cause injury, infection, or disease. - Maintain detailed installation, inspection, maintenance, and repair records for each public -use playground equipment. PAGE 8 Sargent Creek Playground Attachment A Installation Page 101 of 131 vowwscwe Garr�Tirr� A PLAYCORB company 1-800-235-2440 ISSUED/REVISED: 10/04/13 0 INSTALLATION DETAIL O= PARTS LIST REFERENCE This play equipment is designed for children age is recommended INSTALLATION INSTRUCTIONS 1. Before assembling this equipment, read the enclosed INSTALLER INSTRUCTIONS in the installation booklet; follow all the instructions during installation. 2. Assemble parts as shown in the ASSEMBLY DRAWING. Refer to the assembly details for the specific hardware required in each connection. t Creek Plavqround Bid Package Issued June 14, 2024 Page 196 of 322 91010 ARCHWAY W/SOCKET 3D OWE! ASSEMBLY VIEW 0'-7 1/2" [19.03 cm] 4'-6 1/8" [137.55 cm] TOP VIEW Attachment A Bid Package Issued June 14, 2024 Page 197 of 322 Parts List REF. DESCRIPTION QTY PART NUMBER 1 ARCHWAY w/SOCKET 3D 1 206345 2 TRIM 2 207401 3 TRU-LOC 2 203650 HARDWARE COMPLETE 1 205367 3/8" x 3/4" P.B.H.C.S. w/PATCH 2 812052" 3/8" x 2" P.B.H.C.S. w/PATCH 2 812055* 3/8" LOCKWASHER 4 817334* 3/8" FLAT WASHER (1 1/4" O.D.) 2 817424* 3/8" T -NUT 2 804556" ALUM. PIN 2 203568* 1/4" FLAT WASHER (5/8" O.D.) 10 817408* 1/4" CHERRY -MATE RIVET 10 135499* Unless Otherwise Specified, All Units of Measure are Each * Included in Hardware Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed. Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location. Note: Peen Tee -Nuts and Flatwashers to match radius of pipe after assembly is complete. Note: Loctite (supplied by others) should be used on any non -patch hardware. PAGE 2 Sargent Creek Playground Attachment A Installation Page 103 of 131 Bid POETAILeSaft 14, 2024 Page 198 of 322 91010 IMPORTANT TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION. NOTE: LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE. NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE-NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. INCH IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ENCLOSURE *NOTE: BOLT SHOULD BE TORQUEDFROM DECK 20-25 FT. LBS. FOR 3/8" T-NUT (804556) PROPER INSTALLTION. ® 3/8" FLAT WASHER (1 1/4" O.D.) (817424) 3/8" LOCKWA HER (* = A OR Z ) (817334) 3/8" x 3/4' P.B.H.C.S. 747 w/PATCH (812052) 087 UPRIGHT 3/8" LOCKWASHER (817334) 3/8" x 2" P.B.H.C.S. w/PATCH (812055) TRU -LOC RUNG (*03650) ALUM. PIN (203568) PAGE 3 Sargent Creek Playground Attachment A Installation Page 104 of 131 Bid POETAILeSaft 14, 2024 Page 199 of 322 91010 IMPORTANT TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION. NOTE: LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE. NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE -NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. INCH OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1/4" FLAT Wi (5/8" O.D.) (8 (135499 HDPE TRIM (135499 SLEEVE) L: HDPE TRIM PIECES ,LWAYS BE PLACED I u I r r- OUTSIDE FACE OF THE COMPONENT. 4 NOTE 2: STEM SIDE OF RIVET MUST ALWAYS BE ON METAL SIDE OF THE COMPONENT. FLUSH SIDE OF RIVET MUST ALWAYS BE ON THE HDPE SIDE OF COMPONENT. PAGE 4 t Creek Plawround Attachment A Bid Package Issued June 14, 2024 fmascw Garr�Tirr�® A IPLAYCORE company 1-800-235-2440 ISSUED/REVISED: 9/27/2023 Page 200 of 322 91097 DOUBLE BUBBLE CLIMBER This playequi ment REFER TO MODULAR EQUIPMENT TOP VIEW 4'-0" THRU 5'-0" 91097 isdesignedpfor FOR CORRECT ENRTYWAY NUMBER. 51-6" THRU 6v-6" 91100 CHILDREN ENRTYWAY MUST BE INSTALLED PRIOR 7'-0" THRU 8'-0" 91103 TO ATTACHMENT OF THIS PRODUCT. I 1 (EARS OLD �frRff 1 Adult supervision is recommended 1 �E, ���1111 Illliill 1 rlllll�l-��IIII;; I 9 �9 r „ 205559 INSTALLATION INSTRUCTIONS 203269 1 1 II II � II � II II 11 1 1. Before assembling this equipment, read the enclosed INSTALLER INSTRUCTIONS in the installation booklet; follow all the instructions during installation. 2. Assemble parts as shown in the ASSEMBLY DRAWING. Refer to the assembly details for the specific hardware required in each connection. 3. LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE. 4. DO NOT POUR CONCRETE UNTIL ENTIRE STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL. ASSEMBLY VIEW 91100 SHOWN (203271 Sargent Creek Playground Attachment A Installation Page 106 of 131 rJ�II VIII I I VIII � I��IIIIII IIIIII��I JLJL JLJJ �I II 4'-0" [122.82 cm] IIII LJ LJ 4'-0" VIEW 91097 7'-0" 5'-6" VIEW 91100 [SIU YHGKaCge ISSUeU JUne 14, LVL4 4'-6" VIEW 91097 I VIII I I VIII I I llJlJl II II JIJI]l I I II II II II 6'-0" [182.99 cm] II II II II LJ LJ 7'-6" 6'-0" VIEW 91100 �llJL1� II• I II [228.60 cm] I II II LJ IIIIIIIII II II II I II II LJ 7'-0" VIEW 7'-6" VIEW 91103 91103 DECK HEIGHT ELEVATIONS Sargent Creek Playground Installation FARIMIll 5'-0" VIEW 91097 E-00 6'-6" VIEW 91100 �J�II I VIII I u�iil II I I I I I I [243.97 cm] I I I I 8'-0" VIEW 91103 PAGE 2 Attachment A Page 107 of 131 4'-1" [124.46 cm] [SIU YHGKaCge ISSUeU JUne 14, LUL4 01 / cin nnn nnn nnn nnn nnc� I / nnnnnnn ��L— \ nnnnn r -7 r` r - > nnn n �nr,)nn rr))n� n / ^nnnnnnnnn I nnnnnnnnn _ ncni nnnnn _ \ nnnnnnnndl r �r nnnnn � � nnn n� I nnn nnn nn nnn nnnnn CONCRETE REQUIRED: .19 CUBIC YARDS [.15 CUBIC METERS] PLAN VIEW LUL UI 3LL 01'-2" [035.56 cm] DIAMETER x T-0" [91.44 cm] 2'-6" [76.20 cm] DEEP (1 REQ'D) 2'-11 1/2" [90.13 cm] --r V-1 1/2" [34.30 cm] NOTE: HOLE DEPTHS INDICATED ON ALL PLAN VIEWS ARE MEASURED FROM THE FINISHED SURFACE. SEE ELEVATION VIEW. ALL FOOTING DIMENSIONS ARE BASED ON LEVEL FINISHED SURFACE. TABLE PRODUCT # DECK HEIGHT 'A' 'B' 4'-0" 3'-8" [111.25 cm] 3'-10" [116.43 cm] 91097 4'-6" 2'-11 1/2" [90.73 cm] 3'-2" [97.00 cm] 5'-0" 1'-11 1/2" [59.96 cm] 2'-3" [69.09 cm] 5'-6" 4'-11 1/2" [150.70 cm] 5'-1" [154.56 cm] 91100 6'-0" 4'-3" [129.90 cm] 4'-5" [134.36 cm] 6'-6" 3'-5" [103.89 cm] 3'-7" [109.41 cm] 7'-0" 4'-6" [137.42 cm] 4'-8" [141.65 cm] 91103 7'-6" 3'-6 1/2" [107.35 cm] 3'-8 1/2" [112.71 cm] 8'-0" 2'-1 1/2" [64.55 cm] 2'-5" [73.11 cm] PAGE 3 Sargent Creek Playground Attachment A Installation Page 108 of 131 4'- 15/16" [124.36 cm] 4'-6 1/8" [137.55 cm] : It t 11 =I 91097 4'-0" DECK 5-4 5/8" [164.11 cm] 4'-6 1/8" [137.55 cm] 91100 5'-6" DECK 4'-10 15/16" [149.65 cm] 4'-6 1/8" [137.55 cm] 91103 7'-0" DECK [SIU YHGKaCge ISSUeU JUne 14, LVL4 3'4 7/16" [102.69 cm] 4'-6 1/8" [137.55 cm] 91097 4'-6" DECK 4'-8 1/8" [142.48 cm] 4'-6 1/8" [137.55 cm] 91100 6'-0" DECK 3'-10 11/16" [118.52 cm] AAAA 4'-6 1/8" [137.55 cm] 91103 7'-6" DECK TOP VIEWS 2'-4 1/2" [72.37 cm] 4'-6 1/8" [137.55 cm] 91097 5'-0" DECK 3'-8 1/2" [112.98 cm] 4'-6 1/8" [137.55 cm] 91100 6'-6" DECK 2'-7 1/2" [80.04 cm] 4'-6 1/8" [137.55 cm] 91103 8'-0" DECK PAGE 4 Sargent Creek Playground Attachment A Installation Page 109 of 131 [SIU YHUKd(ge ISSUeU JUne 14, LUL4 rage LU4 UI 3LL I� 4'-0" [121.92 cm] FINISHED SURFACE RESILIENT SURFACE 2'-6" [76.20 cm] 1'-6" [45.72 cm] DIMENSIONED) EARTH TO TOP OF BRICK OR EQUIVALENT "A" 205548 ELEVATION VIEW 4'-0" SHOWN OTHERS SIMILAR 9" [10.00 cm] MAX. a e�` MIN. CONCRETE BRICK OR „B„ EQUIVALENT NOTES: -SLOPED FOOTING IS A REQUIREMENT OF EUROPEAN STANDARD EN1176-1 ONLY -SUGGESTED MINIMUM CONCRETE RATING: 3000 PSI 203271 BRICK OR EQUIVALENT (SUPPLIED BY OTHERS) DIA."A" (PIPE SIZE) DIA."B" (FOOTING SIZE) 1 1/16" [2.70 cm] 1'-2" [35.56 cm] 1 5/16" [3.33 cm] 1'-2" [35.56 cm] 1 5/8" [4.13 cm] 1'-2" [35.56 cm] 1 7/8" [4.83 cm] 1'-2" [35.56 cm] 2 3/8" [6.03 cm] 1'-2" [35.56 cm] 3 1/2" [8.89 cm] 1'-6" [45.72 cm] 5" [12.70 cm] 1'-6" [45.72cm] SHOCK ABSORBING PROPERTIES OF SURFACING MATERIALS VARY. IF YOU DETERMINE THAT LESS THAN V-0" [30.48cm] OF SURFACING IS REQUIRED, MAKE UP THE DIFFERENCE IN ELEVATION WITH EARTH, BEFORE APPLYING SURFACING. FOOTING DETAIL PAGE 5 Sargent Creek Playground Attachment A Installation Page 110 of 131 MU P-aCKage IssueU jure 14, LUL4 INCH C4�FZtlFZi OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 EXISTING DECK STEP 1 INSERT TAB OF ENTRYWAY BARRIER EXISTING INTO SLOT OF DECK ENTRYWAY BARRIER �L 1 �� _ 203269 �oil � 0 3/8" x 3/4"/ P.B.H.C.S. w/PATCH /3/8" T (812052) _ 3/8" FLAT WASHER 3/8" LOCK WASHER STEP 2 (1 1/4" O.D.) (817334) 2 PLACES (817424) 203269 1 / I I ' 3/8" x 1 1/4" "� P.B.H.C.S. w/PATCH (812051) 3/8 LOCK ASHER / (817334) / (804556) P STEP 3 2 PLACES NOTE: DO NOT POUR CONCRETE UNTIL ENTIRE STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL. DETAIL VIEW P,jGE 6 Sargent Creek Playground Attachment A Installation Page 111 of 131 [SIU YHGKaCge ISSUeU JUne 14, LUL4 INCH C4RiItlF1/I OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 i i / 3/8" FLAT WASHER / (1 1/4" O.D.) (817424) / 3/8" LOCK WASHER ' (817334 3/8 x 13/4" P.B.H.C.S. w/PATCH 1 (812054) 205567 OR 205559 OR 205548 �1 205548 OR 205559 OR _ 205567 1 203271 \3/8" T -NUT (804556) 1 STEP 3 2 PLACES DETAIL VIEW NOTE: DO NOT POUR CONCRETE UNTIL ENTIRE STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL. PAGE 7 Sargent Creek Playground Attachment A Installation Page 112 of 131 Bid Package Issued June 14, 2024 Nage 207 of 322 Parts List DESCRIPTION 91097 91100 91103 PART NUMBER CLIMBER WELD ASSY 1 0 0 205548 CLIMBER WELD ASSY 0 1 0 205559 CLIMBER WELD ASSY 0 0 1 205567 MOUNTING BRACKET 1 1 1 203269 FOOTBUCK 2 2 2 203271 HARDWARE COMPLETE 1 1 1 205705 3/8" x 3/4" P.B.H.C.S. w/PATCH 2 2 2 812052* 3/8" x 1 1/4" P.B.H.C.S. w/PATCH 2 2 2 812051* 3/8" x 1 3/4" P.B.H.C.S. w/PATCH 2 2 2 812054* 3/8" LOCK WASHER 6 6 6 817334" 3/8" FLAT WASHER (1 1/4" O.D.) 4 4 4 817424* 3/8" T -NUT 4 4 4 804556* Unless Otherwise Specified, All Units of Measure are Each * Included in Hardware Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed. Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location. Note: Peen Tee -Nuts and Flatwashers to match radius of pipe after assembly is complete. Note: Loctite (supplied by others) should be used on any non -patch hardware. To reduce the risk of clothing entanglement in compliance with ASTM F1487, any bolt end protruding more that two full threads beyond the face of the nut shall be cut-off flush, filed smooth and treated to prevent corrosion. MAINTENANCE PROCEDURE: - Periodically check hardware for tightness, and tighten as necessary. - Always check all parts for breakage or wear, and immediately put equipment out of service until any faulty parts found are repaired or replaced. - Check all metal parts for rust, paint loss and touch-up if necessary with paint. - Check for welded areas and verify integrity. - Check periodically resilient surfacing for appropriate depth and remove extraneous materials that could cause injury, infection, or disease. - Maintain detailed installation, inspection, maintenance, and repair records for each public -use playground equipment. PAGE 8 Sargent Creek Playground Attachment A Installation Page 113 of 131 POWNSCW6 0-111— A -111—A PLAYCORE company 1-800-235-2440 ISSUED/REVISED: 09/14/20 This play equipment is designed for children age Bid Package Issued June 14, 2024 A03650 is recommended '— INSTALLATION INSTRUCTIONS Fes" 206492 1. Before assembling this equipment, read the enclosed INSTALLER INSTRUCTIONS in the installation booklet; follow all the instructions during installation. 2. Assemble parts as shown in the ASSEMBLY DRAWING. Refer to the assembly details for the specific hardware required in each connection. 3. LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE. 4. DO NOT POUR CONCRETE UNTIL ENTIRE STRUCTURE IS COMPLETELY ASSEMBLED l J AND LEVEL. _ 206488 a 206492 ASSEMBLY VIEW 0'-5 5/16" [13.50 cm] 4'-6 1/8" [137.55 cm]� TOP VIEW t Creek Plavqround Page 208 of 322 91137 ENTRYWAY 3D 206488 L fI a 00"'.) Attachment A INCH 1 2 Bid Package IssLed June 14, 2024 4 5 Page 209 o6f 322 OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 3/8" LOCK WASHER (817334) ALUM. PIN A03650 (203568 NOTE: BOLT SHOULD BE 3/8" x 2" P.B.H.C.S. / \ TORQUED FROM w/PATCH / \ 20-25 FT. LBS. FOR (812055) I PROPER INSTALLTION. STEP 2 206488 2 PLACES STEP 1: INSERT TABS OF ENTRYWAY TRIM WELD ASSEMBLY INTO SLOT OF DECK 206488) \ ,IMII,- 10.g 3/8" FLAT WASHER (1 1/4" 0. D.) / (817424) /el\ /i \ 3/8" LOCK WASHER (817334) r/ c r / / 3/8" T -NU - (804556) t Creek n STEP 3 4 PLACES x 3/4" P.B.H.C.S. w/PATCH (812052) II II II II II II II II �J q '9 A jJ NOTE: DO NOT POUR CONCRETE UNTIL ENTIRE STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL. DETAIL VIEW PAGE 2 round Attachment A Paqe 115 of 131 INCH 1 2 Bid Package Issu3ed June 14, 2024 4 5 Page 210 o6f 322 1111111111111111111111111 Jill 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111 OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1/4" CHERRY MATE RIVET (135499 ST 1/4" FLAT WASHER (5/8" O.D.) (817408) NOTE 1: HDPE TRIM PIECES MUST ALWATS BE PLACES TO THE OUTSIDE FACE OF THE COMPONENT. NOTE 2: STEM SIDE OF RIVET MUST ALWAYS BE ON METAL SIDE OF THE COMPONENT. FLUSH SIDE OF RIVET MUST ALWAYS BE ON THE HDPE SIDE OF COMPONENT. t Creek Plavqround In STEP 4 10 PLACES 1/4" CHERRY MATE RIVET (135499 SLEEVE) II II A �I r II II II II II II II II LJ NOTE: DO NOT POUR CONCRETE UNTIL ENTIRE STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL. DETAIL VIEW PAGE 3 Attachment A Page 116 of 131 Bid Package Issued June 14, 2024 Page 211 of 322 Parts List DESCRIPTION QTY PART NUMBER 3D ENTRYWAY 2 206488 ENTRYWAY TRIM 2 206492 TRU-LOC 2 A03650 HARDWARE COMPLETE 1 206585 3/8" x 3/4" P.B.H.C.S. w/PATCH 4 812052* 3/8" x 2" P.B.H.C.S. w/PATCH 2 812055* 3/8" T -NUT 4 804556* 3/8" LOCK WASHER 6 817334* 3/8" FLAT WASHER (1 1/4" O.D.) 4 817424* 1/4" FLAT WASHER (5/8" O.D.) 10 817408* 1/4" CHERRY MATE RIVET 10 135499* ALUM. PIN 2 203568* Unless Otherwise Specified, All Units of Measure are Each . Included in Hardware Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed. Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location. Note: Peen Tee -Nuts and Flatwashers to match radius of pipe after assembly is complete. Note: Loctite (supplied by others) should be used on any non -patch hardware. To reduce the risk of clothing entanglement in compliance with ASTM F1487, any bolt end protruding more that two full threads beyond the face of the nut shall be cut-off flush, filed smooth and treated to prevent corrosion. MAINTENANCE PROCEDURE: - Periodically check hardware for tightness, and tighten as necessary. - Always check all parts for breakage or wear, and immediately put equipment out of service until any faulty parts found are repaired or replaced. - Check all metal parts for rust, paint loss and touch-up if necessary with paint. - Check for welded areas and verify integrity. - Check periodically resilient surfacing for appropriate depth and remove extraneous materials that could cause injury, infection, or disease. - Maintain detailed installation, inspection, maintenance, and repair records for each public -use playground equipment. PAGE 4 Sargent Creek Playground Attachment A Installation Page 117 of 131 POWNSCW6 0-111- A -111-A PLAYCORE company 1-800-235-2440 ISSUED/REVISED: 09/11/20 This play equipment is designed for CHILDREN 91146 2'-6" OR !Y!EAS OLD BELOW pervision mended This play equipment is designed for children age • OR 91139 • A ult supervision is recommended 91146 4'-0" OR BELOW INSTALLATION INSTRUCTIONS Bid Package Issued June 14, 2024 91139 Page 212 of 322 91139 ENTRYWAY BARRIER 91139 GUARDRAIL 91146 II 91146 LJ ASSEMBLY VIEWS J 1. Before assembling this equipment, read the enclosed INSTALLER INSTRUCTIONS in the installation booklet; follow all the instructions during installation. 2. Assemble parts as shown in the ASSEMBLY DRAWING. Refer to the assembly details for the specific hardware required in each connection. 3. LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE. 0'-5 1/8" [13.08 cm] 4. DO NOT POUR CONCRETE UNTIL ENTIRE 0'-5 1/8" [13.08 cm] STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL. T T 4'-6 1/8" [137.55 cm] � I T IIS 4'-6 1/8" [137.55 cm] 91139 91146 TOP VIEWS t Creek Playground Attachment A INCH 1 2 Bid Package IssLed June 14, 2024 4 5 Page 213 o6f 322 OCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A03650 206516 206516 IT II II 1 A'' II II II II II II I I II LJ t Creek Plawround n ALUM. PIN (203568) 3/8" LOCK WASHER (817334) 3/8" x 2" P.B.H.C.S.— w/PATCH (812055) I\ � I y' 206516 A03650 NOTE: BOLT SHOULD BE TORQUEDFROM STEP 3 20-25 FT. LBS. FOR 2 PLACES PROPER INSTALLTION. STEP 1: INSERT TABS OF \ IENTRY BARRIER WELD ASSEMBLY INTO SLOT OF DECK 3/8" FLAT WASHER (1 1/4" O.D.)(817424) / 3/8" T-NU(804556) STEP 2 4 PLACES 3/8" LOCK WASHER (817334) 3/8" x 3/4" P.B.----R.C.S. w/PATCH (812052) NOTE: DO NOT POUR CONCRETE UNTIL ENTIRE STRUCTURE IS COMPLETELY ASSEMBLED AND LEVE DETAIL VIEW PAGE 2 Attachment A qe 119 of 131 Bid Package Issued June 14, 2024 Page 214 of 322 Parts List DESCRIPTION 91139 91146 PART NUMBER ENTRY BARRIER 2 0 206516 GUARDRAIL ENTRY 0 2 206002 TRU-LOC 2 2 A03650 HARDWARE COMPLETE 1 1 206587 ALUM. PIN 2 2 203568* 3/8" FLAT WASHER (1 1/4" O.D.) 4 4 817424* 3/8" LOCK WASHER 6 6 817334* 3/8" x 3/4" P.B.H.C.S. w/PATCH 4 4 812052* 3/8" T -NUT 4 4 804556* 3/8" x 2" P.B.H.C.S. w/PATCH 2 2 812055 Unless Otherwise Specified, All Units of Measure are Each * Included in Hardware Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed. Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location. Note: Peen Tee -Nuts and Flatwashers to match radius of pipe after assembly is complete. Note: Loctite (supplied by others) should be used on any non -patch hardware. To reduce the risk of clothing entanglement in compliance with ASTM F1487, any bolt end protruding more that two full threads beyond the face of the nut shall be cut-off flush, filed smooth and treated to prevent corrosion. MAINTENANCE PROCEDURE: - Periodically check hardware for tightness, and tighten as necessary. - Always check all parts for breakage or wear, and immediately put equipment out of service until any faulty parts found are repaired or replaced. - Check all metal parts for rust, paint loss and touch-up if necessary with paint. - Check for welded areas and verify integrity. - Check periodically resilient surfacing for appropriate depth and remove extraneous materials that could cause injury, infection, or disease. - Maintain detailed installation, inspection, maintenance, and repair records for each public -use playground equipment. PAGE 3 Sargent Creek Playground Attachment A Installation Page 120 of 131 mare Page 215 of 322 ?I n' CORE Freestanding Play Events Freestanding play equipment and accessories as manufactured by GameTime, a PlayCore Company, P.O. Box 680121, Fort Payne, Alabama 35968-0121, Phone: 1-800-235-2440, www.GameTime.com, shall adhere to the following specifications: A. Molded Polyethylene — Products are to be rotationally molded plastic with a '/" nominal wall thickness. All plastic is to be U.V. stabilized with optional graphics molded into the component during the molding process. Molded products shall have an anti -static additive and be available in any of the manufacturer's standard colors. B. High Density Polyethylene shall be made from either 1/2" or 3/4" thick (depending on application used) high density, UV -stabilized and color impregnated polyethylene. C. Cables - shall be 18mm polyester twisted type with the following properties: calculated tensile strength of >60kN, quantity 6 strands 2.8mm diameter each, steel strands shall have QTY 19 steel wires diameter .62mm each, quantity 3 fiber core 2.7mm diameter each, UV protected polyester impregnated. Terminations shall be made of the following materials: Aluminum forks, stainless steel D -shackles, stainless steel lifting eye nuts. Connections shall be made of the following: Aluminum connector eggs, aluminum 2 -piece T -joints, aluminum T -joints, aluminum in-line connector, aluminum ferrules. D. Hardware — All nuts, bolts, screws, inserts, and lock washers used in the assembly of all play equipment shall be stainless steel, yellow dichromate plated steel, blue -coat plated steel, mechanically galvanized or powder coated/yellow dichromate plated steel. All primary fasteners shall be 304 alloy stainless steel. Fasteners with yellow dichromate treatment have an electro -deposited, 99.9% pure zinc substrate applied from a specially formulated solution sealed with a yellow dichromate topcoat designed to work in conjunction with the zinc plating. Yellow dichromate has a 320% longer life to white corrosion and 275% longer to red corrosion than does hot -dip galvanizing. PowerScape Plus stainless-steel fasteners shall be button pin - in head, socket cap screws with a two-part epoxy locking patch added to the threads. The two- part locking patch shall consist of one part resin and one part catalyst which are activated during installation. After curing, the material shall require a minimum of five times the installation torque to remove the fastener. Manufacturer shall provide special installation tools for pinned fasteners. FINISHES A. Polyester (Powder) Coating — The polyester coating shall be uniformly applied by the electrostatic method to a minimum thickness of four mils. Promptly after application of the powder, the coating shall be oven -cured at 350 degrees Fahrenheit. The color(s) of the polyester coating shall be as selected by the Architect from the manufacturer's standard and/or custom color selection charts. The paint process must adhere to the Powder Coat Institute 4000 Certification. B. Galvanized Finish — All components shall have a galvanized finish prior to powder coating and shall be protectively coated with ZRP, a zinc primer that forms a rust -resistant barrier layer. All galvanized surfaces shall be free of burs, splinters, and sharp edges. Sargent Creek Playground gametime.com X11.800.235.2440 Attachment A Installation Page 121 of 131 SOLA}'CORE www Individual Product Specifications Climbers: 657 — Eagle's Perch Climber • 1-1/16" O.D. galvanized pipe • 11 gauge hot rolled steel • Coated after fabrication with a red, white, blue, and yellow powder coat 2 Sargent Creek Playground gametime.com 11.800.235.2440 Installation Page 216 of 322 Attachment A Page 122 of 131 Page 217 of 322 ?� n' CORE Powerscape Playground System PART 1 -GENERAL 1.01 SUMMARY A. Section includes composite structure, stand-alone play events and accessories. B. Basis of design is PowerScape® modular play structures, free-standing play equipment and accessories as manufactured by GameTime, a PlayCore Company, P.O. Box 680121, Fort Payne, Alabama 35968-0121, Phone: 1-800-235-2440, www.GameTime.com. 1.02 SUBMITTALS A. Product Data: Include physical characteristics such as shape, dimensions, gauge and material for each component. Provide finish information and available colors. B. Shop Drawings: Include plans, elevations, details, and installation instructions for each component. C. Warranty: Include sample of manufacturer's standard warranty. 1.03 QUALITY ASSURANCE A. Manufacturer Qualifications: Equipment components shall be certified by IPEMA's third party product certification service. Equipment and structural components shall bear the IPEMA certification seal. IPEMA validation is available at www.ipema.org. B. Installer: Must be certified by the manufacturer. C. Safety Standards: Comply with requirements of ASTM F 1487. 1.04 WARRANTY A. Warranty shall meet or exceed the warranty provisions of GameTime as follows: Lifetime limited warranty on PowerScape®, PrimeTime®, Modern City®, Xscape® & IONiX® uprights. Lifetime limited warranty on Tru -Loc® connections and upright bolt -through connections. Lifetime limited warranty on all hardware. 20 Year limited warranty on Timber Decor TM & Timbers recycled plastic lumber. 15 Year limited warranty on metal decks, pipes, rungs, rails, loops, braces, and footbucks. 15 Year limited warranty on rotationally molded products. Sargent Creek Playground gametime.com 1 1.800.235.2440 Attachment A Installation Page 123 of 131 cmarn 4.1 Page 218 of 322 15 -Year limited warranty on VistaRope nylon bearings and ring junction pieces. 10 Year limited warranty on GTFit, THRIVE and Challenge Course posts & bars. 10 Year limited warranty on site furnishings against structural failure. 10 -Year limited warranty on SunBlox® products. 10 Year limited warranty on integrated GTShade® products. 10 Year limited warranty on fiberglass and DHPL signage. 10 -Year limited warranty on VistaRope WeaveTech cables. 5 Year limited warranty on Tuff Forms' structures, including TuffCreteT" and PolyShield. 5 Year limited warranty on nylon covered cable net climbers and components. 5 Year limited warranty on GT Symphony FreenotesTA9 Harmony Park components. 5 Year limited warranty on Super Seats T^^ 5 -Year limited warranty on premature wear of VistaRope cables. 3 Year limited warranty on Everybody Plays polyurea coated foam & rubber strips. 3 Year limited warranty on SaddleMates® rubber and "C" springs. 3 -Year limited warranty on SureGrip Material 2 Year limited warranty on Challenge Course timing components. 1 Year limited warranty on all other GameTime products. PART 2 —PRODUCTS 2.01 MATERIALS A. Main Structural Uprights 1. Shall be 5" outside diameter tubing, 118" wall thickness, extruded from 6005A -T61 aluminum alloy conforming to ASTM -B-221. Minimum yield strength shall be 35,000 psi and minimum tensile strength shall be 38, 000 psi. All upright posts shall be coated with a custom formula TGIC polyester powder coating in conformance with the specification outlined herein. (AND/OR) 2. Shall be 5" outside diameter, 11 gauge (nominal .120') galvanized round tubing, manufactured to ASTM A-1011 Grade B tolerances from cold -formed steel conforming to ASTM A-569 Sheet Spec for steel coil. Minimum yield strength shall be 45,000 psi and Sargent Creek Playground gametime.com 1.800.235.2440 Attachment A Installation Page 124 of 131 imam Page 219 of 322 ?I n' CORE minimum tensile strength shall be 48,000 psi. The exterior surface is In line Zinc Flo Coating with a zinc coating of .03 thickness minimum, chromate conversion coated, and a clear high performance organic polymer is applied. Galvanizing coverage shall demonstrate the ability to exceed 1000 hours salt spray corrosion exposure in accordance with ASTM B-117. Internal surface zinc rich 91% minimum zinc dust content in organic resin, as per ASTM F-1043. All upright posts shall be coated with a custom formula TGIC. B. Tru Loc Connectors — Must attach directly to factory preset threaded insert in the uprights to ensure full field compliance with current safety standards. Hinged, or any clamps, that require field locating or field drilling or installation are not acceptable, due to the susceptibility of installation out of compliance with safety standards. C. Plastisol Coated Steel — Products including decks, platforms, steps, and bridges shall be fabricated from 11 -gauge perforated steel with a .08" minimum thickness, textured slip - resistant polyvinyl chloride plastisol dipped coating. Square deck size must be at least 49" x 49" (2,401 square inches), and triangular decks must be equally 49" on all sides (1,040 square inches) and bolt through the uprights. Decks must attach directly to threaded inserts factory installed to uprights, using (2) 3/8" bolts at each upright connection point to eliminate the possibility of deck slipping. Plastisol coating must be free of latex and tested to meet California standards for phthalate levels and safe for children. D. Molded Polyethylene — Products are to be rotationally molded plastic with a '/" nominal wall thickness. All plastic is to be U.V. stabilized with optional graphics molded into the component during the molding process. Molded products shall have an anti -static additive and be available in any of the manufacturer's standard colors. E. High Density Polyethylene shall be made from either '/2" or 3/4" thick (depending on application used) high density, UV -stabilized and color impregnated polyethylene. F. Metal Climbers and Enclosures — Products shall be fabricated from 1 5/16" OD x .083" (14 gauge) wall galvanized steel tubing with vertical members fabricated of 1 1/16" OD x .075 (15 gauge) wall galvanized steel tubing. All tubing used shall be an electrical resistance welded, cold rolled, high strength steel tubing. The exterior coating will consist of an In-line Zinc Flo Coating with a zinc coating of .03 thickness minimum, chromate conversion, and acrylic over - coating. The interior coating will consist of a special organic acrylic modified polyester. G. Cables - shall be 18mm polyester twisted type with the following properties: calculated tensile strength of >60kN, quantity 6 strands 2.8mm diameter each, steel strands shall have QTY 19 steel wires diameter .62mm each, quantity 3 fiber core 2.7mm diameter each, UV protected polyester impregnated. Terminations shall be made of the following materials: Aluminum forks, stainless steel D -shackles, stainless steel lifting eye nuts. Connections shall be made of the following: Aluminum connector eggs, aluminum 2 -piece T -joints, aluminum T -joints, aluminum in-line connector, aluminum ferrules. H. Hardware — All nuts, bolts, screws, inserts, and lock washers used in the assembly of all play equipment shall be stainless steel, yellow dichromate plated steel, blue -coat plated steel, mechanically galvanized or powder coated/yellow dichromate plated steel. All primary fasteners shall be 304 alloy stainless steel. Fasteners with yellow dichromate treatment have Sargent Creek Playground gametime.com 1 1.800.235.2440 Attachment A Installation Page 125 of 131 cmarn�� Page 220 of 322 ?� A' CORE -P---, an electro -deposited, 99.9% pure zinc substrate applied from a specially formulated solution sealed with a yellow dichromate topcoat designed to work in conjunction with the zinc plating. Yellow dichromate has a 320% longer life to white corrosion and 275% longer to red corrosion than does hot -dip galvanizing. PowerScape Plus stainless-steel fasteners shall be button pin -in head, socket cap screws with a two-part epoxy locking patch added to the threads. The two-part locking patch shall consist of one part resin and one part catalyst which are activated during installation. After curing, the material shall require a minimum of five times the installation torque to remove the fastener. Manufacturer shall provide special installation tools for pinned fasteners. 2.02 REQUIRED COMPONENTS A. In addition to the requirements contained in this section, refer to layout drawings and schedules of components and accessories on drawings. B. All components, accessories, hardware, and other items required for a complete and usable system shall be provided. 2.03 FINISHES A. Polyester (Powder) Coating — The polyester coating shall be uniformly applied by the electrostatic method to a minimum thickness of four mils. Promptly after application of the powder, the coating shall be oven -cured at 350 degrees Fahrenheit. The color(s) of the polyester coating shall be as selected by the Architect from the manufacturer's standard and/or custom color selection charts. The paint process must adhere to the Powder Coat Institute 4000 Certification. B. Galvanized Finish — All components shall have a galvanized finish prior to powder coating and shall be protectively coated with ZRP, a zinc primer that forms a rust -resistant barrier layer. All galvanized surfaces shall be free of burs, splinters, and sharp edges. PART 3 - EXECUTION 3.01 INSTALLATION A. General — Comply with manufacturer's written installation instructions. B. Uprights — Set posts in concrete footings. Protect finish during installation. Comply with locations, height, and plumb requirements. 3.02 FIELD QUALITY CONTROL A. Installation shall be performed by factory certified technicians with at least 3 years experience installing playground equipment Sargent Creek Playground gametime.com 1 1.800.235.2440 Attachment A Installation Page 126 of 131 cocitly" Page 221 of 322 n PLA}'CORE www 3.03 COMPLETION A. Protect installed products until completion of project. B. Touch up, repair, or replace damaged products before substantial completion. C. Installer shall turn over all installation instructions, parts lists, maintenance instructions, tool kits, and spare materials to the owner upon completion. Sargent Creek Playground gametime.com 1 1.800.235.2440 Attachment A Installation Page 127 of 131 C13,4arn. PLA: - CORE -P---, 1 Page 222 of 322 Individual Product Specifications Access Components: 90031 — Transfer Platform with Barrier • 10 gauge (.135" -thick) and 3/8" x 3-1/2" hot rolled steel • 2 3/8" O.D. x.095", 1-5/16" O.D. x.083", and 2" square x 3/16" wall galvanized steel tubing • 11 -gauge punched steel • All -weld assembly • Coated after fabrication with a custom formula of TGIC polyester powder 91010 — Archway w/ Socket (31D) • 1-5/16" O.D. x.083" and 1-5/8" O.D. x.083" wall galvanized steel tubing • 1/8" hot rolled steel gussets • 3/16" hot rolled steel • .083" punched Galvanneal steel in -fill • 1/2" -thick high-density, UV -stabilized and color -impregnated polyethylene. • All -weld assembly • Coated after fabrication with a custom formula of TGIC polyester powder coating 91137 — Entryway - 3D • 1-1/16" O.D. x.075" and 1-5/16" O.D. x.083" wall galvanized steel tubing • 3/16" Hot Rolled Mounting Tab • .083" punched Galvanneal steel in -fill • 1/2" -thick (solid) high-density, UV -stabilized and color -impregnated polyethylene • All -weld assembly • Coated after fabrication with a custom formula of TGIC polyester powder coating 91139 — Entryway - Barrier • 1-5/16" O.D. x.083" and 1-1/16" O.D. x.075" wall galvanized steel tubing • 3/16" Hot Rolled Mounting Tab • All -weld assembly • Coated after fabrication with a custom formula of TGIC polyester powder coating Attachments: 81656 — Chin -Up Bar • 1-5/16" O.D. x.083" wall galvanized steel tubing • Coated after fabrication with a custom formula of TGIC polyester powder coating 81680 — Single Seat • 1.66" OD x .083" galvanized steel pipe • 13'/2" Dia. cast aluminum • '/2" Set screw • Coated after fabrication with a custom formula of TGIC polyester powder coating 81691 — Steering Wheel • 13-3/4" in diameter • Withstand an impact of over 250 foot-pounds • All -weld assembly Sargent Creek Playground gametime.com 1 1.800.235.2440 Attachment A Installation Page 128 of 131 'f9I�lilPi� Lf' - CORE -P---, • Coated after fabrication with a custom formula of TGIC polyester powder coating 81695 — Train Whistle • 1 5/16" O.D. x .083" -thick galvanized steel tubing • 3 1/2" O.D. x 1/8" -thick wall tubing • 1.315 O.D. aluminum pipe • 3/16" x 2" x 3 1/8" aluminum • 3/4" -thick high-density, UV -stabilized and color -impregnated polyethylene • All -weld assembly • Coated after fabrication with a custom formula of TGIC polyester powder coating 90105 — Schooner Climber • 1-5/16" O.D. x .083" and 1-1/16" O.D. x .075" wall galvanized steel tubing 3/16" -thick stainless steel All -weld construction Coated with a custom formula of TGIC polyester powder coating Page 223 of 322 90245 — Chain Link Climber • 1-5/16" O.D. x .083", 1-1/16" O.D. x.075", and 1-5/8" O.D. x .083" wall galvanized steel tubing • All -weld assembly • Coated with a custom formula of TGIC polyester powder coating 90575 — Scramble Up Climber - 6'-6" to 8'-0" • 1 1/16" O.D. x.072" wall galvanized steel tubing • 1/8" and 3/16" hot rolled steel • 3/4" -thick high-density, UV -stabilized, laminated and color -impregnated polyethylene • One-piece weld assembly • Coated with a custom formula of TGIC polyester powder coating 90598 — Hour Glass Climber • 1-5/16" O.D. x .083" and 1-1/16" O.D. x .075" (15 gauge) wall galvanized steel tubing • 3/16" hot rolled steel • All -weld construction • Coated with a custom formula of TGIC polyester powder coating 90750 — Butterfly Climber • 1.66" O.D. x.083", 1.315" O.D. x.083", and 1.029" O.D. X.072" wall galvanized steel tubing • 1/4" -thick high pressure laminate • Coated with a custom formula of TGIC polyester powder 91103 — Double Bubble Climber • 1.315" x .083" wall galvanized steel pipe • 1/8" hot rolled steel • 14 Gauge galvanized steel • One-piece weld assembly • Coated after fabrication with a custom formula of TGIC polyester powder Decks: 80000 — Square Deck - 49" • 3/16" x 3-1/2", 1/4" x 3-1/2", and 1/8" x 2-1/2" hot rolled steel Sargent Creek Playground gametime.com 1 1.800.235.2440 Attachment A Installation Page 129 of 131 mare Page 224 of 322 ?fin CORE • Minimum surface area of 2,381 square inches • 49" center to center spacing on the upright posts • 12" support grid underneath the entire deck surface • One-piece welded assembly • Coated after fabrication with an oven cured matte finish polyvinyl chloride (PVC) coating • Directly bolted to the upright posts with eight 3/8" diameter button -pin -in -head, hex socket cap screws 80001 — Punched Steel Deck • 3/16" x 3-1/2", 1/4" x 3-1/2", and 1/8" x 2-1/2" hot rolled steel • Minimum surface area of 1,039 square inches • 49" center to center spacing on the upright posts • 12" support grid underneath the entire deck surface • One-piece welded assembly • Coated after fabrication with an oven cured matte finish polyvinyl chloride (PVC) coating • Directly bolted to the upright posts with six 3/8" diameter button -pin -in -head, hex socket cap screws Links: 90023 — Transfer System with Barrier • 1-5/16" O.D. x.083" and 1-1/16" O.D. x.075", and 2" square x 3/16" wall galvanized steel tubing • 11 gauge punched steel • Matte PVC coating • Protective P&O finish • All -weld assembly • Coated after fabrication with a custom formula of TGIC polyester powder coating 90366 — Sloped Funnel Climber w/Barrier • 1-5/8" O.D. x.083" and 1-1/16" O.D. x.075" wall galvanized steel tubing • Punched steel • 3/4" -thick high-density, UV -stabilized, laminated and color -impregnated polyethylene • Matte PVC coating • 11 gauge x 3-1/2" and 1/8" x 1" hot rolled steel • All -weld assembly • Coated with a custom formula of TGIC polyester powder coating 90368 — Coaster • 1-7/8" O.D. x.095" and 1-5/8" O.D. x.083" wall galvanized steel tubing • All -weld assembly • Coated after fabrication with a custom formula of TGIC polyester powder coating Slides: 90455 — Stainless Steel Straight Chuter • 1" O.D. x .049" type 304 stainless steel stainless steel tubing • .063" type 304-2B stainless steel • Minimum tensile strength: 95,000 psi • Minimum yield strength: 40,000 psi Sargent Creek Playground gametime.com �� .800.235.2440 Attachment A Installation Page 130 of 131 'f9I�lilPi� LA: -CORE ca..,n•--v 90458 — Double Chuter (Stainless Steel) • 1" O.D. x .049" type 304 stainless steel stainless steel tubing • .063" type 304-2B stainless steel • Minimum tensile strength: 95,000 psi • Minimum yield strength: 40,000 psi Sargent Creek Playground 11 gametime.com 1.800.235.2440 Installation Page 225 of 322 Attachment A Page 131 of 131 Bid Package Issued June 14, 2024 Page 226 of 322 Site Map Sargent Creek Playground Equipment ATTACHMENT A Installation Bid Package Issued June 14, 2024 Page 227 of 322 ATTACHMENT B ASTM F1487-21 Pages 227-313 Sargent Creek Playground Equipment ATTACHMENT B Installation ASTM F1487-21 Standard Consumer Safety Performance Specification for Playground Equipment for Public Use Certified Playground Safety Inspector Certified Playground Safety Inspector Field Guide 9 Sargent Creek Playground Equipment Attachment B Installation Page 1 of 86 Bid Package Issued June 14, 2024 Page 229 of 322 10 National Recreation and Park Association Sargent Creek Playground Equipment Attachment B Installation Page 2 of 86 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Dcvclopment of International Standards. Guides and Recommead��rFrpaCkBg S v tht- �Unld 144i�O�Tanixation Technical Barriers to Tradq_Page JB �SUnoT S! L. I.. Scope Designation: F1487 - 21 Standard Consumer Safety Performance Specification for Playground Equipment for Public Use' This standard is issued under the fixed designation F1487, the, number immediately following the designation indicates the year of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A superscript epsilon (e) indicates an editeria! change since the last revision or reapproval. INTRODUCTION This consumer safety performance specification establishes nationally recognized safety standards for public playground equipment to address injuries identified by the U.S. Consumer Product Safety Commission (CPSC). During 1999 the CPSC estimated that about 1561 000 victims were treated in U.S. hospital emergency rooms for injuries associated with public playground equipment. About three fourths of these injuries resulted from falls, primarily to the surface on which the equipment was located, Other hazard patterns involved impact by swings and other moving equipment and contact with protrusions, crush or shear points, and sharp edges. Fatalities reported to the CPSC resulted from falls; entanglement of clothing or similar iterns on equipment; entanglement in ropes tied to or caught on equipment; head entrapment; impact by equipment that tipped over or otherwise failed; and impact by moving swings. This consumer safety performance specification does not eliminate the need for supervision of children on public playground equipment. It is intended to minimize the likelihood of life-threatening or debilitating injuries, such as those identified by the CPSC. There has been significant harmonization of this performance specification and CAN/CSA-Z614. 1.1 This consumer safety performance specification pro- vides safety and performance standards for various types of public playground equipment and dimensional requirements for their clearance and use zones. Its purpose is to reduce Iife-threatening and debilitating injuries. �YY _.I J 1,2 The range of users encompassed by this consumer safety performance specification is the 5th percentile 2 -year-old through the 95th percentile 12 -year -aid. 1.3 Home playground equipment, toys, amusement rides, sports equipment, fitness equipment intended for users over the ' This consumer safety performance sped&cation is under the jurisdiction of ASTM CommitteeF15 on Consumer Products and is the direct responsibility of subcommittee F15.29 an Playground Equipment for Public Use. Current edition approved May 1, 2021. Published May 2021. originally approved in 1993. last previous edition approved in 2017 as F1487 - 17. D01- 10.1520&1487-21. s Certain material within this document ASTM F1487, 2021 Edition, is repm- doced from t`;ANICSA-2614-14 {1120191 Children's playspaces and equipment, copyright 2014 CSA Group with Nraiissitm. This material is taken from the CSA Group standard and may not be in the same context as that standard. This material may include revisions by ASTM. The edidon as revised shall be the full responsibility of ASTM, CSA Group cannot be responsihle for any personal injury, property or other damages of any nature whatsoever, whether special, indirect, consequential or compensatory, directly or indirectly resulting Bom the publication, use of or ret iance on this document. age of 12, public use play equipment for children 6 to 24 months, and soft contained play equipment are not included in this specification. 1.4 Products or materials (site furnishings) that are installed outside the equipment use zone, such as benches, tables, independent shade structures, and borders used to contain protective surfacing, are not considered playground equipment and are not included in this specification. 1.5 This specification does not address accessibility, except as it pertains to safety issues not covered in the DO] 2010 Standard for Accessible Design. 1.6 This consumer safety performance specification in- cludes the following sections: Title Scope Referenced documents Terminology Materials and Manufacture General Requirements Perforrnanoe Requirements Requirements for Access/Egress Equipment Playground Layout Accessibility Installation Structural Integrity Copyright ® ASTM InIsmnllonal, 100 Barr Harbor Orive, PC Box 0700, West Conshohocken, PA 1942B-2959. United Stales Certified Playground Safety Inspector Field Guide Sargent Creek Playground Equipment Installation Section Number 1 11 Attachment B Page 3 of 86 Bid Package Issued June 14, 2024 ' F1 487 — 21 Maintenance 13 Signs or Labels, or Both 14 Manufacturer Identification 15 Keywords 16 Figures Annex Al Hazard Identification and Risk Appendix X1 Assessment (HERA) 1.6.1 The requirements in this specification are designed to mitigate the hazards typically presented by various types of equipment. New equipment may not specifically fit into the designated types listed in the specification, however, the designer or manufacturer, or both, shall use professional judgment to perform and document a hazard analysis and follow appropriate requirements to mitigate the hazards. Nass l—See Appendix X I at the end of this standard to find more information on how one might conduct such an assessment as stated in this section, 1.7 General Measures, Tolerances, and Conversions: 1.7.1 The general tolerances for this specification (unless otherwise specified) are as follows: Dimension Tolerance X in. ;0.5 in. X.X in. +0.05 in, XXXIn. x0,005 in. These tolerances still apply to a dimension even when terms like greater than, less than, minimum, or maximum are used. 1.7.2 The values stated in inch -pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only. 1.7.3 The conversion factor from inch -pound to metric units is 1 in. = 25.4 nun, and l lb = 0.45359 kg. 1.7.4 See Annex A I for figures referenced throughout this specification. 1.8 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appro- priate safety, health, and environmental practices and deter- mine the applicability of regulatory limitations prior to use. 1.9 This international standard was developed in accor- dance with internationally recognized principles on standard- ization established in the Decision on Principles for the Development of International Standards, Guides and Recom- mendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee. 2. Referenced Daeuments 2,1 ASTM Standards: 3 D2240 Test Method for Rubber Property----Durometer Hard- ness F355 Test Method for Impact Attenuation of Playing Surface Systems, Other Protective Sport Systems, and Materials Used for Athletics, Recreation and Play F698 Specification for Physical Information to be Provided ' For referenced ASTM standards, visit the ASTM website. www.=m.org. or contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Srandwds volume information, refer to the standard's Document Summary page on the ASTM] website. 12 Sargent Creek Playground Equipment Installation Page 231 of 322 for Amusement Rides and Devices (Withdrawn 2009)4 F846 Guide for Testing Performance of Amusement Rides and Devices (Withdrawn 2013)4 F853 Practice for Maintenance Procedures for Amusement Rides and Devices (Withdrawn 201.4)4 F893 Guide for Auditing Amusement Rides and Devices Withdrawn 2013)4 F963 Consumer Safety Specification for Toy Safety F 1004 Consumer Safety Specification for Expansion Gates and Expandable Enclosures F1148 Consumer Safety Performance Specification for Home Playground Equipment F 1159 Practice for Design of Amusement Rides and Devices that are Outside the Purview of Other F24 Design Stan- dards F12921 Specification for Impact Attenuation of Surfacing Materials Within the Use Zone of Playground Equipment F1918 Safety Performance Specification for Soft Contained Play Equipment F1951 Specification for Determination of Accessibility of Surface Systems Under and Around Playground Equip- ment F2373 Consumer Safety Performance Specification for Pub- lic Use Play Equipment for Children 6 Months through 23 Months F3313 Test Method for Determining Impact Attenuation of Playground Surfaces Within the Use Zone of Playground Equipment as Tested in the Field F3351 Test Method for Playground Surface Impact Testing in Laboratory at Specified Test Height 2.2 ANSI Standards:15 ANSI 2.535.1 Safety Color Code ANSI 2535.2 Environmental and Facility Safety Signs ANSI 2535.4 Products Safety—Signs and Labels 2.3 Federal Standards:s 16 CFR Part 1303 Ban of Lead -Containing Paint and Certain Consumer Products Bearing Lead -Containing Paint 1.6 CFR 1500 Hazardous Substances Act Regulations, in- cluding Sections: 1500.48 Technical Requirements for Determining a Sharp Point in Toys and Other Articles Intended for Use by Children Under 8 Years of Age 1500.49 Technical Requirements for Determining a Sharp Metal or Glass Edge in Toys and Other Articles Intended for Use by Children Under 8 Years of Age 16 CFR Section .1501 Method for Identifying Toys and Other Articles Intended for Use by Children Under 3 Years of Age Which Present Choking, Aspiration or Ingestion Hazards Because of Small Parts 'The last approved version of this historical standard is referenced on www.astm.org. 'Available from American National Standards Institute [ANSI], 25 W. 43rd St., 4th Floor, New York, NY 10036, htip://www.ansi,arg. 5 Available From U.S. Government Printing oiEce, Superintendent of Documents. 732 N. Capitol St., NW, Washington, DC 20401-0001, http:t/ www,aCcess.gpo.gov, National Recreation and Park Association Attachment B Page 4 of 86 I Bid Package Issued June 14, 2024 0 F1487 — 21 DOJ 2010 Standard for Accessible Design United States Department of Justice (DG]) 2010 Standard for Acces- sible Design: Title II (28 CFR 35) and Title 111 (28 CFR 36)7 2.4 UL Standard: s UL 969 Standard for Safety: Marking and Labeling Systems 2.5 CSA Standard:() CAN/CSA-Z6]4 Children's Playspaces and Equipment 3. Terminology -� 3,1 Definitions of Terms Specific to This Standard: 3.1.1 accessible, adj—relating to a part or portion of the playground equipment that (1) can be contacted by any body –� part or (2) is approachable or usable, or both, by persons with disabilities. 7 -J W-1 3.1.2 accessible playground, n—playground equipment area, that, when viewed in its entirety, may be approached, and entered and provides a range of play opportunities and expe- riences to users of varying abilities. 3.1.3 accessible route, n --pathway specifically designed to provide access for individuals with disabilities, including those using wheelchairs or mobility devices. 3.1.4 adjacent platforms, n—two platforms having a com- mon vertical plane with some deviation in their height. 3.1.5 climbing net structure, n—playground climbing de- vices made of flexible components arranged in either a 2-dimensional grid or a 3-dimensional matrix. 3.1.5.1 Discussion—See Fig. A 1.53 for examples of climb- ing net structures. 3.1..6 completely bounded opening, n—any opening in a piece of play equipment that is totally enclosed by boundaries on all sides so that the perimeter of the opening is continuous. 3.1.7 component, n ---of a play structure, any portion thereof that generates specific activity and cannot stand alone. 3.1.8 composite play structure, n—two or more play struc- tures attached or functionally linked, to create one integral unit that provides more than one play activity; an example is a combination climber, slide, and horizontal ladder. 3.1.9 crush and shear point, n juncture at which the user could suffer contusion, laceration, abrasion, amputation, or fracture during use of the playground equipment. 3.1.10 designated play surface, n—any elevated surface for standing, walking, sitting, or climbing, or a flat surface accessible for play by children that measures more than 2.0 in. (51 mm) wide by 2.0 in. (51 mm) long having less than 30° angle from horizontal. 3.1,14,1 Discussion—See 6.7. 3.l .11 embankment slide, n ---a slide that follows the contour of the ground and at no point is the bottom of the slide chute greater than 12 in. (305 mm) above the surrounding ground surface. 'Available free ar hitp:llwww.ado.govlregs20101ADAregs2010,htm, e Available from Underwriters Laboratories (LR.), UL Headquarters. 333 Phng- stea Road, Northbrook, LL, 60062, http://www.ul.com, 'Available From Canadian standards Association (CSA), 178 Rexdale Blvd.. Toronto, ON M9W 1R3. Canada, http:/Iwww.csagroup.org. Certified Playground Safety Inspector Field Guide Sargent Creek Playground Equipment Installation Page 232 of 322 3.1.12 enclosed swing sear, n ---suspended device upon which a user sits which has nonremovable supports on alk sides and between the legs of a user. The supports are intended to prevent a user from falling out of the device while it is in motion. 3,1,13 entanglement, ii ---condition in which the user's clothes or something around the user's neck becomes caught or entwined on a component of playground equipment. 3.1.14 entrapment, n --any condition which impedes with- drawal of a body or body part that has penetrated an opening. 3.1.15 fall height, n --vertical distance between a designated play surface and the protective surfacing beneath it. 3.1.16 flexible component, n—any part of the playground equipment that changes its shape when in use; examples include the tire net, the cargo net, and the log bridge. 3.1.17 functionally Iinked play structure, n—play structure that acts as a single unit in its physical form or sense of function as continuous play even if the components are not physically attached. 3.1.18 g, n—acceleration due to gravity at the earth's surface at sea level (32 ft/S2 (9.8 mis2)). 3.1.19 guardrail, n—device around an elevated surface that prevents inadvertent fabs from the elevated surface. 3.1.201 handrail, n—rigid linear device, following the path of access or egress, that when grasped, provides balance and support in maintaining a specific body posture. 3.1.21 head injury criteria (HIC), n—a measure of impact severity that considers the duration over which the most critical section of the deceleration pulse persists as well as the peak level of deceleration, 3.1.22 maximum user, n -12 -year-old child; measurement characteristics are the 95th percentile values for combined sexes. 3.1.23 minirn.urn user, n—a 2 -year-old child; measurement characteristics are the 5th percentile values for combined sexes. 3.1.24 partially bounded opening, n—any opening in a piece of play equipment that is not totally enclosed by boundaries on all sides so that the perimeter of the opening is discontinuous. 3.1.25 platform, n—fiat surface, intended for more than one user to stand, and upon which the user(s) can move freely. 3.1.26 play structure, n—free standing structure with one or more components and their supporting members. 3.1.27 preventive maintenance, n—planned program of in- spections and maintenance intended to keep equipment func- tioning properly and to forestall equipment failures. 3.1,28 professional judgment, n --ability of a qualified per- son in the field of playgrounds/playground equipment design, use, or operations, to render an opinion, decision, or both, concerning a matter within that field of expertise. 3.1.29 projection, n—condition which, due to its physical nature, must be tested to the requirements of this standard to determine whether it is a protrusion or entanglement hazard, or both. 13 Attachment B Page 5 of 86 Bid Package Issued June 14, 2024 0 F1487 — 21 3.1.30 protective barrier, n—enclosing device around an elevated surface that prevents both inadvertent and deliberate attempts to pass through the device. 3.1.31 protective surfacing, n—materials) to be used within the use zone of any playground equipment. 3.1.31.1 Discussion—Protective surfacing shall meet the minimum impact attenuation requirements of Laboratory Test Specification F 1292. 3.1.31.2 Discussion—Protective surfacing tested in the field shall meet the minimum impact attenuation requirements of Field Test Specification F3313. 3.1.32 protrusion, n projection which, when tested in ac- cordance with the requirements of this standard, is found to be a hazard having the potential to cause bodily injury to a user who impacts it. 3.1.33 public use playground equipment n—play structure for use in play areas of schools, parks, child-care facilities, institutions, multiple -family dwellings, private resorts and recreation developments, restaurants, and other areas of public use. 3.1.33.1 Discussion—Requirements for amusement park equipment, sports use, home playground equipment, toys, soft contained play equipment, and play equipment for children 6 through 23 months are covered in Specifications F698, F1148, F963, F.1918, F'2373, Guides F846 and F893, and Practices F853 and F1159. Independent loose items intended to be manipulated by the intended users are not covered in this standard. 3.1.34 qualified person, n—one with current knowledge, training, skill, education, and experience who has successfully demonstrated the ability to solve or resolve problems relating to the subject matter and work through the application of professional judgement. 3.1.35 rocking/springing equipment, n—any play structure that rocks about a fixed base. 3.1.36 rotating equipment, n—any play structure intended to support the weight of the user(s) that revolves about an axis at any angle and is intended to revolve repeatedly. 3.1.36.1 Discussion—Examples of such equipment include a merry-go-round, whirl, logroll, or spinner. This does not include sand diggers, steering wheels, or other components that are intended for manipulation. 3.1.37 rung, n—crosspiece in a ladder or other climbing equipment used for supporting the user's feet or for grasping by the user's bands, or both. 3.1.38 sharp edge, n—edge that can cut a user's skin. 3.1.38.1 Discussion—An edge is judged as potentially sharp pursuant to the provisions of lb CFR Section 1500.49. 3.1.39 sharp paint, n—paint that can puncture or lacerate a user's skin during use. 3.1.34.1 Discussion ----A point is judged as potentially sharp pursuant to the provisions of 16 CFR Section 1500.48. 3.1.40 signal word, n—word that designates a degree or level of hazard. 3.1.40.1 Discussion—The signal word for safety labels is WARNING. 14 Sargent Creek Playground Equipment Installation Page 233 of 322 3.1.41 small part, n—object that may become detached and presents a choking, aspiration, or ingestion hazard to the user. 3.1.41.1 Discussion—A small pati is determined to be a hazard pursuant to the provision of 16 CFR Part 1501. 3.1.42 stability, n—ability of the playground equipment to withstand anticipated forces which act to tip or slide the playground equipment when properly assembled and installed. 3..1.43 stair, n—device having a slope of 50° or less from a horizontal plane and consisting of a series of steps that can be used for ascending and descending. 3.1.44 stationary equipment, n—any play structure which has a fixed base and does not move. 3.1.45 step, n—horizontal flat crosspiece of a ladder or stair used primarily as a foot support. 3.1.45.1 Discussion --Also referred to as a tread. 3.1.46 stepping forms, n—one or more individual, elevated, freestanding devices used to provide balance experiences which may also be used as an access or egress component (see Fig. A 1.44). 3.1.47 swing, n—an element or seat suspended from an elevated support structure so as to allow users to move freely in one or more planes and possesses a pivot point greater than 24 in, (6 10 nam) when measured vertically from the top of the suspended element to the pivot point. 3.1.47.1 Discussion—Swings include the following types: single axis (to -fro), multiple axis (rotating), or swings with multiple motions consisting of a combination of single axis and multiple axis (combination swings). 3.1.48 swing bay, n—space beneath the overhead beam bounded by one or more supports on which swing assembly or assemblies are attached. 3.1.49 transfer point. n—platform along an accessible route of travel or an accessible platform provided to allow a child in a wheelchair to transfer from the chair onto the equipment. 3.1.50 trip hazard, n—abrupt change in elevation that is not clear and obvious to the user. 3.1.51 trolley ride, n—play component designed with a mechanism that travels along a designated path such as a cable or track, and whereby the user is suspended from the mecha- nism. 3.1.51.1 Discussion—Trolley rides may be level or have a height difference (see Fig. A 1.65), 3.1.51.I tapper body type trolley ride, n—trolley ride de- signed to support the user by hands only. 3.1.51.2 seated type trolley ride, n -----trolley ride designed with a suspended element for sitting or standing. 3.1.52 upper body equipment, n -overhead component de- signed to support a child by the hands only (for example, horizontal ladders, chinning bars, and ring ladders). 3.1.53 use zone, n—area beneath and immediately adjacent to a play structure or equipment that is designated for unre- stricted circulation around the equipment and on whose surface it is predicted that a user would land when falling from or exiting the equipment. 3.1.53.1 Discussion—Other than the equipment itself, the National Recreation and mark Association Attachment B Page 6 of 86 Bid Package Issued June 14, 2024 4' F1487 - 21 use zone shall be free of obstacles that children could run into or fall on top of and thus be injured. The surface area within the use zone shall meet the minimum impact attenuation require- ments of Specification F1292 from the maximum fall height. 3.1.54 warning, n—notice or communication to indicate a potentially hazardous situation that if not avoided could result in death or serious injury. 4. Materials and Manufacture 4.1 General Requirements—Playground equipment shall be manufactured and constructed only of materials that have a demonstrated durability in the playground or similar outdoor setting. Any new materials shall be documented or tested accordingly for durability by the playground equipment manu- facturer. 4.1.1 Metals subject to structural degradation such as rust or corrosion shall be painted, galvanized, or otherwise treated. Woods shall be naturally rot- and insect -resistant or treated to avoid such deterioration. Plastics and other materials that experience ultraviolet (CIV) degradation shall he protected against ultraviolet light. 4.1.2 Regardless of the material or the treatment process, the manufacturer shall ensure that the users of the playground equipment cannot ingest, inhale, or absorb any potentially hazardous amounts of substances through body surfaces as a result of contact with the equipment. All materials content shall comply with the Consumer Product Safety Improvement Act of 2048 (CPSiA) (this includes but is not limited to coating and substrate). 4.1.3 Wood intended for playground equipment that is not naturally rot- and insect -resistant shall be treated to resist rot and insect attack from standard procedures. Any wood not naturally rot- and insect -resistant, which has any fabrication up to 6 in. (150 mm) above, or any portion at or below the level of the protective surface of the playground, shall be treated after wood fabrication. Deviations shall have independent documentation of durability, Chromated copper arsenate (GCA), creosote, pentachlorophenol, tributyl tin oxide, and surface coatings that contain pesticides shall not be used for playground equipment. 4.2 All fasteners used to construct public playground equip- ment shall meet the requirements of Section 4. 4.2.1 All fasteners, connecting, and covering devices shall be .inherently corrosion resistant or be provided with a corrosion -resistant coating. 4.2.2 When installed in accordance with the manufacturer's instructions, fasteners, connecting, and covering devices shall not loosen or be removable without the use of tools. Lock washers, self-locking nuts, or other locking means shall be provided for all nuts and bolts to protect them from detach- ment. Hardware in moving joints shall also be secured against unintentional loosening. 4.2.3 Moving suspended elements shall be connected to the fixed support with bearings or bearing surfaces that serve to reduce friction or wear. 4.2.3.1 Steel cable that is permanently affixed to a hanger assembly performs as a bearing surface. Cable ends should be inaccessible or capped to prevent injury from frayed wires. Certified Playground Safety Inspector Field Guide Sargent Creek Playground Equipment Installation Page 234 of 322 Cables and steel -cored ropes should be protected to prevent fraying, loosening, unraveling, or excessive shifting of joints. 4.2.4 Hooks and connecting devices shall be subject to the requirements of 6.4.5. 4.3 Tres: 4.3.1 Tires shall not trap water. 4.3.2 Tires shall not have exposed steel belts. 5. General Requirements 5.1 Playground equipment represented as complying with this consumer safety performance specification shall meet all applicable requirements specified herein. Anyone representing compliance with this specification shall keep such essential records as are necessary to document any claim that the requirements within this specification have been met. 5.2 Play equipment designed for a specific age group (2 through 5. 5 through 12, 2 through 12) shall have all play activities on that equipment meet the requirements for that age group. 5.3 Play structures shall be anchored to the ground or not be intended to be relocated. 5.4 Small Parts—When installed in accordance with the manufacturer's instructions, equipment for children under 3 years of age shall meet the requirements of 16 CFR Part 1501. b. Performance Requirements 6.1 Head and Neck Entrapment—Public playground equip- ment shall be designed and constructed or assembled so that any accessible opening shall meet the following performance requirements to reduce the risk of accidental head or neck entrapment by either a head -first or feet -first entry into the opening. Openings between the protective surfacing and the bottom edge of the equipment (that is, rails, platforms, steps, and so forth) are exempt from this requirement as indicated by Fig, ALI- 6.1.1 Accessible Openings ---A completely bounded rigid opening is accessible when a torso test probe (see Fig. A] .2) can be inserted into the opening to a depth of 4.0 in. (102 mm) or more. 6.1.1.1 Test Procedure .for Completely Bounded Rigid Openings—Place the torso probe (see Fig. A 1.2) in the opening with the plane of the base of the probe parallel to the plane of the opening; rotate the probe to its most adverse orientation (that is, major axis of the base of the probe parallel to the major axis of opening). If the torso probe can be inserted into the opening to .a depth of 4.0 in. (102 mm) or more, place the head probe (see Fig. A 1.3) in the opening with the plane of the base of the probe parallel to the plane of the opening. An opening passes this test if (1) the opening does not admit the torso probe when it is rotated to any orientation about its own axis, or (2) the opening admits the torso probe and also admits the head probe. An opening fails the test if the opening admits the tarso probe but does not admit the head probe. 6.1.2 Non -rigid Completely Bounded Openings—A non- rigid opening such as may be found in but not limited to flexible nets, tarps, and plastic enclosures is considered acces- sible if a torso probe will penetrate the opening to a depth of 15 Attachment B Page 7 of 86 Bid Package Issued June 14, 2024 F1487 – 21 4.4 in. (102 nun) or more when tested in accordance with the test procedure outlined in 63.2. i (see Figs. A 1.2 and A 1.3 for probe dimensions). 6.1.2.I Test Procedure for Completely Bounded Non -rigid Openings—Place the torso probe in the opening, tapered -end first, with the plane of its base parallel to the plane of the opening; rotate the probe to its most adverse orientation (that is, the major axis of the base of the probe parallel to the major axis of the opening), apply a force of 50 lbf (222 N) to the prone to attempt to pass it through the opening. If the base of the probe passes through the opening, place the large head probe in the opening, tapered end first, with the plane of its base parallel to the plane of the opening. Apply a force of 50 lbf (222 N) to the probe to attempt to pass it through the opening. A non -rigid opening passes the test if: (1) the opening does not allow the torso probe to be inserted so deep that the opening admits the base of the probe when it is rotated to any orientation about its own axis, or (.2) the opening allows full passage of the torso probe and also allows the large head probe to pass completely through. A non -rigid opening fails the test if the opening allows full passage of the torso probe but does not admit the large head probe. 6.1.3 Boundaries of Large Openings—if the opening admits the 9.0 -in. (229 -mm) head probe, each portion of its boundary shall be evaluated for partially bounded opening requirements of 6.1.4. 6.1.4 Partially Bounded Openings.- 6.1.4.1 penings: 6.1.4.1 A partially bounded opening is considered acces- sible when any of the following conditions exist, and must meet the performance requirements as recommended in 6.1.4.2 and 6.1.4.3. 6.1.4.2 If the unbounded part of a partially bounded opening is between 1.875 ± 0.005 in. (47.6 mm) and 9.0 in. (229 nun) in width when measured perpendicular to each surface, the opening can be considered accessible and must meet the conditions of 6.1.4.3, 6.1.4.3 Test Method—The "A" portion of the test template (Fig. AIA) is to be inserted along the centerline of the opening (determine the most adverse condition) (see Fig. A1.5) so that the centerline of the template follows the centerline of the opening and the plane of the template is parallel to the plane of the opening until the motion is arrested by contact between the test template and the boundaries of the opening. By visual inspection, determine if there is simultaneous contact between the sides of the template. if simultaneous contact is made the opening is accessible and must be tested using the "B" portion of the test template (see Fig. A1.6). 6.1.4.4 If the angle test template "A" indicates failure, check for an exempted thick surface condition by positioning the plane of the "B" portion of the test template between and perpendicular to the plane of the boundaries of the opening (see Fig. A 1.7 and Fig. A1.9). If the test template fits completely within the boundaries of the opening, the opening is considered hazardous and fails the test unless it allows full passage of the 9.0 -in. (229 mm) head probe (see Fig. A 1.8). If the template does not fit down within the boundaries of the opening (defined as the opening outlined by the contact points of the test template "A") the opening is not considered accessible. 16 Sargent Creek Playground Equipment Installation Page 235 of 322 6.1.4.5 The test template is divided into two sections. Section "A" is used first to determine accessibility and is based on the Specification F1004 standard rationale. Section "B" is used to determine if the thickness of the material or the location of the opening prevents access to the opening. The thickness of 0.75 in. (19.1 mm) for the template itself is based on half of the heck depth of a 5th percentile two year old minus compression. This dimension is consistent with Specification F1004. 6.1.4.6 Other dimensions are based on the following: (1 ) 6.1 in. (155 mm) width represents 95th percentile 5 year old head width, (2 ) 1,875 ± 0,005 in. (47.6 nun) is the neck breadth of the 5th percentile 2 year old (2.5 in. (64 nun) minus tissue compression), (3) 8.5 in. (216 nun) shoulder width of 5th percentile 2 year old, and (4) 3.0 in. (76 nim) neck length of a five year old. 6.1.4.7 Exemption to 6.1.4: (1) Those partially bounded openings which are inverted. A partially bounded opening is considered inverted if the lowest interior boundary immediately adjacent to the opening is horizontal or slopes downward. (2) Partially hounded openings that form "V" angles less than 55° where the apex of the angle is formed by an inclined or vertical climbing surface and a rope, chain or cable are exempt if the rope, chain or cable are in contact with the inclined surface at or below the protective surface at the point of the formed "V" angle, (3) Partially bounded openings where simultaneous contact of the "A" portion of the template is less than 24 in. (610 mm) above the protective surfacing - 6.2 Sharp Points and Sharp Edges—There shall be no accessible sharp points or sharp edges on public play equip- ment. 6.2.1 All points and edges on public play equipment shall be tested for sharpness in accordance with the requirements in 16 CFR 1500.48 and 1500.49 referenced in 2.3. 6.2.2 The exposed open ends of tubing shall be provided with caps or plugs that cannot be removed without the use of tools. Chimes, tubes, and other musical equipment is exempt from this requirement; however, the tube edges shall meet 6.2,1. 6.2.3 Suspended members, such as rings on upper body equipment and swing seats, shall have a minimum radius of 0.25 in. (6.4 mm) on corners and edges. This requirement does not apply to swing belt seats, straps, ropes, chains, connectors, and other flexible components. 6.2..4 A cut-off bolt end projecting beyond the face of the nut shall be free of burrs, sharp points, and sharp edges. 6.3 Protrusions --There shall be no protrusions on public play equipment. Three projection test gauges (shown in Fig. A1.10) and a projection gauge (shown in Fig. A1.11) are required to determine whether projections are protrusions. Their use is described in this section. 63.1 Accessible Projections—A projection is not accessible and is not a protrusion when it is recessed or located in such a manner that will not allow any of the projection test gauges to National Recreation and Park Association Attachment B Page 8 of 86 I } } J Bid Package Issued June 14, 2024 F1487 — 21 be placed over it. Any of the conditions described in the remainder of this section constitute a protrusion hazard. 6.3.2 Determining Whether a Projection is a Protrusion— Successively place each of three gauges (see Fig.. A1.10) over each accessible projection in all orientations (see Fig. A1.12 and Fig. A1.13). Determine whether the projection extends beyond the face of any gauge. The projection fails the test and is a protrusion if it extends beyond the face of any of the three gauges. 63.2.1 Exemption to Protrusion Criteria—A manipulative device attached to a rope, cable, or chain is exempt from meeting the projection criteria using the large 3 -in. (76.2 mm) interior diameter projection gauge. The use of the smaller gauges still applies. 6.3.3 Swing Seat Protrusions—Test for this condition with the suspended member in all positions of its intended travel. Keeping the projection test gauge (see Fig. A 1.11) oriented vertically, and its axis parallel to the plane of travel, place it over any projection accessible throughout the path of travel. Any projection on the suspended member which extends beyond the face of the test gauge is a protrusion. 6.4 Entanglement --There shall be no entanglement hazards on public play equipment. Three test gauges, a feeler gauge, and the means to accurately measure a 0.12 in. (3.0 nun) extension are required to determine whether entanglement hazards exist. Any of the conditions described in this section constitutes an entanglement hazard. 6.4.1 Slides—The following requirements apply to slides in the areas shown in Fig. A1.14. Examples are shown in Fig. A 1. 15, Fig. A 1. 16, Fig. A 1. 17, and Fig. A 1.23. 6.4.1.1 A projection that meets both of the following re- quirements is an entanglement hazard: (1) One of the three projection gauges (see Fig. A 1.10) passes over the projection and contacts the initial surface. (2) The projection extends perpendicular (±5°) from the initial surface more than 0.12 in. (3.0 mm). The thickness of the projection gauge (see Fig. Al. I I) tray be used to measure the 0.12 in. (3.0 mm) extension. 6,4.1.2 Slides shall be constructed in such a manner as to provide a continuous sliding surface (roller slides exempted) and shall minimize the likelihood of entanglements. 6.4.2 Projections from a Horizontal Plante—A projection that meets the conditions of 6.4.1.1 (1) and (2) and which also projects upwards from a horizontal plane (see Figs. A 1.15- A 1.17) is an entanglement hazard. 6.4.3 Exposed Bolt End Projections --Any accessible bolt end projecting beyond the face of the nut more than two full threads .is an entanglement hazard (see Fig. A 1.15(6)). A bolt end is inaccessible and not an entanglement hazard when the bolt end is recessed and the 3.5 in. (89 mm) OD projection gauge (see Fig. A 1.10) cannot be made to contact the bolt end when the outside curve of the gauge is placed flat against the recessed area (see Fig. A 1.18). 6.4.4 Projections Which Increase in Siwe—Any projection which fits within any of the three projection test gauges (see Certified Playground Safety Inspector Field Guide Sargent Creek Playground Equipment Installation Page 236 of 322 Fig, A 1.10) and where the increase in size extends greater than 0.12 in. (3.0 mm) from the initial surface with a depth greater than 0.12 in. (3.0 mm) is an entanglement hazard (see Fid;. A1.15). 6.4.5 Connecting Devices—Connecting devices such as, but not limited to, S -hooks and C -hooks, when properly closed, are not entanglement hazards. These connectors are considered closed when there is no gap or space greater than 0.04 in. (1.0 mm) when treasured with a feeler gauge (see Fig. A 1.19(1))_ 6.4.5.1 S -hook connectors are subject to these further re- quirements. If any of the following requirements are not met, an entanglement hazard exists: {1) No portion of the closed end of an S -hook lower loop may project beyond the vertical boundary established by the upper loop (see Fig_ A 1.19(2)). (2) An S -hook upper loop may align with, may partially overlap, or may completely overlap the connector body. If the upper loop completely overlaps the connector body, it must not extend past the connector body (see Fig. A 1.190)). (3) An S -hook lower loop must align with the connector body and not overlap it in any way (see Fig, AL 19(4)). 6.4.5.2 Exemptions to 6.4.5: (1) Connecting devices that have an in -fill such as plastic or cable that completely fills the interior space of both loops preventing entry of items of clothing into the interior of the connecting device. 6.5 Crush and Shear Points—There shall be no crush or shear points caused by junctures of two components moving relative to one another, or at an opening present at the junction of a stationary support and a rigid supporting member for a swinging element (that is, pendulum see saw, glide rides, and so forth) while the swinging elements are within their normal swinging angles. A crush or shear point is any point that entraps at one or more positions a 0.62 in. (15.7 mm) diameter rod. 6.5.1 To reduce the likelihood of unintentional contact with a crush or shear point, an opening shall comply with either 6.5.1.4 or 6.5.1.2. 6.5.1.1 An opening with a minor dimension of less than 1.0 in. (25 mm) is acceptable if a finger probe (as illustrated in Fi-,. A1.20), when inserted point first into an opening, cannot be made to touch any crush or shear point. The probe shall he applied in all possible articulated positions with an application force not to exceed 1 lb (4 N). 6.5.1.2 An opening in an enclosure with a minor dimension of 1.0 in. (25 mm) or more, shall require that the crush or shear point be located at a distance as specified in Tahle I from the plane of the opening. An enclosure in this case covers a crush or shear point. 6.5.1.3 Exemptions to 6.5: (1) Chain and its method of attachment, (2) The attachment area of heavy duty coil springs to the body and base of rocking equipment, (3) The area between a swinging element and a horizontal toprail, and 17 Attachment B Page 9 of 86 Bid Package Issued June 14, 2024 0 F1467 – 21 TABLE 1 Mlnlmum Acceptable Distance from an Opening to a Crush or Shear Point Minimum Dimension of opening,' Minimum Distance from Opening In. (mm), 10.058 to Part, in. (mm) 1 (25) 6.5(165) 1,25 (32) 7.6(190) 1.5(38) 12.5 (318) 1.875 (48) 15.5 (394) 2.125 (54) 17.5 (445) More than 2.125 (54) and less 30 (782) than 6 (152) A See 6.5-1-2. e Between 1 -in. and 2.5-1n. (25 -mm and 64 -mm) interpolation is used tc delennine values spesi€ied in the table. (4) The area between small, lightweight moving parts necessary as an integral part of the play activity (for example, abacus beads, bell clappers, telephone receivers, etc.) provided that this area is not considered a crush or shear point as defined in 3.1.9. 6.6 Suspended Hazards—There shall be no single non -rigid component (cable, wire, rope, or other similar component) suspended between play units or from the ground to the play unit within 45° of horizontal, unless it is above 84 in. (2130 mm) above the protective surface. 6.6.1 Rope, cable, or chain shall be fixed at both ends and not be capable of being looped back on itself, creating an inside loop perimeter greater than 5.0 in. (127 mm). 6.6.2 Exemptions for Suspended Components: 6.6.2.1 Multiple (two or more) suspended components (cables, wire, rope, or similar components) located at two or more elevations, may be suspended below 84 in. (2130 mm) when they comply with all other aspects of the single sus- pended component section and cannot be looped or stretched to contact another suspended component(s). 6.6.2.2 Chain or cable used to support a suspended element intended for standing or sitting that has an attachment point that moves along a designated path of travel is exempt from this requirement. Rope shall not be used as a method of suspending swings and suspended elements. (1) Suspended elements intended for standing or sitting trust meet the requirements of 8.6.7. 6.6.2.3 Rope, cable, or chain with a length of 7.0 in. (178 nun) or less may be attached at one end only. Multiple lengths of such cords that can contact each other would be treated as one length of cord. 6.6.2.4 Climbing net structures shall be exempt from 6.6 but still must meet the requirements of 6.6.1. 6.6,2.5 For ground level components, ropes, chain or cable used to attach manipulative components (for example, mallet for chime panel) to play panels or similar activities shall not be longer than 24 in. (609 mm), The attachment point of the cable to the panel shall not be higher than 27 in. (686 mm) above the underlying surface. 6.6.2.6 A single suspended component can be below 84 in. (2134 mm) if it is a minimum of 1 in. (25 mm) at its widest cross section dimension and is either brightly colored or contrasts with its surrounding environment. 6.7 Elevated Surfaces: 18 Sargent Creek Playground Equipment Installation Page 237 of 322 6.7.1 An elevated surface shall also be considered as a designated play surface if it meets both of the following conditions: 6.7.1.1 A flat surface test device 2.0 in (51 mm) long x 2.0 in (51 mm) wide and constructed of rigid material (see Fig,. A 1.64) shall be placed on the surface. If the entire contact face of the test device (including all four corners) connects simul- taneously with the elevated surface, the underlying surface shall be considered as flat and accessible. 6.7.1.2 The accessible Flat surface shall be less than 30° from horizontal. 6.8 Exemptions—Portions of equipment located more than 84 in. (2130 nun) above any underlying designated play surface are exempt from the requirements of Section 6. 7. Requirements for Access/Egress 7.1 Accessible Routes to a Play Structure: 7. 1.1 Accessible routes within a use zone shall conform to the performance requirements of laboratory Test Specifica- tions F1292 and F1951. Field testing of the accessible route within the use zone shall comply with the requirements of Specification F3313. 7.1.2 Ramps, platforms, or other stationary bridges, when used to connect an elevated access from the perimeter of the playground to the play equipment, shall be exempt from the use zone fall requirements where the connection is made at the perimeter (see Fig. A1.46). 7.2 Rung Ladders, Stepladders, Stairways, and Ramps: 7.2.1 Steps and rungs shall be evenly spaced within a tolerance of "_-0.25 in. (±6.4 mm) and horizontal within a tolerance of ±2°. 7.2.2 Steps and rungs shall not trap water (that is, no standing water) and should not encourage the accumulation of debris. 7.2.3 See Table 2 for access slope; tread, rung, or ramp width; tread depth; ladder rung diameter; and vertical rise. 7.2.4 Ramps that are a component of a play structure and intended to provide wheelchair access shall have a horizontal run between landings not to exceed 144 in. (3660 mm) (see Fig. A1,46). 7.2.5 Landings with play components shall include space for a wheelchair user to park and play with an adjacent circulation path not less than 36 in. (910 mm) wide (see Fig. A1.46). 7.2.6 Handrails: 7.2.6.1 Continuous handrails shall be provided on both sides of stairways (see 7.3.1.3 for spiral stairways), ramps, and stepladders that have more than one tread. (1 ) Exemptions—Stairways do not require handrails where protective barriers are used. Barriers on stairways must provide alternate hand support. 7.2.6.2 Stairways or stepladders consisting of only one tread shall have handrails or alternate means of hand support on both sides. 7.2.6.3 Handrails or other means of hand support shall be available for use at the beginning of the first step. 7.2.6.4 Handrails shall be between 0.95 in. and 1.55 in. (24 mm and 39 mm) in diameter or maximum cross section. National Recreation and Park Association Attachment B Page 10 of 86 Bid Package Issued June 14, 2024 * F1487 - 21 Page 238 of 322 TABLE 2 Rung Ladders, Stepladders, Stairways, and Ramps (Access Slope; Tread, Rung, and Ramp Width; Tread Depth; Rung Diameter; and Vertical Rise, by Age of Intended User) Type of Access Age of Intended User, years 2 through 5 5 through 12 2 through 12 7.2.6.5 Handrail height (the vertical distance between the top front edge of a step or, if used on a ramp, the top of the ramp surface, and the top surface of the handrail above it) shall be between 22 in. and 38 in. (560 mm and 970 min). 7.3 Other Means of Access: 7.3.1 Spiral Stairways: 7.3.1.1 Spiral stairways shall meet the general requirements for spacing, orientation, drainage, tread width, and vertical rise 3 specified for stairway access in 7.2.1 - 7,2.3. 7.3.1.2 The depth of the outer edge of the tread on spiral stairways shall be 7.0 in. (178 mm) or greater on equipment for children 2 through 5 years, and 8.0 in. (203 nun) or greater on equipment for children 5 through 12 years. These depth requirements apply to spiral stairways with both open and closed risers, 7.3.1.3 Spiral stairways shall meet the requirements speci- fied for handrails in 7.2.6. However, when the design of the stairway does not permit handrails on both sides of the stairway, a continuous handrail shall be provided along the outside perimeter of the steps. 7.3.2 Climbers: J 7.3,2.1 Arch climbers and flexible climbers shall not be used as the sole means of access to other components of equipment intended for use by 2 to 5 year olds. J J Certified Playground Safety Inspector Field Guide Sargent Creek Playground Equipment A Installation 7.3.2.2 Flexible climbing components shall be securely connected at both ends. When one end is connected to the ground and the flexible component is not vertically shielding the anchoring device, the anchoring device shall be beneath the base of the minimum required depth of the protective surfacing material. Where unitary surfacing material is used, a mainte- nance access opening is per n ssible, provided that the anchor- ing device is not accessible when tested with the 3.50 in. (98.9 mm) Q.D. projection gauge [Fib. A1.10) as in Fig, A1,18. Tensioning devices are not considered to be part of the anchoring device. 7.3.2.3 Connections between ropes, cables, chains, or tires used as access to other components of equipment shall be securely Fixed. 7.3.2.4 Flexible components used as access to other com- ponents of equipment for use by 2 through 5 -year-olds shall readily allow users to bring both feet to the same level before ascending to the next level. 7.3.2.5 Climbers used as access shall provide a means of hand support for use while climbing. 7.4 Transition from Access to Platform: 7.4.1 On stairways and stepladders, there shall be a continu- ation of handrails from the access to the platform. 19 Attachment B Page 11 of 86 Bung Ladders:" Slope 75 to 90' 75 to 9o, 75 to 90' Total ladder width' z12 in. (300 mm) X16 In. (410 mm) '16 in. (410 mm) Vertical rise (top of rung to top X12 in.c (300 mm) s12 In -l-(300 mm) s12 in -0 (300 mm) of rung) Flung diameter 0.95 to 1.55 in. (24 to 39 mm) 0.95 to 1.55 in. (24 to 39 mm) 0.95 to 1.55 in. (24 to 39 mm) Stepladders: Slope 50 to 75' 50 to 75' 50 to 75' Tread width: Single file access 12 to 21 In. (300 to 530 mm) el6 In. (410 mm) 16 to 21 in. (410 to 530 mm) Two -abreast access A 336 In. (910 mm) A Tread depth: Open riser 37.0 in. 1178 mm) 33.0 in. (76 mm) 37.0 In. (178 mm) Closed riser 37.0 in. If 78 mm) 36,4 in. (152 mm) 37.0 in. (1178 mm) Vertical rise (top of step to top s9A imo (229 mm) x12,0 in.o (305 mm) 1c9.0 in. c' (229 mm) of step) Stairways: Slope <50' c50° a50' Tread width: Single file access 312 in. (300 mm) }16 in. (410 mm) 316 In. (410 mm) Two -abreast access }30 in. (760 mm) ?36 in. (9 10 mm) 538 in. (910 mm) Tread depth: Open rlser X7.0 in. (178 mm) X8.0 in. (203 mm) X8.0 In. (203 mm) Closed riser X7.0 in. (178 mm) 38.0 in. {203 mm) z-8.0 In. (203 mm) Vartical rise (top of step to top 59.0 In.c (229 mm) !12.0 iris (305 mm) 59.0 in.c (229 mmi of step) Ramps (does not address wheelchair use): Slope (verticalftrizontal) 51.8 X1.8 s7:8 Width: Single file access X12.4 in. (300 mm) }16.6 In. (410 mm) 316.4 in. (414 mm) Two -abreast access ?30.0 fn. (784 mm) 336.0 In. (910 mm) ?35.0 fn. (910 mm) " Shall not be a sole means of access on a play structure designated for children less than 5 years of age_ a Excluding side supports. c Entrapment provisions apply. 7.2.6.5 Handrail height (the vertical distance between the top front edge of a step or, if used on a ramp, the top of the ramp surface, and the top surface of the handrail above it) shall be between 22 in. and 38 in. (560 mm and 970 min). 7.3 Other Means of Access: 7.3.1 Spiral Stairways: 7.3.1.1 Spiral stairways shall meet the general requirements for spacing, orientation, drainage, tread width, and vertical rise 3 specified for stairway access in 7.2.1 - 7,2.3. 7.3.1.2 The depth of the outer edge of the tread on spiral stairways shall be 7.0 in. (178 mm) or greater on equipment for children 2 through 5 years, and 8.0 in. (203 nun) or greater on equipment for children 5 through 12 years. These depth requirements apply to spiral stairways with both open and closed risers, 7.3.1.3 Spiral stairways shall meet the requirements speci- fied for handrails in 7.2.6. However, when the design of the stairway does not permit handrails on both sides of the stairway, a continuous handrail shall be provided along the outside perimeter of the steps. 7.3.2 Climbers: J 7.3,2.1 Arch climbers and flexible climbers shall not be used as the sole means of access to other components of equipment intended for use by 2 to 5 year olds. J J Certified Playground Safety Inspector Field Guide Sargent Creek Playground Equipment A Installation 7.3.2.2 Flexible climbing components shall be securely connected at both ends. When one end is connected to the ground and the flexible component is not vertically shielding the anchoring device, the anchoring device shall be beneath the base of the minimum required depth of the protective surfacing material. Where unitary surfacing material is used, a mainte- nance access opening is per n ssible, provided that the anchor- ing device is not accessible when tested with the 3.50 in. (98.9 mm) Q.D. projection gauge [Fib. A1.10) as in Fig, A1,18. Tensioning devices are not considered to be part of the anchoring device. 7.3.2.3 Connections between ropes, cables, chains, or tires used as access to other components of equipment shall be securely Fixed. 7.3.2.4 Flexible components used as access to other com- ponents of equipment for use by 2 through 5 -year-olds shall readily allow users to bring both feet to the same level before ascending to the next level. 7.3.2.5 Climbers used as access shall provide a means of hand support for use while climbing. 7.4 Transition from Access to Platform: 7.4.1 On stairways and stepladders, there shall be a continu- ation of handrails from the access to the platform. 19 Attachment B Page 11 of 86 Bid Package Issued June 14, 2024 0' F1487 — 21 7.4.2 On accesses that do not have side handrails, such as rung ladders, arch climbers, or flexible climbers, there shall be alternate hand gripping support to facilitate the transition to the platform. 7.4.3 For rung ladders, flexible climbers, and arch climbers, the stepping surface used for final access shall not be above the designated play surface it serves. 7.5 Platforms, Landings, Walkways, Ramps. and Similar Transitional Play Surfaces: 7.5.1 Platform surfaces shall be horizontal within a toler- ance of i-2°. 7.5.2 Platforms, landings, walkways, ramps, and similar transitional play surfaces shall not trap water and should not encourage accumulation of debris. 7.5.3 Platforms, landings, walkways, ramps, and similar transitional play surfaces that are elevated above the protective surfacing and that are accessible to wheelchairs shall provide a clear width of not less than 36 in. (910 mm). Clear width may be reduced to 32 in. (810 mm) for not more than 24 in. (SIO mm) along the path of travel (see Fig. A1.48). 7.5.4 Turning spaces and parking spaces provided at a transfer point on wheelchair -accessible platforms shall not overlap (see Fig. A 1.17). 7.5.5 Guardrails shall be provided on platforms, landings, walkways, ramps, and similar transitional play surfaces, in accordance with 6.1, 7.5.5, and 7.5.6. Guardrails shall contain no designated play surfaces. Guardrails are not intended to surround the designated play surfaces on play equipment (for example, balance beams and climbers) unless required in Section 8. 7.5.5.1 Guardrails or protective barriers are required on. elevated surfaces that are greater than 20 in. (508 mm) above the protective surfacing when intended for use by 2- through 5 -year-olds, on elevated surfaces greater than 30 in. (760 mm) above the protective surfacing when intended for use by 5 - through 12 -year-olds, and on all elevated wheelchair - accessible platforms except as specified in 7.5.5.2 and 7.5.6.3 (see Fig. A] A9). 7.5.5.2 Guardrails shall completely surround the elevated surface except for entrance and exit openings necessary for each event. (1,) The maximum clear opening without a top horizontal guardrail shall be 15 in. (380 mm). (2) Means of ascent and descent that are accessible by openings with horizontal dimensions greater than 15 in. (380 mm) shall have a minimum of one top rail of a guardrail. (3) Stairs, ramps, and upper body components, or compo- nents that provide a transfer point (system) or entry paint as defined in the DOJ 2014 Standard for Accessible Design are exempt from this requirement. (4) Professional judgment shall be used in the design and placement of all openings on wheelchair -accessible, elevated surfaces, and a means provided to prevent wheelchairs from falling off. 7.5.5.3 The top surface of guardrails shall have a height 29 in. (740 mm) or greater when the elevated surface is for use by 2 through 5 -year-olds, and 38 in. (970 mm) or greater when for use by 5 through 12 -year-olds. 24 Sargent Creek Playground Equipment Installation Page 239 of 322 7.5.5.4 The lower edge of guardrails on elevated surfaces intended for 2 through 5 -year-olds shall be no greater than 23 in. (580 mm) above the underlying equipment surface. For elevated surfaces intended for 5 through 12 -year-olds, the lower edge of the guardrails shall be no greater than 28 in. (7 10 mm) above the underlying equipment surface. 7.5.5.5 Wheelchair -accessible ramps less than or equal to 30 in. (750 mm) above the protective surface of the use zone, when designed for use by 2- through 5 -year-olds, or less than or equal to 48 in. (1220 mm), when designed for use by 5- to 12 -year-olds, shall have a handrail 26 in. to 28 in. (660 mm to 710 mm) high on each side of the ramp and conform to 7.2.6.3 and 7.21.6.1. Ramp height shall be measured at the highest point (see Fig. A] .46). 7.5.5.6 Wheelchair -accessible ramps must have a curb pro- jecting above the ramp a minimum of 2.0 in. (51 mm) at both edges when any of the following conditions are present (see Fig. A 1.46); (1) Guardrails or barriers not extending to within 1.0 in. (25 mm) of the ramp surface, (2) Ramps with two rails and no barrier, or (3) Ramps where the barrier is beyond the edge of the ramp surface. 7.5.6 Protective barriers shall contain no designated play surfaces and shall minimize the likelihood of climbing. Barri- ers are not intended to surround the designated play surfaces on play equipment (for example, balance beams and climbers) unless required in Section 8, 7.5.6.1 Protective barriers are required on elevated surfaces greater than 30 in, (760 nun) above the protective surfacing when intended for use by 2 through 5 -year-olds, and greater than 48 in. (1220 mm) above the protective surfacing when intended for use by 5 through 12 -year-olds, Ramp height shall be measured at the highest point. (1) On stairways, all steps greater than 48 in. (1220 mm) above the protective surfacing shall require protective barriers. (2) The height of the protective barrier on a step shall be the vertical distance -between the top front edge of a step and the top surface of the protective barrier. 7.5.6.2 Wheelchair -accessible ramps that require barriers shall have a handrail 26 in. to 28 in. (660 mm to 710 mm) high on each side of the ramp. 7.5.6.3 Protective barriers shall completely surround the elevated surface except for entrance and exit openings neces- sary for each event. (1) The maximum clear opening without a top horizontal guardrail shall be 15 in. (380 mm). (2) Means of ascent and descent that are accessible by openings with horizontal dimensions greater than 15 in. (380 mm) shall have a minimum of one top rail of a guardrail - (3) Stairs, ramps, and upper body equipment are exempted from this requirement. (4) Professional judgment shall be used in the design and placement of all openings on wheelchair -accessible, elevated surfaces and a means provided to prevent wheelchairs from falling off. 7.5.6.4 The top surface of protective barriers shall have a height 29 in. (740 mm) or greater when the elevated surface is National Recreation and Park Association Attachment B Page 12 of 86 Bid0k1 age Issued June 14, 2024 F1487 — 21 for use by 2 through 5 -year-olds, and 38 in. (970 mm) or greater when intended for use by 5 through 12 -year-olds. 7.5.6.5 Openings within barriers or between the platform surface and lower edge of protective barriers small preclude passage of the torso probe (see ().1.1). 7.5.7 Adjacent Platforms: 7.5.7.1 Adjacent platforms between which access is in- tended that have a height difference greater than 12 in. (300 mm) when intended for use by 2 through 5 -year-olds, and greater than 18 in. (460 mm) when intended for use by 5 through 12 -year-olds shall require an access component (see. Fig. A1.21). 7.5.7.2 Access components between adjacent platforms shall comply with the requirements of 7.4. 7.5.7.3 Guardrail and protective barriers on adjacent plat- forms shall meet the requirements specified for other platforms in 7.5.5 and 7.5.o except areas between platforms that do not permit the full barrier height. in these areas, protective infill shall be used (see Fig, A l 1), 7.5.7.4 The upper platform of adjacent platforms, between which access is intended, shall have guardrails or protective barriers on the side adjacent to the lower platform. The height difference between adjacent platforms is used to determine if a guardrail or barrier is required. Guardrails or barriers are required on the upper platform when the height difference exceeds 20 in. (508 mm) for 2 through 5 year olds and 30 in. (760 tom) for 5 through 12 year olds. Protective barriers are required on the upper platform When the height difference exceeds 30 in. (760 mm) for 2 through 5 year olds and 48 in. (1220 mm) for 5 through 12 year olds. The guardrails or protective barriers shall meet the requirements of 7,5.5 and 7.5.6, exempting 7.5.5.1 and 7.5.61 1. 8. Equipment 8.1 Balance Beams: 8.1.1 The top surface of balance beams shall he no greater than 12 in. (300 mm) above the protective surfacing when intended for use by 2 through 5 -year-olds, and no greater than 16 in. (410 nun) above the protective surfacing when intended for use by 5 through 12 -year-olds. 8.1.2 Support posts for balance beams shall not pose a tripping hazard. 8.1.3 The fall height of balance beams shall be the distance between the highest part of the walking surface and the protective surface below. 8.2 Climbers: 8.2.1 Rigid rungs that are used for hand support during ascent and descent of climbing apparatus shall be between 0.95 in. (24.1 mm) and 1.55 in. (39.4 mm) in diameter and shall not twist/rotate about its own axis. Flexible components (that is, rope, cable, chain) used as handgripping components shall be between 0.62 in and 1.55 in. (16 mm and 39.4 mm) in diameter. 8.2 .2 Flexible components (for example, nets, chains, tires, and so forth) of stand-alone climbing structures shall meet the same requirements as those specified in 7.7.2 for components that provide access to or linkage between structures. Certified Playground Safety Inspector- Field Guide Sargent Creek Playground Equipment Installation Page 240 of 322 9.2.3 The fall height of climbers used for accesslegress from or to composite play structures small be the distance between the highest part of the climber intended for foot support and the protective surface below. 8.2.4 The fail height of free standing climbers (e.g., geode- sic domes, free standing climbing walls) shall be the distance between the highest part of the climbing component and the protective surface below, 8.2.5 3 -Dimensional Climbing Net Structure:. 8.2.5.1 The mesh structure shall be arranged in a manner so there is no clear opening between flexible members with a vertical dimension greater than 72 in. (1829 mm) and a diameter greater than 18 in. (457 mm) for climbing nets intended for 2 through 5 -year-olds, and a diameter greater than 20 in. (508 mm) for climbing nets intended for 5 through 12 -year-olds. (See Fig. A i .54.) 8.2.5.2 The fall height for 3-dimensional matrix nets shall be the highest distance of either the interior or exterior fall height. The minimum fall height for structures with an overall height greater than 72 in. (1824 mm) shall be 72 in. (I) The exterior fall height shall be the distance from the protective surfacing to the highest point at which a rigid vertical device contacts the climbing net structure when moved around the perimeter, (See Figs. A I.55 -A i .57.) (2) The interior fall height shall be the distance between the protective surfacing and the highest member where there is a clear vertical path to the protective surfacing with a diameter of 18 in. (457 mm) for climbing nets intended for 2 through 5 -year-olds, and with a diameter of 20 in. (508 mm) for climbing nets intended. for 5 through 12 -year-olds. (See Figs. A] -55-A1,5T) 8.3 Upper Body Equipment: 8.3.1 The center -to -center distance between rungs on upper body equipment with fixed handholds shall be no greater than 15.0 in. (38I nun). 8.3.1.1 Rigid surfaces of all handgrip devices on upper body equipment shall be between 0.95 in. (24,1 mm) and 1.55 in. (39.4 mm) in diameter and shall not twist/rotate about its own axis. 8.3.2 The horizontal distance from the leading edge of the take -off or landing structure, or both, out to the first handhold of upper body equipment shall be no greater than 10 in. (250 mm). In addition, where the take -off or landing point is provided by means of rungs, the horizontal distance to the first handhold shall be at feast 8 in. (200 mm) but no greater than 10 in. (250 mm). 8.3.3 The maximum height of upper body devices for use by 2 through 5 -year-olds shall be no greater than 60 in. (1524 mm), measured from the center of the grasping device to the top of the protective surfacing below. The maximum height of upper body devices for use by 5 through i2 -year-olds shall be no greater than 84 in. (2130 mm). Upper body equipment intended for users in wheelchairs shall have grasping devices no greater than 54 in. (1370 mm) above the accessible surface (see Fig, A 1.50). 8.3.4 The maximum height of the take-off/landing structure for upper body equipment shall be no greater than 18 in. (460 mm) above the protective surfacing on equipment for 2 through 21 Attachment B Page 13 of 86 Bid Package Issued June 14, 2024 -0 F1487 — 21 5 -year-olds, and no greater than 36 in. (910 nun) above the protective surfacing on equipment for 5 through 12 -year-olds. 8.3.5 For moveable hanging rings and hanging rungs, the distance between the uppermost pivot and the bottom of the handgrip device shall be no greater than 15.0 in. (381 mm). Any flexible elements (chain, cable, connectors such as "S" hooks, and so forth) used to suspend the ring or rung, shall have a total length no greater than 7.0 in. (178 mm) (see Fig. A 1.30 and Fig. A1.52). 8.3.6 The fall height of upper body equipment shall be the distance between the highest part of the equipment and the protective surface below. Equipment support posts with no designated play surfaces are exempt from this requirement. 8.4 Sliding Poles: 8.4.1 Clearance distances from structures to the pole shall be between 18 in. (460 mm) and 20 in. (508 mm). 8.4.2 When accessed from a platform, access to the sliding pole shall be from one height only. 8.4.3 A sliding pole accessed from a platform shall rise 60 in. (1524 mm) or greater above the surface of the platform. 8.4.4 The pole shall be no greater than 1.9 in. (48 mm) in diameter. 8.4.5 The sliding portion of the sliding pole shall be continuous, with no protruding welds, joints or abrupt changes in direction. 8.4.6 The guardrail or protective barrier at a platform entrancelexit opening shall have an opening with a maximum horizontal dimension of 15 in. (380 mm). 8.4.7 The fall height of sliding poles shall be 60 in. (1524 mm) below the highest portion of the pole to the protective CD surfacing below. 8.5 Slides: 8.5.1 Accesses to slides shall meet the same requirements as those for playground equipment in general, as specified in Section 7 (embankment slides excepted). 8.5.2 Slide Transition Platforms: 8.5.2.1 Slide transition platforms shall meet the same re- quirements for orientation, drainage, guardrails, and protective barriers specified for platforms on other playground equipment in 7.5. 8.5.2.2 The depth of the transition platform on slides shall be 14 in. (360 mm) or greater. 8.5.2.3 The transition platform shall have a width equal to or greater than the width of the sliding chute at the entrance. 8.5.3 Slide Chute Entrance: 8.5.3.1 Handrails or other means of hand support shall be provided at the slide chute entrance to facilitate the transition from standing to sitting. 8.5.3.2 At the slide chute entrance, there shall be a means to channel the user into a sitting position (for example, guardrail, hood, and so forth). 8.5.4 Slide Chute: 8.5.4.1 The height/length ratio of the sliding surface shall not exceed 0.577. For spiral slides and other curved slides, the length shall be measured as the horizontal projected path of the user. (See Fig. A] .22.) 8.5.4.2 No span of the sliding surface shall have a slope that exceeds 50'. 22 Sargent Creek Playground Equipment Installation Page 241 of 322 8.5.4.3 The slide chute inside width shall be 12 in. (300 mm) or greater for 2 through 5 -year-olds, or 16 in. (410 trim) or greater for 5 through 12 -year-olds. 8.5.4.4 Slides with flat, open chutes shall have sidewalls with a height 4.0 in. (102 mm) or greater, that extend along both sides of the chute for the entire length of the sliding surface. 8.5.4.5 Straight slides may have a chute with a circular, semicircular, or curved cross section, provided that: (I) the height of the sidewall is 4.0 in. (102 mm) (y) or greater when measured at right angles above a horizontal line (x) that is 12.0 in. (305 mm) long when intended for 2 through 5 -year-olds or 16.0 in. (406 min) long when intended for 5 through 12 -year- olds (see Fig. A1.';), or (2) the vertical sidewall height (H) of such slides are a minimum of 4.0 in. (102 min) minus 2 times the width of the bedway (lei divided by the radius (R) of the bedway curvature., as follows (see Fig. A 1.24): (2W) IT 8.5.4.6 All slides with a curved cross section shall minimize the likelihood of lateral discharge (for example, spiral slides and other slides that change in horizontal direction; slides with a wide, shallow chute; and so forth). 8.5.4,7 The internal diameter of tube slides shall be 23 in. (580 mm) or greater. 8.5.5 Exit Region: 8.5.5.1 Slides shall have an exit region length of I i in. (280 nun) or greater (see Fig. A I.25). 8.5.5.2 The slope of the exit region shall be between 0 and —10° as measured from horizontal (see Fig. AL25). 8.5.5.3 For slides with an elevation of no greater than 48 in. (1220 mm), the height of the exit end of the sliding surface shall be no greater than I1 in. (280 nun) above the protective surfacing. For slides with an elevation greater than 48 in. (1224 mm), the height of the exit end of the sliding surface shall be between 7 in. (180 mm) and 15 in. (380 nun) above the protective surfacing (see Fig. A1.26, Note 1). 8.5.5.4 The radius of curvature of the sliding surface in the exit region shall be 30 in. (760 mm) or greater (see Fig. A1.25). 8.5.5.5 Slide exit edges shall be rounded or curved. 8.5.6 Slide Clearance &nes: 8.5.6.1 A clear area, free of equipment, shall surround the slide chute. This area is defined by Fig, A1.27 (top illustration). Portions of slides containing hoods or other devices to channel the user into a seated position, spiral slides, and tube slides are exempt. The clear area shall extend through the slide exit clearance zone. 8.5.6.2 Spiral slides with open chutes shall maintain a clear area, free of equipment, as defined by Fig. A 1,27 (bottom illustration). The clear area shall extend through the slide exit: clearance zone. 8.5.7 The fall height of slides shalt be the distance between the slide transition platform and the protective surface below. 8.5.8 Embankment Slides: 8.5.8.1 The bottom of the slide chute on embankment slides shall be no greater than 12 in. (305 mm) above the surrounding ground surface inside the slide clearance zone. See Fig, A] .63. National Recreation and Park Association Attachment B Page 14 of 86 J Bid Package Issued June 14, 2024 F1487 — 21 8.5-8,2 The platform, sitting section, or slide entry of an embankment slide shall meet the requirements of 8.5.2. 8.5.8.3 Embankment slides shall meet the requirement of 8,5,3 - 8.5.6, 8.5.8.4 The fall height of an embankment slide in the slide exit use zone shall be a minimum of 40 in. (1016 mm), 8.6 Swings: 8.6.1 Placement: 8.6.1.1 Swings shall be located away from other play structures and circulation areas. (Also see 9.4.1.) 8.6.1.2 Swings shall not be attached to a composite play structure. 8.6.2 Support Structure—The support structure shall be designed to discourage climbing and shall have no designated play surfaces. 8.6.3 Hangers—Hangers shall have bearings, bushings, or other means of reducing the friction and wear of all moving parts and surfaces at the pivot point when moving in the intended direction of travel. 8.6.4 Suspended Elements: 8.6.4.1 Suspended elements shall be smoothly finished with blunt or rounded edges and shall conform to 6.2. 8.6.4.2 Suspended elements shall not impart a peak accel- eration in excess of 100 g and shall have a HIC score not to exceed 500 when tested in accordance with impact attenuation requirements in 8.6,7. (1) Materials subject to loss of impact attenuation shall be addressed by the manufacturer per maintenance requirements found in 13.1. 8.6.4.3 Any part of a swing which is a minimum of 84 in. (2134 nim) above the protective surface at its lowest point in use is exempt from the impact requirements. 8.6.4.4 No more than two suspended elements shall be located within a swing bay. There shall be no limit on the number of bays provided in a single structure. 8.6.4.5 Only one multiple occupancy suspended element shall be mounted within a swing bay. Single axis suspended elements intended for a maximum of two users are exempt from this requirement. 8.6.5 Clearances: 8.6.5.1 Single Axis Swings: (l) Unless otherwise specified, when testing for clearances, flexible elements such as belt seats which change shape during use shall be occupied either by the maximum number of designated users or a test device. Applied load shall be 120 lb (55.4 kg) with a seated hip breadth of 13.1 in. (333 mm) per user. (2 ) The horizontal distance between adjacent suspension elements at rest shall be no less than 24 in. (610 mm) when measured at 60 in. (.1524 mm) above the protective surface (see Fig. A I.2S). (3) The horizontal distance between the supporting struc- ture and the adjacent suspension elements (that is, chain or cable) or suspended elements (that is, seat), whichever is closer, shall be no less than 30 in. (762 mm) when measured at 60 in. (1524 nun) above the protective surface. Swings consisting of only one suspended element (single or multi-user) per structural bay are exempt from this requirement when the Certified Playground Safety Inspector Field Guide Sargent Creek Playground Equipment Installation Page 242 of 322 lateral movement of the suspended element is limited such that there is no potential to impact the support structure, and a 30 in. (762 nun) minimum clearance is maintained between the suspended element and the support structure when measured 24 in. (607 mm) above the top surface of the suspended element. See Fig. A L28. (4) The horizontal distance between the points where single axis swings attach to the hangers shall be greater than the width of the suspended element when occupied either by the minimum user or a test device, both having the following characteristics: 24.4 tb 01.3 kg) with a seated hip breadth of 6.7 in. (170 mm), but shall not be less than 20 in. (508 mm), (5) The vertical distance between the underside of a sus- pended element and the protective surface shall be no less than 24 in. (610 mm) for enclosed swing seats, and no less than 12 in. (305 mm) for all other elements. 8.6.5.2 Multi Axis Swings: (1) Clearance Zone—The unobstructed clearance zone re- quired for the suspended element is a cylindrical unobstructed zone centered on the pivot point of the swing with a radius equal to Y + 30 in. (762 mm) whose cylinder length is from the top of the protective surface to the pivot point of the swing with Y as shown in Fig. A 1.79. (2) Underseat Clearance—The vertical distance between the underside of the suspended element and the protective surface of the use zone shall never be less than 12 in. (305 mm) regardless of occupancy conditions. 8.6.5.3 Combination Swings—Dynamic motion of the sus- pended clement(s) may be influenced by the movement of the frame or other suspended elements (that is, seat), or both - Dynamic motion of the suspended elements must meet the following criteria when in use: (1) Underseat Clearance The vertical distance between the underside of the suspended element and the protective surfacing of the use zone shall never be less than 12 in. (305 rpm). (2) Clearance Zane—The suspended element shall not come within 30 in. (762 mm) of any support structure or other suspended element through its dynamic range of motion during use. 8.6.6 The fall height of swings shall be the vertical distance between the pivot point and the protective surface of the use zone. 8.6.7 Suspended Element Impact Attenuation Testing—This test is intended to be performed by the manufacturer or test laboratory under controlled conditions. Field testing is permit- ted provided it is performed by qualified personnel and all testing criteria for conditions are met. 8.6.7.1 Principle --Suspended elements are raised and al- lowed to swing to strike a test mass. The signal emitted by an accelerometer during each impact is processed to determine the peak value of acceleration and the HIC score. 8.6.7.2 Test Apparatus: (1) Test Device—Components as described below. arranged per .Fig. A] .60. (2) Test Mass—Test mass shall consist of an aluminum sphere or hemisphere with a diameter of 6.3 in. ± 0.188 in. 060 mm ± 5 mm). mass 10.1 lb :- 0.I ib (4.6 kg ± 0.05 kg). 23 Attachment B Page 15 of 86 Bid Package Issued June 14, 2024 & F1487 — 21 and surface roughness less than 0.001 in. (25 µm) such that the impacting part between the surface struck and the accelerom- eter is homogeneous and free from voids, (3) Accelerometer—The accelerometer shall be mounted at the centre of gravity of the test mass (8.6.7.2(2)) assembly with the sensitive axis aligned to within 2° of the direction of travel of the test mass, capable of measuring acceleration triaxially. (4) Test Mass Suspension System—Chains, two '/s in. (6 mm) gauge, of equal length suspended from pivots 24 in. (610 mm) apart at the approximate height of the bearings of the suspended element (8.6,7.2(2)). (5) Instrurnefitation—Specifications for accelerometer, data acquisition, and analysis shall be in accordance with the current revision of Specification F355. 8.6.7.3 Procedure: (1) Hang the suspended element using standard attachment methods (chain, cable, etc.) as specified by the manufacturer to produce the most adverse condition in which the product is used. Testing shall. be performed at 72 °F ± 5 °F, Nam 2—Higher beam heights, using coated chain or stiffer suspension elements will produce higher impact results. (2) Arrangement of Test Device—Arrange the test device so that the most adverse leading edge of the suspended element just touches the leading edge of the test mass in its at -rest position. (3) Raising Suspended Element for Test: (a) Raise the suspended element along its arc of travel until the suspension element (that is, chain, etc.) forms an angle of 609 from its at -rest position (see Fig. A 1.60). (b) When the suspended element is suspended from chains etc., some curvature will be produced in the suspending elements. Adjust the seat position to determine the curvature which provides a stable trajectory. (c) Exercise caution to prevent damage to the test equip- ment. Where there is any possibility of the accelerometer range being exceeded, it is recommended that preliminary tests be made at lower angles (for example, I0', 20° and 30"). If there is doubt concerning the suspended element trajectory or stability, the test mass or guidance structure, or both, it is recommended that trial releases be made without impacting the test mass. (d) Some elements of a flexible nature will require a brace to maintain its configuration during the test procedure. This brace should be mounted between the attachment points and form a dimension of 13.1 in. (333 mm) across at the attachment points. The mass of the brace should not exceed 10 %n of the mass of the seat. (4) Support and Release of the Suspended Element— Support the element in the raised position by a mechanism that provides release without the application of external forces which would disturb the trajectory of the suspended element. Ensure that the seat and suspending elements are motionless. Release the element so that the assembly travels in a smooth downward arc without any visible oscillations or rotations of the element which would prevent it from striking the test mass at the impact point. (5) Collection of Data—Once satisfactory system operation and calibration are obtained, collect data for 10 impacts. 24 Sargent Creek Playground Equipment Installation Page 243 of 322 Measure the peak acceleration and HIC for each impact. Time between each impact shall be 1.5 min ±- 30 s. f6) Peak Acceleration and HIC Record the peak accelera- tion and HIC as the mean value from the 10 impacts. 8.6.7.4 The manufacturer shall designate the maximum height of the pivot point at which the suspended element meets the requirements as specified in 8.6.4.2. Applicable require- ments for the suspended elements shall also he included. 8.7 Swinging Cates and Doors --Swinging gates and doors shall meet the requirements for vertical rotating equipment found in 8.8. 8.8 Vertical Rotating Equipment—Equipment that rotates about an axis which is greater than 45' from horizontal. 8.8.1 General Configuration: 8.8.1.1 Hand support shall be provided to help children maintain their balance and provide a secure means of hanging on, or the area in which the children sit shall be concave or tub like to contain the user to reduce the likelihood of ejection. 8.8.1.2 Equipment with a maximum dimension greater than 20 in. (508 mm) measured from the axis of rotation to the outmost perimeter shall have a perimeter that is approximately circular. The difference between the minimum and maximum radii shall not exceed 2 in. (50 mm) {see Fig. A1.31). Any component extending beyond the outer perimeter shall be designed to minimize the likelihood of hazardous impact during use. 8.8.1.3 Equipment with a maximum dimension less than or equal to 20 in. (508 mm) measured from the axis of rotation to the outmost perimeter may be non -circular in shape. 8.8.1.4 Equipment designed for climbing shall also meet the requirements in 8,2. 8.8.1.5 Platforms Flush to the Protective Surfacing There shall be no gap greater than 0.312 in. (7.9 mm) measured in any direction between the platform and protective surfacing, 8.8.1.6 Rigid PIatforms Not Flush to the Protective Surfacing—The underside of the equipment shall be free from abrupt changes that are rigid and hang below the overall thickness of the platform. The clearance between the equip- ment and the protective surfacing shall be between 2.38 in. and 3.50 in. (60.5 mm and 88.9 mm) or greater than 9.0 in. (228.6 mm) unless a protective skirt is provided. When a protective skirt is provided, it shall be smooth and continuous, tapered towards the axis of rotation to a clearance between 2.38 in. and 3.50 in. (60.5 mm and 88.9 mm) or greater than 9.0 in. (228.6 nun) at the Iowest point. 8.8.1.7 Equipment with a maximum dimension greater than 20 in. (508 nutt) measured from the axis of rotation to the outmost perimeter shall be designed and constructed to mini- mize the likelihood of hazardous impact by any rigid members, and provide clearance to the protective surfacing material should the user fall or pass through the interior of the equipment during use. 8,8.1.8 Equipment with a reducing plane of rotation shall maintain a minimum clearance of 9 in. (229 thin). See Fig. x,1.61. National Recreation and Park Association Attachment B Page 16 of 86 3 �l Bid Package Issued June 14, 2024 -* F1487 -- 21 8.8.1.9 Equipment with a maximum dimension less than or equal to 20 in, (508 tnm) measured from the axis of rotation to the outmost perimeter are exempt from requirements 4.8.1.6 and h.F. l _h, 8.8. LI 0 Clearance Zoite—Rotating equipment shall have a clear area free of rigid structural components of 72 in. { 1829 mm) as defined in Fit=_ A 162, Rotating equipment shall have a clear area free of rigid and non -rigid components such as but not limited to cables, netting, and belting of 2I in. (533 mm) as defined in F A I .62. Rotating upper body equipment with a maximum dimension less than or equal to 20 in. (508 mm) measured from the axis of rotation to the outermost perimeter is exempt from the clearance zone requirement. 8.8.2 Oscillation—Equipment shall not be provided with an oscillatory (up and down) motion. 8.8.3 Speed Limitations—Equipment requiring speed limi- tation shall be constructed to limit their maximum speed to one of the following formulas, where D equals diameter in feet, and V equals peripheral velocity in ft/s. 8.8.3.1 Velocity, V = 4.012 x qD. 8.8.3.2 Revolutions per minute, rlmin = 76.6321qD. 8.8.3.3 Equipment with a maximum dimension less than or equal to 20 in. (508 mm) measured from the axis of rotation to the outmost perimeter are exempt from the speed limitation requirements. 8.8.3.4 Equipment with a maximum dimension greater than 20 in. (508 maxi) measured from the axis of rotation to the outermost perimeter which also possess a 108 in. (2743 mm) use zone are exempt from speed limitation requirements (see Fig,. A 1.33). 8.8.4 The fall height of vertical rotating equipment shall be the distance between the highest designated play surface and the protective surface below. 8.9 Roller Slides: 8.9.1 Roller slides shall meet the specified requirements for slides in 8.5. 8.9.2 There shall be no crush, shear, entrapment. entanglement, or catch points between the junctures caused by two or more components. 8.9.2.1 A crush, shear, entrapment, or catch point is any point that will admit a 3N in. (5 mm) diameter neoprene rod at one or more positions, either between rollers or adjacent stationary segments. 8.9.3 The neoprene rods shall have a hardness reading between 50 and 60 as determined by a Type A durometer in accordance with Test Method D2_140. 8.9.4 The fall height of roller slides shall be the distance between the slide transition platform and the protective surface below. 8.10 Seesaws: 8.10.1 Fulcrum seesaws (also known as teeter totters) shall not be on a playground designated for children less than 5 years of age unless they are equipped with a spring centering mechanism to minimize abrupt contact with the underlying protective surface should one child choose to dismount. 8.10.2 Shock -absorbing material, such as automobile tires, should be embedded in the underlying protective surface beneath the ends of fulcrum seesaws, or secured to the Certified Playground Safety Inspector Field Guide Sargent Creek Playground Equipment Installation Page 244 of 322 underside of each occupant position. As an alternative, seesaws may be equipped with a spring centering mechanism to minimize the risk of injury due to abrupt contact with the protective surface. Such a mechanism shall comply with the general requirements for crush and shear points in 6.5. 8.103 The fulcrum of fulcrum seesaws shall comply with the general requirements for crush and shear points in 6,5. 8.10.4 Each occupant position shall be provided with handgrip(s) that comply with the general requirements for protrusions (see 6.3), 8.10.4.1 Handgrip(s) shall not turn, rotate, or twist. Handgrip(s) intended to be gripped by one hand shall have a minimum length of 3.0 in. (76 mm). Handgrip(s) intended to be gripped by two hands shall have a minimum length of 6.0 in. (152 mm), Handgrip(s) shall not protrude beyond the sides of the seat on fulcrum seesaws. 8. 10.5 Fulcrum seesaws shall not be equipped with footrests unless they have a spring centering mechanism to minimize the risk of injury due to abrupt contact with the underlying protective surface. 8.10.6 Seesaws shall be constructed so that the maximum attainable angle between a line connecting the seats and the horizontal is 25° and the maximum attainable seat height is 60 in. (1524 mm) above the level of the protective surface. 8.14.7 The fall height of seesaws shall be the distance between the maximum height attainable by any part of the seesaw and the protective surface below. 8.11 Spring Rocking Equipment. 8.11.1 Seats shall be designed to minimize the likelihood of use by more than the intended number of users. 8.11.2 Each seating position shall be provided with a handgrip(s) that comply with the general requirements for protrusions (see 6.3) and for hand gripping components (see 7.2.6.4). Handgrips intended to be gripped by one hand shall have a minimum length of 3.0 in. (76 mm), Handgrips intended to be gripped by both hands shall have a minimum length of 6.0 in. (152 mm). 8.11.3 Footrests shall be provided that have a minimum width of 3.5 in. (89 mm) and shall conform to the general requirements for protrusions (see 6.3). 8.11.4 Spring mechanisms shall conform to the general requirements for crush and shear points (see 6.5) when the equipment is operated by a maximum user (120 lb) (54 kg), 8.11.5 After installation, the height of the seat, while un- loaded and at rest, shall not be less than 14 in. (360 mixt) and not more than 28 in. (710 mm) above the protective surface. 8,11.6 The fall height of spring/rocking equipment shall be the distance between the maximum height of the seat or designated play surface and the protective surface below. 8.12 Horizontal Rotating Equipment (Example Lag Rolls)— Equipment that rotates about an axis which is less than or equal to 45° from horizontal. 8.12.1 Horizontal rotating equipment intended to be stood upon shall provide hand gripping component(s) to aid in mounting and dismounting, and maintaining balance while in use. Hand gripping components shall be between 0.95 in. (24 mm) and 1.55 in. (39 mm) in diameter, 25 Attachment B Page 17 of 86 Bid Package Issued June 14, 2024 0 F1487 — 21 8.12.2 Horizontal rotating equipment shall not be on a playground designated for children less than 5 years of age. 8.12.3 The highest point of the top surface of horizontal equipment intended to be stood upon shall be no greater than 18 in. (460 mm) above the protective surfacing. 8.12.4 The fall height of horizontal rotating equipment shall be the distance between the highest designated play surface and the protective surface below. 8.13 Trolley Rides: 8. 13.1 Upper Body Type Trolley Rides: 8.13.1.1 Upper body type trolley rides shall not be on a playground designated for children less than 5 years of age. 8.13.1.2 The lowest portion of the hand gripping component shall be a minimum of 64 in. (1626 mm) above the protective surfacing when measured in the loaded condition in 8.13.5.1. 8.13.1.3 The maximum height of the hand gripping compo- nent shall not exceed 78 in. (1981 mm) above the protective surfacing when the mechanism travels along a track or other rigid designated path. 8.13.1.4 The maximum height of the hand gripping compo- nent shall not exceed 96 in. (2438 nim) alcove the protective surfacing when the mechanism travels along a cable or other non -rigid designated path. This shall be measured in the unloaded condition. 8.13.1.5 The hand gripping component shall comply with 8.3.1.1. 8.13.2 Seared Type Trolley Rides: 8.13.2.1 Seated type trolley rides shall be located away from other play structures and circulation areas. (Also see 9.4. 1.) 8.13.2.2 Seated type trolley rides shall not be attached to a composite play structure. 8.13.2.3 Underseat Clearance—The vertical distance be- tween the underside of the suspended element and the protec- tive surfacing of the use zone shall never be less than 12 in. (305 mm). This shall be measured in the loaded condition in 8.13.5.1 (see Fig. A 1.66). 8.13.2.4 Suspended elements shall be smoothly finished with blunt or rounded edges and shall conform to 6.2. 8.13.2.5 Suspended elements shall not impart a peak accel- eration in excess of 100 g and shall have a HIC score not to exceed 500 when tested in accordance with impact attenuation requirements in 8.6.7. fl) If the maximum speed of the user as determined by 8.13.5 exceeds the speed of the suspended element upon striking the test mass when tested to 8.6.7, then the procedure of 8.6.7 shall be modified so the speed of the suspended element upon striking the test mass is greater than or equal to the maximum speed of the user. Examples of modifications to the procedure of 8.6.7 includes, but are not limited to, testing with longer suspension elements or controlling the speed of the suspended element along the designated path upon striking the test mass. (2 ) Materials subject to loss of impact attenuation shall be addressed by the manufacturer per maintenance requirements in 13.1. 8.13.2.6 Any part of a suspended element which is a minimum of 84 in. (2134 mm) above the protective surface at its lowest point in use is exempt from the impact requirements, 26 Sargent Creek Playground Equipment Installation Page 245 of 322 8.13.2.7 Suspended elements which are loops or rings intended for standing shall not be used. 8. 13.3 Take -off and Landings: 8.13.3.1 Landings, including elevated platforms when provided, shall include a clear space with a minimum length of 36 in. (914 mm) and a minimum width of 32 in. (8 13 mm). See Fig. AI.67. 8.13.3.2 Take -off and landings platforms when provided for upper body type trolley rides shall comply with the require- ments in 8.3.4. 8.13.3.3 End stops shall be able to absorb the energy of the trolley mechanism at a speed of 11.5 ft/s (3.5 mks) when loaded to 8.13.5.1. This test is intended to be performed by the manufacturer or test laboratory under controlled conditions. Field testing is permitted provided it is performed by qualified personnel and all testing criteria for conditions are met. After conducting the test there shall be no visible crack or breakage of any component and no form of permanent deformation of any component that may adversely affect the structural integ- rity or safe use of the equipment. 8,13.4 Speed of User: 8.I3.4.1 The maximum speed of the user shall not exceed a running speed of 16.4 ftls (5.0 inks) when tested in accordance with the method for determining speed in 8,13.5. 8.13.4.2 For upper body type trolley rides the speed of the user shall not exceed 6.7 ftls (2.0 mks) at the landing when tested in accordance with the method for determining speed in 8.13.5. For seated type trolley rides the maximum. angle attained by the suspended element at the landing area shall not exceed 45' as shown in Fig. A 1.66. 8.13.4.3 Trolley rides that travel along a path in a horizontal plane do not need to be tested for speed. 8.13.5 Method for Determining Speed—This test is intended to be performed by the manufacturer or test laboratory under controlled conditions. Field testing is permitted provided it is performed by qualified personnel and all testing criteria for conditions are met. 8.13.5.1 Load the seat or grip with 330 lb (150 kg) approxi- mately where the user is intended to be positioned. 8.13.5.2 At the take -off location, raise the suspended ele- ment along its arc of travel until the suspension element (that is, chain, etc.) forms an angle of 30° from its at -rest position. In circular designs when no specific start or stop is present, the suspended element shall be raised at the highest point of the track or cable. 8.13.5.3 When the suspended element is suspended from chains, etc., some curvature will be produced in the suspending elements. Adjust the seat position to determine the curvature which provides a stable trajectory. 8.13.5.4 Support the element in the raised position that provides release without the application of external forces which would disturb the trajectory of the suspended element. Ensure that the seat and suspending elements are motionless. Release the element so that the assembly travels in a smooth downward arc without any visible oscillations or rotations of the element which would prevent it from determining the maximum speed. National Recreation and Park Association Attachment B Page 18 of 86 J S Bid Package Issued June 14, 2024 `* F1487 — 21 8.13.5.5 Measure the maximum speed, or the angle at the landing location of the user load depending on the type of trolley ride. 8.I 3.6 Trolley Ride Clearance Zones (,see Fig, A[ .Ob and l ig. A 1.67): 8.13.6.1 A clear area, free of equipment, shall surround the trolley path. (1) The clearance zone for upper body type trolley rides shall extend a minimum of 36 in. (914 mm) measured from the centerline of the trolley path throughout the length of travel of the hand gripping component. {2) The clearance zone for seated type trolley rides shall extend a minimum of 48 in, (1219 non) measured from the centerline of the trolley path. The clearance zone shall extend a horizontal distance of Z + 30 in. (762 nun) from the compressed end stop, When 9.13.5 method for determining speed is d ft/s prior to the trolley mechanism contacting the end stop, then the clearance zone shall extend to where the user stops. (3) When 8. 13.5 method for determining speed is greater than 0 ftls at the landing of seated type trolley rides, compo- nents such as handholds and barriers shall not extend above the landing platform and accesslegress equipment in the trolley ride clearance zone found in 8. 13,6.1(2). (4) Platforms and access/egress equipment in the take off and landing area are exempt from the clearance zone require- ments. 8.13.6.2 The center -to -center distance between adjacent designated paths for upper body type trolley rides shall be a minimum of 48 in. (1219 mm). 8.13.6.3 The center -to -center distance between adjacent designated paths for seated type trolley rides shall be a minimum of 80 in. (2032 min). - 8,13.6.4 Any portion of the suspended elements shall not come within 30 in. (762 mm) of any support structure through its dynamic range of motion when measured in the unloaded condition. Take off and landing areas (excluding support structures) are exempt from this requirement. Nom 3—T'he dynamic range of motion could be affected by a directional change in the path of travel. 8.1.3.6.5 A suspended element shall not come within 64 in. (1524 mm) of an adjacent suspended element through its dynamic range of motion when measured in the unloaded condition. S. 13.7 Trolley: 8.13.7.1 The trolley shall be constructed so that it cannot slip out of place from the cable or track. 8.13.7.2 The trolley shall be designed to minimize any fraying or damage to the cable or track, and maintenance shall be addressed by the manufacturer per requirements in 13.1. 8.13.7.3 There shall be only one trolley per cable or track. 8.13.7.4 When the rolling portion of the trolley is enclosed within a track, the assembly is exempt Froth crush and shear requirements. 9.13.8 Cable: Certified Playground Safety 4nspector Field Guide Sargent Creek Playground Equipment Installation Page 246 of 322 8.13.8.1 If cable is used, it shall be designed to withstand six times the calculated load(s) according to the following formula as calculated by a qualified person such as the manufacturer or testing lab: x xZ S W g Q4 t+ q 8 fmux where: S = calculated load in pounds (lbf) (Newtons (N)), g = acceleration due to gravity, 32 ft/s2 (9.81 m/s2), Q = mass of pulley and children [(pulley + 330 lb (150 kg))] (see Note 4), l = total cable length from end to end, ft (m), q = mass of cable, lb/ft (kg/m) (see Note 4), and f�.x = sag under load, ft (m)- NorE 4—When pounds mass Qb) is used for Q and q, then g = I for N 8.13.8.2 If an adjustment mechanism to control the tension of the cable is provided, it shall meet the requirements of 4.2.2- 8. 13.8.3 2.2_8.13.8.3 Cables or other non -rigid materials used to create the designated path shall be at least 84 in. (.2134 mm) above the underlying protective surfacing at any point when measured in the loaded condition in 8.13.5. l (see Fig. A 1.6[x). 8.13.9 Support Struezure—The support structure shall be designed to discourage climbing and shall have no designated play surfaces. 8.13.10 Handgrips: 8.13.10.1 Hand gripping components that are an enclosed loop made of flexible material shall not tighten around the user's arm or hand. 8.13.10.2 Handgrips shall be blunt edged and shall have a minimum radius of 0.35 in. (9 mm). 8.13.11 Fall Height, 8.13.11.1 The fall height of upper body type trolley rides shall be the distance from the maximum height of the equip- ment to the protective surface below. Equipment support posts with no designated play surfaces are exempt from this require- ment. 8.13.11.2 The fall height of seated type trolley rides shall be the distance from the top of the sitting or standing surface to the protective surface below plus 64 in. (1626 mm). 8.13.11.3 The fall freight shall be determined in the un- loaded condition. 8.14 Roofs: 8.14.1 Roofs that are an integral part of a play structure may be any angle, provided that the roof line (lowest edge), excluding support members, is at least 84 in. (2130 mm) above the underlying designated play surface and the pivot point of a swing. (See Fig. A ).58. ) S. 14.2 Roofs that are an integral part of a play structure that are less than 84 in. (2134 mm) above the designated play surface shall contain no designated play surfaces. 8.14.3 The roof line (lowest edge) shall maintain a clearance of X + 42 in. (1065 mm) above the protective surfacing within the use zone of a swing, where X is the distance from the pivot point of the swing to the underlying protective surface. (See Fid,_ A 1.58,) 27 Attachment B Page 19 of 86 Bid Package Issued June 14, 2024 0' F1487 – 21 S. 14.4 Support members shall be designed to discourage climbing and have no designated play surfaces. 8.14.5 Roofs do not have a fall height requirement. 8.15 Stepping Forms: 8.15.1 Stepping forms shall contain a minimum designated play surface of 10 in. (250 mm) diameter. 8.15.2 Stepping forms shall have a designated play surface with a slope no greater than 30' from horizontal. Nom 5 --This is intended to allow design freedom which includes dome type surfaces. A constant 30° sloped surface is not recommended. 8.15.3 Stepping forms shall be no greater than 20 in. (508 mm) above the protective surfacing when intended for use by 2 through 5 -year-olds and no greater than 30 in. (760 min) above the protective surfacing when intended for use by 5 through 12 -year-olds, unless band support is provided. 8.15.4 Stepping form hand supports shall be required at the beginning of the stepping form that is higher than 20 in. (508 mm) when intended for use by 2 through 5 -year-olds or 30 in. (760 nun) when intended for use by 5 through 12 -year-olds. The hand support height (the vertical distance between the top surface of the stepping form and the top surface of the hand support) shall be between 22 in, and 38 in. (560 mm and 970 mm). 8.15.5 Stepping forms intended for use by 2 through 5 -year- olds shall be stationary. Stepping forms greater than 30 in. (760 mm) above the protective surface shall be stationary. 8.15.6 Stepping forms shall be no greater than 12 in, (340 ]nm) apart when intended for use by 2 through 5 -year-olds and no greater than 18 in. (460 non) apart when intended for use by 5 through 12 -year-olds. This dimension sha11 be measured edge to edge between the adjacent stepping surfaces. (This measure- ment will be horizontal when adjacent stepping forms are at the same height and it will be diagonal when adjacent stepping forms are at different heights.) S. 15.7 The fall height of stepping forms shall be the distance between the highest point of the stepping form and the protective surface below. 9. Playground Layout 9.1 Plal, Structure Use Zone: 9. Li There shall he a use zone for each play structure which shall consist of obstacle -free surfacing that conforms to Speci- fication F 1292 appropriate for the fall height of the equipment. Field testing of the surface within the use zone shall comply with minimum impact attenuation requirements of Specifica- tion F3313. The dimensions and configuration of the use zone shall be dependent upon the type of play equipment, as specified in Section 9. Use zones of certain types of equipment may overlap unless otherwise specified. 9.2 Stationary Playground Equipment—Stationary play equipment may be freestanding structures, may be in combi- nation with other play equipment, or may be part(s) of a composite play structure (see Fig. A 1.32). 9.2.1 The use zone for stationary play equipment shall extend no less than 72 in. (1830 mm) from all sides of the play structure. Equipment that is intended for a user to maintain contact with the ground during play has no individual use zone 28 Sargent Creek Playground Equipment Installation Page 247 of 322 requirements (for example, free standing talk tubes, free standing activity panels, ground level sandboxes). However, section 9.8.1 placement of play structures and equipment. applies. 9,2.2 The use zones for two or more stationary play struc- tures that are not physically attached but are play -functionally linked shall be determined as if the separate equipment were parts of a composite play structure (see Fig. A 1.44). 9.2.2.1 The direct distance between stepping surfaces on two functionally linked play structures shall not be greater than 12 in. (300 nun) for 2– to 5 -year-olds and 18 in. (460 mm) for 5 through 12 -year-olds. This dimension shall be measured edge to edge between the adjacent stepping surfaces. 9.2.3 The use zone of stationary equipment and other equipment may overlap. If the adjacent designated play sur- faces of each structure are no more than 30 in. (760 mm) above the protective surface, the minimum distance between the structures shall be 72 in. (1830 nun). If the adjacent designated play surfaces of either structure are greater than 30 in. (760 mm) above the protective surface, the minimum distance between the structures shall be 108 in. (2740 tom) (see Fig. A 1.3?). 9.3 Rotating Play Equipment (see Fig. A 1.33); 9.3.1 The use zone for equipment that rotates around a vertical axis with a maximum dimension less than or equal to 20 in. (508 mm) measured from the axis of rotation to the outmost perimeter shall be no less than 72 in. (1829 mm) from the perimeter of the play structure. Overlapping use zones is permissible if the adjacent fall height of each structure is less than or equal to 30 in. (760 nun) above the protective surface, If the adjacent fall height on either structure exceed a height of 30 in. (760 mm). the minimum distance between structures shall be 108 in. (2740 nun) (see Fila. A]33). 9.3.2 The use zone for equipment that rotates about a vertical axis with a maximum dimension greater than 20 in. (508 mm) measured from the axis of rotation to the outmost perimeter and which does not exceed the speed limitation requirements in 8.8.3 shall be no less than 72 in. (1829 mm) from the perimeter of the play structure and shall not overlap any other use zone (see Fig. A1.33). The use zone for equipment possessing any suspended element shall be mea- sured from the outermost point of suspended element through its dynamic range of motion during use. 9.3.3 The use zone for equipment that rotates about a vertical axis with a maximum dimension greater than 20 in. (508 mm) measured from the axis of rotation to the outmost perimeter and which exceeds the speed limitation requirements in 8.8.3 shall be no less than 108 in. (2743 mm) from the perimeter of the play structure including a 72 in. (1829 mm) use zone that shall not overlap the use zone of other play structures (see Fig. A1.33). The use zone for equipment possessing any suspended element shall be measured from the outermost point of suspended element through its dynamic range of motion during use. 9.3.4 Single user equipment, such as sand diggers, which require the user to maintain contact with the ground during play, have no individual use zone requirements. However, 9.8.1 applies. National Recreation and Park Association Attachment B Page 20 of 86 I Bid Package Issued June 14, 2024 F1487 — 21 9.3.5 The use zone for equipment that rotates around a horizontal axis and has a designated play surface greater than 30 in. (760 nun) above the protective surface shall be no less than 72 in. { 1829 mm) from the perimeter of the play structure. The use zone for equipment that rotates around a horizontal axis and has a fall height of 30 in. (760 mm) or less above the protective surface, such as a log roll, shall be considered stationary play equipment. 9.3.6 No other play structure use zone shall overlap the use zone of equipment that rotates around a horizontal axis and has a fall height greater than 30 in. (760 nun) above the protective surface. 9.4 Swings: 9.4.1 7b -Fra Swings: 9.4.1.1 The use zone to the front and to the rear of to -fro swings shall be a minimum distance of 2X on a line extending 90° both front and rear from the longitudinal direction of the suspending beam, where X equals the vertical distance from the top of the protective surfacing to the pivot point of the swing. The total horizontal distance from the front to the rear of the use zone shall he not less than 4X. ('See Fie. A 1.34 and Fig. A 1.35,) 9.4.1.2 For swings with fully enclosed swing seats, the use zone to the front and to the rear of the swing shall be a minimum distance of 2W on a line continuous both front and back 90° from the longitudinal direction of the suspending beam where W equals the vertical distance from the top of the occupant's sitting surface to the pivot point on the swing. The total horizontal distance from the front to the rear of the use zone should not be less than 4W (see Iiia. A 1.36 and Fig. A 137 ). 9.4.1.3 No other play structure use zone shall overlap the front -to -rear use zone of a to -fro swing (see Figs. A1.34 - A 1.37). 9.4.1.4 The use zone width for to -fro swings shall be at least as wide as a distance measured from 30 in. (760 nun) on either side of the outer suspending chain or cable measured at 60 in. (1524 mm) above the protective surface (see Figs, A1.34 - A 1.37). 9.4.1.5 The use zone surrounding the support structure of to -fro swings shall extend no less than 72 in. (1830 mm) in all directions from the structure (see Figs, At. 34-A 1.37). (1 ) The support structure use zones for adjacent to -fro swings may overlap (see Figs, Al. 34-A 1.37). (2) The use zone for a support structure of to -fro swings and the use zone of other play equipment may overlap. The minimum distance between the structures shall be 108 in. (2740 mm). 9.4.2 Roaating Swings (see Fig, A1.38): 9.4.2..1 The use zone for a rotating swing shall be a minimum horizontal distance of Y + 72 in. (1830 mm) in all directions from pivot point of the swing, where Y equals the vertical distance between the pivot point and the top of the swing seat or suspended member. 9.4.2.2 No other play structure use zone shall overlap the use zone of a rotating swing. Certified Playground Safety Inspector Field Guide Sargent Creek Playground Equipment Installation Page 248 of 322 9.4.2.3 The use zone surrounding the support structure of rotating swings shall extend no less than 72 in. (1830 mm) in all directions from the support structure. 9.4.2.4 The support structure use zones of separate adjacent rotating swings may overlap (see Fig. x'-11.3$), however, swing bay clearance zones (Y + 30 in. 1760 mm)) shall not overlap. 9.42.5 The use zone for a support structure for rotating swings and the use zone of other equipment may overlap. The minimum distance between structures shall be 108 in. (2740 MM). 9.4.3 Combintuion Swings—The boundary of the use Lone For combination swings shall be composed of the individual use zones as defined in 9 4. l or 9.4.2, or both, for the individual suspended elements. See Fig. A1.59. 9.5 Rocking/Springing Play Equipment (see Fig. A1.39]; 9.5.1 Racking/Springing Play Equipment Intended for Sit- ting: 9.5.1.1 The use zone for rocking/springing equipment upon which the user is intended to sit shall be no less than 72 in. (1830 mm) in all directions from the at -rest perimeter of the play structure. 9.5.1.2 The use zones of adjacent rocking/springing equip- ment intended for sitting may overlap when each structure consists of a seat or designated play surface with a height 30 in. (760 mm) or less above the protective use zone surfacing when unoccupied. 9.5.1.3 The use zone for rocking/spring equipment and the use zone of other structures may overlap unless otherwise noted in Section 9. The minimum distance between the outermost edge of the spring/rocking equipment when unoc- cupied and the outermost edge of the other structure/equipment shallbe 72 in. (1830 mm) if both pieces of equipment/structure have designated play surfaces 30 in. (760 mm) or less above the protective surfacing and 108 in. (2740 mm) if either of the pieces of equipment/structure have a designated play surface greater than 30 in. (760 nim) above the protective surface. 9.5.2 RockinglSpringing Play Equipment Intended for Standing (see Fig. A]. 39): 9.5.2.1 The use zone for rocking/springing equipment upon which the user is intended to stand shall be no less than 84 in. (2130 mm) in all directions from the at rest perimeter of the play structure. 9.5.2.2 No other play structure use zone shall overlap the use zone of a rocking/springing structure upon which the user is intended to stand. 9.5.2.3 Equipment with limited movement or equipment on which a user cannot develop enough force to launch or propel themselves away from the equipment are exempt from these requirements. 9.6 Slides (see Fig, MAO): AO); 9.6.1 The use zone around the steps or ladder, platform, and chute or slide bed of straight, wavy, and spiral slides shall conform to the use zone standard for stationary play equip- ment. 9.6.2 The use zone at the lower exit end of the chute or slide bed shall be a minimum of X where X equals the vertical distance from the protective surfacing at the lower exit to the highest point of the sliding surface. 29 Attachment B Page 21 of 86 Bid Package Issued June 14, 2024 R 487 — 21 9.6.2.1 The use zone at the tower exit end of the chute or slide bed shall extend in the direction of the descent a horizontal distance not less than 72 in. (1830 mm) but need not be greater than 96 in. (2440 Two) from the Iower exit. 9.6.3 Slide Exit Clearance Zane --A clear zone, free of equipment, shall extend from the end of the slide to the perimeter of the slide use zone. This area shall have a width as shown in Fig. A1.41, Fig. A1.42, and Fig. A1.43. Slide exit clearance zones for two or more slides may overlap if their sliding paths are parallel as shown in Fig. A1.41 and Fig_ A1.42. Merging slides with converging paths of travel shall not have overlapping clearance zones as shown in Fig. A1.43. Exemption: the slide itself may encroach into slide exit clearance zone (for example, spiral slides). 9.6.4 Embankment Slides: 9.6.4.1 On an embankment slide, the transition area and the slide chute up to the beginning of the exit region has no individual use zone or fall height requirements. 9.6.4.2 Platforms that are no greater than 12 in. (305 mm) above the underlying surface that are used to access embank- ment slides have no individual use zone or fall height require- ments. 9.6.4.3 The embankment slide shall exit onto a protective surfacing zone that is not part of the embankment. 9.6.4.4 The use zone at the Iower exit end of the chute shall meet the requirements of 9.6 .2 and the slide exit clearance zone of 9.6.3. See Fig. A 1.63, 9.7 Composite Play Structures (see Fib. A1.44): 9.7.1 The boundary of the use zone for a composite play structure shall be composed of those use zones that have been established for each individual play structure that, when joined together, comprise the composite play structure. 9.7.2 It is impractical to identify and establish assembled use zone standards for all possible configurations of a compos- ite play structure. Therefore, the professional judgment of play equipment manufacturers, designers, and ownerloperators shall be used when designing a modular composite play structure to eliminate hazards created by conflicts in circulation use pat- terns or close proximity of adjacent components, or both. 9.8 Placement of Play Structures and Equipment (see Fig_ A1.45); 9.8.1 Sufficient space shall be provided between all adjacent structures and individual play equipment for the purposes of play and circulation. 9.8.2 In settings where periodic overcrowding is likely. a supplemental circulation area beyond the use zone is recom- mended. Provision of such a supplemental circulation area shall be contingent upon the professional judgment of the playground designer or owner/operator. See Fig. A 1.45, (a) or (b). 9.8.3 Moving play equipment such as swings and rotating equipment shall be located in a position away from circulation routes and near the periphery of the playground. 9.8.4 Overhead Obstructions: 9.8.4.1 Overhead obstructions within the use zones of play- ground equipment that are not part of the play structure (for example, tree limbs) shall not be within 84 in. (2130 nun) of each designated play surface, the use zone, or above the pivot 30 Sargent Creek Playground Equipment Installation Page 249 of 322 point of swings, or within X + 42 in. (1065 mm) above the protective surface within the use zone of a swing, where X is the distance from the pivot point of the swing to the underlying protective surface. (See Fie. A1.58.) 9.8.4.2 All overhead utility line clearances above the use zone areas shall comply with all local, state, and national codes, such as the National Electrical Safety Code. 9.9 Trolley Rides: 9.9.1 The use zone of trolley rides shall be a minimum of 72 in. (1829 tom) in all directions from the equipment through its dynamic range of motion when measured in the unloaded condition (see Fig. A 1.66 and Fig. A 1.67). 9.9.2 The use zone of a suspended seat or handle shall extend beyond the pivot point at the compressed end stop a minimum of 72 in. (1829 mm) + Z, where Z equals the distance between the pivot point and the top of the seat or suspended handle when swung to 45° from horizontal (see Fig. A 1,66). 9.9.3 No other play structure use zone shall overlap the clearance zone of seated type trolley rides in 8, 13,6,1(2) (see Fig. A 1.66). 10. Accessibility 10.1 Playgrounds shall comply with the DOJ 2010 Standard for Accessible Design where applicable. 11. installation 11.1 Designer's or Manufacturer's Responsibilities: 11.1.1 The designer or manufacturer of the playground equipment shall provide clear and concise instructions and procedures for the installation of each play structure designed or provided, as well as a complete parts list, 11.1.2 The designer or manufacturer of the impact attenu- ating surface shall provide the owner and installer clear and concise instructions and procedures no less detailed than those required by the manufacturer prior to conducting Specification F129-1 and/or R-3351 laboratory testing and meet the intent of any applicable accessibility standards or laws, such as the DOJ 2010 Standard for Accessible Design. NoTE 6—This information is necessary to install the impact attenuating surface in compliance with this specification. and where applicable, meet the intent of any applicable accessibility standards or laws, such as the DOJ 2010 Standard for Accessible Design. 11.1.3 Where the designer, manufacturer, or supplier of the playground equipment or impact attenuating surface is also the installer, they shall meet the requirements of 11.3.1. 11.2 Owner's/Operator's Responsibilities: 11.2.1 The owner/operator or their designated representa- tive shall follow the designer's and manufacturer's instructions and procedures to install all play structures and impact attenu- ating surfacing in accordance with appropriate standard speci- fication and accessibility where applicable. 11.2.2 Prior to the playground's first use, the owner/operator shall obtain written verification from a qualified person that the playground equipment and impact attenuating surfacing have been installed in accordance with the requirements of 1 1.2.1. 1Vara 7—The owner/operator should refer to the U.S. CPSC Handbook for guidance in selecting and installing loos, --fill impact attenuating National Recreations and Park Association Attachment B Page 22 of 86 J J Bid Package Issued June 14, 2024 F1487 — 21 surfacing. Compliance of loose -lilt surfaces may be verified by a qualified person through laboratory or field testing according to ASTM standard specifications for impact attenuating playground surfacing. Alms 8—The owner/operator may select un -site Field testing to verify specified performance compliance provided those requirements meet or exceed the minimum performance requirements of this specification. 11,3 Installer's Responsibilities: 11.3.1 After installation and prior to first use of the playground, the installer of the playground equipment and impact attenuating surfacing shall provide the owner written verification from a qualified person that they have been installed per the designer/manufacturer instructions, plans, and specifications according to the owner's approved plans and purchasing requirements. 11.3 .2 When the owner/operator installs or oversees a com- munity built playground equipment and/or impact attenuating surface installation, they shall fallow the written compliance verification procedure as stated in 1 1.3.1 unless the designer, manufacturer, andlor distributor requires some other form of verification from a qualified person. 12. Structural Integrity t2.1 The structural integrity tests are intended to be con- ducted by manufacturers on equipment at a test site and are not intended to be performed on equipment installed on the playground or as part of a routine maintenance program. This section is based on the use of performance tests for structural integrity. Performance tests require a definite end point (that can be physically measured) and that the safety factors be included in the loading criteria. 12.2 Loading Test Criteria: 12.2.1 The test load shall be applied through appropriate load distribution devices. The load distribution device (loading device) shall be either a loading block(s) or a strap(s) having the dimensions shown in Fig. A1.51. 12.2.2 After conducting the tests in 1111 - 12-1.5,21 there shall be no visible crack or breakage of any component and no form of permanent deformation of any component that may adversely affect the structural integrity or safe use of the equipment. After removal of the load, hooks, shackles, rings, or links shall not have opened to more than 0.04 in. (1.0 mm). I2.3 Strength of Swing Components and Structures. - 12.3.1 Swing assemblies (swing seats, connectors, suspend- ing members, and bearing/hanger assembly) shall be installed in accordance with the manufacturer's installation instructions or supported in an equivalent manner. 12,3,1.1 For swing assemblies intended for single occupancy, a load -distribution device shall be centered on the seat and a vertical downward force of 750 lbf (3336 N) shall be applied. The force shall be applied gradually, attaining but not exceeding 750 lbf and then maintained for 5 min. 12.3.1.2 For swing assemblies intended for multiple occupancy, a load distribution device shall be centered on each sitting position. A vertical downward force of 605 lbf (2691 N) shall be applied to each loading device simultaneously. The Certified Playground Safety Inspector Field Guide Sargent Creek Playground Equipment Installation Page 250 of 322 force shall be applied gradually, attaining but not exceeding 605 lbf per device and then maintained For 5 min. 12.3.1.3 For swing supporting structures, simultaneously apply at each swing location a vertical downward force of 750 lbf (3336 N) for single -occupancy swings or 605 lbf (2691 N) times the number of intended users for multiple -occupancy swings. Apply the force gradually at locations representing the swing in its "at rest" position. The manufacturer of the multiple -occupancy swing shall specify the number of intended users. 12.4 Components and Structures Subjected to Vertical Loads: 12.4,1 For components having designated play surfaces, determine the number of simultaneous users, n, of a component or structure as specified in this section. Individual components of a structure shall be tested as longitudinal components in accordance with 12.4.1.1. In addition, the structure containing those longitudinal components shall be tested in accordance with 12.4.1.2. Other structures are tested in accordance with the appropriate remaining sections of 12.1, If n is not a whole number, round to the nearest whole number. Place n load distribution devices on the component or structure in a manner that simulates the anticipated load distribution. Simultaneously load each load distribution device with a downward vertical force. F, given by the following equation: or F(lbf) = 250(n+ 1)In F(N) = 11 t 3(n + 1)In The force shall be applied gradually and then maintained for a period of 5 min. 12.4.1.1 Individual Longitudinal Components—(These would include a ladder rung, turning/chinning bars, and so forth.) Measure the length of the component, I., in inches (centimetres) and determine the number of users, n, from the following table. (Round to the nearest whole number.) After the number of users has been determined, apply this number to the equation given in 12.4.1. After the load for each loading device has been calculated by the equation, multiply the load by the number of users to obtain the anticipated load. Determining Number of Users for Individual Longitudinal components Length of Component Estimated Number of Users L s24In. n=1 L > 24 in_ n= We L s610mm n=1 L > 610 mm n = L141 12.4.1.2 Structures Containing Two or More Longitudinal Components—(These would include horizontal ladders, verti- cal ladders, overhead climbers, and upper -body components.) Count the number of longitudinal components, LC, and deter- mine the number of users, rt, from the following table. (Round to the nearest whole number.) After the number of users has been determined, apply this number to the equation given in 1-1.4. 1. After the load for each loading device has been 31 Attachment B Page 23 of 86 Bid Package Issued June 14, 2024 F1487 — 21 calculated by the equation, multiply the load by the number of users to obtain the anticipated Ioad. Determining Number of Users for Structure Containing Two or More Longitudinal Components Number of Estimated Number Longitudinal Components of Users LC � 5 n= LC LC a5 n=(LC+5)j 2 12.4.1.3 Individual Surfaces ---Compute the surface area, A. in square feet (square metres) and determine the number of users, n, from the following table. (Round to the nearest whole number.) After the number of users has been determined, apply the number to the equation given in l "_.4.1. After the load for each loading device has been calculated by the equation, multiply the load by the number of users to obtain the anticipated load. Determining Number of Users for individual Surfaces Surface Area, t12 Estimated Number of Users A s1 n=1 A >1and A X10 n= A A nf0 n=(A+10)2 Surface Area, m2 Estimated Number of Users A s0.09 n=1 A a 0,08 and A s 9.83 n =10.8 A A X0,93 n=10.8(A+0,93)2 12.4.1.4 Slide Beds—Determine the number of users, n, as follows: n = LJ36, where L equals the length of the slide bed in inches (see Fig. A 1.26, Note 2), or n = V9 10, where L equals the length of the slide bed in millimetres. (Round to the nearest whole number.) Place n load distribution devices equally spaced on the slide bed. Load each distribution device with a downward vertical force given by the equation in 12.4.1, Tice force shall be applied gradually and then maintained for a period of 5 min. After the load for each loading device has been calculated by the equation, multiply the load by the number of users to obtain anticipated load. 124.1.5 Components with. Designated Occupancy—The number of users, n, is equal to the number of designated occupants. After the number of users has been determined, apply the number to the equation given in 12.4.1. After the load for each loading device has been calculated by the equation, multiply the load by the number of users to obtain anticipated load. 12.4.1.6 2 -Dimensional Grid Nets—Determine the number of users, n, as follows: (1 j Where the inclination of the net is -60' from horizon- tal: n = Apr/5.87 Where Apr = the area of a horizontal plane projectlon of the net in ft2 n = Apr/0,55 Where Apr = the area of a horizontal pians projection of the net in m2 (2) Where the inclination of the net is X60' from horizon- tal: n = AN 1.75 Where A = the area in ft' n = A11.09 Where A = the area in m2 12.4.1.7 3 -Dimensional Matrix Nets—Determine the num- ber of users, n, as follows: (1) Where volume, (V), is defined by the periphery of the net measured in ftp: 32 Sargent Creek Playground Equipment Installation Page 251 of 322 V<150 n= V122.7 159 � V s 450 n = 6.6 + [(V - 150)145.5} V> 45o n = 13.2 + [(V - 4501±19.71 (2) Where volume, (V), is defined by the periphery of the net measured In m3: V< 4,3 n=WO.65 4.3� V1!7-12.8 n=6.6+[(V-4,3)!1.28] V712.8 n=13.2+[(V- 12,8)12.21] 12.4.1.8 Trolley Rides—Determine structural integrity as a swing per .12.3. 12.5 Components Subjected to Lateral Loads ---Components subjected to lateral loads such as guardrails, protective barriers, handrails, and so forth should be subjected to two separate load tests. The force shall be applied gradually and then maintained for a period of 5 min. 12.5.1 Accidental Concentrated Load Test—Place a load distribution device on the component at any point to produce the most adverse effect. Apply a 460-1b£ (21146-N) horizontal force to the load distribution device in a direction perpendicu- lar to the length of the component away from the enclosed structure. 12.5.2. Surge Distributed Load Test—Apply a horizontal force, F, in a direction perpendicular to the length of the component and away from the enclosed structure. Apply the force near the top of the component and evenly distribute over the entire Iength of the component. The test force is given as follows: F(lbf) = 150L or F(N) = 21.9L where L = length of the component, ft or cm, respectively. 12.5.3 Exemptions to 12.5 ---Components intended for users standing at grade, such as sandboxes, play panels, sand diggers, etc. 12.6 Alternatives to Testing for Structural Integrity: 12.6.1 Instead of the tests in i 2.3.1 - .12.5.2, it is acceptable that a licensed architect or a licensed professional engineer certify the integrity of the equipment if it were to be subjected to the aforementioned test loads (see 12.3.1 - 12.5.2), 13. Maintenance 13.1 Public Use Playground Equipment—The designer or manufacturer of each play structure shall provide to the ownerloperator clear and concise inspection, maintenance, and repair instructions, including, but not limited to, what, when, and how to inspect, maintain, and repair. 13.1.1 The ownerloperator shall maintain and repair each play structure within the playground in accordance with de-signer/manufacturer's installation and maintenance instruc- tions and in compliance with Specification F1487, and where applicable, addresses the intent of the DOI 2010 Standard for Accessible Design. 13.1.2 The ownerloperator shall make periodic inspections of each play structure and remove extraneous materials that could cause injury, infection, or disease. 13.2 Impact Attenuating Surfacing: National Recreation and Park Association Attachment B Page 24 of 86 Bid Package Issued June 14, 2024 0. F1487 — 21 13,2.1 The owner/operator shall maintain and repair the impact attenuating surfacing within the use zone of each play structure in accordance with designer/manufacturer's installa- tion and maintenance instructions and in compliance with Specifications F1487 and l-1292 appropriate for the fait freight of each play structure and, where applicable, maintains the surfacing to address the intent of the DOJ 2010 Standard for Accessible Design. 13.2.2 The ownerloperator shall make periodic inspections of the impact attenuating surfacing within the use zone of each play structure and remove extraneous materials that could cause injury, infection, or disease. 13.3 Records—The owner/operator shall establish and maintain detailed installation, assembly, inspection, maintenance, and repair records for each public -use play- ground equipment area. NOTE S—Sentinn I I of this specification details who is responsible for providing most of the information necessary to fulfill the above documen- tation requirement. 14. Signs or Labels, or Both 14.1 Posting of signs and/or labels shall be the responsibil- ity of the ownerloperator of the play equipment. The informa- tion regarding the intended ages of users shall be provided by the manufacturer, designer, or consultant. 14. 1.1 Signs or labels, or both, shall be placed so they: 14.1.1.1 Are readily visible to the intended viewer, and 14.1.1.2 Alert the viewer to the potential hazard in time to take appropriate action. 14.1.2 Signs or labels, or both, shall be placed on the equipment or be freestanding. 14.1.3 Freestanding signs or labels, or both, when used, shall be located outside of the equipment use zone and meet the requirements of 9, 1. Page 252 of 322 14.2 Information communicated on the sign or label, or both, shall address but not be limited to the following mes- sages: 14.2.1 Information message communicating age appropri- ateness. 14.2.2 Information message communicating supervision recommendation. 14.2.3 Warning message communicating the removal of helmets, drawstrings or accessories around the neck. 14.2.4 Warning message communicating hot play surfaces and/or surfacing, when applicable. 14.2.5 Warning message communicating the hazard of play equipment located over hard surfaces, when applicable. 11.3 Specifications for Signs or Labels, or Both: 14.3.1 Specification for all warning signs or labels. or both, should conform to ANSI 2535.1 and either ANSI 2535.2 or ANSI 2535.4 in the following areas: legibility, type of lettering, clarity of message and symbol, color specifications, and word message and visibility. 14.3.2 Durability for the Labels or Signs—The labels or signs should conform to UL 969. 14.3.3 It is the responsibility of the owner/operator to replace signs or labels, or both, should they become illegible, destroyed, or removed. 15. Manufacturer Identification 15.1 All play structures and composite play structure-, shall be required to have the manufacturer's identification. 15.2 The manufacturer's identification shall appear, shall be durable, and shall be placed on the play structure, if it stands alone, or on a composite play structure. Custom and community -built equipment shall also carry the identification of the designer. 16. Keywords ANNEX 16.1 consumer safety; playground equipment: public use (Mandatory Information) Al. FIGURES Certified Playground Safety Inspector Field Guide Sargent Creek Playground Equipment Installation 33 Attachment B Page 25 of 86 An opening havinc protective surface lower boundary is from head & neck entrapment requir Protective Surface Bid Package Issued June 14, 2024 0 F1487 -- 21 Copyright 2014 Canadian Standards Association FIG. A1.1 Exemption from Head and Neck Entrapment Requirements Reference Paragraph 6.1 Page 253 of 322 34 National Recreation and Park Association Sargent Creek Playground Equipment Attachment B Installation Page 26 of 86 Side View 4.0 in. (102 mm) End View R1.2 in. (30 mm) Bid Package Issued June 14, 2024 0 F1487 — 21 6.2 in. (157 mm) 5.2 in. (132 mm) Base of Probe 1.0 in. (25 mm) n r f_ t., - Material: Any Rigid Material FIG. A1.2 Torso Prone Reference Paragraphs 6.1.1, 6.1.1.1, and 6.1.2 (18 mm} Page 254 of 322 Certified Playground Safety Inspector Field Guide 35 Sargent Creek Playground Equipment Attachment B Installation Page 27 of 86 Side View T- 4.0 in. (102 mm) Bid Package Issued June 14, 2024 0 F1487 — 21 Handle End View 8.0 in. (203 mm) Material: Any Rigid Material FIG. A1.3 Head Probe Reference Paragraphs 6.1.1.1 and 6.1.2 Base of Probe 1.0 in. (25 mm) 9.0 in. (229 mm) Dia. Page 255 of 322 36 National Recreation and Paris Association Sargent Creek Playground Equipment Attachment B Installation Page 28 of 86 BidP kage Issued June 14, 2024 Page 256 of 322 v ' F1487 — 21 -5.1 in (155 mm) 1.875 in. (47.6 mm) +/—.005 ----I 550 -- Bath Ends 4.75 in (120.6 mm) I SECTION "'N' SECTION "B" I I 1.875 in (47.6 mm) +/—.005 3.0 in {75 mm} I.75 in (19.1 mm) 8.5 in {216 mm} 01 Note: Template to be constructed of any rigid material 0.75 in {19.1 mm} thick. FIG. A1.4 Test Template for Partially Bounded Openings Reference Paragraph 6.1.4.3 Certified Playground Safety Inspector Field Guide 37 Sargent Creek Playground Equipment Attachment B Installation Page 29 of 86 38 Bid Package Issued June 14, 2024 Page 257 of 322 4 F1 487 — 21 Inserting the 'A! portion of the Upon inserting the 'N portion test template into the opening of the test template into the Following the centerline of the opening, and if there is opening. simultaneous contact between the two corners of the 'A' portion of the test template and the sides making up the boundary of the opening, the opening is considered to PASS the test. FIG. A1.5 Inserting the Template into the Opening Reference Paragraph 6.1.4.3 National Recreation and Park Association Sargent Creek Playground Equipment Attachment B Installation Page 30 of 86 Bid Package Issued June 14, 2024 ' F1487 — 21 Contact Points Fail - There is simultaneous contact between the two sides of the 'K portion of the template and the sides making up the boundary of the opening. The opening should be tested further using the `B' portion of the template. Pass - The bottom of the `N template is resting on the lower boundary of the opening and there is not simultaneous contact between the two sides of the template and the sides making up the boundary of the opening. Part`B' test is not required. FIG. A1.6 Test Template for Partially Bounded Openings Reference Paragraph 6.1.4.3 Page 258 of 322 Certified Playground Safety Inspector Field Guide 39 Sargent Creek Playground Equipment Attachment B Installation Page 31 of 86 Bid Package Issued June 14, 2024 F1487 — 21 Fail - The size of the components forming the opening allows the `B' portion of the template to pass into the opening to depth greater than 0.75 in {19.1 mm}, Pass - The size of the components forming the opening does not allow the 'B' portion of the template to fit within the boundaries of the opening. FIG. A1.7 Exemption for a Thick Surface Condition Using the "B" Portion of the Test Template Reference Paragraph 6.1 AA Page 259 of 322 40 National Recreation and Park Association Sargent Creek Playground Equipment Attachment B Installation Page 32 of 86 Step A1.8a Bid Package Issued June 14, 2024 4 U - F1487 — 21 Step 3 A1,8c Page 260 of 322 Step 2 A1.8b Nam 1—frig_ A I.8a through Fitt. A I .Rc show an opening that fails the first two steps of the test method but ultimately passes because the head probe [Step 3) passes freely through the boundaries of the interior opening. Nora 2—Fig. A I.8a fails the "A" portion of the test template test. NoTF 3—Fig. A 1.8b fails the "B" portion of the test because the thickness of the component does not prevent access into the opening. NorE 4—Fig. A I.8c passes because the interior opening is Targe enough to allow full passage of the head probe. FIG. A1.8 Template Test Reference Paragraph 5.1.4.4 Pass - Depth of flail - Depth of opening is opening is less than greater than 0.75 in (19.1 mm) 0.75 in {19.1 mm}, and is considered accessible. FIG. A1.9 A Partially Bounded Opening Is Not Considered Accessible if the Template Cannot Penetrate the Opening to a Depth Greater than 0.75 in. (19.1 mm) (Thickness of the Test Template) Reference Paragraph 6.1.L1.4 Certified Playground Safety Inspector Field Guide Sargent Creek Playground Equipment Installation 41 Attachment B Page 33 of 86 n% +00.50 in. 4 (12,7 mm) IV Bid Package Issued June 14, 2024 * F1487 - 21 6) 01.50 in. (38.1 mm) Page 261 of 322 "S3.OD in• 76.2 mm) 0.25 4 mm} � 9 1i mm} 1.50 in. (38.1 mm) I k 1.00 in. DIA. (25.4 mm DIA.) F2.00 i9nDI. (50.8 mm DIA,) 3.50 in. DIA. (88.9 mm DIA.) FIG. A1.10 Projection Test Gauges Reference Paragraphs 6.3, 6.3.2, 6.4.1.1(1), 6.4.3, and 6.4.4 42 National Recreation and Park Association Sargent Creek Playground Equipment Attachment B Installation Page 34 of 86 1.25 in. DIA. (31.8 mm) Bid Package Issued June 14, 2024 F1487 — 21 till Page 262 of 322 Keep the face of the gauge vertical and its axis parallel to the plane of intended travel of the suspended member during the test. I 0.12 in, (3.0 mm) NOTE: Gauge made of any rigid material. FIG. A1.11 Projection Test Gauge for Suspended Swing Assemblies Reference Paragraphs 6.3, 6.3.3, and 6.4.1.1 j2J GAUGE GAUGE GAUGE — — r L_ NoTE 1—For compound protrusions, successively place gauges over increasing diameters to determine compliance. FIG. A1.12 Compound Projection Test Reference Paragraph 6.3.2 Certified Playground Safety Inspector Field Guide 43 Sargent Creek Playground Equipment Attachment B Installation Page 35 of 86 PASS No projectlion beyond face of gauge 44 Sargent Creek Playground Equipment Installation Bid Package Issued June 14, 2024 *11 F1487 — 21 raT.. .�� FAIL Projection beyond face of gauge INCORRECT USE FIG. A1.13 Use of Projection Gauges Reference Paragraph 6.3.2 Page 263 of 322 National Recreation and Park Association Attachment B Page 36 of 86 R 21.0 in. (533 mm) R 21.0 in. (533 mm) 14,O TRM Bid Package Issued June 14, 2024 * F1487 - 21 R 21.0 in. (533 mm) SHADED AREA REPRESENTS NON-ENTANGLEMENTJPRO]ECT % ZONES -1-1 14.0 in. (356 mm) TRANSITION AREA 611111101*1 241 EXITING SECTION INITIAL SURFACE PERPENDICULAR SURFACE EQUAL TO OR LESS THAN 0.12 in. (3.0 mm) No projection shall extend perpendicular from the initial surface more than 0.12 in. (3A mm). NoTE I—Measurement based on the 95th percentile 12 -year-old. NoTE 2 --Bottom of slide is exempt from the requirements of the non -entanglement zone. NoTE 3—Use trig. A1,23 to determine the bottom of a continuously curved slide section. FIG. A1.14 Area Subject to the Requirements of 6.4,1 Reference Paragraph 6.4.1 Certified Playground Safety Inspector Field Guide Sargent Creek Playground Equipment Installation Page 264 of 322 60 In (1520 mm) Standing Height 45 Attachment B Page 37 of 86 Bid Package Issued June 14, 2024 u ' F1487 — 21 Page 265 of 322 0.12 in. (3.0 mm) :50.12 in. t3.0 mm) < 0.12in. (3.0 mm) 1. 2. PASS PASS_ Fits within one of the (3) projection gauges. Projects Fits within one of the (3) projection gauges. Each of three -=� �7" upwards from a horizontal plane - perpendicular projection surfaces project upwards from a hoirizontai plane S 0.12 in is 60.12 in (3.0 mm), curved upper surface does not project (30 mm) - O.K. Rivet head has the same characteristics as perpendicular to the plane of the initial surface. In 1, therefore it passes the entanglement test for Gauge projections From a horizontal plane. Gauge 3, [-Fig. A1.11 4. Fig. A1,11 FAI L PASS Fits within one of the (3) projection gauges. Passes holt end Fits within one of the (3) projection gauges. Passes projection test - 5 2 threads exposed. Fails entanglement entanglement test - projection From a horizontal plane test - projection Upwards from a horizontal p#ane for same reasons shown in 1. perpendicular to plane of initial surface > 0.12 in (3A mm), 6. > Z Full threads exposed 5. Fits within one of the (3) projection gauges. Projects > 0.12 in. (3.0 mm) upwards above a horizontal plane - passes for same reasons as shown in I. PASS FAIL 0.12 in. (3.0 rnm) Fits within one of the (3) projection gauges. Fails (2) 5 0.12 In. (3.0 mm) entanglement tests - Projects upwards from a horizontal plane perpendicular to plane of initial surface > 0.12 in PAS (3.0 mm) and fails exposed Bolt end projection > 2 full threads. ',- 5 0.12 in. (3„0 mm) Passes bolt end projection test - 5 2 threads exposed. Projects downward below horizontal plane - not subject to entanglement requirement of projecting above a horizontal plane. 7. See following page 8. Projections above a horizontal plane must pass the three gauge test plus have no projections greater than 0.12 in (3.0 mm), 7R1ZONTAL PLANE L Projections below the horizontal plane must meet the three projection test gauges only. FIG. A1.15 Entanglement Test Requirement Examples Reference Paragraphs 5.4.1, 6.4.2, and 6.4.3 46 National Recreation and Park Association Sargent Creek Playground Equipment Attachment B Installation Page 38 of 86 Bid Package Issued June 14, 2024 F1487 — 21 7 --� �— > 0.12 in, (3.0 mm) > 0,12 in. (3,0 mm) 1. FAIL > 0.12 in. (3.0 mm) 0.12 in. (3.0 mm) M 911.1111 3. PASS a 0.12 in. (3.0 mm) Page 266 of 322 ----1 50.12in. (3.0mm) NoTF I-1. Fails entanglement test — projection fits within one of the ftee gauges and increases in size greater than 0.12 in. (3.0 mm) for a depth greater than 0.12 in. (3.0 mm). 2. Fails entanglement test — projection fits within one of the three gauges and increases in size greater than 0.12 in. (3.0 mm) for a depth greater than 0.12 in. (3.0 mm). 3. Passes entanglement test — projection fits within one of the three gauges but increases in size is less than or equal to 0.12 in. (3.0 mm). FIG. A1.15 Entanglement Test Requirement Examples Referenoe Paragraph 6.4.4 (continued) Certified Playground Safety Inspector Field Guide Sargent Creek Playground Equipment Installation 47 Attachment B Page 39 of 86 2. Ch 1. Bid Package Issued June 14, 2024 ' F1487 — 21 X0.12 in. l V (30 mm) _ X0.12 in. t (3.0 mm; Clerris Any of the (3) Projection Gauges Contacts the Initial Surface Fall 3. Support Clev Support Page 267 of 322 Support Physical Constraints prevent any of the (3) gauges from Physical Constraints prevent any of the (3) gauges from contacting the initial surface. contacting the initial surface. Pass Pass FIG. A1.16 Entanglement Test Requirement Examples Continued Reference Paragraphs 6-4.1, 6.4.2, and 6.4.4 �. 2. aS PASS 3.50 in,(88.9 mm) D.D. projection gauge does not pass over the projection and contact the initial surface. Not an entanglement hazard. 3. > 0.12 in. (3.0 mm) FAI L Entanglement Hazard - Projection from a horizontal plane. Three conditions in section 6.4.2 are all present. FIG. A1.17 Entanglement Test Requirement Examples Reference Paragraphs 6.4.-1 and 6.4.2 48 Sargent Creek Playground Equipment Installation Nationai Recreation and Park Association Attachment B Page 40 of 86 More than 2 full threads exposed Bid Package Issued June 14, 2024 1u,' F1487-21 3.50 in.(88.9 mm) O.D. projection gauge (Fig. A1.10) shown flat against opening PASS Bolt end is recessed, 3.50 in (88.9 mm) O.D. projection gauge cannot he made to contact it - Not an entanglement hazard. FIG. A1.18 Entanglement Test Requirement Examples Reference Paragraph 6.4.3 Certified Playground Safety Inspector Field Guide Sargent Creek Playground Equipment Installation Page 268 of 322 49 Attachment B Page 41 of 86 Bid Package Issued June 14, 2024 F1487 — 21 1, Checking Loops for 0.04 in. (1.0 mm) gap 8 8 8 FAIL FAIL PASS Upper gap Lower Loop gap Both Loops gap X0.04 in. (1.0 mm) >0.04 in. (1.0 mm) 50.04 in. (1.0 mm) 2. Both loops closed Checking lower loop prajection FAIL FAIL PASS End of lower loop extends End of lower loop inside boundary of beyond boundary of upper loop. upper loop. 3. Both loops closed. Lower loop projection ❑X Checking upper loop 8 8 FAIL PASS PASS Uppero�p extends Uppe op aligns Upper Toop beyond body with body overlaps body 4. Both loops closed. Lower loop projection O.K. Upper loop D.K. Checking lower loop alignment 8 8 FAIL PASS Lower ovp Lower loop overlaps body aligns with body Copyright 2014 Canadian Standards Association FIG. A1.19 Requirements for Fastening Devices Reference Paragraphs 6.4.5 and 6.4.5.1 Page 269 of 322 50 National Recreation and Park Association Sargent Creek Playground Equipment Attachment B Installation Page 42 of 86 1 Bid Package Issued June 14, 2024 Page 270 of 322 F1487 — 21 =ON °A•A" A-14' (R3.5 APPROX . 30.0° 70(S.k m my y6MfA 76.0 mm) V2.36V".9m .002 [.05 mm35mmp2' 39x' f97A mm)3.76 .05 3.94• [t k4r ( i.M- (25-4 FOM) 5.3m5`m(13S.9 mm) 606• (I 53.4 mm) 4,7 1m' m[2)3 3.9 mmy i 4-1-00"(45.4 mm) 3.W-[76.0 mm) I9.99" (R24.9 mm) -r R.99" (824.9 mm) NoTe [—Dimensions are for reference only. 3 Noce 2—"Articulated Web Stop" probe, available from Underwriters Laboratories, 333 Piingsten Rd., Northbrook, 11L 60062, Attn: Publications Stock. Copyright 2414 Canadian Standards Association FIG. A1.20 Accessibility Probe Reference Paragraph 6.5.1.1 3 ACCESS COMPONENT—\ REQUIRED 72 in (1 834 mm) HIGH NO ACCESS COMPONENT REQUIRED 48 in (1220 mm) HIGH a 12 In (300 mm) FOR 2-5 YEAR OLDS a 18 In (960 mm) FOR 5-12 YEAR OLDS i 36 in (910 mm) 5 12 in (300 MM) FOR 2-5 YEAR OLDS HIGH tS 18 in (460 mm) FOR 5-12 YEAR OLDS PROTECTIVE INFILL FIG. A1.21 Adjacent Platforms Reference Paragraphs 7,5.7.1 and 7.5.7.3 Certified Playground Safety Inspector Field Guide 51 Sargent Creek Playground Equipment Attachment B Installation Page 43 of 86 Bid Package Issued June 14, 2024 F1487 — 21 Length of Slide Page 271 of 322 Height of Slide Height of Slide Divided By Length — of Slide Shall Not Exceed 0.577 r Copyright 2014 Canadian Standards Association 52 (Y) 4.0 in' MIN (102,mm) t~engt}t + ❑n Lirv�.. �,,..� FIG. A1.22 Height/Length Ratio of Sliding Surfaces Reference Paragraph 8.5.4,1 UNDERSIDE OF (REF 6A. 1) 51IDE BEDWAY I I I 900 I I SLIDE CHUTE F� 12.0 in (305 mm) (2 TO 5 YR.OLD) 16.0 in (4016 mm) (5 to 12 YR.OLD) (x) FIG. A1.23 Formula for Minimum Vertical Sidewall Height Reference Paragraphs 6.4.1 and 8.5.4.5(l) National Recreation and Park Association Sargent Creek Playground Equipment Attachment B Installation Page 44 of 86 Bid Package Issued June 14, 2024 j' F1487 — 21 SLIDE EEDWAY RADIUS (R) SLIDE EEDWAY WIDTH (W) 30 in. (760 mn SLOPE OF EXIT REGION —I Page 272 of 322 4 MINIMUM VERTICAL SIDEWALL HEIGHT (H) H (IN)= 4 - (ZWIR) FIG. A1.24 Formula for Minimum Vertical Sidewall Height Reference Paragraph 8.5.4.5(2) EXIT REGION LENGTH FIG. A1.25 Slide Exit Requirements Reference Paragraphs 8.5.5.1, 8.5.5.2, and 8.5.5.4 Slide Bedway—��— Length �. Slide Bedway ���� Elevation of Slide Yrs Exit Height Finished Height of Protective Surfacing — Nure I—If elevation is >48 in. 0320 mm}, exit height shall be between 7 in. 080 mm) and 15 in. (380 mm); if elevation is X48 in. (1220 mm), exit height shall be l l in. (2 80 mm) maximum (see 8,5. i;) NoTe 2—Slide Bedway length, For structural integrity purposes, is denoted by the dashed line (see 114. 1, t). FIG. A1.26 Height of Slide Exit Region and Slide Bedway Length Certified Playground Safety Inspector Field Guide Sargent Creek Playground Equipment Installation 53 Attachment B Page 45 of 86 34 in. (864 mm) 27 in. (686 mm Bid Package Issued June 14, 2024 0 F1487 21 60 in. (1520 mm) \ E ti n 21 in. (530 mm) CLEAR AREA 21 in. (530 mm) - SLIDE CHUTE 21 in. 530 mm) SLIDING SURFACE Page 273 of 322 FIG. A1.27 Slide and Spiral Slide Clearance Reference Paragraphs 8.5.6.1 and 8.5.6.2 M) 54 National Recreation and Park Association Sargent Creek Playground Equipment Attachment B Installation Page 46 of 86 Bid Package Issued June 14, 2024 Page 274 of 322 F1487 —21 SWING SAY CLEARANCE 20 in MIN r(S SO mm)i 20 in MIN r(510 rnm)l ■' r I + I 1 r I 1 I SUPPORT 1 + 1 I 1 1 STRUCTURE 1 I 1 ! 1 I I 1 I I r I 4 I 4 I I I 1 I 1 I 1 I 1 ! 1 I f 1 I I 1 1 1 1 I FALL HEIGHT I l 1 1 I I q I A A + 1 30 In MIN --0-' '.,24.n MI 1 ' 30 in MIN I (760 mm) 1 F (610 mm) i 1 [750 mm) 60 in I 1 I I I {5520 mm} I 1 + 1 I I I r I 1 ! 1 ! I I 1 TOP OF PROTECTIVE SURFACING A 12 in MIN. (300 mm) A • MEASURE WHEN OCCUPIED BY MAXIMUM USERS 17 in MEN (300 mm) FIG. A1.28 TcdFro Swings Reference Paragraphs 8.6.5.1[2] and 8.6.5.1(3) Certified Playground Safety Inspector Field Guide 55 Sargent Creek Playground Equipment Attachment B Installation Page 47 of 86 Bid Package Issued June 14, 2024 0 F1487 — 21 0 in. 760 SUPPORT — —___--------------- STRUCTURE TIT —I � s r I t I t t I 1 I I � � I � � I � 1 I � � I � r I ♦ ! I � � I I I TOP OF PROTECTIVE SURFACING 12 m. MTN [300 mm] NOTE - Y = THE VERTICAL OISI"ANCE FROM THE PIVOT POINT TO THE SITTING SURFACE OF THE SEAT FIG. A1.29 Rotating (Multiple Axis) Swings Reference Paragraph 8.8.5.2(7) in. Page 275 of 322 FALL HEIGHT 56 National Recreation and Park Association Sargent Creek Playground Equipment Attachment B Installation Page 48 of 86 Bid Package Issued June 14, 2024 ,1 F1487 — 21 FIG. A1.30 Example of Ring Ladder Reference Paragraph 8.3.5 A - Axis of rotation AB - Minimum radius C AC - Maximum radius The difference between dimension AC and AB should not exceed 2 inches (50 mm). B FIG. A1.31 Minimum and Maximum Radii of Noncircular Rotating Equipment Reference Paragraph 8.8.12 Certified Playground Safety Inspector Field Guide Sargent Creek Playground Equipment Installation Page 276 of 322 57 Attachment B Page 49 of 86 Bid Package Issued June 14, 2024 Page 277 of 322 j' F1487 — 21 USE IONE j 1 1 BALANCE BEAMS _ I I i I I USE ZONES MAY OVERLAP FOR STATIONARY EQUIPMENT 0 I WITH A HIGHEST ADJACENT DESIGNATED PLAY SURFACE 1 OF 30 In. (760 mm) OR LESS 1 72 in. MIN I ♦/ 11 ♦ [1830 mm) USE ZONE �\ I 72 in. 11 t 1 ♦ m [1930 mm] 1 BALANCE BEAM i 1 l I 72 i 1 3 2 [1830 mm)n. 7Z 111. 1 1\ (1830 mm) ! � I '1 I f t ! ! 1 r 115E LONE FOR STATIONARY EQUIPMENT WHER T}iE 1 HIGHEST ADJACENT DESIGNATED PLAY SURFACE pF EITHER STRUCTURE EXCEEDS 30 in. (760 mm) --------- —,108 log in. MIH �ti f♦ ♦ (2740 mm) ------------------ 1 � 1 1 r 1 1 r r l s � I 4 I 5 �\ I \' I 72 in. 72 In. ^(1930 (1830 mm) 1 mm) 3 Z 1 i I 1 I BALANCE REAM I I 1 1r 1 72 in. r 1 {1830 mm} I usE zONE r � � t t r♦ --------------------------------- � OENOTESTHE HEIGHT OF THE �f DESIGNATED PLAY SURFACE IN FEET, FIG. A1.32 Use Zones for Stationary Equipment Reference Paragraphs 9.2 and 9.2.3 58 Sargent Creek Playground Equipment Installation National Recreation and Park Association Attachment B Page 50 of 86 Bid Package Issued June 14, 2024 * F1487 - 21 ®NON -OVERLAPPING USEZONE Rotating Equipment with a maximum dimension greater than 20 in. (508 mm) measured From the axis of rotation to the outermost perimeter and possesses speed limiting device Page 278 of 322 ®NON -OVERLAPPING USE ZONE Rotating Equipment with a maximum dimension greater than 20 in. (508 mm) measured from the axis of rotation to the outmost perimeter mdtbguLa speed Itmiting device --US-- --, r ■ / PLAY EQUIPMENT WITH ,\ / A FALL HEIGHT 1 f t 30 IN. (762 mm) - — USE ZONE 2ONE� ROTATING EQUIPMENT WITH A MA7aMUM f �IMUL51ON c=20 IN. (508 mm) FROM THE \ \AXIS OF ROTATION WITH A FALL HEIGHT J a 30 IN. (762 mm) { 72" ' ► �� r f 1 (1829 mm) { 1(2744 mm)+ + 1 l 1 1 I 72 1 • � I PLAY EQUIPMENT WITH I 1 (1829 mm) 1 ►1 A FALL HEIGHT � > 30 IN. (762 mm) _ 1 I ROTATING EQUIPMENT WITH A MAXIMUM — —� DIMENSION r=20 IN, (508 mm) FROM THE I AXIS OF ROTATION WITH A FALL HEIGHT f USE ZONES c 30 IN, (762 mm) J MAY OVERLAP / OTHER USE ZONES t / / USE ZONE FIG. A1.33 Use Zones for Rotating Equipment Reference Paragraphs 8.8.3.4, 9.3.1, 9.3.2, and 9.3.3. Certified Playground Safety Inspector Field Guide Sargent Creek Playground Equipment Installation 59 Attachment B Page 51 of 86 — -r Bid Package Issued June 14, 2024 * F1487 -- 21 I 1 7Z in. USE ZONES AT 1 ENDS al SWINGS r 1 72 3n. A KIT OVERLAP i, (1830 mm) r I � I � l 2X I FRONT TO REAS! USE ZONES CAN NOT OVERLAP I 1 I I I I zX I USE ZONE 1 t r 7Z in. ' 115E ZONE (1830 mm] NOTE: X = THE VERTICAL DISTANCE FROM THE PROTECTIVE SURFACE TO THE PIVOT POINT OF THE SWING FIG. A1.34 Use Zones for To -Fra Swings Reference Paragraphs 9.4.1.1, 9.4.1.3, 9.4.1.4, 9.4.1,5, and 9.4.1.5(1) Page 279 of 322 60 National Recreation and Park Association Sargent Creek Playground Equipment Attachment B Installation Page 52 of 86 Bid Package Issued June 14, 2024 0 F1487-21 1 z - - '2 1 1. 2. 1❑_ 1 1 LLI F 301n MIN + 30 i AMIN 30 inAMIN i + 30 in MIN 50 In [750 mm} ' [750 mm} [760 mm] 1 [760 mm] (1520 mm) 1 1 � � 1 1 1 1 TDP OF PROTECTIVE SURFACING ' OPEN SEATS A • MEASURE WHEN OCCUPLED BY MAXIMUM USERS NOTE: X = THE VERTICAL DISTANCE FROM THE PROTECTIVE SURFACE TO THE PIVOT POINT OF THE SWING WIDTH OF USE ZONE -------------------------`- 1, 1 +USE ZONES OUTSIDE, I THE FRONT TO REARL + USE ZONES i i MAY OVERLAP i �x i 1� + 721n (1830 mi + i `r 72 in 330 mm) i 1 2X i 1 1 1 1 z i 1 'o ; + ry i lu i e 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 WIDTH OF USE ZONE i FIG. A1.35 Use Zones for To -Fro Swings "T" Swings With Open Seats Reference Paragraphs 9.4.1.1, 9.4.1.3, 9.4,1.4, 9.4,7.5, and 9.4.1 .5( f) Page 280 of 322 Certified Playground Safety Inspector Field Guide 61 Sargent Creek Playground Equipment Attachment B Installation Page 53 of 86 1 1 1 FRONT TO REAR USE ZONES ! [4X LONG x WIDTH OF USE ZONE CANNOT OVERLAP ANY OTHER ; USE ZONE ; 1 z a N 1 11+ � J � 1 1, 1 +USE ZONES OUTSIDE, I THE FRONT TO REARL + USE ZONES i i MAY OVERLAP i �x i 1� + 721n (1830 mi + i `r 72 in 330 mm) i 1 2X i 1 1 1 1 z i 1 'o ; + ry i lu i e 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 WIDTH OF USE ZONE i FIG. A1.35 Use Zones for To -Fro Swings "T" Swings With Open Seats Reference Paragraphs 9.4.1.1, 9.4.1.3, 9.4,1.4, 9.4,7.5, and 9.4.1 .5( f) Page 280 of 322 Certified Playground Safety Inspector Field Guide 61 Sargent Creek Playground Equipment Attachment B Installation Page 53 of 86 Bid Package Issued June 14, 2024 " Page 281 of 322 0 F1487 — 21 I I I I I I I I I I I I I I I I l � _ '1 72 in. USE ZONES AT , � 72 In. ENDS OF SWING 7, \ STRUCTURES MAY OVERLAP [1830 mm3 ' r' W 2w FROM TO REAR USE ZONES I I I can NOTOVERW I I I I I y xw I � i I .—T USEZONE i.F,,...._.� 1 l 72 in. ' [1830 mm] 1 USE ZONE , NOTE,. W = THE VERTICAL DISTANCE FROM INE TOP OF THE SITTING SURFACE TO THE PIVOT POINT FIG. A1.36 Use Zones for To -Fro Swings With Fully Enclosed Swing Seats Reference Paragraphs 9.4.1.2, 9.4.1.3, 9.4.1.4, 9.4.1.5, and 9.4.1.5(1) 62 Sargent Creek Playground Equipment Installation National Recreation and Park Association Attachment B Page 54 of 86 I Bid Package Issued June 14, 2024 r. F1487 — 21 1 ' I f W F � a f r FWl � 1 f ' I f 30 in MI30 ix MIt� 760 mm , i 760 mm i i i W 'x .o H �W 1 e 1 1 + 1 ILL l 1 t0 I 1C r I LCi r 1 1 , f 3O in MI� �301n MI 760 mm ' 'iiiiii ((((((760 mm 60 in (1520 mm) i i 1 TOP OF PROTECTIVE SURFACING; FULLY ENCLOSED SEATS A -MEASURE WHEN OCCUPIED By MMMUM USE ILS NOTE: W = THE VERTICLE DISTANCE FROM THE TOP OF THE STITLNG SURFACE TO THE PIVOT POINr OF SWING FI(L Al.Lira I,ewaa lar T 4rra "T" Swings With Fully Enclosed Seats a1�11wIar�RalMa 9.4.1.2, 9.4.1.3, 9.4.1.4, 9,4.1.5, and 9.4.1.5(1) Certified Piayg round Safety h»peoW Fuld Guide Sargent Creek Playground Equipment Installation Page 282 of 322 63 Attachment B Page 55 of 86 ------- i - -- - WIDTH OF USE ZONE ---------------------------; 1 I r i FRONT TO REAR USE IDNES � � ' 1 (4W LONG x WIDTH OF USE ZONE CANNOT OVERLAP ANY OTHER i USE ZONE ' z r D' NI � ' ' N 1 : r xw 1 USE ZONES OUTSIDE 1 7211, 1+1 f THE FRONT TO (1 0 mm) REAR USE ' ; IONESMAY i W Z OVERLAP W 1 II 72 IR ' 1 I {1830 mm) ? i i 1 xw 1 1 W i i in r i i 1 1 +N flP USE ZONE i r FI(L Al.Lira I,ewaa lar T 4rra "T" Swings With Fully Enclosed Seats a1�11wIar�RalMa 9.4.1.2, 9.4.1.3, 9.4.1.4, 9,4.1.5, and 9.4.1.5(1) Certified Piayg round Safety h»peoW Fuld Guide Sargent Creek Playground Equipment Installation Page 282 of 322 63 Attachment B Page 55 of 86 Bid Package Issued June 14, 2024 01 F1487 — 21 I 7Z in. USE ZONES A7 7� ' ENDS OF SWINGS ` I (1830 ". 1 � MAY OVERLAP L � L � 1 � � t 1 � +� 1 r Y . 72 in. (1030 mm) I� USE ZONE 1 I` I 4 SWING BAY CLEARANCE L 240MES CAN NOT OVERLAP L Y a 30 in. {750 mm) ' ` SWING BAY CLEARANCE ZONE 1 , 1 ' 1 f � l I I 1 � 1 721n. f 1830 mm) 1 , ol — — — — — — — MOTE: Y - THE VERTICAL DISTANCE FROM THE TOP OF THE SITTING SURFACE TO THE PIVOT POINT FIG. A1.38 Use Zones for Rotating Swings Reference Paragraphs 9.4.2 and 9.4.2.4 64 Sargent Creek Playground Equipment Installation Page 283 of 322 National Recreation and Park Association Attachment B Page 56 of 86 Bid Package Issued June 14, 2024 0 F14$7 — 21 Page 284 of 322 r— — — — — — — — — • / t r � USE ZONE 84 in. r (2130 mm) I ' { I 84 in, � (2130 mm)�' L ' STANDING 1 � ROCKING/SPRINGING EQUIPMENT ' 1 � 1 � 1 � r USE ZONE / CAN NOT OVERLAP / ANY OTHER USE ZONE / 72 in. / \ (1830 mm) USE ZONE { ' USE ZONE { 72 in. (11830 mm) } SjrMNG / ROCKING/SPRINGING EQUIPMENT / NOFE: USE ZONES MAY OVERLAP FOR r SITTING TYPE OF EQUIPMENT ONLY t IF DESIGNATED PLAY SURFACE HEIGHT IS 30 In. (760 mm) OR LESS. FIG. A1.39 Use Zones for Rocking/Springing Equipment Reference paragraphs 9.5 Certified Playground Safety Inspector Field Guide 65 Sargent Creek Playground Equipment Attachment B `% Installation Page 57 of 86 Bid Package Issued June 14, 2024 0 F1487-21 Page 285 of 322 --- --------------------_—_— use ZONE / 72 in. (1830 mm) 1 r � x 1 � ' 72 In. r (1630 mm) %, USE ZONE -----------------------_.. — dW.WM AIA SIDE ELEVATION FIG. All.40 Use Zones for Slides Reference Paragraph 9.6 66 National Recreation and Park Association Sargent Creek Playground Equipment Attachment B Installation Page 58 of 86 BidP ckage Issued June 14, 2024 Page 286 of 322 : F1487 — 21 NOTE: X = THE VERTICAL DISTANCE FROM THE PROTEC ZVE SURFACE x AT THE LOWER EXIT TO THE HIGHEST POINT OF THE SLIDING SURFACE FIG. A1,41 Overlap of Parallel of Diverging Slide Paths (Pass) Reference Paragraph 9.6.3 NOTE: X = THE VERTICAL DISTANCE FROM THE PROTECTIVE SURFACE x AT THE LOWER EXIT TO THE HIGHEST POINT OF THE SLIDING SURFACE FIG. A1.42 Slide Exit Clearance Reference Paragraph 9.6.3 Certified Playground Safety Inspector Field Guide 67 Sargent Creek Playground Equipment Attachment B Installation Page 59 of 86 Bid Package Issued June 14, 2024 49, F1487 — 21 NOTE: X = THE VERTICAL DISTANCE FROM THE PROTECTIVE SURFACE AT THE LOWER EXIT TO THE HIGHEST POINT OF THE SLIDING SURFACE Page 287 of 322 FIG. A1.43 Overlap of Converging Slide Paths (Fail) Reference Paragraph 9.6.3 National Recreation and Park Association Sargent Creek Playground Equipment Attachment B Installation Page 60 of 86 BidPackage Issued June 14, 2024 ' F1487 -- 21 f r x 72 in. _ NO INDIVIDUAL USE (1830 mm) Page 288 of 322 SLIDE _ i 72 in. (1830 mrp) r 00, 63 L TV r r r' L I 1 M I I f TALLY LINKED ICE BEAM �r 72 in. i k1830 mm} USE ZONE NOTE ]—Dimensions for X defined in 9.4. FIG. A1.44 Composite Play Structure Reference Paragraphs 3.1.46, 9.2.2, and 9.7 Certified Playground Safety inspector Field Guide 69 Sargent Creek Playground Equipment Attachment B Installation Page 61 of 86 I Bid Package Issued June 14, 2024 0 F1487 -- 21 Page 289 of 322 7 f1 irr ROTATING EQUIPMENT ff TO-FRQ SWING i 1 I (a) Reierence Paragraph 9.8.1 and 9.5.3 I � � � I I I I � ROTATING •� ••" EQUIPMENT i i i i I fir, f ••' J TO -FRO __r SWLNG i r'Tii 15ITTIK 1 sPRn�iGIn�RC "" EQUyFMEP {b} Referenca Paragraph 9.8.2 and 9.8.3 • COMPOSITE e••. FLAY SIRLICTURE ~ DE POSSIBLE LOCATION OF PERINIFrER 1 COMPOSITE r- •" PLAY STRUCTURE J' • r FIG. A1.45 Placement of Equipment Reference Paragraph 9.8 POWBIE tOCATION OF PERIMETER 70 National Recreation and Park Association Sargent Creek Playground Equipment Attachment B Installation Page 62 of 86 III`• StiDE i 1 COMPOSITE r- •" PLAY STRUCTURE J' • r FIG. A1.45 Placement of Equipment Reference Paragraph 9.8 POWBIE tOCATION OF PERIMETER 70 National Recreation and Park Association Sargent Creek Playground Equipment Attachment B Installation Page 62 of 86 Bid Package Issued June 14, 2024 4 F1487 — 21 Page 290 of 322 i � ♦ I � � I I � 72 in. 7 PERIMETER OF (1830 mm) PLAY AREA � i I I LEVEL LANDING j 60 in. MIN DIAMETER p (1520 mm) a USE ZONE 72 in, i (1830 mm) � AREA EXEMPTED LANDING WITH I FROM USE ZONE PLAY EVENT I REQUIREMENTS I / M O WALKWAY OUTSIDE PERIMETER OF PLAY AREA II I y / 144 in, MAX (3660 mm) I 30 in, x 48 in. 36 in. MIN I (760 mm x 1220 mm) (910 mm) PLAN VIEW I PARKING SPACE CLEAR PATH 26 (660 - 36 in. MIN (910 mm) 36 in, MIN (910 mm) GUARDRAIL (IF REQUIRED) BARRIER 26 - 28 in. (660 - 710 mm)Q 0 r 12 - 16 in. Ljl (300 - 410 mm) 1.0 in. MAX I2,0 in. (51 mm) CURB I5 REQUIRED (25 mm) UNLESS LOWER RAIL IS 1.0 in (25 mm) OR LESS ABOVE THE RAMP FOR RAMPS WITH HEIGHTS FOR RAMPS WITH HEIGHTS > 30 in. {760 mm} 2 THROUGH 5 YR. OLDS 5 30 in. (760 mm) 2 THROUGH 5 YR. OLDS OR QR a 48 in, (1220 mm) 5 THROUGH 12 YR. OLDS 5 48 in, (1220 mm) 5 THROUGH 12 YR. OLDS FIG. A1.46 Ramps Intended for Wheelchair Use Reference Paragraphs 7.1.2, 724, 7.2.5, 7,5.5.5, and 7.5.5.E Certified Playground Safety inspector Field Guide 71 Sargent Creek Playground Equipment Attachment B Installation Page 63 of 86 SLfDE TRANSFER POINT 30 in. x 48 in. (760 mm x 1220 mm) PARKING SPACE Bid Package Issued June 14, 2024 F1487 — 21 (200 mm) 16 (410 mm) 24 (610 mm) 32 (810 mm) 48 40 (1220 mm) (1020 mm) (810 mm) 60 in. DIAMETER TURNING SPACE '•� (1520 mm) Page 291 of 322 ACCESSIBLE STEPS WHEELCHAIR ACCESS NOTE: TURNING SPACE AND PARKING SPACE MAY NOT OVERLAP NOTE: (:J DENOTES THE HEIGHT OF THE DESIGNATED PLAY SURFACE IN INCHES FIG. A1.47 Transfer Point and Return on a Wheelchair Accessible Platform Reference Paragraph 7.5,4 72 National Recreation and Park Association Sargent Creek Playground Equipment Attachment B Installation Page 64 of 86 Bid Package Issued June 14, 2024 ::* F1487 —21 GUARDRAILS CONFORMING TO OTHER PORTIONS OF THIS SPECIFICATION 2.0 in. (51 mm) CURB IS REQUIRED UNLESS LOWER RAIL OF GUARDRAIL IS 1.0 in (25 mm) OR LESS ABOVE PLS 24 in. MAX {610 mm} FIG. A1.48 Minimum Clear Width Reference Paragraph 7.5.3 FIG. A1.49 Wheelchair Accessible Platforms Reference Paragraph 7.5.5.1 Certified Playground Safety Inspector Field Guide Sargent Creek Playground Equipment Installation Page 292 of 322 BARRIERS CONFORMING TO OTHER PORTIONS OF THIS SPECIFICATION 73 Attachment B Page 65 of 86 E E F 5 0 o Ma F7 GUARDRAILS CONFORMING TO OTHER PORTIONS OF THIS SPECIFICATION 2.0 in. (51 mm) CURB IS REQUIRED UNLESS LOWER RAIL OF GUARDRAIL IS 1.0 in (25 mm) OR LESS ABOVE PLS 24 in. MAX {610 mm} FIG. A1.48 Minimum Clear Width Reference Paragraph 7.5.3 FIG. A1.49 Wheelchair Accessible Platforms Reference Paragraph 7.5.5.1 Certified Playground Safety Inspector Field Guide Sargent Creek Playground Equipment Installation Page 292 of 322 BARRIERS CONFORMING TO OTHER PORTIONS OF THIS SPECIFICATION 73 Attachment B Page 65 of 86 Bid Package Issued June 14, 2024 * F1487 — 21 Page 293 of 322 FIG. A1.50 Horizontal Rings and Ladders, etc. Reference paragraph 8.3.3 74 National Recreation and Park Association Sargent Creek Playground Equipment Attachment B Installation Page 66 of 86 Bid Package Issued June 14, 2024 * F1487 — 21 2.0 in. (51 mm) 6.0 in, (152 mm) 4.0 in. (102 mm) I--- Strap 6.0 in. (152 mm) Note 1 -Block made of any rigid material. Note 2 -Vary dimension X as required. FIG. A1.51 Load Distribution Devices Reference Paragraph 12.2.1 Certified Playground Safety Inspector Field Guide Sargent Creek Playground Equipment Installation Page 294 of 322 75 Attachment B Page 67 of 86 Bid Package Issued June 14, 2024 F1487 — 21 CONNECTOR J 7.0 in. (178 m 7.0 in. � 8mm} MAXIMUM MAXIMUM CHAIN 15.0 in. (381 mm) CONNECTOR MAXIMUM {� L HANGING RING FIG. A1.52 Hanging Ring and Hanging Rung -Dimensional Details Reference Paragraph 8.3.5 (a) 2-dimensional grid nets Page 295 of 322 S—HOOK CONNECTOR CHAIN S—HOOK CONNECTOR HANGING RUNG (b) 3-dimensional matrix nets FIG, A1.53 2 -Dimensional Grids and 3 -Dimensional Matrix (Vets Reference Paragraph 3.1.5 76 National Recreation and Park Association Sargent Creek Playground Equipment Attachment B Installation Page 68 of 86 Bid Package Issued June 14, 2024 �' F1487 -- 21 8 in. (457 mm) maximum diameter 2 through 5 -year-olds .0 in. (508 mm) maximum diameter 5 through 12 -year-olds `I4 I Vertical dear opening shall be no grater than 72 in. (1829 mm) (1) Pass 18 in. (457 mm) maximum diameter 2 through 5 -year-olds 20 in. (508 mm) maximum diameter 5 through 12 -yeas -olds Vertical clear opening shall be no greater than 72 in. (1829 mm) (2) Fail Page 296 of 322 NOTE l—(i} Pass: The vertical path between the flexible components is less than 72 in. (1829 mm). Therefore it passes the mesh structure test. (2) Fail: The vertical path between the flexible components is greater than 72 in. (I829 mm). Therefore it fails the mesh structure test. FIG. A1.54 Climbing Net Clear Opening Reference Paragraph 8.7.5.1 Certified Playground Safety Inspector Field Guide Sargent Creek Playground Equipment Installation 77 Attachment B Page 69 of 86 Bid Package Issued June 14, 2024 1* F1487 — 21 18 in. (457 mm) diameter 2 through 5 -year-olds 20 in. (508 mm) diameter 5 through 12 -year-olds rF;4r,vw I ffffr-�T�Zff �kw� eAq-., EXTERNAL FALL HEIGHT l SIDE VIEW ; EDGE GIVES IIGHEST POINT )NTACT IN RMINING THE 2108 FALL IT Copyright 2014 Canadian Standards Association FIG. A1,55 Fall Heights for 3-❑imensional Matrix Nets Reference Paragraph 8.2.5.2 (1) and (2) Page 297 of 322 TOP OF PROTECTIVE SURFACING 78 National Recreation and Park Association Sargent Creek Playground Equipment Attachment B Installation Page 70 of 86 1 Bid Package Issued June 14, 2024 F1487 —21 18 in. (457 mm) diameter 2 through 5 -year-olds 20 in. (508 mm) diameter 5 through 12 -year-olds I�•�►�w�i��� TDP VIEW Copyright 2014 Canadian Standards Association FIG. A1.56 Fall Heights for 3 -Dimensional Matrix Nets Reference Paragraph 8.2.5.2 (1) and (2) Certified Playground Safety Inspector Field Guide Sargent Creek Playground Equipment Installation Page 298 of 322 EXTERNAL FALL HEIGHT TOP OF PROTECTIVE SURFACING 79 Attachment B Page 71 of 86 Bid Package Issued June 14, 2024 * F1487 — 21 Internal fall height is assuming that the grid spacing is less than: 18 in. (457 mm) diameter 2 through 5 -year-olds 20 in. (508 mm) diameter 5 through 12 -year-olds Vertical clear opening shall be less than or equal to 72 in. (1829 mm) INTERNAL EXTERNAL FALL HEIGHT SIDE VIEW Top VIEW FIG. A1.57 FaR Heights for 3 -Dimensional Matrix Nets Reference Paragraph 8.2.5.2 (1) and (2) Page 299 of 322 TOP OF PROTECTIVE SURFACING 80 National Recreation and Park Association Sargent Creek Playground Equipment Attachment B Installation Page 72 of 86 Bid Package Issued June 14, 2024 A0, F1487 — 21 Page 300 of 322 ., r,,.r.. ....., .RAL URE Area Clear of a Roof racr. 7•`' ® with a Designated Play Surface FIG. A1.58 Swing Overhead Obstructions Reference Paragraphs 8.14.1, 8.14.3, and 9.8.4.1 DESIGNATED PLAY SURFACE OVERHEAD OBSTRUCTION CLEARANCE ZONE USE ZONE OVERHEAD OBSTRUCTION CLEARANCE ZONE o: FIG. Al .58 Overhead Obstructions Reference Paragraphs 8.14.1, 8.14.3, and 9.8.4.1 (continued) Certified Playground Safety Inspector Field Guide 81 Sargent Creek Playground Equipment Attachment B Installation Page 73 of 86 I � I Bid Package Issued June 14, 2024 0 F1487-21 •---------------------- I r l 1 l SUSPENDED ELEMENT USE ZONES L CAN NOT OVERLAP i I 1 1 1 1 ■ ■ ■ ■ ► S 1 I 1 I i I► r ■ 1 72" 1 ti ► SUSPENDED ELEMENT j PIVOT POINT 1 dp I r r ► 1 1 1 1 r 1 I I r 1 r I i SUSPENDED ELEMENT USE ZONES I I i CAN HOT OVERLAP I f I I I I I I I I I T--' -------------- --I NOTE: k = TkE VERTICAL DISTANCE FROM THE PROTECTIVE SURFACE TO THIGHEST ATTAINABLE PIVOT POINT OF THE SUSPENDED ELEMENT DURING USE. Y = THE VERTICAL DISTANCE FROM THE TOP OF THE SITTING SURFACE TO THE PIVOT POINr.. 82 Sargent Creek Playground Equipment Installation FIG. A1.59 Reference Paragraph 9.4.3 Page 301 of 322 National Recreation and Park Association Attachment B Page 74 of 86 24 in. (510 mm) PIVOT POINT TEST MAS 9" MIN Bid P ckage Issued June 14, 2024 F1487 — 21 SUSPENSION ELEMENT JSPENDED _EMENT FIG. A1.60 Swing Impact Test Deice Arrangement Reference Paragraphs 8.6.7.2(1] and 8.6.7.33)(a) FIG, A1.61 Clearance for Rotating Equipment with a Reducing Plane of Motion Reference Paragraph 8,8.1.8 Certified Playground Safety Inspector Field Guide Sargent Creek Playground Equipment Installation Page 302 of 322 83 Attachment B Page 75 of 86 RIGID STRUCTURAL Bid Package Issued June 14, 2024 `e' F1487-21 MAXIMUM DIMENSION MEASURED FROM THE AXIS OF ROTATION TO THE OUTERMOST PERIMETER Page 303 of 322 ® 72 in. (1829 mm) Clearance Zone for Rigid Structural Components ® 21 in. (533 mm) Clearance Zone for Rigid and Nonrigid Components FIG. A1.62 Clearance Zone for Rotating Equipment Reference Paragraph $.8.1.10 84 Sargent Creek Playground Equipment Installation National Recreation and Park Association Attachment B Page 76 of 86 Bid Package Issued June 14, 2024 AW F1487 — 21 f START OF EX7 SECTION �1 K m Er� f .................. rn ...._�_.......� r— ----' - � �•.�� a i sir... - Page 304 of 322 ElSLIDE CLEARANCE ZONE USE ZONE 21 in. (533 mm) DWAY HILL NOTE: At no point shall the embankment slide, excluding the exit section, be greater than 12 in. (305 mm) above the surrounding ground surface. NoT ]—At no point shall the embankment slide, excluding the exit section, be greater than 12 in. (305 mom) above the surrounding ground surface. FIG. A1.63 Embankment Slide Reference Paragraphs 3.1.11, 8.5.8.1, and 9.6.4.4 Certified Playground Safety Inspector Field Guide 85 Sargent Creek Playground Equipment Attachment B Installation Page 77 of 86 Bid Eackage Issued June 14, 2024 AW F1487 — 21 (51 mm) x 2,0 in. (51 mm) 2.0 in. (51 mm) x 2.0 in. (51 mm) )EVICE F TEST DEVICE IRFA CONTACT )NTACT ��r POINTS N--- SURFACE CONTACT v -Lr N 3[ A DP5 NOT FULL SURFACE CONTACT Copyright 2014 Canadian Standards Associallon 86 Sargent Creek Playground Equipment Installation CONTACT POINTS tiff A P5 NOT FULL SURFACE CONTACT FIG. A1.64 OPS Test Reference Paragraphs 3.1.10 and 6.7 Page 305 of 322 2.0 in. (51 mm) x 2.0 in. (51 mm) TEST DEVICE SURFACE CONTACT SURFACE CONTACT AA 6 FULL SURFACE CONTACT National Recreation and Park Association Attachment B Page 78 of 86 Bid Package Issued June 14, 2024 A0, F1487 — 21 Page 306 of 322 FIG. A1,65 Trolley Rides Reference Paragraph 3.1.51 J Certified Playground Safety Inspector Field Guide 87 Sargent Creek Playground Equipment Attachment B Installation Page 79 of 86 Bid Package Issued June 14, 2024 Page 307 of 322 F1 487 — 21 72 in. MIN. (1829 mm) Z + 30 in, MIN. (762 mm) -� 48 in. MIN. (1219 mm) 80 in. MIN. (2032 mm) ED 72 in. MIN. USE ZONE (1829 mm) 60 in. MIN, 72 in. MIN. 30 in. MIN. (1524 mm) (1829 mm) (762 mm) ® CLEARANCE ZONE P Aol C 64 in, (1626 mm) ® CLEARANCE ZONE Seated and Standing Trolley Ride Clearance Zone FIG. A1.66 Seated Type Trolley Rides Clearance and Use Zone Reference paragraph BA 3.2.3, 8.13.6, 8.13.8.3, 9.9.1, 9.9.2, 9.9.3 88 National Recreation and Park Association Sargent Creek Playground Equipment Attachment B Installation Page 80 of 86 Bid Package Issued June 14, 2024 1' F1487 — 21 Page 308 of 322 ® CLEARANCE ZONE Seated Only Trolley Ride Clearance Zone FIG. A1.66 Seated Type Trolley Rides Clearance and Use Zone Reference Paragraph 8.13.2.3, 8.13.8, 8.13.8.3, 9.9.1, 9.9.2, 9.9.3 (continued) 36'1 n. MIN. (914 mm) 5 in. MIN. (914 32 in. MIN. {813 mm) 72 in. MIN. —i, (1829 mm) 72 in. MIN. `(1$29 mm) r- -- ®CLEARANCE ZONE 48 in. MIN. ' (1219 mm) USE ZONE FIG. A1.67 Upper Body Type Trolley Rides Clearance and Use Zone Reference Paragraph 8.43.6, 9.9.1, and 8.13.31 I in. 3 mm] J Certified Playground Safety inspector Field Guide 89 Sargent Creek Playground Equipment Attachment B J Installation Page 81 of 86 Bid Package Issued June 14, 2024 Page 309 of 322 ,& F1487 — 21 APPENDIX (Nonmandatory Information) X1. HAZARD IDENTIFICATION AND RISK ASSESSMENT (HIRA) INTRODUCTION This appendixto provides examples and does not endorse any of the products or playground configurations presented, Each organization performing hazard identification and risk assessment should gather their own team, develop and document their own circumstances. Hazard identification and risk assessment (HIRA) for identified hazards are two separate tasks. An analysis of the benefits of the product or activity is separate from both the identification of hazards and risk assessment but is compared and balanced against the risk assessment output. "'Copyright 2014 Canadian Standards Association. X1.1 Play is ageless, the play drive is housed in our primitive brain stem, meaning that it's intrinsic and a necessary ingredient for human survival. What might seem like a trivial activity is actually extremely important to human development and health. The inherent benefits of play for children and value to society are well understood. Children will engage in play wherever they find opportunity and it is reasonably foreseeable that children will play in unpredictable ways. X1.1.1 Not all places for play fall within the scope of this standard but where children play in spaces designed for public access to play opportunities then, with some exceptions, the scope of this standard may apply. X 1.1.2 Many playgrounds and playspaces provided by pub- lic entities, parks, childcare centers etc. are subject to regula- tion and liability. The criteria of this standard are often used as the measure of a minimum standard of care in these public playspaces. X1.1.3 Playground standards criteria are based on past knowledge of products and issues and sometimes have diffi- culty anticipating potential future innovations. This situation can be a source of frustration for designers trying to introduce creative new products which may not fit the prescriptive language of the standard. X1.1.4 Hazard identification and risk assessment offers the designer/manufacturer of play components an opportunity to evaluate their product in relation to hazards that would likely cause harm during reasonably foreseeable use of the new product. This appendix will focus on the designer's or manu- facturer's evaluation process of a new component that does not fit into the designated equipment types listed in F1487 as stated in 1.6.1 of the standard.. The evaluation process will draw on many of the aspects of traditional risk assessment to consider severity of injury and probability of that occurrence. In the case of ASTM F1487, the injury severity to use for this evaluation is within the scope of the standard, and that is, to reduce life-threatening and debilitating injuries. The person perform- ing the risk assessment may select this severity, or some lesser severity leaving only the likelihood of that severity of injury 90 Sargent Creek Playground Equipment Installation occurring to be determined. It is not the role of the playground inspector to evaluate the HIRA however the owner/operator or their designates may review and approve. X1.1.5 There are many sources to learn about hazard identification and risk assessment and how they can be used for evaluating leisure activities and play environments. X1.1.5.1 https://www.rospa.com/play-safety/advicelrisk- assessmentl X1.1.5.2 https://www.resourcecentre.org.uk/iaformation/ risk -assessments! X1.1.5.3 http://www.playengland.org.uk/media/172644/ managing -risk -in -play -provi sion. pdf XI.l.b The most important thing to remember when con- ducting a HIRA is documentation. Taking the time to sit down and write a risk assessment focuses on thinking about what the hazards are, and whether there is anything that can be done to decrease the likelihood or severity of an injury. NIRA gives a structure in. which to analyze risk methodically. XI.1.7 The following are examples of documented HIR -Xs. X1.1.7.1 The introduction of a new play component to the market that is a variation or combination of equipment that is currently covered within the standard. X1.1.7.2 A brand-new play component. X1.1.7.3 A nature or natural element brought in as a play component. X1.2 Example 1: Sample Hazard Identification and Risk Assessment for a Modified Play Component X 1.2.1 A manufacturer has designed a new component that is a variant of vertical rotating equipment. The benefits of such a device are many including vestibular stimulation. Experts, including Dr. Stuart Brown and Dr. doe Frost, explain that during spinning, the three semicircular canals in the inner ear are responding to movement and acceleration in the horizontal, vertical, and diagonal planes. The same experts have explained that such stimulation is directly related to sense of balance. Three-dimensional movement through space stimulates the cerebellum. thus further developing the balance, planning, and National Recreation and Park Association Attachment B Page 82 of 86 Bid Package Issued June 14, 2024 0 F1487 - 21 language systems, and improved the ability to establish emo- tional regulation. This rotational movement fires up the brain by activating the connections in the prefrontal cortex and some claim to experience this "rush" while and immediately after playing. Beyond vestibular development that comes from spinrL ng/rotational movements are the natural effects on the proprioceptive system, the body's sense of locomotion or sense of muscle location and position, helping humans develop and maintain the body's proprioceptive system which draws infor- mation from the muscles and joints. The information from the muscles and joints is developed by the body as it moves through space creating signals to the central nervous system and improves the body's reaction to stimuli. Play that stimu- lates the senses in these ways is vital for healthy development. 301.2.2 The design has a central support post with a rotating weldment at the top of the post. There are three (3) evenly spaced flexible elements attached to the periphery of the weldment at the top and to a pommel seat at the bottom. A single user can be seated on each of the three (3) pommel seats and rotate about the center axis. The benefits of such a Page 310 of 322 component are many. The multi -dimensional movements of spinning or rotating supply children's brains with valuable, complex vestibular information. It connects input from head and body position in space, helping children maintain proper body posture and balance while they play. The pommel seat suspended from the single flexible element helps to build core strength and balance.. The three seating positions allow users to work together in a coordinated way to move the device around the axis, promoting corporation and social interaction. X 1.2.3 The current prescriptive requirements for vertical rotating equipment only cover designs where the user is suspended by his/her hands from an overhead grip bar, or contain a platform at ground or low level that supports the user from below, or some sort of climbing element. Of course, the new play component will be subject to all the existing performance requirements of the standard and the prescriptive requirements for the current section on vertical rotating equip- ment. The following example focuses on what makes this new design different. Hazard Identification Injury Risk Stas to Mitigate Hazard Falls from the seat/pommel onto Fall could result in injury impact attenuating surfacing shall be installed within the protective surfacing {3.1.1y, Fall the surfadng, either in motion or height for this product will be measured from an appropriate distance above the seat at Its while at rest. highest point through the path of travel. This distance should take into consideration the center of mass of the user in a standing position, the product In Its at rest and In use positions, the anthropometrics of largest Intended user, and a factor of safety. The use zone will be measured from the center point of the seat when In use. Impact attenuating surfacing will not prevent all injuries associated from falls, The suspended seat/pommel when Impact could result In injury The seat will need to meet all prescriptive criteria that is currently required for a swing seat loaded or unloaded could Impact a (impact attenuation, sharp edges, swing protrusions, etc.) as these already exist within the bystandm standard and as the use and motion of a swing seat is remotely similar to what is being proposed, the same requirements are applicable. The seat shall also conform to the 0.25 in. t$.35 mm) minimum radius on corners and edges per 6.2.3 for suspended members. The physical location of the play component with the playground shall be treated like other moving play components and should be located away from circulation routes and near the periphery of the p I ayground. 8.6.1.1 and 9.8.3 The occupied seat could impact Impact could result in injury The pivot at the top of the flexible component will be limited in movement from vertical to outer other play components or support sloe of the rotation path. This coupled with the stfffness of the flexible member will control the structure, slide to side movement of the seat/pommel and the user. In addition, a clearance zone will be maintained along the path of travel that will extend a set distance to the interior of the at rest seat and out from the In -use position of the seat. The user could contact the pivot Contact with the moving pivot The distance between the seat top and the pivot point should be greater than the vertical point connection at the top of the point may cause crushishear reach range of the intended user group when seated or standing flexible component injury to the hands The user could become entangled Entanglement may cause injury The flexible link shall be made stiff enough so that it passes the looping requirements of in the flexible link between the seal 124.22. and the upper rotating weldment. The lower access of the seat may Fail could result in injury The unloaded seat height will be set at distance above surfacing that will preclude access to allow use by young children. the unintended user. This product will be clearly marked as being for its intended user age Younger users may not have the range. upper body strength to hold on duringthe ride resulting In a fall. Multiple users attempting to use Fall could result In injury The size of seat will be held to a maximum diameter to make it difficult to be accessed by the seat simultaneously could lead more than one user. Warning labels limiting use to a single user shall be posted on the to falls. su pport structure. Warning messy es reinforce the intent of one user use per seat. Misuse or multiple users could Equipment collapse could result Structural loading should consider the number of users of each seat/pommel plus a lector of lead to structural failure. in Injury safety. Consider the loading requirements for swings as specified 12,3. J Certified Playground Safety Inspector Field Guide 91 Sargent Creek Playground Equipment Attachment B _.f Installation Page 83 of 86 Bid Package Issued June 14, 2024 AW F1487 — 21 X13 Example 2: Sample Hazard Identification and Risk Assessment for a New Play Component X1.3.1 A manufacturer has developed a new play compo- nent that doesn't fit into any of the current equipment types listed in Section 8, 9, or 12. The device is a bouncer. The benefits of this kind of activity are many including: X1.3.1.1 Boosts lymphatic drainage and immune function. X1.3.1.2 Great for skeletal system and increasing bone mass. X1.3.1.3 Helps improve digestion. X1.3.1.4 More than twice as effective as running, without the extra stress on the ankles and knees. X I.3.1.5 Increases endurance on a cellular level by stimu- lating mitochondrial production (these are responsible for cell energy). X1.3.1.6 Helps improve balance by stimulating the vesti- bule in the middle ear. Page 311 of 322 X1.3.1.7 Helps circulate oxygen throughout the body to increase energy. X1.3.1.8 Improves muscle tone throughout the body. X1.3.2 The positive effects of bouncing on the body are a bonus, that a child playing may never notice. The facts and analysis related to this design are different from that of a trampoline. The rebound action is similar to the spring-loaded floor that is used in gymnastic floor exercises. The new play component is comprised of a minimally flexible membrane used for bouncing that is attached to springs around its periphery. The springs are concealed below an impact attenu- ating cover. The bouncing membrane at rest is at ground level and measures 44 in. (I t 18 mm) square for a total of 13.5 ft`. X1.3.3 The play component will need to meet all the general requirements of the standards but will also need to be assessed for structural integrity, layout, and design considerations. Below is an example of the H1RA that a designer/manufacturer would complete on their product described above. Hazard Identification Injury Risk Steps to Mitigate Hazard Landing improperly while jumping or doing Range: from head injury to Minimize the ability to bounce by addressing recall of the typical user and or adequately stunts broken or sprained limbs or padding the mounting and suspension system of the bouncing surface. Reducing the joints bounce recoil and size of the bouncing surface will greatly limit the likelihood of a user attempting nastic moves. Falling or jumping off the bouncer Range from head injury to Ground level equipment does not require a use zone however the bouncers design broken or sprained limbs or creates forced movement which increases the likelihood of unintentional falls. Minimum joints fail height requirements should be set based an the anthropometrics for the largest intended while bouncing, Use zones should extend 84 in. (2130 mm) from the bouncer, in all directions. The 84 In. (2130 mm) dimension is consistent with the standing springing equipment in 3.5.2. i . Falling on the bouncer springs or frame Range from head injury to Adequately padding mounting or suspension system of the bouncing surface. The broken or sprained limbs or padding or cover shall meet the attenuation for a fail from the minimum fall height joints established above. The padding shall remain securely attached to the frame during use. The paddinq shall be a contrasting color to the bouncer membrane. Multiple simultaneous users Range from head injury to Limit bouncer surface area to allow for only on user to bounce effectively. Install warning broken or sprained limbs or and Information signage limiting usage to 1 user at a time. Dints Forced movement of the user colliding with Flange from head injury to Require placement of the bouncer be away from other dynamic play components and out bystanders or other equipment broken or sprained limbs or of the circulation paths of equipment, joints User bottoming out bouncing surface an the Broken or sprained limbs or The bouncer membrane shall maintain a safety clearance above the surface below when underlying surface Joints loaded with the maximum structural test load. {When maximum load is dropped onto the membrane from a specified height.) Limbs or other body parts penetrating the Broken or sprained limbs or Restrict any opening in the bouncer membrane so that it precludes passage of limbs of bouncer membrane joints, impact hazard for the smallest designated user. fingers or hands Use by users outside the intended user Unknown injury Warnings and signage will indicate the intended user group. Understanding that this will group not deter some individuals, the bouncer will be static tested based on the number at users and a factor of safety, Contact with overhead obstructions Unknown Injury Overhead clearance will be based on the fail height of the device. Consider Including the 84 in. {2120 mm} overhead dearame requirement above the fall height as established above. Altered equipment such as damage to Unknown injury The customer will be supplled with clear inspection, maintenance, and repair instructions bouncer membrane or objects placed under and schedules_ the membrane X1.4 Example 3: Sample Hazard Identification and Risk Assessment for a Natural Element used as a Play Component X1.4.1 Humans, especially children, should spend time outdoors to improve their health, their understanding of nature and our planet. Since humans are wired and intrinsically motivated to play, it is important to provide nature inspired play environments. Research has shown that play in a natural environment benefit children both physically and mentally. Designed natural spaces encourage children to explore the 92 Sargent Creek Playground Equipment Installation space in a variety of ways and often engage a greater range of muscles when playing, stretching both their bodies and imagi- nations. Richard I.ouv in his book Last Child in the Woods says "Research indicates that unstructured play in nature increases self-esteem, creativity, motor skills, fitness, and even academic performance. It also seems to relieve symptoms of ADHD." In an effort to `naturalize' a playspace, an owner/operator has decided that they would like to include a series of real boulders into a playspace for climbing. The natural boulders were not originally intended to be play equipment. There are no specific National Recreation and Park Association Attachment B Page 84 of 86 Bid Package Issued June 14, 2024 0 F1487 — 21 ASTM equipment clauses that deal with how to evaluate a boulder intended for play inside a playspace, nor are boulders covered in any other national standards such as EN, ASTM, or CPSC which could have been referenced for guidance The performance requirements from Sections i, 5, and 6 must still Page 312 of 322 be considered regardless or the absence of requirements in Section S. Items such as this that are purposefully placed in the playground environment mast be evaluated using the NIRA process. A documented HIRA could look like the following; Hazard identlficatfon Injury Risk Steps to Mitigate Hazard Fail from boulder onto ground. Impact could result in injury Impact attenuating surfacing shall be installed within the protective surfacing (s,1.1). Fall height for this product will be measured from the highest part of the boulder. Impact attenuating surfacing will not prevent all injuries associated from falls. Provide a 72 in. (1830 mm) use zone as per other stationary equipment. Ensure top surface of rock is not flat to differentiate it from a traditional platform. Attempt to avoid large flat surface that would encourage 'multiple occupancy' where a user Is more likely to stand and potentially fall off. Fail from boulder onto another Impact could result in Injury Space boulders to create a functional link, OR, greater than 72 in. (1830 mm) apart if both top object, or, another boulder (fall/ surfaces are less than 30 in. (760 mm) or greater than 108 in. (2740 mm)Thfs ensures they strike/impact risk}. would be considered Yunctionaliy linked'. OR, separate play elements with a full use zone between them. Boulder may have sharp edges/ Laceration Choose rounded boulders and avoid sharp right angles. Make sure that all projections are sharp points that may abrade skin. checked for protrusions and entanglement hazards. Grind any rough edges andlor projections until general performance requirements in Section 6 are resolved. Multiple users attempting to access Falls could result In Injury Ensure Impact attenuating surfacing is Installed with in the use zone. and climb simultaneously could lead to falls. The tower access of the boulder(s) Falls could result In Injury Ensure impact attenuating surfacing is Installed with in the use zone. Provide age appropriate may allow use by young children labelling system. Consider selecting boulders with lower overall heights and more obvious and/or tess able-bodied users. climbing support locations for users under age 5. Higher heights for 5- to 12 -year user age groups may provide greater challenge, greater excitement, and greater retention ratio/use ratio. ASTM International takes no position respecting the validity of any parent rights asserted in connection with any item mentioned In this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the risk of infringement of such rights, are entirely their own responsibility, This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years and if not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additional standards and should be addressed to ASTM International Headquarters. Your comments will receive careful consideraflon of a meeting of the responsible technical committee, which you may attend. If you feel that your comments have not received a fair hearing you should make your views known 7o the ASTM Committee on Standards, at the address shown below This standard is copyrighted by ASTM international, 104 Barr Harbor Drive. PO Baan C700, West Conshohocken, PA 19428-2959, United States. Individual reprints (single or multiple copies) of (his standard may be obtained by contacting ASTM a( the above address or at 810-832-9585 (phone), 870-832-9555 (fax), or service@astm,org ee-maH}; or through the ASTM wabsire (www.astm.org). Permission rights to photocopy the standard may also be secured from the Copyright Clearance Center, 222 Rosewood Drive, Danvers, MA 01929, Tel. (978) 846-2600; hhp:l/wwwcopyrrghr.coml Certified Playground Safety Inspector Field Guide Sargent Creek Playground Equipment Installation 93 Attachment B Page 85 of 86 Bid Package Issued June 14, 2024 Page 313 of 322 94 National Recreation and Park Association Sargent Creek Playground Equipment Attachment B Installation Page 86 of 86 Bid Package Issued June 14, 2024 Page 314 of 322 ATTACHMENT B ASTM F2223 -19a Pages 314-322 Sargent Creek Playground Equipment ATTACHMENT C Installation ASTM F2223 -19a Standard Guide for ASTM Standards on Playground Surfacing Certified Playground Safety 1 nspector Certified Playground Safety Inspector Field Guide 95 Sargent Creek Playground Equipment Attachment C Installation Page 1 of 8 Bid Package Issued June 14, 2024 Page 316 of 322 96 National Recreation and Paris Association Sargent Creek Playground Equipment Attachment C Installation Page 2 of 8 This international standard was developed in accordance with internationally recognized principles an standardization established in the Decision on Principles rot the Development or International Standards, Gnides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee. r Bid Package Issued June 14, 2024 Page 317 of 322 .� Designation: F2223 - 19a AnAm0ci an National standard atrr€retv�tzaa�ur. Standard Guide for ASTM Standards on Playground Surfacing' J This standard is issued under the fixed designation F2223: the number immediately following the designation indicates the year of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last wapproval, A Yuperscript epsilon (e) indicates an editorial change since the lasL revision or mapproval. 1. Scope mendations issued by the World Trade Organization Technical 1.1 This guide covers standards for selecting and specifying Barriers to Trade (TBT) Committee. surface systems under and around playground equipment. 2, Referenced Documents 1.2 This guide describes how to apply existing ASTM standards to evaluate the impact attenuation, accessibility characteristics and product characteristics when selecting sur- facing systems for use under and around playground equip- ment. 1.3 This guide does not imply that an injury cannot be incurred when the surface system complies with standards referred to in this guide. 1.4 The values stated in inch -pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.5 Warning—Mercury has been designated by EPA and many state agencies as a hazardous material that can cause central nervous system, kidney, and liver damage. Mercury, or its vapor, may be hazardous to health and corrosive to materials. Caution should be taken when handling mercury and mercury -containing products. See the applicable product Ma- terial Safety Data Sheet (MSDS) for details and EPA s website (http://www.epa.gov/mercury/faq.htm) for additional informa- tion. Users should be Aware that selling mercury or mercury - containing products, or both, in your state may be prohibited by state law, L6 This standard does not purport to address all of the safety concertos, if any, associated with its use. It is the responsibility of the user of this standard to establish appro- priate safety, health, and environmental practices and detei - mine the applicability of regulatory limitations prior to use, 13 This international standard was developed in accor- dance with internationally recognized principles on standard- ization established in the Decision on Principles for the Development of International Standards, Guider and Recom.- ' This guide is under the jurisdiction of ASTM Committee F48 on Sports F,quipment, Playing surfaces, and Facilities and is the direct msponsib'tlity of Subcommittee F()8.63 on Playground Surfacing Systems. Current edition approved Dec. 1. 2019. Published December 2019. Originally approved in M. Last previous edition approved in 2019 as M- 3 — 19. DOt 10.1520/F2223 -19A, 2.1 ASTM Standards. 2 0135 Test Method for Sieve Analysis of Fine and Coarse Aggregates E1513 Test Method for Determination of Lead by Induc- tively Coupled Plasma Atomic Emission Spectrometry (ICP -AES), Flame Atomic Absorption Spectrometry (FAAS), or Graphite Furnace Atomic Absorption Spec- trometry (GFAAS) Techniques F963 Consumer Safety Specification for Toy Safety I=1292 Specification for Impact Attenuation of Surfacing Materials Within the Use Zone of Playground Equipment F1487 Consumer Safety Performance Specification for Play- ground Equipment for Public Use F1951 Specification for Determination of Accessibility of Surface Systems Under and Around Playground Equip- ment F2075 Specification for Engineered Wood Fiber for Use as a Playground Safety Surface Under and Around Playground Equipment F2479 Guide for Specification, purchase, Installation and Maintenance of Poured -In -Place Playground Surfacing F3012 Specification for Loose -Fill Rubber for Use as a Playground Safety Surface under and around Playgmund Equipment F3313 Test Method for Determining Impact Attenuation of Playground Surfaces Within the Use Zone of Playground Equipment as Tested in the Field 2.2 Canadian Standard: CSA 7-614 Children's Playspaces and Equipment 2.3 Government Publications: CPSC (US Consumer Product Safely Commission) Hand- book for Public Playground Safely, Pub. No. 3254 ' For referenced ASTM standards, visit the ASTM website, www.0 mi.org, or contact ASTM Customer Service at service0_1astm.org, For Arrnual Book of ASTM Standurdr volume information, refer to the standard's Document summary page on the ASTM website. 'Available from Canadian Standards Association (CSAj, 179 ltexdale Blvd— Toronto, ON Canada M9W 1 R3. 'Available from the Consumer Product Safety Cone fission, Washington, DC 20207, website: www.cpse.gov. J Copynght 0 ASTM International, 100 Barr Harbor Drive, Po Box C700, West Conshohocken, PA 19428-2958. United States Certified Playground Safety Inspector Field Guide Sargent Creek Playground Equipment Installation 97 Attachment C Page 3 of 8 Bid Package Issued June 14, 2024 0 F2223 -19a EPA Method 3450E Acid Digestion of Sediments, Sludges, and Soils EPA Method 3051 A Microwave Assisted Acid Digestion of Sediments, Sludges, Soils, and oils -5 EPA Method 6010B 5 EPA Method 7470A Mercury in Liquid Wastes (Manual Cold -Vapor Technique)5 16 CFR 1500.48 Technical requirements .for determining a sharp point in toys and other articles intended for use by children under 8 years of age6 US Code of Federal Regulations Part 3. 36 CFR Part 1191 Americans with Disabilities Act Accessibility Guidelines: Play Areas: (Final Rule) 3. Terminology 3.1 Definitions of Tenns Specific to This Standard. 3.1.1 acceleration—the time rate of change of velocity. 3.1.2 critical height—the maximum height in full feet for a surfacing system that, when tested in accordance with Speci- fication F1292, no value shall exceed 200 g -max or 1000 HIC. 3.1.3 deceleration—the time rate of reduction of velocity. 3.1.4 drop height—the distance from which the instru- mented headform is released to the surface. 3.1.5 fall height—the vertical distance between a designated play surface of the play equipment and the protective surfacing beneath it. In the case of swings, the vertical distance from the pivot point for the swinging element to the protective surface beneath it. The playground standard that has relevant jurisdic- tion should be consulted with relation to specific play struc- tures. 3.1.6 g—acceleration due to gravity at the earth's surface at sea level (32 ft/s'- (9.8 M/S)). 3.1.7 g -max --the multiple of g that represents a maximum deceleration experienced during an initial impact. 3.1.8 headform—the striking part of testing apparatus. 3.1..9 head injury criteria (HIC}—a measure of impact severity that considers the duration aver which the most critical section of the deceleration pulse persists as well as the peak level of deceleration. 3. 1.10 impact attenuation—the ability of a surface to reduce and dissipate the energy of an impacting body. 3.1.11 impact velocity—the velocity of a falling body im- mediately prior to striking the surface. 3.1.12 loose fill system—a surface system consisting of small independent, moveable components such as sand, gravel, wood chips, engineered wood fiber, rubber particles, and like materials. s Available from United States Environmental Protection Agency (EPA), William ]etrerson Clinton Bldg., 12U6 Pennsylvania Ave., PEW, Washington, DC 26166, http://www.epa.gov. 'Available from U.S. Government Printing Office, superintendent of Documents, 732 K Capital St., NW, Washington, DC 26101-WwH http-ll www.access.gpo.gov. Page 318 of 322 3.1.13 surface system—all materials that contribute to the impact absorption of force to minimize the likelihood of a life threatening head injury under and around a piece of playground equipment. 3.1.14 theoretical drop height --equates the measured veloc- ity of the headform to a height that would generate the same velocity if the test were performed at sea level and there was no friction to retard the headfotm during a drop from that height. 3.1.15 unitary system—a surface system consisting of one or more components bound together, such as foam composites. urethane/rubber systems such as prefabricated blocks, tiles, or mats or as poured in place, and like materials. 4. Significance and Use 4.1 This guide is to be used to assist the playground owner/operator, specifier, designer, etc., in determining the properties that can be considered with regard to the protective surfacing in the playground. It is the intent to outline the requirements associated with design, installation, and mainte- nance of the surface. This is not a technical document and technical information must be found in the various standards. 5. Background and Rationale 5.1 Since 1986, ASTM has been involved in the ongoing development and publishing of a standard specification for the impact attenuation of the surface systems installed under and around playground equipment. This is the work of the F08.63 subcommittee on playground surfaces. This subcommittee consists of a broad spectrum of members including testing laboratory personnel, scientists, engineers, manufacturers, safety experts, and ownertoperators of playgrounds. 5.2 In 1986, Subcommittee F08.63 was given the responsi- bility to respond to the need for a standard for the impact - attenuating surface under and around playground equipment. Specification F1292 was first published in 1991. Since then, the specification has been revised ten times, in 1993, 1995, 1996, 1999, 2004, 2009, 2013, twice in 2017, and 2018. 5.3 In 1998, the subcommittee published a provisional standard specification (PS 83) for determination of accessibil- ity for wheelchair access of surface systems under and around playground equipment. The standard was elevated to a full standard (see Specification Fl 951 ) in 1999. Since then, the specification has been revised several times, in 2007, 2008, 2009 (versions 09.09a, and 09b), and 2014. 6. Factors to Consider in the Selection and Specification of Surface Systems 6.I Types of Material—Every surface system is unique in material, formulation, composition, and source of raw materi- als and should be tested to confirm conformance with the ASTM specifications as identified within this guide (Specifi- cations F 1292, F1951, and F2075). 7. Impact Attenuation 7.1 The initial work of Subcommittee F08.63 was especially important since injuries sustained from falls to the surface were determined to be 60 % of all playground injuries. National Recreation and Park Association Sargent Creek Playground Equipment Attachment C Installation Page 4 of 8 Bid Hackage Issued June 14, 2024 .01 F2223 —19a 7.2 There are two measurements considered in the guide. The first is the g -max and the second is the HIC or Head Injury Criteria. It should be recognized that serious injuries (for example, long bone injuries and so forth) might occur even though the playground surfacing system meets the require- ments of Specification Fl 292. Lower values of g -max and HTC signify better performance for impact absorption. 7.3 The g -m ax—The g -max is the measurement of the peak deceleration of an instrumented metal beadform when it impacts the surface. When the object falls from the same height onto a hard surface such as concrete, the impact duration will be very short and therefore the peals deceleration (g -max) will be high, but an impact on a resilient surface that yields and deforms with the force, results in a longer impact and a lower peak deceleration (g -max). 7.4 Head Injury Criteria (NIC)—A measure of impact severity that considers the duration over which the most critical section of the deceleration pulse persists as well as the peals level of the deceleration. 7.5 Critical Height—The maximum height from which the instrumented metal headform, upon impact, yields either a g -max that does not exceed 200 g's or HIC exceeding 1000, when tested in accordance with the procedure described in Specification F1292. The United States Consumer Product Safety Commission states that "critical height ---the fall height below which a life-threatening mead injury would not be expected to occur." 7.5.1 The surfacing material used under and around a particular piece of playground equipment should have a critical height value of at least the height of the highest designated play surface on the equipment. 7.5.2 The CPSC Handbook for Public Playground Safety (see 2.3), Specification F1487 for play structures, as well as other national standards (see Section 2), provide fall heights for various pieces of playground equipment. 7.6 Testing: 7.6.1 Laboratory Testing (Three Temperatures)— Specification F1292 recognizes that children play in climates with diverse temperature ranges. For this reason, the materials that are used under playground equipment are required to be tested in a laboratory at the temperatures of 30°F. 72°F, and 120'F (-1°C, 23°C, and 49°C} to determine the height from which the g -max does not exceed 200 or the HIC does not exceed 1000. The determination of this height is the critical height. When selecting an appropriate playground surface system. the owner, specifier, or purchaser, or a combination thereof, of the playground should ensure that the critical height meets or exceeds the fall height. 7.6.2 Minimum Performance Standards—Specification F1292 states that the pass/faiI measurements for the spee i fi ca- tion are minimums. 7.6.3 Field Testing—Specification F1292 allows for the performance testing of the playground surface in the held, Both the g -max must not exceed 200 and the HIC must not exceed 1000 (the same as the laboratory test). The fall height is determined by the appropriate playground equipment standard (for example, in the United States, Specification F1487, in Certified Playground Safety Inspector Field Guide Page 319 of 322 Canada, CSA 2614), however, the purchaser may specify a higher drop height consistent with the specification at the time of purchase. The specification requires that the drops take place at a minimum of three locations for each play structure or functionally linked play structures in a playground site and shall include those areas that may exhibit less than optimal impact characteristics. These areas may be high traffic or compressed areas as well as areas containing seams, partitions, corners and fasteners, or anchors. The equipment operator shall be trained in the proper orientation of the test instrument by a competent agency. 7.6.3.1 A failure for impact attenuation of the field test will be where the average of the last two of three drops at the exact same location and drop height using the procedure in the standard from the drop height specified by the purchaser for the surface produces a g -max greater than 200 or a HIC greater than 1000. These tests can be carried out at any ambient temperature. If the surface fails, the guide requires the owner/ operator of the playground to repair or replace the failed surface with a surface that will comply with the standard or take the applicable part of the playground (play structure and surface) out of service until the surface can bebrought into compliance. Noce ]samples submitted for testing to Specification F1292 may not be representative of those found installed, due to ambient conditions found in the held. This is particularly true of materials tested at 25°F (4°Cl, which may be contaminated in the field by snow or ice, and therefore may not be compliant when tested to Test Method F`t 313 at temperatures lower than 3TF (D°C) 7.6.4 The guide allows for the surface material to be tested in a laboratory to simulate wet and frozen conditions. 8. Wheelchair Work Measure for Accessible Surfacing Systems 8.1 In 1996, it was determined that there was a need for a performance standard to determine the suitability of surfacing for persons with disabilities. The result was Specification F1951. 8,2 Laboratory Testing—The tests for determining accessi- bility for surfacing materials are perforated on a prepared test bed of the material being tested.. Testing is performed with the sample temperature in the range of 40 to 100°F. A rider, weighing 165 + 11 — 4.4 lb, propels a wbeelcbair in a straight line, as well as turning 90°, on the sample surface. Five trials are run for each test, with the high and low values discarded, and an average is taken from the remaining three. For loose fill systems, the sample is prepared each time: the test is performed. The work per foot required to navigate on the surface shall not exceed the work per foot required to navigate a 7.1 ± 0.2 % grade on a hard, smooth surface. The owner/operator of the loose fill surface material that meets Specification F1951 must understand that maintenance such as smoothing and filling of depressions as a result of traffic and active play will be required. 8.2.1 Minimum Performance Standards—Specification F1951 states that the passlfail measurements for the standard are minimums. A requirement of Specification F 1951 is that the surface must also meet the requirements of Specification F 1292. �1�'I Sargent Creek Playground Equipment Attachment C Installation Page 5 of 8 Bid Package Issued June 14, 2024 i& F2223 - 19a 9. Criteria for Engineered Wood Fiber 9.1 In 2001, Subcommittee F08.63 approved and ASTM subsequently published a new specification, Specification F2075 that describes the technical requirements for engineered wood fiber. There are a number of tests performed on the subject material and the owner/operator should request test certificates. This specification ensures the quality of product. 9.2 Laboratory Testing—The testing for this guide is per- formed in the laboratory for particle size and distribution, and heavy metals, testing for tramp metals is performed at the manufacturing facility. 9.2.1 Sieve Analysis—Testing is done by passing the mate- rial through a specified number of sieves to determine % of each particle size in the sample of the engineered wood fiber. The specification states the acceptable values. 9.2.2 Hazardous Metals --Heavy metals, such as, but not limited to, lead and mercury, are extracted from a sample of engineered wood fiber in a hydrochloric acid solution and analyzed for the presence of heavy metals. The specification states the acceptable levels of various chemical elements. (Acceptable levels were determined by reference to Specifica- tion F963.) 9.2.3 Tramp Metal—Samples of engineered wood fiber are tested for the presence of ferrous metal by using a rare earth magnetic probe. The sample pile is probed 112 times. The number of tramp metal pieces 1h in. or greater in size may not exceed 0 for every 50 cubic yards analyzed. 9.2.4 Minimum. Performance Standards—Specification F2075 states that the pass/fail measurements for the specifica- tion are minimums. A requirement of Specification F2075 is that the surface must also meet the requirements of both Specifications F1292 and F1951. 10. Standard Guide for Poured -In -Place Surface Systems 10.1 In January 2007, ASTM published Guide F2479, which is under the responsibility of subcommittee F08.63, to help with better understanding of poured -in-place surfaces. This standard describes various considerations, potential prob- lems and a selection of solutions that should result in surfaces with extended functional longevity. 10.2 Terminology --There is a long list of terms and a discussion of the actual use and importance of the terms in relation to the topic. This vocabulary will add to the clear communication between the various users of the standard. 10.3 Description of Poured -In -Place Surface Systems— There is a section that specifically describes the type of surface system that is covered in the guide and limits the discussion to this type of surfacing. Poured -in-place includes those types of surfaces that consist of rubber materials bonded with a polymer binder and installed in one or more layers and mixed and poured at the installation site. 10.4 Issues Related to Installation and Technique ---A criti- cal factor in the initial and long-term success of the poured - in -place surface is the ability of the crew to consistently install and correct for changes that can occur during the installation and detrimentally affect the outcome. A well trained crew will 100 Page 320 of 322 be able to respond to the environmental changes at the site of installation that could lead to a premature failure. 10.5 Issues Related to Environment During Installation and Curing Period—The chemical components of the poured -in- place system are affected by both temperature and humidity. Initially binders must be selected that will perform well in the general conditions of the installation as to temperature and humidity. There are other considerations of the changes in temperature, ground or air, and humidity during the installation and during the initial 48 to 72 h following the installation. 10.6 Maintenance of the Poured -In -Place Surface System— Every poured -in-place surface system will require some form of maintenance. This could be the regular cleaning of the surface to removal of snow or ice with the surface becomes contaminated and is expected to function for play. Other maintenance could involve rejuvenation and professional care. Failure to perform the required maintenance could result in a premature failure of the system. 10.7 Repair of the Poured -In -Place Surface System— Should a poured -in-place surface need some form of repair, it is important that the owner/operator have detailed information on what repairs they can perform with untrained personnel and what repairs will require specialized labor before it would need to be replaced. 10.8 Warranties Any warranty which is provided should clearly state the terns of the warranty and what is covered by the warranty, including, if appropriate, compliance with any ASTM standards. 10,9 Documentation—There are consideration and recom- mendations for the documents that should be collected at the time of installation and during the life of the playground. 10.10 Compliance to Standards—When used as an impact attenuating surface under or around playground equipment the surface must comply with Specification F1292. ll. Loose -FM Rubber 11.1 In 2014 ASTM published Specification 173012. This standard defines the technical requirements for loose -fill rubber mulch used in and around playground equipment including performance requirements for size, hazardous metal content, tramp metal content, sharp metal content and lead content. 11.2 Sampling The sampling method as defined in the standard is designed to generate a random sample from 15 yd, of material. The standard defines the sampling process. 1.1.3 Testing—Testing for this standard is performed in a laboratory and during the manufacturing process. 11.4 Size—Particle size distribution is achieved using Test Method C 136, which provides a test method for determining particle size distribution by passing a sample of known mass through a series of sieves of progressively smaller openings. Loose fill rubber is manufactured in two general shapes: Nuggets and buthngs. The specification states the acceptable values for each shape of loose fill rubber. 11.5 Hazardous Metal Content—Loose-fill rubber hazard- ous metal content is determined using a procedure contained in National Recreation and Park Association Sargent Creek Playground Equipment Attachment C Installation Page 6 of 8 j Bid Package Issued June 14, 2024 ' F2223 -19a Specification F963 and tests for hazardous metals including, but not limited to, arsenic, lead, and mercury. This procedure simulates the situation in which loose -611 rubber remains in the digestive tract for 4 h after swallowing by extracting soluble hazardous metals from the loose -fill rubber sample with an acidic solution. The resultant solution is then analyzed For mercury content using EPA Method 7470A. The content of the balance of the hazardous metals is analyzed using EPA Method 6010B. The pass/fail criteria is defined in the standard. 11.6 Trump Metal Content—The presence of tramp metal in the loose -fill rubber is determined by visual inspection as well as by collecting any ferrous tramp metal particles from the loose -fill rubber sample using a hand magnet as specified in the standard. Tramp metal is tested for sharpness according to the procedure in 16 CFR 1500.48. Pass/fail criteria for tramp metal required not exposed metal greater than 0.50 in. (12.7 mm) and no sharp metal greater than 0.20 in. (5 mm) in length. 11.7 Lead Content—Total lead content of the loose -fill rubber sample is determined by strong acid digestion using EPA Method 3050E or 3051A, followed by instrumental analysis of the resultant digestate using one of the test methods specified in Test Method E 1613. Pass/Fail Criteria is specified in the standard. 12. Records 12.1 For compliance to Specifications F1292, F1951, F2075, or F3012, the ownerloperator must obtain and inspect a copy of the test certificate/report and satisfy themselves that the Page 321 of 322 tested product and proposed product for installation are one and the same. The owner/operator may elect to perform field-testing following installation and on an ongoing basis of the surface system to ensure the surface system meets the specifications claimed by the manufacturer/supplier with re- spect to Specification F1292. 12. 1.1 A requirement of Specification F1 487: l 2.1.1,1 Section 9.1 requires that there be an obstacle free surface in the use zone that conforms to Specification F1292. 12.1.1.2 Section ] 1.2,2 requires that the ownerloperator shall install protective surfacing that conforms to Specification F 1292, 1.2.1.1.3 Section 13.2.1 states that the ownerloperator shall maintain the protective surfacing within the use zone for each play structure in accordance with Specification F1 212 appro- priate for the fall height of each structure, 12.1.2 The accessibility requirement of Specification F 1487: 12A.2.1 Section 10.1.2 states that an accessible route shall conform to Specifications F] 792 and F1951. 12.1.2.2 Section 11.2.2 states that the owner/operator install the protective surface to conform with Specification F1951 where applicable. 12.1,2.3 Section 13.2.1 states that the owner/operator shall maintain the applicable surface to Specification F1951. 13. Keywords 13.1 accessibility; g -max; HIC: impact attenuation; play- ground; shock attenuation; surface system; wood fiber ASTM lnfamatlonal takes no positron respecting the validity of any patent rights asserted in connection with any Item mentioned In this standard Users of this standard are expressly advised that determination of the validity of any such patent rights, and the risk of infringement of such rights, are entirely their own responsibility. This standard is subject to revision at any time by the responsibie technical committee and must he reviewed every five years and if not revised, either reapproved or withdrawn. Your commenrs are Invited either for revision of this standard or for additional standards and should be addressed to ASTM Intemational Headquarters. Your comments will receive careful consideration at a meeting of the responsible Technical committee, which you may attend. if you feel that your comments have not received a fair hearing you should make your views known to the ASTM Committee on Standards, at the address shown below. This standard is copyrighted by ASTM International, 100 Barr Harbor Onve, PO Box 0700, West Conshohocken. PA 19428-2959, United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the above address or at 61"32-9585 {phone), 610-832-9555 (fax), or service®astm.org (e-mail}; or through the ASTM website (wwwastm.ony). Permission rights to photocopy the standard may also he secured from the Copyright Clearance Center 222 Rosewood Or", Danvers, MA 01923. Tel, (978) 846-260; httpYAwww.capynghLccml Certified Playground Safety Inspector Field Guide Sargent Creek Playground Equipment Installation 101 Attachment C Page 7 of 8 Bid Package Issued June 14, 2024 Page 322 of 322 102 National Recreation and Park Association Sargent Creek Playground Equipment Attachment C Installation Page 8 of 8 Bid Submission Dated July 18, 2024 Page 1 of 10 IMPORTANT BIDDER REGISTRATION FORM In order to receive addenda and any other information which may impact the bid time or quantities, bidder shall fill out the contact information below and return to the Kodiak Island Borough. ONLY REGISTERED BIDDERS WILL RECEIVE NOTIFICATIONS. W s'_ _ I l- _i__i 11T.. 11 Name of Company: - Ju7- � /—Zl-- Contact Name: Street Address: 2,9 3� -Azel'-16 16ez V City, State, Zip: k k"Z'-, /C_ -&/ !0& 6 f Phone Number: 10671 ,0 0 9'- 2341-& oy 1alaT -- 2 3 V 7� Fax Number: Email: Return this form via fa , email a lar mail, or hand delivered to the following location: Patricia Valerio, Projects Assistant Engineering/Facilities Department Kodiak Island Borough 710 Mill Bay Road Kodiak, Alaska 99615-6398 Phone: (907) 486-9341 Fax: (907) 486-9394 pvalerio a')kodiakak.us END OF BIDDER REGISTRATION FORM Sargent Creek Playground Equipment BIDDER REGISTRATION FORM Installation Bid Submission Dated July 18, 2024 Page 2 of 10 SECTION 00410 r3I736L'7l'% Sargent Creek Playground Equipment Installation T .N/ 1(!/f)4f4?C/%l',_ ZZ(-, agrees to perform the work required at the amount specified in strict conformance with the terms of this solicitation and the Contract Documents. This offer is valid for ninety (90) calendar days after the date offers are due. If differences between the written and printed form, the written form shall prevail. BASE BID Remove existing equipment, install new playground equipment and surfacing materials at Sargent Creek Park. 'New + playgro0und equipment and surfacing materials to be provided by the Kodiak Island Borough. i /.^n LZ41A, ,71.4/�/ss i �N n//'7/�/'�//) o69///9/ $ y2, 000 (printed) ACKNOWLEDGEMENT OF ADDENDA The bidder acknowledges receipt of addenda to the solicitation. Provide the number and date of each. Addendum Number Date 62— - f z23 KODIAK ISLAND BOROUGH ADDENDUM NO.2 SARGENT CREEK PARK PAGE 2 PLAYGROUND EQUIPMENT INSTALLATION Bid Submission Dated July 18, 2024 Page 3 of 10 BIDDER QUALIFICATIONS Kodiak Island Borough will only accept bids from qualified bidders. To be qualified to bid on this project the bidder must certify that: 1. Bidder is a construction contractor duly licensed in Alaska, who owns, operates, or maintains a place of business, regularly engaged in commercial or residential construction projects. 2. Bidder has the necessary experience, organization, technical qualifications, financial resources, and facilities available to perform the contemplated work. 3. Bidder has current Alaska Business License and, in all respects, meets Federal, State, and local requirements to qualify as a responsible bidder. By signing this form (and providing seal if corporation) Bidder warrants that it meets these requirements. Failure to provide required signatures and other information may disqualify the bid. Respectfully submitted: Printe Signe Title: Date: (Seal if Corporation) END OF ADDENDUM NO. 1 KODLAK ISLAND BOROUGH ADDENDUM NO.2 SARGENT CREEK PARK PAGE 3 PLAYGROUND EQUIPMENT INSTALLATION ERTIFICATE A 1'_" Li&''YCQR1—: company CHIEVEMENT THIS CERTIFICATE IS PROUDLY PRESENTED TO AIM Maintenance, LLC Has successfully completed a course in techniques and procedures required for proper installation of GameTime playground Equipment In recognition of the successful completion of this training and in acknowledgement for a certified installer, AIM Maintenance, LLC is hereby designated a By receipt of this designation, AIM Maintenance, LLC agrees to install GameTime playground equipment in accordance with GameTime specifications and installation instructions This Designation is effective from February 27, 2023 to February 26, 2025 Within the territorial boundaries of Great Western Recreation In witness whereof, we have affixed our signature this 271 day of February 2023 Mike McWilliams Vice President of Customer Service Spencer Cheak Group President Bid Submission Dated July 18, 2024 Page 5 of 10 SECTION 00417 PRE -AWARD QUALIFICATION Kodiak Island Borough Finance Department 710 Mill Bay Road Kodiak, Alaska 99615 dcross@kodiakak.us Phone (907) 486-9325 Fax (907) 486-9392 FINANCE DEPARTMENT VENDOR PRE -AWARD QUALIFICATION KIB Code 3.30.115 A. The borough shall not award a contract or purchase order to any person, corporation, or other business entity which is delinquent in paying (1) any tax levied by the borough; (2) any special assessment levied by the borough; (3) any charge for utility or municipal waste services; or (4) any other borough fee due under the code, unless the person, corporation, or other business entity cures the delinquency within 30 days after the mailing of written notice of the delinquency. VENDOR/CONTRACTOR: ,A��U _i �2 &� 1 ce ZL�: C� ADDRESS: _ ..213� L 1z1h_. 2a2 Upon review the vendor/contractor's account records indicate (check one) Dated as of: 08/0 1/2023 compliance with KIBC 3.30.115 A. and B. or a delinquency according to KIR financial records Reviewer signature: Doral C ro Reviewer comments: END OF SECTION 00417 Sargent Creek Playground Equipment PRF�AWARD QUALIFICATION Installation 00417-1 Bid Submission Dated July 18, 2024 Page 6 of 10 SECTION 00416 BID BOND We, the undersigned, — AIM Maintenance LLC as Principal, and +�� Lexon Insurance Company as Surety, are hereby held and firmly bound onto KODIAK ISLAND BOROUGH as Owner in the penal suns of five (5%) percent of the total bid amount for the payment of which, well and truly to be made, we hereby jointly and severally, bind ourselves, our heirs, executors, administrators, successors, and assigns. The condition of the above obligation is such that whereas the Principal has submitted to the KODIAK ISLAND BOROUGH a certain Bid, attached hereto and hereby made a part hereof, to enter into a contract in writing for the project: Sargent Creels Plamound Eauipment Installation (project title and location) NOW, THEREFORE, (a) If said Bid shall be rejected, or in the alternate, (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the Form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a bond for his faithful performance of said contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said Bid, then this obligation shall' e void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall in no event exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bonds shall be in no way impaired or affected by any extension of the time within which the Owner may accept such Bid, and said Surety does hereby waive notice of any such extension. IN WI'T'NESS WHEREOF, The Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by the proper officers, the day and year set forth below. Signed th's1oth day of July , 2024 `�sv�ratvcFc 4flflyj�"14 al A aintenance LLC 0 Lexon Insurance Company J L { - Surety -- --- — 9 °j0 RCN ^ �-P By. IN of �`� Erica Rodriguez, Attorney -in -Fact END OF SECTION 00416 Sargent Creek Playground Equipment BID BOND Installation 00416- 1 bi/1111mgm SOMPO INTERNATIONAL Bid Submission Dated July® WE R OF ATTORNEY KNOW ALL BY THESE PRESENTS, that Endurance Assurance Corporation, a Delaware corporation ("EAC"), Endurance American Insurance Company, a Delaware corporation ("EAIC"), Lexon Insurance Company, a Texas corporation ("LIC"), and/or Bond Safeguard Insurance Company, a South Dakota corporation ("BSIC"), each, a "Company" and collectively, "Sompo International," do hereby constitute and appoint: Frlca RodrlgttP7 as true and lawful Attorney(s)-In-Fact to make, execute, seal, and deliver for, and on its behalf as surety or co -surety; bonds and undertakings given for any and all purposes, also to execute and deliver on its behalf as aforesaid renewals, extensions, agreements, waivers, consents or stipulations relating to such bonds or undertakings provided, however, that no single bond or undertaking so made, executed and delivered shall obligate the Company for any portion of the penal sum thereof in excess of the sum of $250,000.00 Such bonds and undertakings for said purposes, when duly executed by said attorney(s)-in-fact, shall be binding upon the Company as fully and to the same extent as if signed by the President of the Company under its corporate seal attested by its Corporate Secretary. This appointment is made under and by authority of certain resolutions adopted by the board of directors of each Company by unanimous written consent effective the 30th day of March, 2023 for BSIC and LIC and the 17th day of May, 2023 for EAC and EAIC, a copy of which appears below under the heading entitled "Certificate". This Power of Attorney is signed and sealed by facsimile under and by authority of the following resolution adopted by the board of directors of each Company by unanimous written consent effective the 30th day of March, 2023 for BSIC and LIC and the 17th day of May, 2023 for EAC and EAIC and said resolution has not since been revoked, amended or repealed: RESOLVED, that the signature of an individual named above and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signature or seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. IN WITNESS WHEREOF, each Company has caused this instrument to be signed by the following officers, and its corporate seal to be affixed this 25th day of May, 2023. Endurance Assurance Corporatio ;�, Richard Appel; .SUR &,Senior Counsel ucu+c.w 2002 j•., DELANlARE Endurance American In urac? p�rf�'r By: � Richard AppeI;,SVP,&Senior Counsel Lexon Insurance Company By: �7 Ric and Appel: SYJ?�Seni of ►CKNOWLEDGEMEN Bond Safeguard In ural �ce� Cop par): By: Ric and Appel;,,SVP &Aenio el OJP�'D ISU A4d� SOUTH DAKOTA G INSU NCEcol%-t NY ' On this 25th day of May, 2023, before me, personally came the above signatories known to me, who being duly sworn, did depose and say that he/thal'`,gq tfofficer of each of the Companies; and that he executed said instrument -on behalf of each Company by authority of his office -under under th by- ws of each Company;` ;'V(•••••toi, `% _ STAM OF TENN658EE. - By: w uc Amy Taylor, Not Public My Commisslen Expires 3/9!27,- CERTIFICATE I, the undersigned Officer of each Company, DO HEREBY CERTIFY that: 1. That the original power of attorney of which the foregoing is a copy was duly executed on behalf of each Company and has not since been revoked, amended or modified; that the undersigned has compared the foregoing copy thereof with the original power of attorney, and that the same is a true and correct copy of the original power of attorney and of the whole thereof; 2. The following are resolutions which were adopted by the board of directors of each Company by unanimous written consent effective 30th day of March, 2023 for BSIC and LIC and the 171h day of May, 2023 for EAC and EAIC and said resolutions have not since been revoked, amended or modified: "RESOLVED, that each of the individuals named below is authorized to make, execute, seal and deliver for and on behalf of the Company any and all bonds, undertakings or obligations in surety or co -surety with others: RICHARD M. APPEL, MATTHEW E. CURRAN, MARGARET HYLAND, SHARON L. SIMS, CHRISTOPHER L. SPARRO, and be it further RESOLVED, that each of the individuals named above is authorized to appoint attorneys -in -fact for the purpose of making, executing, sealing and delivering bonds, undertakings or obligations in surety or co -surety for and on behalf of the Company." 3. The undersigned further certifies that the above resolutions are true and correct copies of the resolutions as so recorded and of the whole thereof. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the corporate seal this 10th day of JUI 20 24 . tit-. BY: Dante S. rie, a retary NOTICE: U. S. TREASURY DEPARTMENT'S OFFICE OF FOREIGN ASSETS CONTROL (OFAC) No coverage is provided by this Notice nor can it be construed to replace any provisions of any surety bond or other surety coverage provided. This Notice provides information concerning possible impact on your surety coverage due to directives issued by OFAC. Please read this Notice carefully. The Office of Foreign Assets Control (OFAC) administers and enforces sanctions policy, based on Presidential declarations of "national emergency'. OFAC has identified and listed numerous foreign agents, front organizations, terrorists, terrorist organizations, and narcotics traffickers as "Specially Designated Nationals and Blocked Persons". This list can be located on the United States Treasury's website — httos://www.treasury.gov/resource-center/sanctions/SDN-List. In accordance with OFAC regulations, if it is determined that you or any other person or entity claiming the benefits of any coverage has violated U.S. sanctions law or is a Specially Designated National and Blocked Person, as identified by OFAC, any coverage will be considered a blocked orfrozen contract and all provisions of any coverage provided are immediately subject to OFAC. When a surety bond or other form of surety coverage is considered to be such a blocked or frozen contract, no payments nor premium refunds may be made without authorization from OFAC. Other limitations on the premiums and payments may also apply. Any reproductions are void. Surety Claims Submission: LexonClaimAdministration(cDsompo-intl.com Telephone: 615-553-9500 Mailing Address: Sompo International; 12890 Lebanon Road; Mount Juliet, TN 37122-2870 Bid Submission Dated July 18, 2024 SECTION 00415 NON -COLLUSION AFFIDAVIT NON -COLLUSION AFFIDAVIT Page 8 of 10 The Undersigned declares, under penalty of perjury under the laws of the United States, that neither he/she nor the firm, association or corporation of which he is a member, a bidder on this project has, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with this bid. The Undersigned has read the foregoing proposal and hereby agrees to the conditions stated therein by affixing his/her signature below: ign ure Name and Title of Person STgning Teleph6ne Number END OF SECTION 00415 Sargent Creek Playground Equipment NON COLLUSION AFFIDAVIT Installation 00415-1 Bid Submission Dated July 18, 2024 Page 9 of 10 Irol a� ��ance rp loaf a �Ovough 410 pt)t6a� -de ICCJk OLY. Ak�o 44c��5 7, -"Aq - a P p M�fmk ZTW� ft&�nsk- ava�`xW, Bid Submission Dated July 18, 2024 Page 10 of 10 41S A v*'a o vNr4-- (' ro 0 Y P I n v a Irnl A AA F�