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Home My WebLink AboutC2019-546 - 3/26/2019 - Approved 00 52 25 FMAC TASK ORDER AGREEMENT Project# 19069A This FACILITIES MULTIPLE AWARD CONTRACT TASK ORDER AGREEMENT(ORDER)is between the Owner of Corpus Christi, a Texas home-rule municipal corporation (OWNER), acting through its duly authorized Owner Manager or designee, the Director of Engineering Services or Owner Engineer, and Gourley Contracting LLC (CONTRACTOR), acting by and through its duly authorized representative. The parties agree as follows: 1. This ORDER is issued under the Facilities Multiple Award Contract Master Agreement signed on March 26, 2019, pursuant to Request for Proposal No. 2018-06. All terms and conditions of the Master Agreement pertain to this ORDER. 2. CONTRACTOR was selected for award of this ORDER under Request for Task Order Proposal (RFTOP) No. 19069A Greenwood Pool Facility Improvements (FMAC). 3. CONTRACTOR shall construct and complete certain improvements in accordance with the plans and specifications described in Exhibit A(attached and incorporated herein), perform all work as provided in said plans and specifications, and do such additional work as may be considered necessary to complete the work in a satisfactory and acceptable manner (the "Work"). The OWNER reserves the right to make such changes in the plans and specifications and in the character of the work as may be necessary or desirable.Authorization for all changes must be made in writing. The CONTRACTOR shall furnish all labor, tools, material, machinery, equipment and incidentals necessary to the prosecution of the Work unless otherwise provided by the written terms of the plans and specifications. 4. The work described in Exhibit A shall be substantially complete within 180 Calendar Days of . • Notice to Proceed and ready for final payment in accordance with Section 00 72 00 General Conditions ' within 210 Calendar Days of Notice to Proceed. 5. Liquidated Damages: A. Owner and Contractor recognize that time limits for specified Milestones, Substantial Completion, and completion and readiness for Final Payment as stated in the Contract Documents are of the essence of the Contract. Owner and Contractor recognize that the Owner will suffer financial loss if the Work is not completed within the times specified in Article 4 and as adjusted in accordance with Paragraph 11.05 of the General Conditions. Owner and Contractor also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay(but not as a penalty): i. Substantial Completion: Contractor shall pay Owner$ 400.00 for each day that expires after the time specified in Paragraph 4 for Substantial Completion until the Work is substantially complete. ii. Completion of the Remaining Work: Contractor agrees to pay Owner $ 400.00 for each day that expires after the time specified in Paragraph 4 for completion and readiness for final payment until the Work is completed and ready for final payment in accordance with Paragraph 17.16 of the General Conditions. iii. Liquidated damages for failing to timely attain Substantial Completion and Final Completion are not additive and will not be imposed concurrently. iv. Milestones: Contractor agrees to pay Owner liquidated damages as stipulated in SECTION 01 35 00 SPECIAL PROCEDURES for failure to meet Milestone completions. Task Order Agreement 00 52 25-1 19069A Greenwood Pool Facility Improvements(FMAC) Rev.05-01-2019 SnANINI n v. The Owner will determine whether the Work has been completed within the Contract Times. B. Owner is not required to only assess liquidated damages, and Owner may elect to pursue its actual damages resulting from the failure of Contractor to complete the Work in accordance with the requirements of the Contract Documents. 6. In consideration of the completion of the above-described Work, the OWNER agrees to pay to CONTRACTOR the amount of$298,635.00(Two Hundred Ninety-Eight Thousand,Six Hundred Thirty- Five Dollars and 00/100 U.S). Said payment shall be conditioned upon the acceptance of the work by the OWNER as certified by its final inspection following the receipt of notice from the CONTRACTOR that the work is completed and ready for acceptance. Upon completion of work and before acceptance and final payment is made, the CONTRACTOR shall clean and remove from the work site all surplus and discarded materials, temporary structures and debris of every kind in order to leave the work site in a neat, orderly condition, equal to that which originally existed. The CONTRACTOR shall submit a notarized affidavit that bills for all labor, equipment, materials and supplies associated with the project have been paid before final payment is released. 7. Progress Payments; Retainage A. The Owner will make progress payments on or about the 25th day of each month during the performance of the Work. Payment is based on Work completed in accordance with Article 17, Schedule of Values, established as provided in Section 00 72 00 General Conditions. B. Progress payments equal to the full amount of the total earned value to date for completed Work minus 5% retainage and any set-offs and properly stored materials will be made prior to Substantial Completion. 8. All work shall be performed in a workmanlike manner and to the satisfaction of the OWNER. The OWNER shall determine the quality and acceptability of materials furnished, work performed, manner of performance, rate of progress of the Work, sequence of construction and interpretation of the plans and specifications. 9. The CONTRACTOR agrees to provide the following Performance and Payment Bonds and Insurance as required and outlined in the Task Order documents. 10. The CONTRACTOR shall, at all times, observe and comply with city, county, state and federal laws, ordinances or regulations which in any manner affect the conduct of the Work. The CONTRACTOR shall be responsible for procuring all legally required building, plumbing, electrical and other permits and licenses, pay all charges and fees, and give all notices necessary and incidental to the due and lawful prosecution of the Work, unless otherwise provided by the written terms of the plans and specifications. 10. This Agreement or the Work provided may not be assigned or subcontracted by CONTRACTOR without the written permission of the OWNER. IN WITNESS WHEREOF this Agreement is executed. Task Order Agreement 00 52 25-2 19069A Greenwood Pool Facility Improvements(FMAC) Rev.05-01-2019 CONTRACT DOCUMENTS FOR CONSTRUCTION OF Greenwood Pool Facility Improvements (FMAC) Project No. 19069A WKMC Architects, Inc. 909 S. Tancahua St., Corpus Christi, Texas 78404 August 21, 2019 Record Drawing Number CP-228 00 30 01 BID FORM Project Name: Project Number: Owner: Bidder: OAR: Designer: Item UNIT ESTIMATED QUANTITY UNIT PRICE EXTENDED AMOUNT A1 LS 1 -$ -$ A2 LS 1 -$ -$ A3 LS 1 -$ -$ -$ B1 LF 830 -$ -$ B2 LOT 1 -$ -$ B3 EA 1 -$ -$ B4 EA 1 -$ -$ B5 EA 1 -$ -$ B6 LOT 1 -$ -$ B7 LOT 1 -$ -$ -$ Part C- Division 22 Plumbing (per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) C1 Install new ductile iron flanges EA 3 -$ -$ C2 Install new CPVC piping LOT 1 -$ -$ C3 Install new hangers and supports LOT 1 -$ -$ C4 EA 1 -$ -$ C5 EA 1 -$ -$ C6 EA 1 -$ -$ -$ D1 LOT 1 -$ -$ D2 EA 2 -$ -$ D3 Install new pump room electrical and controls LOT 1 -$ -$ D4 Install new pump room light fixtures EA 4 -$ -$ D5 LOT 1 -$ -$ Remove sump pump Remove pool pump Remove water slide pump Trace out, tag, and remove electrical in pump room Trace out, tag, and remove electrical services DESCRIPTION Base Bid Mobilization (Not to exceed 5%) Contractor Home Office Overhead and Profit Part A - General (per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) Basis of Bid Greenwood Pool Facility Improvements (FMAC) City of Corpus Christi Kent Powers WKMC Architects, Inc. 19069A Bond and Insurance SUBTOTAL PART A - GENERAL (Items A1 thru A3) SUBTOTAL PART B - EXISTING CONDITIONS (Items B1 thru B7) Part B - Division 2 Existing Conditions (per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) Fence Demolition. Complete removal and disposal. Remove existing piping, fittings, valves, and supports Part D -Division 26 Electrical (per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) SUBTOTAL PART C - PLUMBING (C1 THRU C6) Install new sump pump Install pool pump Install water slide pump Install new service entrance Install new panelboards Install new pool instruments Bid Form Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 00 30 01 - Page 1 of 3 Rev 10/2018 00 30 01 BID FORM Item UNIT ESTIMATED QUANTITY UNIT PRICE EXTENDED AMOUNTDESCRIPTION -$ Part E - Division 32 Exterior Improvements (per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) E1 Fence and Gate Installation LF 830 -$ -$ SUBTOTAL PART E - EXTERIOR IMPROVEMENTS (E1 THRU E1)-$ F1 LS 1 1,992.00$ 1,992.00$ F2 LS 1 19,915.00$ 19,915.00$ 21,907.00$ G1 LED Security Lights EA 12 -$ -$ Part H- Additive Alternate No. 2 Epoxy Flooring (per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) H1 SF 2,500 -$ -$ H2 SF 460 -$ -$ SUBTOTAL PART H - ADDITIVE ALTERNATE NO. 2 (H1 THRU H3)-$ Contract Times 180 days 210 days Preparation and Installation of Resinuos Flooring (Dining Area) Preparation and Installation of Resinous Flooring (Showers) -$ SUBTOTAL PART G - ADDITIVE ALTERNATE NO. 1 LED SITE LIGHTING (Items G1 thru G1) BID SUMMARY SUBTOTAL PART A - GENERAL (Items A1 thru A3)-$ SUBTOTAL PART B - DIVISION 2 EXISTING CONDITIONS (Items B1 thru B7)-$ TOTAL PROJECT BASE BID (PARTS A THRU F)-$ SUBTOTAL PART C - DIVISION 22 PLUMBING (Items C1 thru C6)-$ SUBTOTAL PART D - DIVISION 26 ELECTRICAL (Items D1 thru D5)-$ Part G - Additive Alternate No. 1 LED Site Lighting (per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) SUBTOTAL PART G - ADDITIVE ALTERNATE NO. 1 (G1 THRU G1) Part F - Allowances (per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) Permitting Allowance SUBTOTAL PART F - ALLOWANCES (F1 THRU F2) Unanticipated Improvements SUBTOTAL PART E - DIVISION 32 EXTERIOR IMPROVEMENTS (Items E1 thru E1)-$ SUBTOTAL PART D - ELECTRICAL (D1 THRU D5) SUBTOTAL PART H - ADDITIVE ALTERNATE NO. 2 EPOXY FLOORING (Items H1 thru H2)-$ SUBTOTAL PART F - ALLOWANCES (Items F1 thru F2)21,907.00$ TOTAL PROJECT BASE BID PLUS ALTERNATES NO. 1 AND NO. 2 (PARTS A THRU H)-$ Bidder agrees to reach Substantial Completion in Bidder agrees to reach Final Completion in Bid Form Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 00 30 01 - Page 2 of 3 Rev 10/2018 00 30 01 BID FORM Item UNIT ESTIMATED QUANTITY UNIT PRICE EXTENDED AMOUNTDESCRIPTION Add. No.Date Company: Signature: Title: Acknowledge Receipt of Addenda Signature Acknowledging Receipt Bid Submittal (Proposal must be signed by an authorized representative of the Company) Bid Form Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 00 30 01 - Page 3 of 3 Rev 10/2018 Task Order Agreement 00 52 25 - 1 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev. 05-01-2019 00 52 25 FMAC TASK ORDER AGREEMENT Project# 19069A This FACILITIES MULTIPLE AWARD CONTRACT TASK ORDER AGREEMENT (ORDER) is between the Owner of Corpus Christi, a Texas home-rule municipal corporation (OWNER), acting through its duly authorized Owner Manager or designee, the Director of Engineering Services or Owner Engineer, and (CONTRACTOR), acting by and through its duly authorized representative. The parties agree as follows: 1. This ORDER is issued under the Facilities Multiple Award Contract Master Agreement signed on March 26, 2019, pursuant to Request for Proposal No. 2018-06. All terms and conditions of the Master Agreement pertain to this ORDER. 2. CONTRACTOR was selected for award of this ORDER under Request for Task Order Proposal (RFTOP) No. ______. 3. CONTRACTOR shall construct and complete certain improvements in accordance with the plans and specifications described in Exhibit A (attached and incorporated herein), perform all work as provided in said plans and specifications, and do such additional work as may be considered necessary to complete the work in a satisfactory and acceptable manner (the “Work”). The OWNER reserves the right to make such changes in the plans and specifications and in the character of the work as may be necessary or desirable. Authorization for all changes must be made in writing. The CONTRACTOR shall furnish all labor, tools, material, machinery, equipment and incidentals necessary to the prosecution of the Work unless otherwise provided by the written terms of the plans and specifications. 4. The work described in Exhibit A shall be substantially complete within 180 Calendar Days of Notice to Proceed and ready for final payment in accordance with Section 00 72 00 General Conditions within 210 Calendar Days of Notice to Proceed. 5. Liquidated Damages: A. Owner and Contractor recognize that time limits for specified Milestones, Substantial Completion, and completion and readiness for Final Payment as stated in the Contract Documents are of the essence of the Contract. Owner and Contractor recognize that the Owner will suffer financial loss if the Work is not completed within the times specified in Article 4 and as adjusted in accordance with Paragraph 11.05 of the General Conditions. Owner and Contractor also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a penalty): i. Substantial Completion: Contractor shall pay Owner $400.00 for each day that expires after the time specified in Paragraph 4 for Substantial Completion until the Work is substantially complete. ii. Completion of the Remaining Work: Contractor agrees to pay Owner $400.00 for each day that expires after the time specified in Paragraph 4 for completion and readiness for final payment until the Work is completed and ready for final payment in accordance with Paragraph 17.16 of the General Conditions. iii. Liquidated damages for failing to timely attain Substantial Completion and Final Completion are not additive and will not be imposed concurrently. iv. Milestones: Contractor agrees to pay Owner liquidated damages as stipulated in SECTION 01 35 00 SPECIAL PROCEDURES for failure to meet Milestone completions. Task Order Agreement 00 52 25 - 2 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev. 05-01-2019 v. The Owner will determine whether the Work has been completed within the Contract Times. B. Owner is not required to only assess liquidated damages, and Owner may elect to pursue its actual damages resulting from the failure of Contractor to complete the Work in accordance with the requirements of the Contract Documents. 6. In consideration of the completion of the above-described Work, the OWNER agrees to pay to CONTRACTOR the lump sum amount of $TBD U.S Said payment shall be conditioned upon the acceptance of the work by the OWNER as certified by its final inspection following the receipt of notice from the CONTRACTOR that the work is completed and ready for acceptance. Upon completion of work and before acceptance and final payment is made, the CONTRACTOR shall clean and remove from the work site all surplus and discarded materials, temporary structures and debris of every kind in order to leave the work site in a neat, orderly condition, equal to that which originally existed. The CONTRACTOR shall submit a notarized affidavit that bills for all labor, equipment, materials and supplies associated with the project have been paid before final payment is released. 7. Progress Payments; Retainage A. The Owner will make progress payments on or about the 25th day of each month during the performance of the Work. Payment is based on Work completed in accordance with Article 17, Schedule of Values, established as provided in Section 00 72 00 General Conditions. B. Progress payments equal to the full amount of the total earned value to date for completed Work minus 5% retainage and any set-offs and properly stored materials will be made prior to Substantial Completion. 8. All work shall be performed in a workmanlike manner and to the satisfaction of the OWNER. The OWNER shall determine the quality and acceptability of materials furnished, work performed, manner of performance, rate of progress of the Work, sequence of construction and interpretation of the plans and specifications. 9. The CONTRACTOR agrees to provide the following Performance and Payment Bonds and Insurance as required and outlined in the Task Order documents. 10. The CONTRACTOR shall, at all times, observe and comply with city, county, state and federal laws, ordinances or regulations which in any manner affect the conduct of the Work. The CONTRACTOR shall be responsible for procuring all legally required building, plumbing, electrical and other permits and licenses, pay all charges and fees, and give all notices necessary and incidental to the due and lawful prosecution of the Work, unless otherwise provided by the written terms of the plans and specifications. 10. This Agreement or the Work provided may not be assigned or subcontracted by CONTRACTOR without the written permission of the OWNER. IN WITNESS WHEREOF this Agreement is executed. Task Order Agreement 00 52 25 - 3 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev. 05-01-2019 CITY OF CORPUS CHRISTI CONTRACTOR: _________________________________ _________________________________ J.H. Edmonds, P.E. Company Director of Engineering Services _________________________________ Authorized Signature __________________ Assistant City Attorney Address City, State, Zip Phone Email END OF SECTION Task Order Agreement 00 52 25 - 4 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev. 05-01-2019 Performance Bond 00 61 13 - 1 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 00 61 13 PERFORMANCE BOND BOND NO.________________________ Contractor as Principal Surety Name: Name: Mailing address (principal place of business): Mailing address (principal place of business): Physical address (principal place of business): Owner Name: City of Corpus Christi, Texas Mailing address (principal place of business): Engineering Services 1201 Leopard Street, 3rd Floor Corpus Christi, Texas 78401 Surety is a corporation organized and existing under the laws of the state of: ________________ By submitting this Bond, Surety affirms its authority to do business in the State of Texas and its license to execute bonds in the State of Texas. Contract Project name and number: Telephone (main number): Telephone (for notice of claim): Local Agent for Surety Name: Award Date of the Contract: Address: Contract Price: Bond Telephone: E-Mail Address: Date of Bond: The address of the surety company to which any notice of claim should be sent may be obtained from the Texas Dept. of Insurance by calling the following toll-free number: 1-800-252-3439 (Date of Bond cannot be earlier than Award Date of the Contract) Performance Bond 00 61 13 - 2 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 Surety and Contractor, intending to be legally bound and obligated to Owner do each cause this Performance Bond to be duly executed on its behalf by its authorized officer, agent or representative. The Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally to this bond. The condition of this obligation is such that if the Contractor as Principal faithfully performs the Work required by the Contract then this obligation shall be null and void; otherwise the obligation is to remain in full force and effect. Provisions of the bond shall be pursuant to the terms and provisions of Chapter 2253 and Chapter 2269 of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Chapter to the same extent as if it were copied at length herein. Venue shall lie exclusively in Nueces County, Texas for any legal action. Contractor as Principal Surety Signature: Signature: Name: Name: Title: Title: Email Address: Email Address: (Attach Power of Attorney and place surety seal below) END OF SECTION Payment Bond Form 00 61 16 - 1 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev. 10/2018 00 61 16 PAYMENT BOND BOND NO._____________________ Contractor as Principal Surety Name: Name: Mailing address (principal place of business): Mailing address (principal place of business): Physical address (principal place of business): Owner Name: City of Corpus Christi, Texas Mailing address (principal place of business): Engineering Services 1201 Leopard Street Corpus Christi, Texas 78401 Surety is a corporation organized and existing under the laws of the state of: ________________ By submitting this Bond, Surety affirms its authority to do business in the State of Texas and its license to execute bonds in the State of Texas. Contract Project name and number: Telephone (main number): Telephone (for notice of claim): Local Agent for Surety Name: Award Date of the Contract: Address: Contract Price: Bond Telephone: E-Mail Address: Date of Bond: The address of the surety company to which any notice of claim should be sent may be obtained from the Texas Dept. of Insurance by calling the following toll-free number: 1-800-252-3439 (Date of Bond cannot be earlier than Award Date of Contract) Payment Bond Form 00 61 16 - 2 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev. 10/2018 Surety and Contractor, intending to be legally bound and obligated to Owner do each cause this Payment Bond to be duly executed on its behalf by its authorized officer, agent or representative. The Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally to this bond. The condition of this obligation is such that if the Contractor as Principal pays all claimants providing labor or materials to him or to a Subcontractor in the prosecution of the Work required by the Contract then this obligation shall be null and void; otherwise the obligation is to remain in full force and effect. Provisions of the bond shall be pursuant to the terms and provisions of Chapter 2253 and Chapter 2269 of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Chapter to the same extent as if it were copied at length herein. Venue shall lie exclusively in Nueces County, Texas for any legal action. Contractor as Principal Surety Signature: Signature: Name: Name: Title: Title: Email Address: Email Address: (Attach Power of Attorney and place surety seal below) END OF SECTION Supplementary Conditions 00 73 00 - 1 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 00 73 00 SUPPLEMENTARY CONDITIONS These Supplementary Conditions amend or supplement SECTION 00 72 00 GENERAL CONDITIONS and other provisions of the Contract Documents. All provisions not amended or supplemented in these Supplementary Conditions remain in effect. The terms used in these Supplementary Conditions have the meanings stated in the General Conditions. Additional terms used in these Supplementary Conditions have the meanings stated below. ARTICLE 1 – DEFINITIONS AND TERMINOLOGY SC-1.01 DEFINED TERMS A. The members of the OPT as defined in Paragraph 1.01.A.41 consists of the following organizations: City of Corpus Christi, Engineering Services WKMC Architects, Inc. ARTICLE 4 – COMMENCEMENT AND PROGRESS OF THE WORK SC-4.04 DELAYS IN CONTRACTOR’S PROGRESS A. The allocation for delays in the Contractor’s progress for rain days as set forth in General Conditions Paragraph 4.04.D are to be determined as follows: 1. Include rain days in developing the schedule for construction. Schedule construction so that the Work will be completed within the Contract Times assuming that these rain days will occur. Incorporate residual impacts following rain days such as limited access to and within the Site, inability to work due to wet or muddy Site conditions, delays in delivery of equipment and materials, and other impacts related to rain days when developing the schedule for construction. Include all costs associated with these rain days and residual impacts in the Contract Price. 2. A rain day is defined as any day in which the amount of rain measured by the National Weather Services at the Power Street Stormwater Pump Station is 0.50 inch or greater. Records indicate the following average number of rain days for each month: Month Day Month Days January 3 July 3 February 3 August 4 March 2 September 7 April 3 October 4 May 4 November 3 June 4 December 3 Supplementary Conditions 00 73 00 - 2 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 3. A total of [4] rain days have been set for this Project. An extension of time due to rain days will be considered only after [6] rain days have been exceeded in a calendar year and the OAR has determined that a detrimental impact to the construction schedule resulted from the excessive rainfall. Rain days are to be incorporated into the schedule and unused rain days will be considered float time which may be consumed by the Owner or Contractor in delay claims. ARTICLE 5 – AVAILABILITY OF LANDS; SUBSURFACE CONDITIONS AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS SC-5.03 SUBSURFACE AND PHYSICAL CONDITIONS A. This Supplementary Condition identifies documents referenced in General Conditions Paragraph 5.03.A which describe subsurface and physical conditions. 1. Geotechnical Reports include the following: None. SC-5.06 HAZARDOUS ENVIRONMENTAL CONDITIONS AT SITE Note to Specifier: Use paragraph A or B as appropriate. Delete the paragraph not used. It is recommended that all reports or documents used be made available to the Contractor and if used for a limited purpose, that this limited purpose be described. A. This Supplementary Condition identifies documents referenced in General Conditions Paragraph 5.06 which describe Hazardous Environmental Conditions that have been identified at or adjacent to the Site. 1. Environmental Reports include the following: None. ARTICLE 6 – BONDS AND INSURANCE SC-6.03 REQUIRED MINIMUM INSURANCE COVERAGE INSURANCE REQUIREMENTS CONTRACTOR’S INSURANCE AMOUNTS Provide the insurance coverage for at least the following amounts unless greater amounts are required by Laws and Regulations: Type of Insurance Minimum Insurance Coverage Commercial General Liability including 1. Commercial Form 2. Premises – Completed Operations 3. Explosions and Collapse Hazard 4. Underground Hazard 5. Products / Completed Operations Hazard 6. Contractual Liability 7. Broad Form Property Damage $1,000,000 Per Occurrence $2,000,000 Aggregate Supplementary Conditions 00 73 00 - 3 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 8. Independent Contractors 9. Personal & Advertising Injury Business Automobile Liability - Owned, Non- Owned, Rented and Leased $1,000,000 Combined Single Limit Workers’ Compensation Statutory Employer’s Liability $500,000/ 500,000/ 500,000 Excess Liability/Umbrella Liability Required if Contract Price > $5,000,000 $1,000,000 Per Occurrence Contractor’s Pollution Liability / Environmental Impairment Coverage Not limited to sudden and accidental discharge. To include long-term environmental impact for the disposal of pollutants/contaminants. Required if excavation > 3 ft $1,000,000 Per Claim ☐ Required  Not Required Builder’s Risk (All Perils including Collapse) Required for vertical structures and bridges Equal to Full Replacement Cost of Structure and Contents ☐ Required  Not Required Installation Floater Required if installing city-owned equipment Equal to Contract Price  Required ☐ Not Required ARTICLE 7 – CONTRACTOR'S RESPONSIBILITIES SC-7.02 LABOR; WORKING HOURS B. Perform Work at the Site during regular working hours except as otherwise required for the safety or protection of person or the Work or property at the Site or adjacent to the Site and except as otherwise stated in the Contract Documents. Unless other times are specifically authorized in writing by OAR, regular working hours are: Monday – Friday 7:00 a.m. – 7:00 p.m. SC-7.04 CONCERNING SUBCONTRACTORS, SUPPLIERS, AND OTHERS A. Add the following sentence to the end of Paragraph 7.04.A: Contractor’s goal on any project is to perform at least 30% of the Work, measured as a percentage of the Contract Price, using its own employees. ARTICLE 14 – PREVAILING WAGE RATE REQUIREMENTS Supplementary Conditions 00 73 00 - 4 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 SC-14.04 PREVAILING WAGE RATES A. The minimum rates for various labor classifications as established by the Owner are shown below: "GENERAL DECISION NUMBER: TX20190288 01/04/2019 SUPERSEDED GENERAL DECISION NUMBER: TX20180342 STATE: TEXAS CONSTRUCTION TYPE: BUILDING COUNTIES: ARANSAS, NUECES AND SAN PATRICIO COUNTIES IN TEXAS. BUILDING CONSTRUCTION PROJECTS (DOES NOT INCLUDE SINGLE FAMILY HOMES OR APARTMENTS UP TO AND INCLUDING 4 STORIES). NOTE: UNDER EXECUTIVE ORDER (EO) 13658, AN HOURLY MINIMUM WAGE OF $10.60 FOR CALENDAR YEAR 2019 APPLIES TO ALL CONTRACTS SUBJECT TO THE DAVIS-BACON ACT FOR WHICH THE CONTRACT IS AWARDED (AND ANY SOLICITATION WAS ISSUED) ON OR AFTER JANUARY 1, 2015. IF THIS CONTRACT IS COVERED BY THE EO, THE CONTRACTOR MUST PAY ALL WORKERS IN ANY CLASSIFICATION LISTED ON THIS WAGE DETERMINATION AT LEAST $10.60 PER HOUR (OR THE APPLICABLE WAGE RATE LISTED ON THIS WAGE DETERMINATION, IF IT IS HIGHER) FOR ALL HOURS SPENT PERFORMING ON THE CONTRACT IN CALENDAR YEAR 2019. IF THIS CONTRACT IS COVERED BY THE EO AND A CLASSIFICATION CONSIDERED NECESSARY FOR PERFORMANCE OF WORK ON THE CONTRACT DOES NOT APPEAR ON THIS WAGE DETERMINATION, THE CONTRACTOR MUST PAY WORKERS IN THAT CLASSIFICATION AT LEAST THE WAGE RATE DETERMINED THROUGH THE CONFORMANCE PROCESS SET FORTH IN 29 CFR 5.5(A)(1)(II) (OR THE EO MINIMUM WAGE RATE, IF IT IS HIGHER THAN THE CONFORMED WAGE RATE). THE EO MINIMUM WAGE RATE WILL BE ADJUSTED ANNUALLY. PLEASE NOTE THAT THIS EO APPLIES TO THE ABOVE-MENTIONED TYPES OF CONTRACTS ENTERED INTO BY THE FEDERAL GOVERNMENT THAT ARE SUBJECT TO THE DAVIS-BACON ACT ITSELF, BUT IT DOES NOT APPLY TO CONTRACTS SUBJECT ONLY TO THE DAVIS-BACON RELATED ACTS, INCLUDING THOSE SET FORTH AT 29 CFR 5.1(A)(2)-(60). ADDITIONAL INFORMATION ON CONTRACTOR REQUIREMENTS AND WORKER PROTECTIONS UNDER THE EO IS AVAILABLE AT WWW.DOL.GOV/WHD/GOVCONTRACTS. MODIFICATION NUMBER PUBLICATION DATE 0 01/04/2019 BOIL0074-003 01/01/2017 Rates Fringes BOILERMAKER.................................................................... $ 28.00 22.35 Supplementary Conditions 00 73 00 - 5 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 ---------------------------------------------------------------- ELEC0278-002 08/28/2016 Rates Fringes ELECTRICIAN.................................................................... $ 25.20 7.91 ---------------------------------------------------------------- ENGI0178-005 06/01/2014 Rates Fringes POWER EQUIPMENT OPERATOR (1) Tower Crane............................................................ $ 29.00 10.60 (2) Cranes with Pile Driving or Caisson Attachment and Hydraulic Crane 60 tons and above............................................... $ 28.75 10.60 (3) Hydraulic cranes 59 Tons and under........................ $ 27.50 10.60 ---------------------------------------------------------------- * IRON0084-011 06/01/2018 Rates Fringes IRONWORKER, ORNAMENTAL.......................................... $ 23.77 7.12 ---------------------------------------------------------------- SUTX2014-068 07/21/2014 Rates Fringes BRICKLAYER....................................................................... $ 20.04 0.00 CARPENTER....................................................................... $ 15.21 0.00 CEMENT MASON/CONCRETE FINISHER........................... $ 15.33 0.00 INSULATOR - MECHANICAL (Duct, Pipe & Mechanical System Insulation)................... $19.77 7.13 IRONWORKER, REINFORCING............................................ $ 12.27 0.00 IRONWORKER, STRUCTURAL............................................. $22.16 5.26 LABORER: Common or General........................................ $9.68 0.00 LABORER: Mason Tender - Brick...................................... $11.36 0.00 Supplementary Conditions 00 73 00 - 6 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 LABORER: Mason Tender - Cement/Concrete.................. $10.58 0.00 LABORER: Pipelayer.......................................................... $12.49 2.13 LABORER: Roof Tearoff.................................................... $11.28 0.00 OPERATOR: Backhoe/Excavator/Trackhoe........................................... $14.25 0.00 OPERATOR: Bobcat/Skid Steer/Skid Loader.......................................... $ 13.93 0.00 OPERATOR: Bulldozer...................................................... $ 18.29 1.31 OPERATOR: Drill……………………………………………………………. $16.22 0.34 OPERATOR: Forklift..............…………………………………………. $14.83 0.00 OPERATOR: Grader/Blade............................................... $13.37 0.00 OPERATOR: Loader.......................................................... $13.55 0.94 OPERATOR: Mechanic………………………………………………….. $17.52 3.33 OPERATOR: Paver (Asphalt, Aggregate, and Concrete)…. $16.03 0.00 OPERATOR: Roller…………………………………………………………. $12.70 0.00 OPERATOR: (Brush, Roller, and Spray)…………………………… $14.45 0.00 PIPEFITTER……………………………………………………………………… $25.80 8.55 PLUMBER……………………………………………………………………… $25.64 8.16 ROOFER……………………………………………………………………… $13.75 0.00 SHEET METAL WORKER (HVAC Duct Installation Only)… $22.73 7.52 SHEET METAL WORKER (Excludes HVAC Duct Installation)………………………………………………………………….. $21.13 6.53 TILE FINISHER……………………………………………………………….. $11.22 0.00 TILE SETTER………………………………………………………………….. $14.74 0.00 TRUCK DRIVER: Dump Truck…………………………………………. $12.39 1.18 TRUCK DRIVER: Flatbed Truck……………………………………….. $19.65 8.57 TRUCK DRIVER: Semi- Trailer Truck……………………………… $12.50 0.00 TRUCK DRIVER: Water Truck……………………………………….. $12.00 4.11 Supplementary Conditions 00 73 00 - 7 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 ---------------------------------------------------------------- WELDERS - RECEIVE RATE PRESCRIBED FOR CRAFT PERFORMING OPERATION TO WHICH WELDING IS INCIDENTAL. ================================================================ NOTE: EXECUTIVE ORDER (EO) 13706, ESTABLISHING PAID SICK LEAVE FOR FEDERAL CONTRACTORS APPLIES TO ALL CONTRACTS SUBJECT TO THE DAVIS-BACON ACT FOR WHICH THE CONTRACT IS AWARDED (AND ANY SOLICITATION WAS ISSUED) ON OR AFTER JANUARY 1, 2017. IF THIS CONTRACT IS COVERED BY THE EO, THE CONTRACTOR MUST PROVIDE EMPLOYEES WITH 1 HOUR OF PAID SICK LEAVE FOR EVERY 30 HOURS THEY WORK, UP TO 56 HOURS OF PAID SICK LEAVE EACH YEAR. EMPLOYEES MUST BE PERMITTED TO USE PAID SICK LEAVE FOR THEIR OWN ILLNESS, INJURY OR OTHER HEALTH-RELATED NEEDS, INCLUDING PREVENTIVE CARE; TO ASSIST A FAMILY MEMBER (OR PERSON WHO IS LIKE FAMILY TO THE EMPLOYEE) WHO IS ILL, INJURED, OR HAS OTHER HEALTH-RELATED NEEDS, INCLUDING PREVENTIVE CARE; OR FOR REASONS RESULTING FROM, OR TO ASSIST A FAMILY MEMBER (OR PERSON WHO IS LIKE FAMILY TO THE EMPLOYEE) WHO IS A VICTIM OF, DOMESTIC VIOLENCE, SEXUAL ASSAULT, OR STALKING. ADDITIONAL INFORMATION ON CONTRACTOR REQUIREMENTS AND WORKER PROTECTIONS UNDER THE EO IS AVAILABLE AT WWW.DOL.GOV/WHD/GOVCONTRACTS. UNLISTED CLASSIFICATIONS NEEDED FOR WORK NOT INCLUDED WITHIN THE SCOPE OF THE CLASSIFICATIONS LISTED MAY BE ADDED AFTER AWARD ONLY AS PROVIDED IN THE LABOR STANDARDS CONTRACT CLAUSES (29CFR 5.5 (A) (1) (II)). ---------------------------------------------------------------- THE BODY OF EACH WAGE DETERMINATION LISTS THE CLASSIFICATION AND WAGE RATES THAT HAVE BEEN FOUND TO BE PREVAILING FOR THE CITED TYPE(S) OF CONSTRUCTION IN THE AREA COVERED BY THE WAGE DETERMINATION. THE CLASSIFICATIONS ARE LISTED IN ALPHABETICAL ORDER OF ""IDENTIFIERS"" THAT INDICATE WHETHER THE PARTICULAR RATE IS A UNION RATE (CURRENT UNION NEGOTIATED RATE FOR LOCAL), A SURVEY RATE (WEIGHTED AVERAGE RATE) OR A UNION AVERAGE RATE (WEIGHTED UNION AVERAGE RATE). UNION RATE IDENTIFIERS A FOUR LETTER CLASSIFICATION ABBREVIATION IDENTIFIER ENCLOSED IN DOTTED LINES BEGINNING WITH CHARACTERS OTHER THAN ""SU"" OR ""UAVG"" DENOTES THAT THE UNION CLASSIFICATION AND RATE WERE PREVAILING FOR THAT CLASSIFICATION IN THE SURVEY. EXAMPLE: PLUM0198-005 07/01/2014. PLUM IS AN ABBREVIATION IDENTIFIER OF THE UNION WHICH PREVAILED IN THE SURVEY FOR THIS CLASSIFICATION, WHICH IN THIS EXAMPLE WOULD BE PLUMBERS. 0198 Supplementary Conditions 00 73 00 - 8 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 INDICATES THE LOCAL UNION NUMBER OR DISTRICT COUNCIL NUMBER WHERE APPLICABLE, I.E., PLUMBERS LOCAL 0198. THE NEXT NUMBER, 005 IN THE EXAMPLE, IS AN INTERNAL NUMBER USED IN PROCESSING THE WAGE DETERMINATION. 07/01/2014 IS THE EFFECTIVE DATE OF THE MOST CURRENT NEGOTIATED RATE, WHICH IN THIS EXAMPLE IS JULY 1, 2014. UNION PREVAILING WAGE RATES ARE UPDATED TO REFLECT ALL RATE CHANGES IN THE COLLECTIVE BARGAINING AGREEMENT (CBA) GOVERNING THIS CLASSIFICATION AND RATE. SURVEY RATE IDENTIFIERS CLASSIFICATIONS LISTED UNDER THE ""SU"" IDENTIFIER INDICATE THAT NO ONE RATE PREVAILED FOR THIS CLASSIFICATION IN THE SURVEY AND THE PUBLISHED RATE IS DERIVED BY COMPUTING A WEIGHTED AVERAGE RATE BASED ON ALL THE RATES REPORTED IN THE SURVEY FOR THAT CLASSIFICATION. AS THIS WEIGHTED AVERAGE RATE INCLUDES ALL RATES REPORTED IN THE SURVEY, IT MAY INCLUDE BOTH UNION AND NON-UNION RATES. EXAMPLE: SULA2012-007 5/13/2014. SU INDICATES THE RATES ARE SURVEY RATES BASED ON A WEIGHTED AVERAGE CALCULATION OF RATES AND ARE NOT MAJORITY RATES. LA INDICATES THE STATE OF LOUISIANA. 2012 IS THE YEAR OF SURVEY ON WHICH THESE CLASSIFICATIONS AND RATES ARE BASED. THE NEXT NUMBER, 007 IN THE EXAMPLE, IS AN INTERNAL NUMBER USED IN PRODUCING THE WAGE DETERMINATION. 5/13/2014 INDICATES THE SURVEY COMPLETION DATE FOR THE CLASSIFICATIONS AND RATES UNDER THAT IDENTIFIER. SURVEY WAGE RATES ARE NOT UPDATED AND REMAIN IN EFFECT UNTIL A NEW SURVEY IS CONDUCTED. UNION AVERAGE RATE IDENTIFIERS CLASSIFICATION(S) LISTED UNDER THE UAVG IDENTIFIER INDICATE THAT NO SINGLE MAJORITY RATE PREVAILED FOR THOSE CLASSIFICATIONS; HOWEVER, 100% OF THE DATA REPORTED FOR THE CLASSIFICATIONS WAS UNION DATA. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG INDICATES THAT THE RATE IS A WEIGHTED UNION AVERAGE RATE. OH INDICATES THE STATE. THE NEXT NUMBER, 0010 IN THE EXAMPLE, IS AN INTERNAL NUMBER USED IN PRODUCING Supplementary Conditions 00 73 00 - 9 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 THE WAGE DETERMINATION. 08/29/2014 INDICATES THE SURVEY COMPLETION DATE FOR THE CLASSIFICATIONS AND RATES UNDER THAT IDENTIFIER. A UAVG RATE WILL BE UPDATED ONCE A YEAR, USUALLY IN JANUARY OF EACH YEAR, TO REFLECT A WEIGHTED AVERAGE OF THE CURRENT NEGOTIATED/CBA RATE OF THE UNION LOCALS FROM WHICH THE RATE IS BASED. ---------------------------------------------------------------- WAGE DETERMINATION APPEALS PROCESS 1.) HAS THERE BEEN AN INITIAL DECISION IN THE MATTER? THIS CAN BE: * AN EXISTING PUBLISHED WAGE DETERMINATION * A SURVEY UNDERLYING A WAGE DETERMINATION * A WAGE AND HOUR DIVISION LETTER SETTING FORTH A POSITION ON A WAGE DETERMINATION MATTER * A CONFORMANCE (ADDITIONAL CLASSIFICATION AND RATE) RULING ON SURVEY RELATED MATTERS, INITIAL CONTACT, INCLUDING REQUESTS FOR SUMMARIES OF SURVEYS, SHOULD BE WITH THE WAGE AND HOUR REGIONAL OFFICE FOR THE AREA IN WHICH THE SURVEY WAS CONDUCTED BECAUSE THOSE REGIONAL OFFICES HAVE RESPONSIBILITY FOR THE DAVIS-BACON SURVEY PROGRAM. IF THE RESPONSE FROM THIS INITIAL CONTACT IS NOT SATISFACTORY, THEN THE PROCESS DESCRIBED IN 2.) AND 3.) SHOULD BE FOLLOWED. WITH REGARD TO ANY OTHER MATTER NOT YET RIPE FOR THE FORMAL PROCESS DESCRIBED HERE, INITIAL CONTACT SHOULD BE WITH THE BRANCH OF CONSTRUCTION WAGE DETERMINATIONS. WRITE TO: BRANCH OF CONSTRUCTION WAGE DETERMINATIONS WAGE AND HOUR DIVISION Supplementary Conditions 00 73 00 - 10 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 U.S. DEPARTMENT OF LABOR 200 CONSTITUTION AVENUE, N.W. WASHINGTON, DC 20210 2.) IF THE ANSWER TO THE QUESTION IN 1.) IS YES, THEN AN INTERESTED PARTY (THOSE AFFECTED BY THE ACTION) CAN REQUEST REVIEW AND RECONSIDERATION FROM THE WAGE AND HOUR ADMINISTRATOR (SEE 29 CFR PART 1.8 AND 29 CFR PART 7). WRITE TO: WAGE AND HOUR ADMINISTRATOR U.S. DEPARTMENT OF LABOR 200 CONSTITUTION AVENUE, N.W. WASHINGTON, DC 20210 THE REQUEST SHOULD BE ACCOMPANIED BY A FULL STATEMENT OF THE INTERESTED PARTY'S POSITION AND BY ANY INFORMATION (WAGE PAYMENT DATA, PROJECT DESCRIPTION, AREA PRACTICE MATERIAL, ETC.) THAT THE REQUESTOR CONSIDERS RELEVANT TO THE ISSUE. 3.) IF THE DECISION OF THE ADMINISTRATOR IS NOT FAVORABLE, AN INTERESTED PARTY MAY APPEAL DIRECTLY TO THE ADMINISTRATIVE REVIEW BOARD (FORMERLY THE WAGE APPEALS BOARD). WRITE TO: ADMINISTRATIVE REVIEW BOARD U.S. DEPARTMENT OF LABOR 200 CONSTITUTION AVENUE, N.W. WASHINGTON, DC 20210 4.) ALL DECISIONS BY THE ADMINISTRATIVE REVIEW BOARD ARE FINAL. Supplementary Conditions 00 73 00 - 11 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 ================================================================ END OF GENERAL DECISION ARTICLE 19 – PROJECT MANAGEMENT AND COORDINATION SC-19.21 COOPERATION WITH PUBLIC AGENCIES C. For the Contractor’s convenience, the following telephone numbers are listed: Public Agencies/Contacts Phone Number City Engineer 361-826-3500 WKMC Architects, Inc. 361-561-2131 Jodi Smith Goings, PM 361-561-2131 Traffic Engineering 361-826-3547 Police Department 361-882-2600 Water/ Wastewater/ Stormwater 361-826-1800 (361-826-1818 after hours) Gas Department 361-885-6900 (361-885-6942 after hours) Parks & Recreation Department 361-826-3461 Street Department 361-826-1875 City Street Div. for Traffic Signals 361-826-1610 Solid Waste & Brush 361-826-1973 IT Department (City Fiber) 361-826-1956 AEP 1-877-373-4858 AT&T 361-881-2511 (1-800-824-4424 after hours) Grande Communications 1-866-247-2633 Spectrum Communications 1-800-892-4357 Crown Castle Communications (Network Operations Center) 1-888-632-0931 CenturyLink 361-208-0730 Windstream 1-800-600-5050 Regional Transportation Authority 361-289-2712 Port of Corpus Christi Authority Engr. 361-882-5633 TxDOT Area Office 361-808-2500 Corpus Christi ISD 361-695-7200 Supplementary Conditions 00 73 00 - 12 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 ARTICLE 25 – SHOP DRAWINGS SC-25.03 CONTRACTOR’S RESPONSIBILITIES A. See Section 01 33 01 SUBMITTAL REGISTER Specification Section Shop Drawing Description ARTICLE 26 – RECORD DATA SC-26.03 CONTRACTOR’S RESPONSIBILITIES A. See Section 01 33 01 SUBMITTAL REGISTER Specification Section Record Data Description END OF SECTION Summary of Work 01 11 00 - 1 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 01 11 00 SUMMARY OF WORK 1.00 GENERAL 1.01 WORK INCLUDED A. Construct Work as described in the Contract Documents. 1. Provide the materials, equipment, and incidentals required to make the Project completely and fully useable. 2. Provide the labor, equipment, tools, and consumable supplies required for a complete Project. 3. The Contract Documents do not indicate or describe all of the Work required to complete the Project. Additional details required for the correct installation of selected products are to be provided by the Contractor and coordinated with the OAR. 1.02 DESCRIPTION OF WORK A. Work is described in general, non-inclusive terms as: The project consists of architectural and MEP facility improvements at Greenwood Pool located at 4305 Greenwood Drive, Corpus Christi, Texas 78412. The base bid scope of work includes labor and materials to replace security fencing, mechanical, electrical and plumbing work for replacement of pool piping systems, and addition of pump room ventilation. The project includes two additive alternates; 1) Installation of LED site lighting and addition of timer controls systems and 2) Replace existing flooring with new epoxy system in shower room and dining area. 1.03 WORK UNDER OTHER CONTRACTS A. The following items of work are not included in this Contract, but may impact construction scheduling and completion: 1. None. B. In the case of a disagreement between the above list and those specified elsewhere in the Contract Documents, the Contractor is to base his Proposal on the most expensive listing. C. Completion of the Work described in this Contract may impact the construction and testing of the items listed above. 1. Coordinate construction activities through the OAR. 2. Pay claims for damages which result from the late completion of the Project or any specified Milestones. 1.04 WORK BY OWNER A. The Owner plans to perform the following items of work which are not included in this Contract, but may impact the construction scheduling and completion: 1. None. Summary of Work 01 11 00 - 2 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 B. Completion of the Work described in this Contract may impact the construction of the items listed above. 1. Coordinate construction activities through the OAR. 2. Pay claims for damages which result from the late completion of the Project or any specified Milestones. C. Owner will provide normal operation and maintenance of the existing facilities during construction, unless otherwise stated. 1.05 CONSTRUCTION OF UTILITIES A. Pay for temporary power, including but not limited to construction cost, meter connection fees, and permits. 1.06 USE PRIOR TO FINAL COMPLETION A. Owner has the right to use or operate any portion of the Project that is ready for use after notifying the Contractor of its intent to do so. B. The execution of Bonds is understood to indicate the consent of the surety to these provisions for use of the Project. C. Provide an endorsement from the insurance carrier permitting use of Project during the remaining period of construction. D. Conduct operations to insure the least inconvenience to the Owner and general public. 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Alternates and Allowances 01 23 10 - 1 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 01 23 10 ALTERNATES AND ALLOWANCES 1.00 GENERAL 1.01 REQUIREMENTS A. Alternates: 1. This Section describes each alternate by number and describes the basic changes to be incorporated into the Work when this alternate is made a part of the Work in the Agreement. 2. Drawings and Specifications will outline the extent of Work to be included in the alternate Contract Price. 3. Coordinate related Work and modify surrounding Work as required to properly integrate the Work under each alternate, and provide a complete and functional Project as required by the Contract Documents. 4. Bids for alternates may be accepted or rejected at the option of the Owner. 5. Owner may incorporate these alternates in the Contract when executed, or may issue a Change Order to incorporate these alternates within 120 days at the prices offered in the Bid, unless noted otherwise. A Request for a Change Proposal may be issued after 120 days or other designated time period to negotiate a new price for incorporating the Work into the Project. B. Allowances: 1. The Lump Sum Bid Items described as “Allowances” have been set as noted in Section 00 30 01 Bid Form and shall be included in the Total Base Bid of the Bid Form for each Bidder. These Allowances may be used at the Owner’s discretion in the event that unforeseen conditions or conflicts are encountered during construction that warrants the use of the Allowance funds. If the use of Allowance funds becomes necessary, the OAR will provide written authorization at a cost negotiated between Owner and Contractor, using unit prices in the Bid Form when applicable. No work is to be performed under the Allowance items without written authorization from the OAR. There is no guarantee that any of these funds will need to be used during the course of the Work. 1.02 DOCUMENT SUBMITTALS A. Provide documents for materials furnished as part of the alternate in accordance with Article 24 of SECTION 00 72 00 GENERAL CONDITIONS. 1.03 DESCRIPTION OF ALTERNATES A. Additive Alternate No. 1 – LED Site Lighting 1. Installation of (12) new pole mounted light fixtures and addition of timer controls systems. Alternates and Allowances 01 23 10 - 2 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 B. Additive Alternate No. 2 – Epoxy Flooring 1. Installation of epoxy flooring at showers and dining area. This alternate also includes an allowance for flooring remediation work and is to be included in the overall Additive Alternate No. 2 bid. 1.04 DESCRIPTION OF ALLOWANCES A. Allowance F1 – Permitting: 1. The sum of [$1,992.00] to be used for permitting fees as required. B. Allowance F2 – Unanticipated Improvements: 1. The sum of [$19,915.00] to be used for the purchase of labor and materials not identified during preliminary design that are discovered to be necessary for the successful completion of the overall project. 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Measurement and Basis for Payment 01 29 01 - 1 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT 1.00 GENERAL 1.01 MEASUREMENT AND BASIS FOR PAYMENTS ON LUMP SUM ITEMS A. Include all cost for completing the Work in accordance with the Contract Documents for lump sum payment items. Include all direct cost for the Work associated with that lump sum item and a proportionate amount for the indirect costs as described in Article 17 of SECTION 00 72 00 GENERAL CONDITIONS for each lump sum item. Include cost not specifically set forth as an individual payment item but required to provide a complete and functional system in the lump sum price. B. Measurement for progress payments will be made on the basis of the earned value for each item shown as a percentage of the cost for the lump sum item as described in Article 17 of SECTION 00 72 00 GENERAL CONDITIONS. Payment at Final Completion will be equal to the total lump sum amount for that item. 1.02 MEASUREMENT AND BASIS FOR PAYMENTS ON UNIT PRICE ITEMS A. Include all cost for completing the Work in accordance with the Contract Documents in unit price payment items. Include all direct cost for the Work associated with that unit price item and a proportionate amount for the indirect costs as described in Article 17 of SECTION 00 72 00 GENERAL CONDITIONS for each unit price item. Include cost not specifically set forth as an individual payment item but required to provide a complete and functional system in the unit price. B. Measurement for payments will be made only for the actual measured and/or computed length, area, solid contents, number, and weight, unless other provisions are made in the Contract Documents. Payment on a unit price basis will not be made for Work outside finished dimensions shown in the Contract Documents. Include cost for waste, overages, and tolerances in the unit price for that line item. Measurement will be as indicated for each unit price item. 1.03 MEASUREMENT AND BASIS FOR PAYMENT FOR BASE BID ITEMS A. Bid Item A-1 – Mobilization (Maximum 5%): 1. Include the following costs in this Bid item: a. Transportation and setup for equipment; b. Transportation and/or erection of all field offices, sheds, and storage facilities; c. Salaries for preparation of documents required before the first Application for Payment; d. Salaries for field personnel assigned to the Project related to the mobilization of the Project; e. Demobilization; and f. Mobilization may not exceed 5 percent of the total Contract Price. Measurement and Basis for Payment 01 29 01 - 2 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 2. Measurement for payment will be made per lump sum on the following basis: When at least 5% of the adjusted contract amount for construction is earned, 75% of the mobilization lump sum bid amount will be eligible for payment, minus retainage. Upon substantial completion of all work under this Contract and removal of all equipment and materials from the Project site, the remaining 25% of the mobilization lump sum bid amount will be eligible for payment, minus retainage. B. Bid Item A-2 – Bonds and Insurance 1. Payment shall include all bonds and insurance required under the Contract Documents. 2. Measurement for payment will be made on a lump sum basis. Payment for bonds and insurance will be based on the receipt of documentation of actual costs. Contractor shall furnish satisfactory evidence of the rate or rates paid for all bonds and insurance. Contractor will be reimbursed for the actual cost of bonds, not to exceed the verifiable costs of bonds incurred by the Contractor. C. Bid Items Part B thru Part E 1. Measurement for payment will be made per lump sum, each item, and lot pricing items as indicated on bid form. The pay applications will include a percentage of work complete of lump sum bid amount minus retainage. Payment will be made when work and materials purchased are verified and on-site. Bi-weekly construction site visits will be made to verify. D. Bid Item F1 – Allowances 1. The sum of $1992.00 to be used for procurement of all necessary permits required by the Authorities Having Jurisdiction to successfully complete the project. 2. Measurement for payment will be on a lump sum basis. Payments for Permits will be based on the earned value of Work completed. 3. Refer to Section 01 23 10 ALTERNATES AND ALLOWANCES. E. Bid Item F2 – Allowances 1. The sum of $19,915.00 is to be used for the purchase of unanticipated building improvements necessary for a successful project and authorized by the Owner. 2. Measurement for payment will be made on a lump sum basis. Payment will be based on the receipt of documentation of actual costs. 3. Refer to Section 01 23 10 ALTERNATES AND ALLOWANCES. F. Bid Item Part G – Additive Alternate No. 1 LED Site Lighting 1. Measurement for payment will be made on a lump sum basis if alternate is awarded. Payment will be based on the receipt of documentation of actual costs. 2. Refer to section 01 23 10 ALTERANTES AND ALLOWANCES. G. Bid Item Part H – Additive Alternate No. 2 Epoxy Flooring 1. Measurement for payment will be made on a lump sum basis if alternate is awarded. Payment will be based on the receipt of documentation of actual costs. Measurement and Basis for Payment 01 29 01 - 3 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 2. REFER TO SECTION 01 23 10 ALTERANTES AND ALLOWANCES. 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION 01 33 01 Submittal Register Product Information Sample or Mockup Operations Data 02 42 00 Fencing Demolition 1.A Record Data None None 09 67 00 Resinous Flooring 1.A Record Data Sample None 22 05 29 Hangers and Supports 1.4 A Record Data None None 22 11 16 Piping 1.2 A&B Record Data None None 22 11 23 Water Pumps 1.4 A&B Record Data None None 26 01 26 Electrical Testing 1.03 A Record Data None None 26 05 00 Common Work Results for Electrical 1.03 A Shop Drawing None None 26 05 19 Low-Voltage Electrical Power Conductors & Cables 1.03 A Record Data None None 26 05 19.01 Wire Connections & Devices 1.03 A Record Data None None 26 05 26 Grounding & Bonding for Electrical Systems 1.02 A Record Data None None 26 05 29 Hangers & Supports for Electrical Testing 1.04 A Record Data None None 26 05 29 Hangers & Supports for Electrical Testing 1.04 B Shop Drawing None None 26 05 53 Identification for Electrical Systems 1.02 A Record Data None None 26 24 16 Panelboards 1.04 A Record Data None None 26 24 16 Panelboards 1.04 B Shop Drawing None None 26 24 16 Panelboards 1.05 A-B Record Data None None 26 27 26 Wiring Devices 1.05 A-B Record Data None None 26 27 26 Wiring Devices 1.05 B Shop Drawing None None 26 28 16 Enclosed Switches & Circuit Breakers 1.04 A Shop Drawing None None 26 28 16 Enclosed Switches & Circuit Breakers 1.05 A-B Record Data None None 32 31 13 Chain Link Fencing and Gates 1.A Shop Drawing None None 32 31 13 Chain Link Fencing and Gates: Product Data 1.A Record Data None None 32 31 13 Chain Link Fencing and Gates: Concrete Mix Design 1.A Record Data None None Paragraph No. Specification Section Specification Description Types of Submittals Required Submittal Register Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 01 33 01-1 10/2018 Special Procedures 01 35 00 - 1 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 01 35 00 SPECIAL PROCEDURES 1.00 GENERAL 1.01 PLAN OF ACTION A. Submit a written plan of action for approval for shutting down essential services. These include: 1. Electrical power, 2. Control power, 3. Pipelines or wastewater systems, 4. Communications equipment, and 5. Other designated functions. B. Describe the following in the plan of action: 1. Scheduled dates for construction; 2. Work to be performed; 3. Utilities, piping, or services affected; 4. Length of time the service or utility will be disturbed; 5. Procedures to be used to carry out the Work; 6. Plan of Action to handle emergencies; 7. List of manpower, equipment, and ancillary supplies; 8. Backups for key pieces of equipment and key personnel; 9. Contingency plan that will be used if the original schedule cannot be met; and C. Submit plan 2 weeks prior to beginning the Work. Special Procedures 01 35 00 - 2 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 1.02 CRITICAL OPERATIONS A. The Owner has identified critical operations that must not be out of service longer than the designated maximum time out of service and/or must be performed only during the designated times. These have been identified in the table below: Note to Specifier: Revise for each project. Critical Operation Max. Time Out of Operation Hours Operation can be Shut Down Liquidated Damages ($ per hour) Security: At no time shall the facility be left unsecured. 0 0 $400.00 B. Submit a written plan of action per Paragraph 1.02 for approval for critical operations. C. Work affecting critical operations is to be performed on a 24-hour a day basis until Owner’s normal operations have been restored. D. Provide additional manpower and equipment as required to complete the Work affecting critical operations within the allotted time. E. Liquidated damages will be assessed if Work on critical operations is not completed within the time indicated. 1. These items are critical to the for operation of the existing distribution system. 2. Loss of operation of the existing distribution system can subject the Owner to loss of revenue, additional operations cost, and fines from regulatory agencies. 3. Liquidated damages have been established for each critical operation. 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Temporary Facilities and Controls 01 50 00 - 1 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 01 50 00 TEMPORARY FACILITIES AND CONTROLS 1.00 GENERAL 1.01 WORK INCLUDED A. Provide temporary facilities, including OPT’s field office and the Contractor’s field offices, storage sheds, and temporary utilities needed to complete the Work. B. Install and maintain temporary Project identification signs. Provide temporary on-site informational signs to identify key elements of the construction facilities. Do not allow other signs to be displayed. 1.02 QUALITY ASSURANCE A. Provide a total electrical heating and cooling system for the OPT’s field office capable of maintaining the following conditions: 1. Heating: Minimum 75 degrees ID temp at 10 degrees ambient. 2. Cooling: Minimum 75 degrees ID temp at 105 degrees ambient. 3. Relative humidity: 48 to 54 percent. B. Inspect and test each service before placing temporary utilities in use. Arrange for all required inspections and tests by regulatory agencies, and obtain required certifications and permits for use. 1.03 DELIVERY AND STORAGE A. Arrange transportation, loading, and handling of temporary buildings and sheds. 1.04 JOB CONDITIONS A. Locate buildings and sheds at the Site as indicated or as approved by the OPT. B. Prepare the Site by removing trees, brush, or debris and performing demolition or grubbing needed to clear a space adequate for the structures. C. Pay for the utilities used by temporary facilities during construction. D. Provide each temporary service and facility ready for use at each location when the service or facility is first needed to avoid delay in the performance of the Work. Provide OPT’s field office complete and ready for occupancy and use within 7 days of the Notice to Proceed. E. Maintain, expand as required, and modify temporary services and facilities as needed throughout the progress of the Work. F. Remove services and facilities when approved by the OAR. G. Operate temporary facilities in a safe and efficient manner. 1. Restrict loads on temporary services or facilities to within their designed or designated capacities. 2. Provide sanitary conditions. Prevent public nuisance or hazardous conditions from developing or existing at the Site. Temporary Facilities and Controls 01 50 00 - 2 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 3. Prevent freezing of pipes, flooding, or the contamination of water. 4. Maintain Site security and protection of the facilities. 1.05 OPTIONS A. Construction offices may be prefabricated buildings on skids or mobile trailers. B. Storage sheds may be prefabricated buildings on skids or truck trailers. 2.00 PRODUCTS 2.01 TEMPORARY FIELD OFFICES – FIELD OFFICE NOT REQUIRED. A. The Contractor must furnish the OPT with a field office at the Site. The field office must contain at least 120 square feet of useable space. The field office must be air-conditioned and heated and must be furnished with an inclined table that measures at least 30 inches by 60 inches and two chairs. The Contractor shall move the field office on the Site as required by the OAR. The field office must be furnished with a telephone (with 24-hour per day answering service) and fax machine paid for by the Contractor. There is no separate pay item for the field office. B. Furnish a field office of adequate size for Contractor’s use. Provide conference room space for a minimum of 15 people. C. Other trades may provide their own offices only when space is available at the Site, and the OPT agrees to its size, condition, and location. D. No monthly partial payments will be processed until OPT’s field office facilities are completed and approved. 2.02 TEMPORARY STORAGE BUILDINGS A. Furnish storage buildings of adequate size to store any materials or equipment delivered to the Site that might be affected by weather. 2.03 TEMPORARY SANITARY FACILITIES A. Provide sanitary facilities at the Site from the commencement of the Project until Project conclusion. Maintain these facilities in a clean and sanitary condition at all times, and comply with the requirements of the local health authority. On large sites, provide portable toilets at such locations that no point in the Site shall be more than 600 feet from a toilet. B. Use these sanitary facilities. Do not use restrooms within existing or Owner-occupied buildings. 2.04 TEMPORARY HEAT A. Provide heating devices needed to protect buildings during construction. Provide fuel needed to operate the heating devices and attend the heating devices at all times they are in operation, including overnight operations. Temporary Facilities and Controls 01 50 00 - 3 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 2.05 TEMPORARY UTILITIES A. Provide the temporary utilities for administration, construction, testing, disinfection, and start-up of the Work, including electrical power, water, and telephone. Pay all costs associated with furnishing temporary utilities. 1. Provide a source of temporary electrical power of adequate size for construction procedures. a. Use existing power systems where spare capacity is available. Provide temporary power connections that do not adversely affect the existing power supply. Submit connections to the OAR for approval prior to installation. b. Provide electrical pole and service connections that comply with Laws and Regulations and the requirements of the power company. 2. Provide telephone service to the Site and install telephones inside the Contractor’s and the OPT’s field office. 2.06 WATER FOR CONSTRUCTION A. Provide temporary water. Potable water may be purchased from the Owner by obtaining a water meter from the Owner and transporting water from a water hydrant. Non-potable water may be used for hydraulic testing of non-potable basins or pipelines. Include the cost of water in the Contract Price. B. Contractor must comply with the City of Corpus Christi’s Water Conservation and Drought Contingency Plan as amended (the “Plan”). This includes implementing water conservation measures established for changing conditions. The City Engineer will provide a copy of the Plan to Contractor at the pre-construction meeting. The Contractor will keep a copy of the Plan on the Site throughout construction. 3.00 EXECUTION 3.01 LOCATION OF TEMPORARY FACILITIES A. Locate temporary facilities in areas approved by the OAR. Construct and install signs at locations approved by the OAR. Install informational signs so they are clearly visible. 3.02 PROJECT IDENTIFICATION AND SIGNS A. The Owner will furnish two Project signs to be installed by the Contractor. The signs must be installed before construction begins and will be maintained throughout the Project period by the Contractor. The locations of the signs will be determined in the field by the OAR. 3.03 TEMPORARY LIGHTING A. Provide temporary lighting inside buildings once buildings are weatherproof. B. Provide lighting that is adequate to perform Work within any space. Temporary lights may be removed once the permanent lighting is in service. Temporary Facilities and Controls 01 50 00 - 4 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 C. Provide portable flood lights at any time that Work will be performed outside the structure at night. Provide adequate lighting at any location Work is being performed. 3.04 DRINKING WATER A. Provide all field offices with potable water. Provide a dispenser and cooling apparatus if bottled drinking water is provided. B. Pay for water services and maintain daily. 3.05 CONSTRUCTION FENCE A. Install and maintain a construction fence around the Site and off-site storage yards. Fence must be a minimum 6 feet high chain link construction unless shown otherwise. Provide gates with padlocks. 3.06 REMOVAL OF TEMPORARY FACILITIES A. Remove temporary buildings, sheds, and utilities at the conclusion of the Project and restore the Site to original condition or finished in accordance with the Drawings. B. Remove informational signs upon completion of construction. C. Remove Project identification signs, framing, supports, and foundations upon completion of the Project. 3.07 MAINTENANCE AND JANITORIAL SERVICE A. Provide janitorial service (sweeping/mopping) for the OPT’s field office on a weekly basis or as requested. Empty trash receptacles daily or as needed. B. Maintain signs and supports in a neat, clean condition. Repair damage to structures, framings, or signs. C. Repair any damage to Work caused by placement or removal of temporary signage. D. Service, maintain, and replace, if necessary, the OPT’s field office computer equipment throughout the Project as required by the OPT including replacement cartridges for all office equipment. END OF SECTION Temporary Controls 01 57 00 - 1 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 01 57 00 TEMPORARY CONTROLS 1.00 GENERAL 1.01 WORK INCLUDED A. Provide labor, materials, equipment, and incidentals necessary to construct temporary facilities to provide and maintain control over environmental conditions at the Site. Remove temporary facilities when no longer needed. B. Construct temporary impounding works, channels, diversions, furnishing and operation of pumps, installing piping and fittings, and other construction for control of conditions at the Site. Remove temporary controls at the end of the Project. C. Provide a Storm Water Pollution Prevention Plan (SWPPP) as required by Texas Pollutant Discharge Elimination System (TPDES) General Permit No. TXR150000 for stormwater discharges from construction activities as applicable to the nature and size of the Project. Comply with all requirements of the Texas Commission on Environmental Quality (TCEQ) and Laws and Regulations. File required legal notices and obtain required permits prior to beginning any construction activity. D. Provide labor, materials, equipment, and incidentals necessary to prevent stormwater pollution for the duration of the Project. Provide and maintain erosion and sediment control structures as required to preventive sediment and other pollutants from the Site from entering any stormwater system including open channels. Remove pollution control structures when no longer required to prevent stormwater pollution. 1.02 QUALITY ASSURANCE A. Construct and maintain temporary controls with adequate workmanship using durable materials to provide effective environmental management systems meeting the requirements of the Contract Documents and Laws and Regulations. Use materials that require minimal maintenance to prevent disruption of construction activities while providing adequate protection of the environment. B. Periodically inspect systems to determine that they are meeting the requirements of the Contract Documents. 1.03 DOCUMENT SUBMITTAL A. Provide documents requiring approval by the OPT as Shop Drawings in accordance with Article 25 of SECTION 00 72 00 GENERAL CONDITIONS. B. Provide copies of notices, records, and reports required by the Contract Documents or Laws and Regulations as Record Data in accordance with Article 26 of SECTION 00 72 00 GENERAL CONDITIONS. 1.04 STANDARDS A. Provide a SWPPP that complies with all requirements of TPDES General Permit No. TXR150000 and any other applicable Laws and Regulations. Temporary Controls 01 57 00 - 2 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 B. Perform Work to comply with the City of Corpus Christi Code of Ordinances, Part III, Chapter 14, Article X - titled “STORM WATER QUALITY MANAGEMENT PLANS” and any other applicable Laws and Regulations. 1.05 PERMITS A. As applicable, submit the following to the TCEQ and the Operator of any Municipal Separate Storm Sewer System (MS4) receiving stormwater discharges from the Site: 1. Notice of Intent (NOI) at least 48 hours prior to beginning construction activity. Construction activity may commence 24 hours after the submittal of an electronic NOI. 2. Notice of Change (NOC) letter when relevant facts or incorrect information was submitted in the NOI, or if relevant information in the NOI changes during the course of construction activity. 3. Notice of Termination (NOT) when the construction Project has been completed and stabilized. B. Post a copy of the NOI at the Site in a location where it is readily available for viewing by the general public and as required by Laws and Regulations prior to starting construction activities and maintain the posting until completion of the construction activities. C. Maintain copies of a schedule of major construction activities, inspection reports, and revision documentation with the SWPPP. 1.06 STORMWATER POLLUTION CONTROL A. Comply with the current requirements of TPDES General Permit No. TXR150000 as set forth by the TCEQ for the duration of the Project as applicable to the nature of the work and the total disturbed area: 1. Develop a SWPPP meeting all requirements of the TPDES General Permit. 2. Submit of a Notice of Intent to the TCEQ. 3. Develop and implement appropriate Best Management Practices as established by local agencies of jurisdiction. 4. Provide all monitoring and/or sampling required for reporting to the TCEQ. 5. Submit reports to the TCEQ as required as a condition of the TPDES General Permit. 6. Submit copies of the reports to the Designer as Record Data in accordance with Article 26 of SECTION 00 72 00 GENERAL CONDITIONS. 7. Retain copies of these documents at the Site at all times for review and inspection by the OPT or regulatory agencies. Post a copy of the permit as required by Laws and Regulations. 8. Assume sole responsibility for implementing, updating, and modifying the TPDES General Permit per Laws and Regulations for the SWPPP and Best Management Practices. B. Use forms required by the TCEQ to file the Notice of Intent. Submit the Notice of Intent at least 2 days prior to the start of construction. Develop the SWPPP prior to submitting the Temporary Controls 01 57 00 - 3 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 Notice of Intent. Provide draft copies of the Notice of Intent, SWPPP, and any other pertinent TCEQ submittal documents to Owner for review prior to submittal to the TCEQ. C. Return any property disturbed by construction activities to either specified conditions or pre- construction conditions as set forth in the Contract Documents. Provide an overall erosion and sedimentation control system that will protect all undisturbed areas and soil stockpiles/spoil areas. Implement appropriate Best Management Practices and techniques to control erosion and sedimentation and maintain these practices and techniques in effective operating condition during construction. Permanently stabilize exposed soil and fill as soon as practical during the Work. D. Assume sole responsibility for the means, methods, techniques, sequences, and procedures for furnishing, installing, and maintaining erosion and sedimentation control structures and procedures and overall compliance with the TPDES General Permit. Modify the system as required to effectively control erosion and sediment. E. Retain copies of reports required by the TPDES General Permit for 3 years from date of Final Completion. 1.07 POLLUTION CONTROL A. Prevent the contamination of soil, water, or atmosphere by the discharge of noxious substances from construction operations. Provide adequate measures to prevent the creation of noxious air-borne pollutants. Prevent dispersal of pollutants into the atmosphere. Do not dump or otherwise discharge noxious or harmful fluids into drains or sewers, nor allow noxious liquids to contaminate public waterways in any manner. B. Provide equipment and personnel and perform emergency measures necessary to contain any spillage. 1. Contain chemicals in protective areas and do not dump on soil. Dispose of such materials at off-site locations in an acceptable manner. 2. Excavate contaminated soil and dispose at an off-site location if contamination of the soil does occur. Fill resulting excavations with suitable backfill and compact to the density of the surrounding undisturbed soil. 3. Provide documentation to the Owner which states the nature and strength of the contaminant, method of disposal, and the location of the disposal site. 4. Comply with Laws and Regulations regarding the disposal of pollutants. C. Groundwater or run-off water which has come into contact with noxious chemicals, sludge, or sludge-contaminated soil is considered contaminated. Contaminated water must not be allowed to enter streams or water courses, leave the Site in a non-contained form, or enter non-contaminated areas of the Site. 1. Pump contaminated water to holding ponds constructed by the Contractor for this purpose, or discharge to areas on the interior of the Site, as designated by the OAR. 2. Construct temporary earthen dikes or take other precautions and measures as required to contain the contaminated water and pump to a designated storage area. 3. Wash any equipment used for handling contaminated water or soil within contaminated areas three times with uncontaminated water prior to using such equipment in an Temporary Controls 01 57 00 - 4 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 uncontaminated area. Dispose of wash water used to wash such equipment as contaminated water. 1.08 EARTH CONTROL A. Remove excess soil, spoil materials, and other earth not required for backfill at the time of generation. Control stockpiled materials to eliminate interference with Contractor and Owner’s operations. B. Dispose of excess earth off the Site. Provide written approval from the property owner for soils deposited on private property. Obtain approval of the Owner if this disposal impacts the use of Site or other easements. 1.09 OZONE ADVISORY DAYS – NOT APPLICABLE A. Do not conduct roofing, priming, or hot-mix paving operations, except for repairs, on days the City Engineer has notified Contractor that an ozone advisory is in effect. An extension of time will be allowed for each day for which priming or hot mix paving was scheduled, crews were prepared to perform this Work and the City Engineer issued ozone alert prevents this Work. Contractor will be compensated at the unit price indicated in the Bid for each day for which an extension of time was granted due to an ozone alert. 1.10 MANAGEMENT OF WATER A. Manage water resulting from rains or ground water at the Site. Maintain trenches and excavations free of water at all times. B. Lower the water table in the construction area by acceptable means if necessary to maintain a dry and workable condition at all times. Provide drains, sumps, casings, well points, and other water control devices as necessary to remove excess water. C. Provide continuous operation of water management actions. Maintain standby equipment to provide proper and continuous operation for water management. D. Ensure that water drainage does not damage adjacent property. Divert water into the same natural watercourse in which its headwaters are located, or other natural stream or waterway as approved by the Owner. Assume responsibility for the discharge of water from the Site. E. Remove the temporary construction and restore the Site in a manner acceptable to the OAR and to match surrounding material at the conclusion of the Work. 1.11 DEWATERING A. This item is considered subsidiary for all dewatering methods other than “well pointing” to the appropriate bid items as described in the Bid Form where dewatering is needed to keep the excavation dry, as approved by the Designer, and shall include all costs to provide a dry foundation for the proposed improvements. B. Storm water that enters an excavation can be pumped out as long as care is taken to minimize solids and mud entering the pump suction and flow is pumped to a location that allows for sheet flow prior to entering a storm water drainage ditch or storm water inlet. Temporary Controls 01 57 00 - 5 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 C. An alternative to sheet flow is to pump storm water to an area where ponding occurs naturally without leaving the designated work area or by a manmade berm(s) prior to entering the storm water system. Sheet flow and ponding is to allow solids screening and/or settling prior to entering a storm water conduit or inlet. D. Storm water or groundwater shall not be discharged to private property without permission. It is the intent that Contractor discharges groundwater primarily into the existing storm water system, provided that the quality of groundwater is equal to or better than the receiving stream, the [Corpus Christi Bay] [Oso Creek] [Laguna Madre] [CC Ship Channel]. E. Testing of groundwater quality is to be performed by the Contractor, at the Contractor’s expense, prior to commencing discharge and shall be retested by the Contractor, at the Contractor’s expense, a minimum of once a week. Contractor shall coordinate with the Owner on all testing. Tests will also be performed as each new area of construction is started. F. Another option for disposal of groundwater by Contractor would include pumping to the nearest sanitary sewer system. If discharging to temporary holding tanks and trucking to a sanitary sewer or wastewater plant, the costs for these operations shall be negotiated. Other groundwater disposal alternatives or solutions may be approved by the Designer on a case by case basis. G. Prior to pumping groundwater from a trench to the sanitary sewer system the Contractor shall contact Wastewater Pre-treatment Coordinator at 826-1817 to obtain a “no cost” permit from the Owner’s Waste Water Department. Contractor will pay for any water quality testing or water analysis cost required. The permit will require an estimate of groundwater flow. Groundwater flow can be estimated by boring a hole or excavating a short trench then record water level shortly after completion, allow to sit overnight, record water level again, pump hole or trench dry to a holding tank or vacuum truck then record how long it takes to fill to original level and overnight level. 1.12 DISPOSAL OF CONTAMINATED GROUNDWATER – NOT APPLICABLE A. An allowance will be included in the Bid for the unanticipated disposal of contaminated groundwater. This allowance may not be needed but is provided in case contaminated groundwater is encountered during the course of the Project and does not meet the water quality requirements for discharge into the storm water or wastewater systems. This allowance includes all materials, tools, equipment, labor, transportation, hauling, coordination, and proper disposal of the contaminated water at an approved landfill, deep water injection well, or other site as agreed to by the Designer. Suggested disposal facilities would be [US Ecology (USET) in Robstown, Texas or Texas Molecular in Corpus Christi, Texas]. B. The payment for this Work will be based on the Contractor’s actual costs and will be negotiated. Payment will not include costs associated with routine dewatering, which is considered subsidiary to the appropriate bid items as described in Paragraph 1.11. 1.13 DISPOSAL OF HIGHLY CHLORINATED WATER A. Dispose of water used for testing, disinfection, and line flushing. Comply with Owner’s requirements and Laws and Regulation regarding the disposal of contaminated water, including water with levels of chlorine, which exceed the permissible limits for discharge into wetlands or environmentally sensitive areas. Comply with the requirements of all regulatory Temporary Controls 01 57 00 - 6 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Rev 10/2018 agencies in the disposal of all water used in the Project. Include a description and details for disposal of this water in a Plan of Action per SECTION 01 35 00 SPECIAL PROCEDURES. Do not use the Owner’s sanitary sewer system for disposal of contaminated water. 1.14 WINDSTORM CERTIFICATION A. All affected materials and installation shall comply with Texas Department of Insurance Requirements for windstorm resistant construction for design wind speed as required by the current version of the International Building Code (IBC). When applicable, [Owner] shall be responsible for contracting with a licensed structural engineer in the State of Texas to perform all inspections and provide documentation for windstorm certification to the Texas Board of Insurance. The Contractor shall be responsible for providing all necessary design/assembly documentation for all new windows, doors, louvers, etc. to the windstorm engineer/inspectors required to conform with the requirements of the Texas Department of Insurance. 2.00 PRODUCTS 2.01 MATERIALS A. Provide materials that comply with Laws and Regulations. 3.00 EXECUTION 3.01 CONSTRUCTING, MAINTAINING AND REMOVING TEMPORARY CONTROLS A. Construct temporary controls in accordance with Laws and Regulations. B. Maintain controls in accordance with regulatory requirements where applicable, or in accordance with the requirements of the Contract Documents. C. Remove temporary controls when no longer required, but before the Project is complete. Correct any damage or pollution that occurs as the result of removing controls while they are still required. END OF SECTION PART T – TECHNICAL SPECIFICATIONS Prepared For: Greenwood Pool Facility Improvements (FMAC) Project No. 19069A Prepared By: WKMC Architects, Inc. 909 S. Tancahua St., Corpus Christi, Texas 78404 August 28, 2019 08/28/2019 Fencing Demolition 02 42 00 – 1 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A WKMC Architects, Inc. 02 42 00 FENCING DEMOLITION 1. SUBMITTALS a. DOCUMENTS Product Data: Technical data indicating conformance to this specification. 2. PRODUCTS a. FORTIFIED MORTAR Basis of Design: Laticrete 3701 Fortified Mortar. Substitutions by approval only for products which match or exceed performance of specified product for the given application. 3. EXECUTION a. Remove all existing fencing framework, fabrics, and fittings. b. Sawcut concrete paving around existing fenceposts to a depth of 1”. Minimize area of sawcutting around each post to as close as possible to fencepost. c. Chip out sawcut area to a minimum depth of 1” and cut/grind remaining fencepost to ¾” minimum below paving surface. d. Patch and fill all sawcut areas with fortified mortar, smooth trowel finish flush with surrounding paving. 4. GENERAL PROCEDURES AND PROJECT CONDITIONS a. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and to the public. b. Provide, erect, and maintain safety structures or barricades as needed. c. Conduct work in coordination with Owner’s operation of the facility. 5. DEBRIS AND WASTE REMOVAL a. Remove debris, junk, and trash from site in a timely and controlled manner to avoid unsafe conditions and the chance of windborne debris. b. Remove windborne debris from adjacent private and public premises. END OF SECTION 02 42 00 Resinous Flooring 09 67 23 - 1 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A WKMC Architects, Inc. 09 67 23 RESINOUS FLOORING 1. SUBMITTALS a. Product Data: For each type of product indicated. Include manufacturer's technical data, application instructions, and recommendations for each resinous flooring component re- quired. b. Maintenance Data: For resinous flooring to include in maintenance manuals c. Samples for Verification: For each resinous flooring system required, 6 inches square, ap- plied to a rigid backing by Installer for this Project. 2. QUALITY ASSURANCE a. Installer Qualifications: Engage an experienced installer (applicator) who is experienced in applying resinous flooring systems similar in material, design, and extent to those indicated for this Project, whose work has resulted in applications with a record of successful in- service performance, and who is acceptable to resinous flooring manufacturer. b. Contractor shall have completed at least 5 projects of similar size and complexity. c. Source Limitations: Obtain primary resinous flooring materials, including primers, resins, hardening agents, grouting coats, and topcoats, through one source from a single manufac- turer, with not less than ten years of successful experience in manufacturing and installing principal materials described in this section. Provide secondary materials, including patch- ing and fill material, joint sealant, and repair materials, of type and from source recom- mended by manufacturer of primary materials. d. Provide allowance per bid form instructions for remediation procedures if concrete sub- strate exhibit unacceptable moisture-vapor-emission rates required by manufacturer’s in- stallation recommendations. 3. DELIVERY, STORAGE, AND HANDLING a. Deliver materials in original packages and containers, with seals unbroken, bearing manu- facturer's labels indicating brand name and directions for storage and mixing with other components. b. Store materials to prevent deterioration from moisture, heat, cold, direct sunlight, or other detrimental effects. c. All materials used shall be factory pre-weighed and pre-packaged in single, easy to manage batches to eliminate on site mixing errors. No on site weighing or volumetric measurements allowed. Resinous Flooring 09 67 23 - 2 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A WKMC Architects, Inc. 4. PROJECT CONDITIONS a. Environmental Limitations: Comply with resinous flooring manufacturer's written instruc- tions for substrate temperature, ambient temperature, moisture, ventilation, and other conditions affecting resinous flooring application. b. Close spaces to traffic during resinous flooring application and for not less than 24 hours af- ter application, unless manufacturer recommends a longer period. 5. WARRANTY a. Manufacturer shall furnish a single, written warranty covering both material and workman- ship for a period of (2) full years from date of installation, or provide a joint and several war- ranty signed on a single document by material manufacturer and applicator jointly and sev- erally warranting the materials and workmanship for a period of (2) full year from date of in- stallation. A sample warranty letter must be included with bid package or bid may be dis- qualified. 6. PRODUCTS RESINOUS FLOORING a. Products: Subject to compliance with requirements: b. Stonhard, Inc.; Stonshield SLT®. Contact Sean Cronin scronin@stonhard.com 281 253 5125 (Basis of Design, alternate products or manufacturers must be submitted and approved pri- or to bidding) c. System Characteristics: d. Color and Pattern: Select from manufacturer’s standard. e. Wearing Surface: Medium. f. Integral Cove Base: to 4” height in shower areas only g. Overall System Thickness: 2mm Double Broadcast required h. System Components: Manufacturer's standard components that are compatible with each other. ACCESSORY MATERIALS a. Primer: Type recommended by manufacturer for substrate and body coats indicated. For- mulation Description: Stonhard Standard Primer, 100% solids. Resinous Flooring 09 67 23 - 3 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A WKMC Architects, Inc. b. Patching and Fill Material: Resinous product of or approved by resinous flooring manufac- turer and recommended by manufacturer for application indicated. c. Joint Sealant: Type recommended or produced by resinous flooring manufacturer for type of service and joint condition indicated. Allowances should be included for Stonflex MP7 joint fill material. 7. EXECUTION PREPARATION a. General: Prepare and clean substrates according to resinous flooring manufacturer's written instructions for substrate indicated. Provide clean, dry, and neutral Ph substrate for resinous flooring application. b. Concrete Substrates: Provide sound concrete surfaces free of laitance, glaze, efflorescence, curing compounds, form-release agents, dust, dirt, grease, oil, and other contaminants incom- patible with resinous flooring. c. Mechanically prepare substrates as follows: d. Shot-blast surfaces with an apparatus that abrades the concrete surface, contains the dis- pensed shot within the apparatus, and recirculates the shot by vacuum pickup. e. Repair damaged and deteriorated concrete according to resinous flooring manufacturer's written recommendations. f. Verify that concrete substrates are dry. g. Perform anhydrous calcium chloride test, ASTM F 1869. Proceed with application only after substrates have maximum moisture-vapor-emission rate of 7 lb of water/1000 sq. ft. of slab in 24 hours. h. Verify that concrete substrates have neutral Ph and that resinous flooring will adhere to them. Perform tests recommended by manufacturer. Proceed with application only after substrates pass testing. i. Resinous Materials: Mix components and prepare materials according to resinous flooring manufacturer's written instructions. j. Use patching and fill material to fill holes and depressions in substrates according to manufac- turer's written instructions. k. Treat control joints and other nonmoving substrate cracks to prevent cracks from reflecting through resinous flooring according to manufacturer's written recommendations. Resinous Flooring 09 67 23 - 4 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A WKMC Architects, Inc. 8. APPLICATION a. General: Apply components of resinous flooring system according to manufacturer's writ- ten instructions to produce a uniform, monolithic wearing surface of thickness indicated. b. Coordinate application of components to provide optimum adhesion of resinous flooring system to substrate, and optimum intercoat adhesion. c. Cure resinous flooring components according to manufacturer's written instructions. Pre- vent contamination during application and curing processes. d. Undercoat: Remove any surface irregularities by lightly abrading and vacuuming the floor surface. Mix and apply undercoat with strict adherence to manufacturer's installation pro- cedures and coverage rates. e. Broadcast: Immediately broadcast quartz silica aggregate into the undercoat using manu- facturer's specially designed spraycaster. Strict adherence to manufacturer's installation procedures and coverage rates is imperative. f. Apply topcoat(s) in number of coats indicated for flooring system and at spreading rates recommended in writing by manufacturer. 9. CLEANING, PROTECTING, AND CURING a. Cure resinous flooring materials in compliance with manufacturer's directions, taking care to prevent contamination during stages of application and prior to completion of curing pro- cess. Close area of application for a minimum of 18 hours. b. Cleaning: Remove temporary covering and clean resinous flooring just prior to final inspec- tion. Use cleaning materials and procedures recommended by resinous flooring manufac- turer. END OF SECTION 09 67 23 Hangers and Supports for Plumbing Piping and Equipment Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 22 05 29 - 1 SECTION 22 05 29 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Metal pipe hangers and supports. B. Related Sections: 1. Section 22 11 16 "Piping". 1.3 DEFINITIONS A. MSS: Manufacturers Standardization Society of The Valve and Fittings Industry Inc. 1.4 ACTION SUBMITTALS A. Product Data: For each type of product indicated. 1. Clevis-type pipe hangers. PART 2 - PRODUCTS 2.1 METAL PIPE HANGERS AND SUPPORTS A. Stainless-Steel Pipe Hangers and Supports: 1. Description: MSS SP-58, Types 1 through 58, factory-fabricated components. 2. Padded Hangers: Hanger with fiberglass or other pipe insulation pad or cushion to support bearing surface of piping. 3. Hanger Rods: Continuous-thread rod, nuts, and washer made of stainless steel. 4. 1-5/8” structural steel channel, c-clamps and hardware. Hangers and Supports for Plumbing Piping and Equipment Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 22 05 29 - 2 PART 3 - EXECUTION 3.1 HANGER AND SUPPORT INSTALLATION A. Metal Pipe-Hanger Installation: Comply with MSS SP-69 and MSS SP-89. Install hangers, supports, clamps, and attachments as required to properly support piping from the building structure. B. Install hangers and supports complete with necessary attachments, inserts, bolts, rods, nuts, washers, and other accessories. C. Insulated Piping: 1. Attach clamps and spacers to piping. a. Piping Operating above Ambient Air Temperature: Clamp may project through insulation. b. Do not exceed pipe stress limits allowed by ASME B31.9 for building services piping. 2. Install MSS SP-58, Type 39, protection saddles if insulation without vapor barrier is indicated. Fill interior voids with insulation that matches adjoining insulation. a. Option: Thermal-hanger shield inserts may be used. Include steel weight- distribution plate for pipe NPS 4 (DN 100) and larger if pipe is installed on rollers. 3. Shield Dimensions for Pipe: Not less than the following: a. NPS 1/4 to NPS 3-1/2 (DN 8 to DN 90): 12 inches (305 mm) long and 0.048 inch (1.22 mm) thick. b. NPS 4 (DN 100): 12 inches (305 mm) long and 0.06 inch (1.52 mm) thick. c. NPS 5 and NPS 6 (DN 125 and DN 150): 18 inches (457 mm) long and 0.06 inch (1.52 mm) thick. d. NPS 8 to NPS 14 (DN 200 to DN 350): 24 inches (610 mm) long and 0.075 inch (1.91 mm) thick. 3.2 ADJUSTING A. Trim excess length of continuous-thread hanger and support rods to 1-1/2 inches. 3.3 HANGER AND SUPPORT SCHEDULE A. Specific hanger and support requirements are in Sections specifying piping systems and equipment. B. Comply with MSS SP-69 for pipe-hanger selections and applications that are not specified in piping system Sections. C. Use stainless-steel pipe hangers and stainless-steel attachments for hostile environment applications. Hangers and Supports for Plumbing Piping and Equipment Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 22 05 29 - 3 D. Horizontal-Piping Hangers and Supports: Unless otherwise indicated and except as specified in piping system Sections, install the following types: 1. Adjustable, Steel Clevis Hangers (MSS Type 1): E. Building Attachments: Unless otherwise indicated and except as specified in piping system Sections, install the following types: 1. Stainless steel 1-5/8” structural channel with stainless steel pipe clamps and hardware. END OF SECTION 22 05 29 Piping Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 22 11 16 - 1 22 11 16 PIPING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 INFORMATIONAL SUBMITTALS A. System purging and disinfecting activities report. B. Field quality-control reports. 1.3 FIELD CONDITIONS A. Interruption of Existing Water Service: Do not interrupt water service to facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary water service according to requirements indicated: 1. Construction Manager no fewer than two days in advance of proposed interruption of water service. 2. Do not interrupt water service without Construction Manager's written permission. PART 2 - PRODUCTS 2.1 PIPING MATERIALS A. Comply with requirements in "Piping Schedule" Article for applications of pipe, tube, fitting materials, and joining methods for specific services, service locations, and pipe sizes. B. Potable-water piping and components shall comply with NSF 14 and NSF 61. Plastic piping components shall be marked with "NSF-pw." 2.2 PVC PIPING A. PVC Pipe: ASTM D1785, ASTM D2241, Schedule 40. 1. PVC Socket Fittings: ASTM D2665 for Schedule 40. Piping Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 22 11 16 - 2 2.3 PIPING JOINING MATERIALS A. Solvent Cements for Joining PVC Piping and Tubing: ASTM 2564. 1. PVC solvent cement shall have a VOC content of 490 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). 2. Adhesive primer shall have a VOC content of 550 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). 3. Solvent cement and adhesive primer shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small -Scale Environmental Chambers." 2.4 TRANSITION FITTINGS A. General Requirements: 1. Same size as pipes to be joined. 2. Pressure rating at least equal to pipes to be joined. 3. End connections compatible with pipes to be joined. B. Fitting-Type Transition Couplings: Manufactured piping coupling or specified piping system fitting. C. Plastic-to-Metal Transition Fittings: 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Charlotte Pipe and Foundry Company. b. Harvel Plastics, Inc. c. Spears Manufacturing Company. 2. Description: a. PVC one-piece fitting with manufacturer's Schedule 40 equivalent dimensions. b. One end with threaded brass insert and one solvent-cement-socket end. D. Plastic-to-Metal Transition Unions: 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Colonial Engineering, Inc. b. NIBCO Inc. c. Spears Manufacturing Company. Piping Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 22 11 16 - 3 2.5 DIELECTRIC FITTINGS A. Dielectric Unions: 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Capitol Manufacturing Company; member of the Phoenix Forge Group. b. Central Plastics Company. c. Hart Industries International, Inc. d. Jomar International. e. Matco-Norca. f. McDonald, A. Y. Mfg. Co. g. Watts; a division of Watts Water Technologies, Inc. h. Wilkins; a Zurn company. 2. Standard: ASSE 1079. 3. Pressure Rating: 150 psig. 4. End Connections: Solder-joint copper alloy and threaded ferrous. PART 3 - EXECUTION 3.1 EARTHWORK A. Comply with requirements in Section 312000 "Earth Moving" for excavating, trenching, and backfilling. 3.2 PIPING INSTALLATION A. Drawing plans, schematics, and diagrams indicate general location and arrangement of water piping. Indicated locations and arrangements are used to size pipe and calculate friction los s, expansion, and other design considerations. Install piping as indicated unless deviations to layout are approved on coordination drawings. B. Install water piping level without pitch and plumb. C. Install piping indicated to be exposed and piping in equipment rooms and service areas at right angles or parallel to building walls. Diagonal runs are prohibited unless specifically indicated otherwise. D. Install piping to permit valve servicing. E. Install nipples, unions, special fittings, and valves with pressure ratings the same as or higher than the system pressure rating used in applications below unless otherwise indicated. F. Install piping free of sags and bends. G. Install fittings for changes in direction and branch connections. Piping Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 22 11 16 - 4 H. Install sleeves for piping penetrations of walls, ceilings, and floors. I. Install sleeve seals for piping penetrations of concrete walls and slabs. J. Install escutcheons for piping penetrations of walls, ceilings, and floors. 3.3 JOINT CONSTRUCTION A. Joint Construction for Solvent-Cemented Plastic Piping: Clean and dry joining surfaces. Join pipe and fittings according to the following: 1. Comply with ASTM F 402 for safe-handling practice of cleaners, primers, and solvent cements. Apply primer. 2. PVC Piping: Join according to ASTM D 2846/D 2846M Appendix. 3.4 HANGER AND SUPPORT INSTALLATION A. Comply with requirements for pipe hanger, support products, and installation in Section 220529 "Hangers and Supports for Plumbing Piping and Equipment." 1. Vertical Piping: MSS Type 8 or 42, clamps. 2. Individual, Straight, Horizontal Piping Runs: a. 100 Feet (30 m) and Less: MSS Type 1, adjustable, steel clevis hangers. B. Support vertical piping and tubing at base and at each floor. C. Rod diameter may be reduced one size for double-rod hangers, to a minimum of 3/8 inch (10 mm). D. Install supports for vertical PVC piping every 60 inches for NPS 1 and smaller, and every 72 inches for NPS 1-1/4 and larger. E. Support piping and tubing not listed in this article according to MSS SP-69 and manufacturer's written instructions. 3.5 CONNECTIONS A. Drawings indicate general arrangement of piping, fittings, and specialties. B. When installing piping adjacent to equipment and machines, al low space for service and maintenance. C. Connect water piping to exterior water-service piping. Use transition fitting to join dissimilar piping materials. 3.6 FIELD QUALITY CONTROL A. Perform the following tests and inspections: Piping Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 22 11 16 - 5 1. Piping Inspections: a. Do not enclose, cover, or put piping into operation until it has been inspected and approved by authorities having jurisdiction. b. During installation, notify authorities having jurisdiction at least one day before inspection must be made. Perform tests specified below in presence of authorities having jurisdiction: 1) Roughing-in Inspection: Arrange for inspection of piping before concealing or closing in after roughing in and before setting fixtures. 2) Final Inspection: Arrange for authorities having jurisdiction to observe tests specified in "Piping Tests" Subparagraph below and to ensure compliance with requirements. c. Reinspection: If authorities having jurisdiction find that piping will not pass tests or inspections, make required corrections and arrange for reinspection. d. Reports: Prepare inspection reports and have them signed by authorities having jurisdiction. 3.7 ADJUSTING A. Perform the following adjustments before operation: 1. Close drain valves, hydrants, and hose bibbs. 2. Open shutoff valves to fully open position. 3. Open throttling valves to proper setting. 4. Adjust balancing valves in hot-water-circulation return piping to provide adequate flow. a. Manually adjust ball-type balancing valves in hot-water-circulation return piping to provide hot-water flow in each branch. b. Adjust calibrated balancing valves to flows indicated. 5. Remove plugs used during testing of piping and for temporary sealing of piping during installation. 6. Remove and clean strainer screens. Close drain valves and replace drain plugs. 7. Remove filter cartridges from housings and verify that cartridges are as specified for application where used and are clean and ready for use. 8. Check plumbing specialties and verify proper settings, adjustments, and operation. 3.8 CLEANING A. Clean and disinfect potable water piping as follows: 1. Purge new piping and parts of existing piping that have been altered, extended, or repaired before using. 2. Use purging and disinfecting procedures prescribed by authorities having jurisdiction; if methods are not prescribed, use procedures described in either AWWA C651 or AWWA C652 or follow procedures described below: a. Flush piping system with clean, potable water until dirty water does not appear at outlets. Piping Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 22 11 16 - 6 b. Repeat procedures if biological examination shows contamination. c. Submit water samples in sterile bottles to authorities having jurisdiction. B. Prepare and submit reports of purging and disinfecting activities. Include copies of water- sample approvals from authorities having jurisdiction. C. Clean interior of water piping system. Remove dirt and debris as work progresses. 3.9 PIPING SCHEDULE A. Transition and special fittings with pressure ratings at least equal to piping rating may be used in applications below unless otherwise indicated. B. Flanges and unions may be used for aboveground piping joints unless otherwise indicated. C. Fitting Option: Extruded-tee connections and brazed joints may be used on aboveground copper tubing. D. Aboveground water piping, NPS 2 and smaller, shall be one of the following: 1. PVC, Schedule 40; socket fittings; and solvent-cemented joints. 3.10 VALVE SCHEDULE A. Drawings indicate valve types to be used. Where specific valve types are not indicated, the following requirements apply: 1. Shutoff Duty: Use ball or gate valves for piping NPS 2 (DN 50) and smaller. END OF SECTION 22 11 16 Water Pumps Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 22 11 23 - 1 22 11 23 WATER PUMPS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Horizontally mounted, in-line, close-coupled centrifugal pumps. 2. Sump pumps. 3. End suction close-coupled centrifugal pumps. 1.3 DEFINITIONS A. Low Voltage: As defined in NFPA 70 for circuits and equipment operating at less than 50 V or for remote-control, signaling power-limited circuits. 1.4 SUBMITTALS A. Product Data: For each type of product indicated. Include materials of construction, rated capacities, certified performance curves with operating points plotted on curves, operating characteristics, electrical characteristics, and furnished specialties and accessories. B. Operation and Maintenance Data: For water pumps to include in operation and maintenance manuals. 1.5 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. B. UL Compliance: Comply with UL 778 for motor-operated water pumps. 1.6 DELIVERY, STORAGE, AND HANDLING A. Retain shipping flange protective covers and protective coatings during storage. B. Protect bearings and couplings against damage. Water Pumps Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 22 11 23 - 2 C. Comply with pump manufacturer's written rigging instructions for handling. 1.7 COORDINATION A. Coordinate sizes and locations of concrete bases with actual equipment provided. PART 2 - PRODUCTS 2.1 HORIZONTALLY MOUNTED, IN-LINE, CLOSE-COUPLED CENTRIFUGAL PUMPS A. Basis-of-Design Product: Subject to compliance with requirements, provide product indicated on Drawings or comparable product by one of the following: 1. TACO Incorporated. 2. Armstrong Pumps Inc. 3. Bell & Gossett Domestic Pump; ITT Corporation. 4. Marshall Engineered Products Co. 5. PACO Pumps; Grundfos Pumps Corporation, U.S.A. 6. Pentair Pump Group; Aurora Pump. B. Description: Factory-assembled and -tested, in-line, single-stage, close-coupled, overhung- impeller centrifugal pumps designed for installation with pump and motor shaft mounted horizontal. C. Pump Construction: 1. Casing: Radially split with threaded companion-flange connections for pumps with NPS 2 (DN 50) pipe connections and flanged connections for pumps with NPS 2-1/2 (DN 65) pipe connections. 2. Impeller: Statically and dynamically balanced, closed, and keyed to shaft. 3. Shaft and Shaft Sleeve: Steel shaft with deflector, with copper -alloy shaft sleeve. Include water slinger on shaft between motor and seal. 4. Seal: Mechanical, with carbon-steel rotating ring, stainless-steel spring, ceramic seat, and rubber bellows and gasket. 5. Bearings: Oil-lubricated; bronze-journal or ball type. 6. Shaft Coupling: Flexible, capable of absorbing torsional vibration and shaft misalignment. D. Motor: Single speed, with grease-lubricated ball bearings; and resiliently or rigidly mounted to pump casing. 2.2 SUMP PUMPS A. Basis-of-Design Product: Subject to compliance with requirements, provide product indicated on Drawings or comparable product by one of the following: 1. TACO Incorporated. 2. Armstrong Pumps Inc. 3. Bell & Gossett Domestic Pump; ITT Corporation. 4. Marshall Engineered Products Co. Water Pumps Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 22 11 23 - 3 5. PACO Pumps; Grundfos Pumps Corporation, U.S.A. 6. Pentair Pump Group; Aurora Pump. B. Description: Factory-assembled and -tested, in-line, single-stage, close-coupled, overhung- impeller centrifugal pumps designed for installation with pump and motor shaft mounted horizontal. C. Pump Construction: 1. Casing: Radially split with threaded companion-flange connections for pumps with NPS 2 (DN 50) pipe connections and flanged connections for pumps with NPS 2-1/2 (DN 65) pipe connections. 2. Impeller: Statically and dynamically balanced, closed, and keyed to shaft. 3. Shaft and Shaft Sleeve: Steel shaft with deflector, with copper -alloy shaft sleeve. Include water slinger on shaft between motor and seal. 4. Seal: Mechanical, with carbon-steel rotating ring, stainless-steel spring, ceramic seat, and rubber bellows and gasket. 5. Bearings: Oil-lubricated; bronze-journal or ball type. 6. Shaft Coupling: Flexible, capable of absorbing torsional vibration and shaft misalignment. D. Motor: Single speed, with grease-lubricated ball bearings; and resiliently or rigidly mounted to pump casing. 2.3 END SUCTION CLOSE-COUPLED CENTRIFUGAL PUMPS A. Basis-of-Design Product: Subject to compliance with requirements, provide product indicated on Drawings or comparable product by one of the following: 1. Goulds. 2. Armstrong Pumps Inc. 3. Bell & Gossett Domestic Pump; ITT Corporation. 4. TACO Incorporated. 5. PACO Pumps; Grundfos Pumps Corporation, U.S.A. 6. Pentair Pump Group; Aurora Pump. B. Description: Factory-assembled and -tested, in-line, single-stage, close-coupled, overhung- impeller centrifugal pumps designed for installation with pump and motor shaft mounted horizontal. C. Pump Construction: 1. Casing: Radially split with threaded companion-flange connections for pumps with NPS 2 (DN 50) pipe connections and flanged connections for pumps with NPS 2-1/2 (DN 65) pipe connections. 2. Impeller: Statically and dynamically balanced, closed, and keyed to shaft. 3. Shaft and Shaft Sleeve: Steel shaft with deflector, with copper -alloy shaft sleeve. Include water slinger on shaft between motor and seal. 4. Seal: Mechanical, with carbon-steel rotating ring, stainless-steel spring, ceramic seat, and rubber bellows and gasket. 5. Bearings: Oil-lubricated; bronze-journal or ball type. 6. Shaft Coupling: Flexible, capable of absorbing torsional vibration and shaft misalignment. Water Pumps Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 22 11 23 - 4 D. Motor: Single speed, with grease-lubricated ball bearings; and resiliently or rigidly mounted to pump casing. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine roughing-in of water-piping system to verify actual locations of connections before pump installation. 3.2 PUMP INSTALLATION A. Pump Mounting: Install horizontally mounted, in-line, close-coupled centrifugal pumps with cast-iron base mounted on concrete base using elastomeric pads. 1. Minimum Deflection: 1/4 inch (6 mm). 2. Install dowel rods to connect concrete base to concrete floor. Unless otherwise indicated, install dowel rods on 18-inch (450-mm) centers around the full perimeter of concrete base. 3. For supported equipment, install epoxy-coated anchor bolts that extend through concrete base and anchor into structural concrete floor. 4. Place and secure anchorage devices. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded. 5. Install anchor bolts to elevations required for proper attachment to supported equipment. B. Install pressure switches in water supply piping. 3.3 CONNECTIONS A. Comply with requirements for piping specified in Division 22 Section "Water Piping." Drawings indicate general arrangement of piping, fittings, and specialties. B. Install piping adjacent to pumps to allow service and maintenance. C. Connect water piping to pumps. Install suction and discharge piping equal to or greater than size of pump nozzles. 1. Install flexible connectors adjacent to pumps in suction and discharge piping of the following pumps: a. Horizontally mounted, in-line, close-coupled centrifugal pumps. 2. Install shutoff valve and strainer on suction side of each pump, and check, shutoff, and throttling valves on discharge side of each pump. Install valves same size as connected piping. 3. Install pressure gage at suction of each pump and pressure gage at discharge of each pump. Install at integral pressure-gage tappings where provided or install pressure-gage connectors in suction and discharge piping around pumps. D. Comply with Division 26 Sections for electrical connections, and wiring methods. Water Pumps Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 22 11 23 - 5 3.4 STARTUP SERVICE A. Engage a factory-authorized service representative to perform startup service. 1. Complete installation and startup checks according to manuf acturer's written instructions. 2. Check piping connections for tightness. 3. Clean strainers on suction piping. 4. Perform the following startup checks for each pump before starting: a. Verify bearing lubrication. b. Verify that pump is free to rotate by hand and that pump for handling hot liquid is free to rotate with pump hot and cold. If pump is bound or drags, do not operate until cause of trouble is determined and corrected. c. Verify that pump is rotating in the correct direction. 5. Prime pump by opening suction valves and closing drains, and prepare pump for operation. 6. Start motor. 7. Open discharge valve slowly. 8. Adjust temperature settings on thermostats. 9. Adjust timer settings. 3.5 ADJUSTING A. Adjust water pumps to function smoothly, and lubricate as recommended by manufacturer. B. Adjust initial temperature set points. C. Set field-adjustable switches and circuit-breaker trip ranges as indicated. END OF SECTION 22 11 23 Electrical Testing 26 01 26 - 1 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 26 01 26 ELECTRICAL TESTING 1.00 GENERAL 1.01 WORK INCLUDED Furnish labor, material, equipment and incidentals of a NETA certified independent testing agency. Testing shall be inclusive of low voltage equipment including conductors. Testing shall include all relay protective schemes and operation of the low voltage equipment. 1.02 QUALITY ASSURANCE Independent testing agency shall be NETA certified. 1.03 SUBMITTALS Submittals shall include: A. EQUIPMENT INSTALLATION REPORT A written report shall be submitted by the testing agency performing installation checks, operation and testing of the medium voltage equipment. This report shall certify that 1) the equipment has been properly installed, 2) is in accurate alignment, 3) meets the acceptance testing specifications of NETA and the equipment manufacturer, and 4) NETA certification of the testing agency. 1.04 STANDARDS The applicable provisions of the following standards shall apply as if written here in their entirety: American National Standards Institute (ANSI) American Standards for Testing and Materials (ASTM) Institute of Electrical and Electronic Engineers (IEEE) National Electrical Manufacturers Association (NEMA) International Electrical Testing Association (NETA) 2.00 EXECUTION 2.01 GENERAL A. Perform all testing identified in the latest edition of NETA Standard for Accepting Testing Specifications B. All testing shall be witnessed by the Owner’s Representative. Types of equipment required to be tested by these specifications shall include but not be limited to the following: 1. Low voltage cables 2. Grounding 3. Surge arresters C. All testing shall be in accordance with the manufacturer’s recommendations for energization and start-up of the equipment. Electrical Testing 26 01 26 - 2 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A D. Testing shall include a complete functionality testing of electrical equipment under all the different operating parameters identified by the OWNER and ENGINEER. E. Testing shall be in accordance with NETA Standard for Acceptance Testing Specifications, latest edition. F. The following is a listing of the major equipment test to be performed. 1. Low Voltage Cables a. Insulation - resistance test. 2. Surge Arresters a. Doble Test END OF SECTION 26 01 26 Common Work Results For Electrical 26 05 00 - 1 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 26 05 00 COMMON WORK RESULTS FOR ELECTRICAL 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish labor, materials, equipment and incidentals necessary for complete and operational electrical systems, as specified herein. B. This Section, as well as Division 01, incorporate to all other Sections in Division 26, and shall be considered a part of each of those Sections as if written in their entirety. 1.02 QUALITY ASSURANCE A. Electrical Contractors’ Qualifications: Use adequate numbers of skilled workmen, trained and experienced in their crafts, and who are familiar with the specifications and methods of performing the work in this Division. B. Workmanship: Work shall be performed in accordance with quality, commercial practices. The appearance of finished work shall be of equal importance with its operation. Materials and equipment shall be installed based upon the actual dimensions and conditions at the project site. Locations for materials or equipment requiring an exact fit shall be field measured. Conduit and motors shall be isolated to avoid unacceptable noise levels from objectionable vibrations from all systems. 1.03 SUBMITTALS A. Submittals shall include: 1. Component catalog number and manufacturing data sheet, indicating pertinent data and identifying each component by the item number and nomenclature as specified. 2. Component drawings showing dimensions, mounting, and external connection details. 3. Complete control schematics and point to point wiring diagrams. 4. Unless other additional information is required by the detailed equipment specifications, the following information shall be included for motors: a. Motor identification number and nomenclature as specified. b. Make and motor type. c. Brake horsepower of the motor. d. Locked rotor current at full load. e. Motor efficiency at full load (three-phase motors only). f. Starting torque. g. Method of insulating and impregnating motor coils (three-phase only). h. Speed of the motor at full torque. i. Full load current. j. Service factor. Common Work Results For Electrical 26 05 00 - 2 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A k. Number of poles l. Motor temperature rise measured by resistance over 40 C ambient. 1.04 STANDARDS A. Electrical work shall be executed in accordance with local, State and national codes, ordinances and regulations which have jurisdiction or authority over the work. If the standards and codes conflict with each other, the most stringent shall apply. The applicable provisions of the following standard shall apply as if written here in their entirety: National Electrical Manufacturer Association (NEMA) American Society for Testing and Materials (ASTM) National Fire Protection Association (NFPA) National Electrical Safety Code (NESC) Institute of Electrical and Electronic Engineers (IEEE) National Electrical Code (NEC) Underwriters Laboratories (UL) American National Standards Institute (ANSI) Uniform Building Code (UBC) Occupational Safety and Health Administration (OSHA) Local Utility Companies Local Electrical Ordinance Rural Electrification Association (REA) Insulated Power Cable Engineers Association (IPCEA) National Electrical Contractors Association (NECA) Association Edison Illuminating Companies (AEIC) B. Electrical work shall be performed under the direct supervision of a Master Electrician who holds a valid license in the State of Texas. 1.05 DELIVERY AND STORAGE A. Follow the Manufacturer’s directions for the delivery, storage and handling of equipment and materials. Tightly cover equipment and materials and protect it from dirt, water, chemical or mechanical injury and theft. Damaged equipment shall not be acceptable. Upon installation, protect the materials until the work is completed and accepted by the Owner. 1.06 JOB CONDITIONS A. Permits, licenses and inspections shall be secured and paid for as required by law for the completion of the work. Certificates of approval shall be secured, paid for, and delivered to the Owner before receiving the final acceptance of the work. Common Work Results For Electrical 26 05 00 - 3 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A B. The location of materials, equipment, devices and appliances indicated are approximate and subject to revisions at the time the work is installed. The Contractor shall utilize approved manufacturer shop drawings for final layouts of equipment and raceways. Final location shall be as proposed by the Contractor and approved by the Engineer. C. Should project conditions require any rearrangement of work, or if equipment or accessories can be installed to a better advantage than the general arrangement of work on the plans, the Contractor shall before proceeding with the work prepare and submit plans of the proposed rearrangement for the Engineer’s review and approval. D. Motor Horsepower ratings identified are anticipated ratings. If the actual equipment is a different size, the contractor shall provide the appropriate wiring, conduit, over current protection, starters and accessories for a complete and working system at no cost to the owner. E. All enclosures for equipment unless specifically identified otherwise shall be NEMA 4X, 304 Stainless Steel for exterior installations, NEMA 1 for indoor enclosures. 2.00 EXECUTION 2.01 INSTALLATION A. Maintain the waterproof integrity of conduit penetrations through the roof, exterior walls and floors. B. Submit location drawings and obtain Engineer approval prior to installing conduit penetrations through slabs, beams, and walls. The complete installation shall be watertight and the fire rating of penetrations through walls, floors and ceilings shall be maintained. C. Install steel reinforced concrete foundations, (housekeeping pads), below floor mounted switchboards, panelboards, motor control centers, transformers, and other floor mounted electrical equipment. Concrete foundations shall not be less than 4 inches high. Neatly chamfer top edges. Concrete foundations shall be 6 inches wider and 6 inches longer than the base of the equipment being installed. Concrete shall be in accordance with Division 03, and shall be reinforced with a minimum of 6-by-6-inch #6 welded wire mesh. 2.02 CUTTING AND PATCHING A. Provide adequate support during cutting operations to prevent any damage to the affected masonry. Where openings are cut through masonry walls, provide lintels or structural supports to protect the remaining masonry. The cutting of structural members shall not be permitted without the specific written approval of the Engineer. 2.03 PAINTING A. Painting shall be in accordance with Division 09. Maintain the original factory finish on material and equipment installed, unless specifically indicated on the plans or specifications. If the finish is marred in transit or during installation, re-finish to a neat, workmanlike appearance. Leave equipment and raceway systems clean and free of grease, dirt, rust, and in a suitable condition for painting. Common Work Results For Electrical 26 05 00 - 4 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 2.04 EXCAVATION, TRENCHING, BACKFILLING AND GRADING A. Prior to any excavation or trenching, notify the Owner’s representative, utility companies and Owner’s facilities department. Allow sufficient time for utilities to be located prior to excavation to avoid disruption of services. Provide a minimum of 72 hours written notice to the Owner prior to trenching or excavation. Do not proceed with trenching or excavation until authorized by the Owner. Utilities or services which are damaged, which are identified prior to excavation or trenching, or where confirmation by utility companies has not been obtained verifying that utilities are marked, shall be repaired to operable condition immediately, at no cost to the Owner. B. Barricade open trenches and excavations for the entire duration of the project. Barricades for excavations shall have warning lights maintained during hours of darkness. Trenches shall be marked with warning tape, or access to trenches shall be prohibited with readily identifiable sawhorses, warning tape or other acceptable means. Barriers shall be illuminated or recognizable during hours of darkness. Barriers and tape shall be properly maintained at all times. C. Protect all adjacent work, structures and properties. Damage to adjacent work, structures or properties shall be repaired, or the cost of repair reimbursed in full. D. All construction areas shall be finally graded as indicated on the contract documents or to the conditions of the site prior to construction. Grading shall bring the site back to the existing conditions as close as practical. Turfed areas shall be sodded, or hydro-mulched with matching turf. Landscaping shall be replaced with identical shrubbery, ground cover, or plants as existed. The Contractor shall be responsible for maintaining water on new turf and landscaping until established. If new turf and landscaping is impractical due to weather conditions, contractor shall provide satisfactory arrangements to have turf and landscaping furnished and installed at the earliest opportunity thereafter. Provide a 90-day warranty on new turn and landscaping. E. Determine if irrigation systems exist prior to trenching and excavation. Obtain record or as- built drawings and locate control wiring and pressure main branches and devices. Determine by actual operation that systems are functional and repair or replace damaged systems to their original condition prior to beginning construction. 2.05 ELECTRICAL EQUIPMENT IDENTIFICATION A. The identification of electrical equipment shall be in accordance with Section 26 05 53 “Identification for Electrical Equipment.” Identify electrical equipment in accordance with the NEC, the local authorities, and as specified. B. Use laminated three-ply engraved plastic nameplates with black surface and white interior core, at least 1/16 inch thick. Engraved lettering shall be condensed gothic at least 1/4 inch high and properly spaced for legible and easy reading. Attach plates to equipment with stainless steel screws. Adhesive attachment is only acceptable on NEMA 4X enclosures. Identify the following items with engraved nameplates, located as follows: 1. Each switch/fuse unit or circuit breaker in each main panel and each distribution panel - adjacent to switch/fuse unit or circuit. 2. Spares shall be labeled “Spare”. Common Work Results For Electrical 26 05 00 - 5 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 3. Each branch circuit panel - on panel trim cover immediately above panel door. 4. Each safety disconnect switch, relay cabinet, control panel - on outside of cover. 5. Each exhaust fan switch - custom engraved on outside of switch cover plate (high and low if required). 6. Instrument transmitters and sensors. 7. Each motor starter - on outside cover. 8. Outside light switches - custom engraved on outside of switch cover plate. 9. Any switch for load that cannot be seen from the control point - custom engraved on outside of switch cover plate. C. Branch circuit panelboard directories shall be completely and properly typewritten. Cover with plastic and attach to the inside of the cabinet door. Spares shall be labeled as “Spare.” D. Refer to Section 26 05 19 “Low-Voltage Electrical Power Conductors and Cables” for conductor coding requirements. E. Install special custom engraved switch cover plates with engraving on the outside of the cover plate at outside light switches, and at any switch for equipment which is out of sight from the control point. F. Install same brand/manufacturer fittings throughout the project. Install UL listed products. Fasteners, anchor bolts, nuts, and washers shall be stainless steel. 2.06 LOCKING OF ELECTRICAL FACILITIES A. Install locks immediately upon the installation of the electrical facility. Provide padlocks for exterior electrical facilities subject to unauthorized entry. Furnish the Owner with two keys per lock up to a quantity of 10 keys. Furnish locks to match the Owner’s locking system. Key all locks alike. 2.07 ACCESS DOORS A. Wherever access is required in walls, ceilings, or soffits to concealed junction boxes, pull boxes or other electrical equipment, provide and install access doors. Install panels in locations approved by the Engineer. Paint as directed. 2.08 CLEAN AND ADJUST A. Remove shipping labels, dirt, paint, grease, and stains from equipment. Remove debris as it accumulates. Upon completion of work, clean electrical equipment and the entire electrical installation. 2.09 TESTING A. See each section for particular testing requirements for each type of equipment. END OF SECTION 26 05 00 Low Voltage Electrical Power Conductors and Cables 26 05 19 - 1 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish labor, materials, equipment and incidentals necessary to install 600-volt wires and cables. Electrical work shall be in accordance with Section 26 05 00 “Common Work Results for Electrical.” B. Work shall include building wire, cable, wiring connections and terminations, and modular wiring systems. 1.02 QUALITY ASSURANCE A. Testing: Megger test circuits for continuity and ground. Verify phasing at connection points. Torque test conductor connections and terminations to the Manufacturer’s recommended values. B. Testing Agency Qualifications: Member Company of NETA and/or NRTL C. Testing Agency’s Field Supervisor: Certified by NETA to supervise on-site testing 1.03 SUBMITTALS A. Submittals shall include: 1. Product Data for each type of product 2. Field Test / Quality Control Reports 3. Qualification Data for Testing Agency 1.04 STANDARDS A. The applicable provisions of the following standards shall apply as if written here in their entirety: 1. National Electrical Manufacturer Association (NEMA) Standards: NEMA WC-3 Rubber-Insulated Wire and Cable for the Transmission and Distribution of Electrical Energy NEMA WC-5 Thermoplastic-Insulated Wire and Cable for the Transmission and Distribution of Electrical Energy 1.05 DELIVERY AND STORAGE A. Deliver cable and wire to the project site in the original packages. Conductors with damaged insulation or exposed nylon jacketing shall not be permitted. 2.00 MANUFACTURED PRODUCTS 2.01 CONDUCTORS AND CABLES Low Voltage Electrical Power Conductors and Cables 26 05 19 - 2 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Alcan Products Corporation; Alcan Cable Division 2. Alpha Wire 3. Belden Inc. 4. Encore Wire Corporation 5. General Cable Technologies Corporation 6. Southwire Incorporated 7. Okonite Company B. Copper Conductors: Comply with NEMA WC 70/ICEA S-95-658. C. Conductor Insulation: Comply with NEMA WC 70/ICEA S-95-658 for Type THHN, Type THWN, and Type XHHW or as indicated on the drawings. D. Multiconductor Cable: Comply with NEMA WC 70/ICEA S-95-658 for Tray Cable, Type TC with ground wire. E. Conductors: Soft-drawn, annealed copper with a conductivity of not less than that of 98 percent pure copper bearing the U.L. label. The minimal size shall be #12. F. Single Conductors: Conductor with thermoplastic insulation rated at 600 volts and insulated with type THHN/THWN or XHHW insulation. Wire in light fixture channels and other special locations shall be as specifically noted for temperature in NEC Article 300. G. Ground Wire: Tinned, Class B stranded conductor without insulation H. Paired Shielded Cable: 18 gauge, 7/28 stranded, tinned copper conductors with 0.015-inch extruded PVC; 0.004-inch nylon insulation twisted into pairs, stranded into a core and enclosed by a non-hygroscopic core tape, 100 percent coverage, helically wound, aluminum foil shield, drain wire, and 0.045-inch minimum extruded PVC jacket. Pairs shall be black/red or black/white numbered. Cables shall be 600 volts in accordance with NEC-725 and IEEE 383. I. Triad Shielded Cable (RTD Cable): RTD cable shall have the following characteristics: 1. Eight triads each with three 18 AWG conductors 2. Triads shall each have individual shield and overall shield. 3. Each conductor insulated for 600 V and entire cable rated for 90 C. Primary Insulation 15 mils nominal; PVC; 4 mils nylon Number of Conductors 3 Color Code Black and white and red Group Identification Each triad numbered Low Voltage Electrical Power Conductors and Cables 26 05 19 - 3 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A Pair Shield 100% coverage; .35 mil aluminum x .5 mil Mylar tape and 20 gauge 7 strand tinned copper drain wire; shield tape to be applied to give a total shield isolation from all other triad shields. Cable Shield 100% coverage; 2.35 mil aluminum Mylar tape shield and an 18 gauge 7 strand tinned copper drain wire. Jacket Black 90 C FR PVC 2.02 CONNECTORS AND SPLICES A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into Work include, but are not limited to, the following: 1. AFC Cable Systems, Inc. 2. Gardner Bender 3. Hubbell Power Systems, Inc. 4. Ideal Industries, Inc. 5. Ilsco; a branch of Bardes Corporation 6. NSi Industries LLC 7. O-Z/Gedney; a brand of the EGS Electrical Group 8. 3M; Electrical Markets Division 9. Tyco Electronics / Raychem (Preferred) B. Description: Factory-fabricated connectors and splices of size, Ampacity rating, material, type and class for application and service indicated. 2.03 SYSTEM DESCRIPTION A. Electrical Components, Devices and Accessories: Listed and labeled as defined in NFPA 70 by a qualified testing agency and marked for intended location and application. B. Comply with NFPA 70. 3.00 EXECUTION 3.01 PREPARATION A. Completely swab raceway system before installing conductors. Do not use cleaning agents and lubricants which have a deleterious effect on the conductors or their insulation. 3.02 CONDUCTOR MATERIAL APPLICATIONS A. Feeders: Stranded Copper B. Branch Circuits: Stranded Copper Low Voltage Electrical Power Conductors and Cables 26 05 19 - 4 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 3.03 CONDUCTOR INSULATION AND MULTICONDUCTOR CABLE APPLICATIONS AND WIRING METHODS A. Service Entrance: Type XHHW single conductors in raceway B. Exposed Feeders: Type XHHW single conductors in raceway C. Feeders Concealed in Ceilings, Walls, Partitions and Crawlspaces: Type XHHW single conductors in raceway D. Feeders Concealed in Concrete, below Slabs-on-Grade and Underground: Type XHHW single conductors in raceway E. Exposed Branch Circuits: Type XHHW single conductors in raceway F. Branch Circuits Concealed in Concrete, below Slabs-on-Grade and Underground: Type XHHW single conductors in raceway 3.04 INSTALLATION A. General: 1. Unless necessary for pulling purposes, conductors shall be continuous from terminal block to terminal block without splice. Condulet type fittings shall not contain splices. No splicing of conductors shall be performed in any below ground structure. 2. Splice only in junction or outlet boxes. Neatly train wiring inside boxes, equipment and panelboards. Pull conductors into a raceway at the same time and use U.L. listed, wire pulling lubricant for pulling No. 4 AWG and larger wire. Install raceway first as a complete system without conductors. Do not install pull wires and conductors until the raceway system is in place. 3. Circuits shall be tagged at terminations (both ends), in pull boxes, cabinets, and enclosures as follows: a. Tags relying on adhesives or taped-on markers are not acceptable. b. Provide conductor tags for conductors No. 10 AWG and below with legible permanent sleeve of yellow or white PVC with machine printed black marking, Raychem TMS sleeves or approved equal. c. Provide tags for cables and for conductors No. 8 AWG and larger consisting of permanent nylon marker plates with legible designations hot stamped on the plate. Attach these marker plates to conductors and cables with plastic wire wraps. Tags shall be Raychem TMS-CM cable markers or approved equal. d. Tags shall be imprinted with panelboard and panelboard position number (e.g. LA3- 23) for conductors fed from panelboards. Other conductors shall have tags imprinted with the MCC which feeds the conductors (e.g. MCC 1). e. Switchlegs shall have the designation described above on their tags, plus an “S” suffix. Travelers shall have the designation described above on their tags, plus a “T” suffix. Low Voltage Electrical Power Conductors and Cables 26 05 19 - 5 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A f. Where more than one neutral is present with a group of conductors, a tag shall be applied to each neutral indicating which phase conductors are served by each neutral (e.g. HA-2, 4, 6). 4. Wire other than telephone station wire shall be stranded. The minimum size conductor permitted is #12 AWG, except as specifically indicated on the plans. Wire shall bear the approval of Underwriters Laboratories, Inc. Conductors terminated on a screw termination shall have a crimp on type spade connector applied on the wire end, Panduit PanTerm or approved equal. 5. Color coding of cables shall comply with the local city codes. In the absence of a local color coding requirement, the following shall be used: a. For 480/277-V, 3-phase wiring: Phase A Brown Phase B Orange Phase C Yellow Neutral Gray Equipment Grounding Conductor Green b. For 208/120 or 240/120-V, 3-phase wiring: Phase A Black Phase B Red Phase C Blue Neutral White Equipment Grounding Conductor Green c. For 240/120-V, 1-phase wiring: Leg A Black Leg B Red Neutral White Equipment Grounding Conductor Green 6. Colored, vinyl marking tape shall be allowed only on conductors greater than 8 AWG. Under no condition shall conductors of a different color be spliced together. 7. Grouping conductors together into one conduit shall not be allowed where the plans indicate the conductors to be placed in separate conduits. Each home run shown on the plans shall be in its own conduit. B. Single Conductors: Conductors shall be continuous from outlet to outlet and no splices shall be made except at outlets. Sufficient wire shall be left at outlets to make connections to equipment without straining. Low Voltage Electrical Power Conductors and Cables 26 05 19 - 6 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A C. Paired Shielded and Triad Shielded Cable: Ground paired shielded and triad shielded cables at the instrument panel end only and insulate from ground elsewhere. The shield shall be continuous for the entire run. The paired shielded and triad shielded cable shall not be laced with or placed in the same conduit with power cables. Each termination of paired shielded or triad shielded cable shall be coated with silicone jelly after termination. The shield of pair shielded cable and triad shielded cable shall only be broken when the conductors are terminated on terminal strips. D. Ground Conductors: 1. Conduits and other raceway shall contain an equipment grounding conductor whether the raceway is metallic or not. Conduits, motors, cabinets, outlets, and other equipment shall be properly grounded in accordance with National Electric Code requirements. Where ground wire is exposed to mechanical damage, install wire in rigid aluminum conduit. Make connections to equipment with solderless connections. Wire connections to the ground rods of the ground mat shall be of the fused type equal to the Cadweld process. 2. Ground metallic material, including but not limited to metallic raceway, metallic boxes and metallic enclosures. Where metallic material is not connected by raceway to a solid ground, connect the metallic material to the largest equipment grounding conductor which it houses. Clean the metal surface under the grounding lug to bright metal. Connections to motors shall be to the grounding stud which shall be threaded into the stationary frame; Burndy KC Servit, or approved equal and not an end bell. The ground wire shall not be lugged to a mounting bolt. 3. Ground wire shall be uninsulated tinned copper sized as shown on the plans in all cases where a single ground wire is indicated to be installed in a conduit with no other conductors in the conduit, or where the ground wire is directly buried in earth or concrete. In all other cases, insulate ground wire with insulation as specified for low voltage wire. END OF SECTION 26 05 19 Wire Connections and Devices 26 05 19.01 - 1 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 26 05 19.01 WIRE CONNECTIONS AND DEVICES 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish labor, materials, equipment and incidentals necessary to install wire connections and devices. Electrical work shall be in accordance with Section 26 05 00 “Common Work Results for Electrical.” 1.02 QUALITY ASSURANCE A. Acceptable Manufacturers: 1. 600-volt connectors shall comply with the specifications and the following Manufacturers will be acceptable: a. Burndy. b. Thomas & Betts. c. Ideal Industries. d. Ilsco e. Gould Shawmut f. Allen Bradley g. Minnesota Mining and Manufacturing. 1.03 SUBMITTALS A. Submittals shall include all applicable wire connectors and devices. 2.00 PRODUCTS 2.01 MANUFACTURED PRODUCTS A. Connectors, Compression: For splicing and termination; 600-volt wiring; connectors for cable sizes 250 MCM and larger shall be the long barrel type for double indentation (soldered connections shall not be permitted). B. Connectors, 600-Volt Twist-On: Spring insulated, properly sized and resistant to vibration; may be used for No. 14 through No. 10 gauge conductors. C. Connectors, 600-Volt Terminal: Of the appropriate hole sizes and spacing which are in accordance with NEMA standards; two holes in the tongue for use on conductor sizes 250 MCM or larger; not required for connections to the circuit breakers in the lighting and/or receptacle panels. D. 600-Volt Plastic Tape: Minnesota Mining & Manufacturing Company, No. 35. E. Wirenuts: Buchannan B-Cap, Ideal, ITT or Panduit spring wire connecting devices with plastic covering; shall be reusable after initial installation and removal. 3M Scotchloks shall not be installed on this project. Wire Connections and Devices 26 05 19.01 - 2 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A F. Mechanical Set Screw Connector: Blackburn HPS, ADR-ALCUL, GP or GT, Burndy or Ilsco; consisting of an aluminum body which has openings on opposite ends for insertion of the conductors. Conductors inserted into these holes shall each be clamped by two set screws. Connectors shall be suitable for use with copper conductors. G. Rubber Tape: Scotch 2210. H. Vinyl Tape: Scotch 88. I. Insulating Resin: Scotch 3576, 3577, or 3578. J. Power Distribution Blocks: Gould Shawmut, Ilsco or Allen Bradley; rated for 600 VAC and termination of copper conductors. Individual poles shall be constructed of tin plated aluminum and mounted on an insulating base. 3.00 EXECUTION 3.01 INSTALLATION A. Insulate connections made with non-insulated connectors with a minimum of three layers of plastic tape. Half-lap each layer. B. Splice conductors in junction boxes or at outlets only. C. For No. 10 and smaller, connect conductors with a twist-on spring wirenut. If a splice or tap is below 3 feet above the final grade, fill the spring connectors with an electrical insulating resin so that conductor and spring materials are encapsulated by the resin. Conductor splices and taps inside the VFD’s shall be on the terminal strips or power distribution blocks. D. For No. 8 and larger, connect conductors with a mechanical, set screw type connector. Wrap splices and taps with a single half-lapped layer or rubber tape followed by successive layers of vinyl tape until a vinyl tape layer thickness of twice the original conductor insulation thickness is achieved. If splice or tap is below 3 feet above the finished grade, the tape or splice shall have a final outer coating or insulating resin. E. Furnish and install power distribution blocks as shown on the plans for tapping conductors at their load connection point with conductors of smaller size. Install power distribution blocks with the number of poles and sizes needed for connecting the phase, neutral, and ground conductors. F. Pair shielded cable shield and triad shielded cable (RTD cable) shield shall be broken at terminal strips only. END OF SECTION 26 05 19.01 Grounding and Bonding For Electrical Systems 26 05 26 - 1 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish labor, materials, equipment and incidentals necessary to install a complete grounding system in strict accordance with Article 250 of the National Electrical Code (NEC) as shown on the drawings or as specified herein. Electrical work shall be in accordance with Section 26 05 00 “Common Work Results for Electrical.” 1.02 SUBMITTALS A. Submittal shall include: 1. Grounding materials, equipment and processes. 2. Product Data: For each type of product supplied. 3. Field quality-control test reports. 4. Grounding arrangements and connections for separately derived systems. 5. Grounding for sensitive electronic equipment. 1.03 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Comply with UL 467 for grounding and bonding materials and equipment. C. Testing Agency Qualifications: Member Company of NETA or an NRTL. 1. Testing Agency’s Field Supervisor: Currently certified by NETA to supervise on-site testing. 1.04 JOB CONDITIONS A. Measure the ground grid resistance with the earth test megger and install additional ground rods and conductors as required until the resistance to the ground conforms to National Electrical Code requirements. Ground resistance measurement shall not exceed 5 ohms. 2.00 PRODUCTS 2.01 MATERIALS A. Ground Rods: Copper-clad, having a diameter of 3/4 inch and a minimum length of 10 feet. B. Ground Cables: Stranded, bare tinned copper of 98 percent conductivity and as specified in Section 26 05 19 “Low-Voltage Electrical Power Conductors and Cables.” C. Conduit Ground Fittings: Fittings for bonding ground cable to the conduit shall be FCI Burndy Corp., type NE or Thomas & Betts No. 3951 series or approved equal. Grounding and Bonding For Electrical Systems 26 05 26 - 2 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A D. Ground Rod Boxes: Precast Box with cast iron lid. Lid shall read “ground rod” on lid. Brooks Precast Model. “3-RT” or approved equal. Ground rod boxes located in driveway areas shall have an AASHO H-20 rating. E. Ground Plate Electrodes: 20 gauge copper with terminated 2-foot welded pigtail connection. 2.02 PROCESSES A. All grounding system connections to building steel and ground rods shall be exothermically welded including all cable connections, and cable steel terminations. B. All materials involved must be from the same sources to insure compatibility. Connections made from this process shall meet the requirements of IEEE Standards 80 and 837 and as listed in MIL 419 and other standards, National Electrical Code, etc. C. All welding materials used shall be Cadweld Materials – as manufactured by ERICO Products, Inc., or approved equal. 2.03 GROUNDING SYSTEM A. Provide a grounding system that includes all connections and the testing of ground rods, ground cables, ground buses, conduits, fittings, anchor supports, thermite process materials and equipment and other materials required for a complete installation. 3.00 EXECUTION 3.01 INSTALLATION A. Conductor Terminations and Connections: 1. Pipe and Equipment Grounding Conductor Terminations: Bolted/clamp type connectors. 2. Underground Connections: Exothermically welded connectors, except at test wells and as otherwise indicated. 3. Connections to Ground Rods at Test Wells: Exothermically welded connectors. 4. Connections to Structural Steel: Exothermically welded connectors. B. Ground electrical work in accordance with NEC Article 250 and local codes. C. Install ground cables in conduits above grade or directly buried in earth to a depth of not less than 12 inches below grade. Installation to provide sufficient mechanical protection so as not to break ground cables or connections. D. Install ground cables continuously between connections. Splices shall not be permitted, except where indicated on the plans. Where ground cables pass through floor slabs, buildings, etc., and when not in metallic enclosures, provide a sleeve of approved, non- metallic materials. E. Install a green-colored, equipment grounding conductor in raceways. Size conductors in accordance with NEC Article 250. Grounding and Bonding For Electrical Systems 26 05 26 - 3 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A F. Where ground wire is directly buried in earth or concrete, use standard bare tinned copper cable, in all other cases install a green-colored insulation, equipment grounding conductor in accordance with Section 26 05 19 “Low-Voltage Electrical Power Conductors and Cables.” Size conductors in accordance with NEC Article 250. Provide grounding conductors as required per the NEC. G. Metal conduits stubbed up into panelboards or other electrical equipment shall be terminated with insulated grounding bushings and connected to the equipment ground bus. Size the grounding wire in accordance with applicable sections of the National Electrical Code. H. Bonding Straps and Jumpers: Install in locations accessible for inspection and maintenance, except where routed through short lengths of conduit. 1. Provide grounding and bonding jumpers as required per the NEC. 2. Bonding to Structure: Bond straps directly to basic structure, taking care not to penetrate any adjacent parts. 3. Bonding to Equipment Mounted on Vibration Isolation Hangers and Supports: Install so vibration is not transmitted to rigidly mounted equipment. 4. Use exothermic-welded connectors for outdoor locations, but if a disconnect-type connection is required, use a bolted clamp. I. Grounding and Bonding for Piping: 1. Metal Water Service Pipe: Install insulated copper grounding conductors, in conduit, from building’s main service equipment, or grounding bus, to main metal water service entrances to building. Connect grounding conductors to main metal water service pipes, using a bolted clamp connector or by bolting a lug-type connector to a pipe flange, using one of the lug bolts of the flange. Where a dielectric main water fitting is installed, connect grounding conductor on street side of fitting. Bond metal grounding conductor conduit or sleeve to conductor at each end. 2. Water Meter Piping: Use braided-type bonding jumpers to electrically bypass water meters. Connect to pipe with a bolted connector. 3. Bond each aboveground portion of gas piping system downstream from equipment shutoff valve. J. Bond metal air ducts to equipment grounding conductors of associated fans, blowers, electric heaters, and air cleaners. Install a copper bonding jumper to bond across flexible duct connections to achieve continuity. K. Liquid tight flexible metal conduit in sizes 1 foot to 1 foot-2 inches or larger shall have bonding jumpers. Bonding jumpers shall be external, run in parallel (not spiraled) and fastened with plastic tie wraps. L. All equipment enclosures, motor and transformer frames, conduit systems, cable armor, exposed structural steel and all other equipment and materials required by the NEC to be grounded, shall be grounded and bonded in accordance with the NEC. Provide grounding and bonding jumpers as required per the NEC. M. Ground transformer neutrals to the nearest available grounding electrode with a conductor sized in accordance with NEC Article 250. Grounding and Bonding For Electrical Systems 26 05 26 - 4 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A N. Run a grounding cable the full length of each cable tray section and bond to each cable tray section. Provide #4/0 bare copper in cable tray. O. Where exothermic bonding is used, molds shall be of the appropriate size for the wire and rod used. All bonds shall remain exposed for inspection of the Owner’s Representative. P. Ground rod shall be installed such that the top of the ground rod is 6 feet below grade and enclosed by a ground rod box. Q. Install #4/0 AWG bare tinned copper ground cable that follows the route of the underground duct banks on top of the duct bank envelop, but in no case is embedded in the concrete. Run ground through the manholes. Tie ground cable to pump station main grounding system at both ends. R. At each convenience outlet, install a grounding clip attached to the outlet box and leave a sufficient length of #12 wire with green-colored insulation to connect to the grounding terminal at the receptacle. 3.02 INSPECTION A. Inspect the grounding and bonding system conductors and connections for tightness and proper installation. B. Use Biddle Direct Reading Earth Resistance Tester or equivalent to measure resistance to ground of the system. Perform testing in accordance with the test instrument manufacturer’s recommendation using the fall of potential method in accordance with IEEE 81. C. All test equipment shall be provided under this section and approved by the Engineer. D. Resistance to ground testing shall be performed during dry season. Submit test results in the form of a graph showing the number of points measured (12 minimum) and the numerical resistance to ground. E. Testing shall be performed before energizing the distribution system. F. A separate test shall be conducted for each building or system. G. Notify the Engineer immediately if the resistance to ground for any building or system is greater than the following values: 1. Power and Lighting Equipment or System with Capacity of 500 kVA or less: 5 ohms. 2. Power and Lighting Equipment or System with Capacity of 500 to 1000 kVA: 5 ohms. 3. Power and Lighting Equipment or System with Capacity more than 1000 kVA: 3 ohms. 4. Power Distribution Units or Panelboards serving electronic equipment: 1 ohm. H. Excessive Ground Resistance: If resistance to ground exceeds specified values, notify Owner’s Representative promptly and include recommendations to reduce ground resistance. Provide additional ground rods and conductors as required to bring the resistance to required level. END OF SECTION 26 05 26 Hangers and Supports For Electrical Systems 26 05 29 - 1 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish labor, materials, equipment and incidentals necessary to install supporting devices. Electrical work shall be in accordance with Section 26 05 00 “Common Work Results for Electrical.” 1.02 QUALITY ASSURANCE A. Welding: Qualify procedures and personnel according to AWS D1.1/D1.1M, “Structural Welding Code – Steel”. B. Comply with NFPA 70. 1.03 COORDINATION A. Coordinate size and location of concrete bases. Cast anchor-bolt inserts into bases. Concrete, reinforcement and formwork requirements are specified together with Concrete Specifications. 1.04 SUBMITTALS A. Submittals shall include all applicable units, materials and appurtenances for the following: 1. Steel slotted support systems. B. Shop Drawings: Show fabrication and installation details and include calculations for the following: 1. Trapeze Hangers. Include Product Data for components. 2. Steel Slotted Channel Systems. Include Product Data for Components. 3. Equipment Supports. 2.00 PRODUCTS 2.01 SUPPORT, ANCHORAGE AND ATTACHMENT COMPONENTS A. Steel Slotted Support Systems: Comply with MFMA-4, factory fabricated components for field assembly. For this project, all steel supports shall be hot double dipped galvanized or aluminum materials where approved. 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Allied Tube & Conduit. b. Cooper B-Line, Inc.; a division of Cooper Industries. c. ERICO International Corporation. Hangers and Supports For Electrical Systems 26 05 29 - 2 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A d. GS Metals Corporation. e. Thomas & Betts Corporation. f. Unistrut; Tyco International, Ltd. (Preferred) g. Wesanco, Inc. 2. Metallic Coatings: Hot-dip galvanized after fabrication and applied according to MFMA- 4. 3. Nonmetallic Coatings: Manufacturer’s standard PVC, polyurethane or polyester coating applied according to MFMA-4. 4. Painted Coatings: Manufacturer’s standard painted coating applied according to MFMA-4. 5. Channel Dimensions: Selected for applicable load criteria. B. Raceway and Cable Supports: As described in NECA 1 and NECA 101. C. Conduit and Cable Support Devices: Steel and malleable-iron hangers, clamps and associated fittings designed for types and sizes of raceway or cable to be supported. D. Structural Steel for Fabricated Supports and Restraints: ASTM A 36A 36M, steel plates, shapes and bars; black and galvanized. E. Mounting, Anchoring and Attachment Components: Items for fastening electrical items or their supports to building surfaces include the following: 1. Powder Actuated Fasteners: Threaded-steel stud, for use in hardened Portland cement concrete, steel or wood with tension, shear and pullout capacities appropriate for supported loads and building materials where used. Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Hilti Inc. (Preferred) b. ITW Ramset/Red Head; a division of Illinois Tool Works, Inc. c. MKT Fastening, LLC. d. Simpson Strong-Tie Co., Inc.; Masterset Fastening Systems Unit. 2. Mechanical Expansion Anchors: Insert-wedge-type, 316 stainless steel for use in hardened Portland cement concrete with tension, shear and pullout capacities appropriate for supported loads and building materials where used. Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Cooper B-Line, Inc.; a division of Cooper Industries. b. Empire Tool and Manufacturing Co., Inc. c. Hilti Inc. (Preferred) d. ITW Ramset/Red Head; a division of Illinois Tool Works, Inc. e. MKT Fastening, LLC. Hangers and Supports For Electrical Systems 26 05 29 - 3 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 3. Concrete Inserts: Steel or malleable-iron, slotted support system units similar to MSS Type 18; complying with MFMA-4 or MSS SP-58. 4. Clamps for Attachment to Steel Structural Elements: MSS SP-58, type suitable for attached structural element. 5. Through Bolts: Structural type, hex head and high strength. Comply with ASTM A 325. 6. Toggle Bolts: All-steel springhead type. 7. Hanger Rods: Threaded galvanized steel. 2.02 FABRICATED METAL EQUIPMENT SUPPORT ASSEMBLIES A. Description: Welded or bolted, structural steel shapes, shop or field fabricated to fit dimensions and bare weight of supported equipment. 3.00 EXECUTION 3.01 APPLICATION A. Comply with NECA 1 and NECA 101 for application of hangers and supports for electrical equipment and systems except if requirements in this Section are stricter. B. Maximum Support Spacing and Minimum Hanger Rod Size for Raceway: Space supports for RMC as scheduled in NECA 1, where its Table 1 lists maximum spacing less than stated in NFPA 70. Minimum rod size shall ¼ Inch in diameter. C. Multiple Raceways or Cables: Install trapeze-type supports fabricated with steel slotted support system, sized so capacity can be increased by at least 25 percent in future without exceeding specified design load limits. Secure raceways and cables to these supports with single-bolt conduit clamps or single bolt conduit clamps using spring friction action for retention in support channel. D. Spring-steel clamps designed for supporting single conduits without bolts may be used for 1- 1/2 inch and smaller raceways serving branch circuits and communication systems above suspended ceilings and for fastening raceways to trapeze supports. 3.02 SUPPORT INSTALLATION A. Comply with NECA 1 and NECA 101 for installation requirements except as specified in the Article. B. Raceway Support Methods: In addition to methods described in NECA 1, RMC may be supported by openings through structure members, as permitted in NFPA 70. C. Strength of Support Assemblies: Where not indicated, select sizes of components so strength will be adequate to carry present and future static loads within specified loading limits. Minimum static design load used for strength determination shall be weight of supported components plus 200lb. D. Mounting and Anchorage of Surface Mounted Equipment Components: Anchor and fasten electrical items and their supports to building structural elements by the following methods unless otherwise indicated by code: Hangers and Supports For Electrical Systems 26 05 29 - 4 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 1. To Wood: Fasten with lag screws or through bolts. 2. To New Concrete: Bolt to concrete inserts. 3. To Masonry: Approved toggle-type bolts on hollow masonry units and expansion anchor fasteners on solid masonry units. 4. To Existing Concrete: Expansion anchor fasteners. 5. Instead of expansion anchors, powder-actuated driven threaded studs provided with lock washers and nuts may be used in existing standard weight concrete, 4 inches thick or greater. Do not use for anchorage to lightweight aggregate concrete or for slabs less than 4 inches thick. 6. To Steel: Beam clamps (MSS Type 19, 21, 23, 25 or 27) complying with MSS SP-69. 7. To Light Steel: Sheet metal screws. 8. Items Mounted on Hollow Walls and Nonstructural Building Surfaces: Mount cabinets, panelboards, disconnect switches, control enclosures, pull and junction boxes, transformers and other devices on slotted channel racks attached to substrate. E. Drill holes for expansion anchors in concrete at locations and to depths that avoid reinforcing bars. 3.03 INSTALLATION OF FABRICATED METAL SUPPORTS A. Cut, fit and place miscellaneous metal supports accurately in location, alignment and elevation to support and anchor electrical materials and equipment. B. Field Welding: Comply with AWS D1.1/D1.1M. 3.04 CONCRETE BASES A. Construct concrete bases of dimensions indicated but not less than 4 inches larger in both directions than the supported unit and so anchors will be a minimum of 10 bolt diameters from the edge of the concrete base. B. Use 3000-psi (20.7-MPa) 28-day compressive strength. Install concrete materials, reinforcement and placement requirements as per drawings and details. C. Anchoring Equipment to Concrete Base: 1. Place and secure anchorage devices. Use supported equipment manufacturer’s setting drawings, templates, diagrams, instructions and directions furnished with items to be embedded / mounted. 2. Install anchor bolts to elevations required for proper attachment to supported equipment. 3. Install anchor bolts in accordance with anchor bolt manufacturer’s written instructions. Hangers and Supports For Electrical Systems 26 05 29 - 5 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 3.05 PAINTING A. Touchup: Clean field welds and abraded areas of shop paint. Paint exposed areas immediately after erecting hangers and supports. Use same materials as used for shop painting. Comply with SSPC-PA 1 requirements for touching-up field painted surfaces. 1. Apply paint by brush or spray to provide a minimum dry film thickness of 2.0 mils. B. Galvanized Surfaces: Clean welds, bolted connections and abraded areas and apply galvanizing-repair paint to comply with ASTM A 780. END OF SECTION 26 05 29 Identification for Electrical Systems 26 05 53 - 1 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS 1.00 GENERAL 1.01 WORK INCLUDED A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Section Includes: 1. Identification for raceways. 2. Identification of power and control cables. 3. Identification for conductors. 4. Underground-line warning tape. 5. Warning labels and signs. 6. Instruction signs. 7. Equipment identification labels. 8. Miscellaneous identification products. 1.02 SUBMITTALS A. Product Data: For each electrical identification product indicated. 1.03 QUALITY ASSURANCE A. Comply with ANSI A13.1. B. Comply with NFPA 70. C. Comply with 29 CFR 1910.144 and 29 CFR 1910.145. D. Comply with ANSI Z535.4 for safety signs and labels. E. Adhesive-attached labeling materials, including label stocks, laminating adhesives, and inks used by label printers, are not acceptable. 2.00 PRODUCTS 2.01 POWER AND CONTROL CABLE IDENTIFICATION MATERIALS A. Circuits shall be tagged at terminations (both ends), in pull boxes, cabinets, and enclosures as follows: Identification for Electrical Systems 26 05 53 - 2 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 1. Tags relying on adhesives or tapes-on markers are not acceptable. 2. Provide conductor tags for conductors No. 10 AWG and below with legible permanent sleeve of yellow or white PVC with machine printed black marking, Raychem TMS sleeves or approved equal. 3. Provide tags for cables and for conductors No. 8 AVWG and larger consisting of perma- nent nylon marker plates with legible designations hot stamped on the plate. Attach these marker plates to conductors and cables with plastic wire wraps. Tags shall be Raychem TMS-CM cable markers or approved equal. 4. Tags shall be imprinted with panelboard and panelboard position number (e.g. LA3-23) for conductors fed from panelboards. Other conductors shall have tags imprinted with the MCC which feeds the conductors (e.g. MCC 1). 5. Switchlegs shall have the designation described above on their tags, plus an “S” suffix. Travelers shall have the designation described above on their tags, plus a “T” suffix. 6. Where more than one neutral is present with a group of conductors, a tag shall be ap- plied to each neutral indicating which phase conductors are served by each neutral (e.g. HA-2, 4, 6). 2.02 CONDUCTOR IDENTIFICATION MATERIALS A. Color-Coding Conductor Tape: Colored, self-adhesive vinyl tape not less than 3 mils thick by 1 to 2 inches wide. 2.03 UNDERGROUND-LINE WARNING TAPE A. Tape: 1. Recommended by manufacturer for the method of installation and suitable to identify and locate underground electrical and communications lines. 2. Printing on tape shall be permanent and shall not be damaged by burial operations. 3. Tape material and ink shall be chemically inert, and not subject to degrading when ex- posed to acids, alkalis, and other destructive substances commonly found in soils. B. Color and Printing: 1. Comply with ANSI Z535.1 through ANSI Z535.5. 2. Inscriptions for Red-Colored Tapes: ELECTRIC LINE 2.04 WARNING LABELS AND SIGNS A. Comply with NFPA 70 and 29 CFR 1910.145. B. Self-Adhesive Warning Labels: Factory-printed, multicolor, pressure-sensitive adhesive la- bels, configured for display on front cover, door, or other access to equipment unless oth- erwise indicated. C. Baked-Enamel Warning Signs: Identification for Electrical Systems 26 05 53 - 3 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 1. Preprinted aluminum signs, punched or drilled for fasteners, with colors, legend, and size required for application. 2. 1/4-inch grommets in corners for mounting. 3. Nominal size, 7 by 10 inches. D. Warning label and sign shall include, but are not limited to, the following legends: 1. Multiple Power Source Warning: "DANGER - ELECTRICAL SHOCK HAZARD - EQUIPMENT HAS MULTIPLE POWER SOURCES." 2. Workspace Clearance Warning: "WARNING - OSHA REGULATION - AREA IN FRONT OF ELECTRICAL EQUIPMENT MUST BE KEPT CLEAR FOR 36 INCHES." 2.05 EQUIPMENT IDENTIFICATION LABELS A. Engraved, Laminated Acrylic or Melamine Label: Punched or drilled for screw mounting. White letters on a dark-gray background. Minimum letter height shall be 3/8 inch. 3.00 EXECUTION 3.01 INSTALLATION A. Verify identity of each item before installing identification products. B. Location: Install identification materials and devices at locations for most convenient view- ing without interference with operation and maintenance of equipment. C. Apply identification devices to surfaces that require finish after completing finish work. D. Self-Adhesive Identification Products: Clean surfaces before application, using materials and methods recommended by manufacturer of identification device. E. Attach signs and plastic labels that are not self-adhesive type with stainless steel mechanical fasteners appropriate to the location and substrate. F. Underground-Line Warning Tape: During backfilling of trenches install continuous under- ground-line warning tape directly above line at 6 to 8 inches below finished grade. Use mul- tiple tapes where width of multiple lines installed in a common trench or concrete envelope exceeds 16 inches overall. G. Painted Identification: Comply with requirements in Division 09 painting Sections for sur- face preparation and paint application. 3.02 IDENTIFICATION SCHEDULE A. Power-Circuit Conductor Identification, 600 V or Less: For conductors in vaults, pull and junction boxes, manholes, and handholes, use color-coding conductor tape to identify the phase. Identification for Electrical Systems 26 05 53 - 4 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 1. Color-Coding for Phase Identification, 600 V or Less: Use colors listed below for un- grounded service, feeder, and branch-circuit conductors. a. Color shall be field applied for sizes larger than No. 8 AWG b. Colors for 208/120-V Circuits: 1) Phase A: Black. 2) Phase B: Red. 3) Phase C: Blue. 4) Neutral: White c. Colors for 480/277-V Circuits: 1) Phase A: Brown. 2) Phase B: Orange. 3) Phase C: Yellow. d. Field-Applied, Color-Coding Conductor Tape: Apply in half-lapped turns for a mini- mum distance of 6 inches from terminal points and in boxes where splices or taps are made. Apply last two turns of tape with no tension to prevent possible unwind- ing. Locate bands to avoid obscuring factory cable markings. B. Locations of Underground Lines: Identify with underground-line warning tape for power, lighting, communication, and control wiring and optical fiber cable. 1. Limit use of underground-line warning tape to direct-buried cables. 2. Install underground-line warning tape for both direct-buried cables and cables in race- way. C. Warning Labels for Indoor Cabinets, Boxes, and Enclosures for Power and Lighting: Self- adhesive warning labels 1. Comply with 29 CFR 1910.145. 2. Identify system voltage with black letters on an orange background. 3. Apply to exterior of door, cover, or other access. 4. For equipment with multiple power or control sources, apply to door or cover of equip- ment including, but not limited to, the following: a. Power transfer switches. b. Controls with external control power connections. D. Operating Instruction Signs: Install instruction signs to facilitate proper operation and maintenance of electrical systems and items to which they connect. Install instruction signs with approved legend where instructions are needed for system or equipment operation. E. Equipment Identification Labels: On each unit of equipment, install unique designation label that is consistent with wiring diagrams, schedules, and the Operation and Maintenance Manual. Apply labels to disconnect switches and protection equipment, central or master units, control panels, control stations, terminal cabinets, and racks of each system. Systems include power, lighting, control, communication, signal, monitoring, and alarm systems un- less equipment is provided with its own identification. Identification for Electrical Systems 26 05 53 - 5 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 1. Labeling Instructions: a. Indoor Equipment: stainless steel screws and nuts, engraved and laminated name- plates. Unless otherwise indicated, provide a single line of text with 1/2-inch high letters on 1-1/2-inch high label; where two lines of text are required, use labels 2 inches high. b. Outdoor Equipment: Engraved, laminated acrylic or melamine label c. Elevated Components: Increase sizes of labels and letters to those appropriate for viewing from the floor. d. Unless provided with self-adhesive means of attachment, fasten labels with appro- priate mechanical fasteners that do not change the NEMA or NRTL rating of the en- closure. 2. Equipment to Be Labeled: a. Panelboards: Typewritten directory of circuits in the location provided by panel- board manufacturer. Panelboard identification shall be laminated acrylic or mela- mine label and placed in a clear plastic sleeve. b. Enclosures and electrical cabinets. c. Switchgear. d. Switchboards. e. Transformers: Label that includes tag designation shown on Drawings for the trans- former, feeder, and panelboards or equipment supplied by the secondary. f. Motor-control centers. g. Enclosed switches. h. Enclosed circuit breakers. i. Enclosed controllers. j. Push-button stations. k. Contactors. l. Monitoring and control equipment. m. UPS equipment. n. Junction and Pull Boxes. END OF SECTION 26 05 53 Panelboards 26 24 16 - 1 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 26 24 16 PANELBOARDS 1.00 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.02 SUMMARY A. Section Includes: 1. Lighting and appliance branch-circuit panelboards. 2. Load centers. 1.03 DEFINITIONS A. SVR: Suppressed voltage rating. B. TVSS: Transient voltage surge suppressor. 1.04 ACTION SUBMITTALS A. Product Data: For each type of panelboard, switching and overcurrent protective device, transient voltage suppression device, accessory, and component indicated. Include dimensions and manufacturers' technical data on features, performance, electrical characteristics, ratings, and finishes. B. Shop Drawings: For each panelboard and related equipment. 1. Include dimensioned plans, elevations, sections, and details. Show tabulations of installed devices, equipment features, and ratings. 2. Detail enclosure types and details for types other than NEMA 250, Type 1. 3. Detail bus configuration, current, and voltage ratings. 4. Short-circuit current rating of panelboards and overcurrent protective devices. 5. Include evidence of NRTL listing for series rating of installed devices. 6. Detail features, characteristics, ratings, and factory settings of individual overcurrent protective devices and auxiliary components. 7. Include wiring diagrams for power, signal, and control wiring. 1.05 INFORMATIONAL SUBMITTALS A. Qualification Data: For qualified testing agency. B. Field Quality-Control Reports: 1. Test procedures used. Panelboards 26 24 16 - 2 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 2. Test results that comply with requirements. 3. Results of failed tests and corrective action taken to achieve test results that comply with requirements. C. Panelboard Schedules: For installation in panelboards. Submit final versions after load balancing. 1.06 CLOSEOUT SUBMITTALS A. Operation and Maintenance Data: For panelboards and components to include in emergency, operation, and maintenance manuals. In addition to items specified herein include the following: 1. Manufacturer's written instructions for testing and adjusting overcurrent protective devices. 2. Time-current curves, including selectable ranges for each type of overcurrent protective device that allows adjustments. 1.07 MAINTENANCE MATERIAL SUBMITTALS A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Keys: Two spares for each type of panelboard cabinet lock. 2. Circuit Breakers Including GFCI and Ground Fault Equipment Protection (GFEP) Types: Two spares for each panelboard. 3. Fuses for Fused Switches: Equal to 10 percent of quantity installed for each size and type, but no fewer than three of each size and type. 4. Fuses for Fused Power-Circuit Devices: Equal to 10 percent of quantity installed for each size and type, but no fewer than three of each size and type. 1.08 QUALITY ASSURANCE A. Testing Agency Qualifications: Member company of NETA or an NRTL. 1. Testing Agency's Field Supervisor: Currently certified by NETA to supervise on-site testing. B. Source Limitations: Obtain panelboards, overcurrent protective devices, components, and accessories from single source from single manufacturer. C. Product Selection for Restricted Space: Drawings indicate maximum dimensions for panelboards including clearances between panelboards and adjacent surfaces and other items. Comply with indicated maximum dimensions. D. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. E. Comply with NEMA PB 1. F. Comply with NFPA 70. Panelboards 26 24 16 - 3 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 1.09 DELIVERY, STORAGE, AND HANDLING A. Remove loose packing and flammable materials from inside panelboards; install temporary electric heating (250 W per panelboard) to prevent condensation. B. Handle and prepare panelboards for installation according to NEMA PB 1. 1.10 PROJECT CONDITIONS A. Environmental Limitations: 1. Do not deliver or install panelboards until spaces are enclosed and weathertight, wet work in spaces is complete and dry, work above panelboards is complete. Rate equipment for continuous operation under the following conditions unless otherwise indicated: a. Ambient Temperature: Not exceeding 23 deg F (minus 5 deg C) to plus 104 deg F (plus 40 deg C). b. Altitude: Not exceeding 3300 feet (2000 m). B. Service Conditions: NEMA PB 1, usual service conditions, as follows: 1. Ambient temperatures within limits specified. 2. Altitude not exceeding 3300 feet (2000 m). C. Interruption of Existing Electric Service: Do not interrupt electric service to facilities occupied by NWSC or others unless permitted under the following conditions and then only after arranging to provide temporary electric service according to requirements indicated: 1. Notify NWSC no fewer than seven days in advance of proposed interruption of electric service. 2. Do not proceed with interruption of electric service without NWSC's written permission. 3. Comply with NFPA 70E. 1.11 COORDINATION A. Coordinate layout and installation of panelboards and components with other construction that penetrates walls or is supported by them, including electrical and other types of equipment, raceways, piping, encumbrances to workspace clearance requirements, and adjacent surfaces. Maintain required workspace clearances and required clearances for equipment access doors and panels. B. Coordinate sizes and locations of concrete bases with actual equipment provided. Cast anchor-bolt inserts into bases. Concrete, reinforcement, and formwork requirements are specified with concrete. 1.12 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace transient voltage suppression devices that fail in materials or workmanship within specified warranty period. 1. Warranty Period: Five years from date of Substantial Completion. Panelboards 26 24 16 - 4 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 2.00 PRODUCTS 2.01 GENERAL REQUIREMENTS FOR PANELBOARDS A. Enclosures: Surface-mounted cabinets. 1. Rated for environmental conditions at installed location. a. Indoor Dry and Clean Locations: NEMA 250, Type 1. b. Outdoor Locations: NEMA 250, Type 4X 316 grade SS. c. Corrosive Locations: NEMA 250, Type 4X, 316 grade SS. d. Indoor Locations Subject to Dust, Falling Dirt, and Dripping Noncorrosive Liquids: NEMA 250, Type 12. 2. Front: Secured to box with concealed trim clamps. For surface-mounted fronts, match box dimensions; for flush-mounted fronts, overlap box. 3. Hinged Front Cover: Entire front trim hinged to box and with standard door within hinged trim cover. 4. Skirt for Surface-Mounted Panelboards: Same gage and finish as panelboard front with flanges for attachment to panelboard, wall, and ceiling or floor. 5. Gutter Extension and Barrier: Same gage and finish as panelboard enclosure; integral with enclosure body. Arrange to isolate individual panel sections. 6. Finishes: a. Panels and Trim: Steel, factory finished immediately after cleaning and pretreating with manufacturer's standard two-coat, baked-on finish consisting of prime coat and thermosetting topcoat. b. Back Boxes: Same finish as panels and trim. c. Fungus Proofing: Permanent fungicidal treatment for overcurrent protective devices and other components. 7. Directory Card: Inside panelboard door, mounted in transparent card holder. Card to be type written with circuit service. Hand written legends are not allowed. B. Incoming Mains Location: Top and bottom. C. Phase, Neutral, and Ground Buses: 1. Material: Tin-plated aluminum. 2. Equipment Ground Bus: Adequate for feeder and branch-circuit equipment grounding conductors; bonded to box. 3. Isolated Ground Bus: Adequate for branch-circuit isolated ground conductors; insulated from box. 4. Extra-Capacity Neutral Bus: Neutral bus rated 200 percent of phase bus and UL listed as suitable for nonlinear loads. 5. Split Bus: Vertical buses divided into individual vertical sections. Panelboards 26 24 16 - 5 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A D. Conductor Connectors: Suitable for use with conductor material and sizes. 1. Material: Hard-drawn copper, 98 percent conductivity. 2. Main and Neutral Lugs: Mechanical type. 3. Ground Lugs and Bus-Configured Terminators: Mechanical type. 4. Feed-Through Lugs: Mechanical type, suitable for use with conductor material. Locate at opposite end of bus from incoming lugs or main device. 5. Extra-Capacity Neutral Lugs: Rated 200 percent of phase lugs mounted on extra-capacity neutral bus. E. Service Equipment Label: NRTL labeled for use as service equipment for panelboards or load centers with one or more main service disconnecting and overcurrent protective devices. F. Future Devices: Mounting brackets, bus connections, filler plates, and necessary appurtenances required for future installation of devices. G. Panelboard Short-Circuit Current Rating: Rated for series-connected system with integral or remote upstream overcurrent protective devices and labeled by an NRTL. Include size and type of allowable upstream and branch devices, listed and labeled for series-connected short-circuit rating by an NRTL. H. Panelboard Short-Circuit Current Rating: Fully rated to interrupt symmetrical short-circuit current available at terminals. 2.02 PERFORMANCE REQUIREMENTS A. Surge Suppression: Factory installed as an integral part of indicated panelboards, complying with UL 1449 SPD Type 1. 2.03 DISTRIBUTION PANELBOARDS A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Eaton Electrical Inc.; Cutler-Hammer Business Unit. 2. General Electric Company; GE Consumer & Industrial - Electrical Distribution. 3. Siemens Energy & Automation, Inc. 4. Square D; a brand of Schneider Electric. (Preferred) 5. Approved equal B. Panelboards: NEMA PB 1, power and feeder distribution type. C. Doors: Secured with vault-type latch with tumbler lock; keyed alike. 1. For doors more than 36 inches (914 mm) high, provide two latches, keyed alike. D. Mains: As indicated. E. Branch Overcurrent Protective Devices for Circuit-Breaker Frame Sizes 125 A and Smaller: Bolt-on circuit breakers. Panelboards 26 24 16 - 6 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A F. Branch Overcurrent Protective Devices for Circuit-Breaker Frame Sizes Larger Than 125 A: Bolt-on circuit breakers; plug-in circuit breakers where individual positive-locking device requires mechanical release for removal. 2.04 LIGHTING AND APPLIANCE BRANCH-CIRCUIT PANELBOARDS A. Manufacturers: Subject to compliance with requirements available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Eaton Electrical Inc.; Cutler-Hammer Business Unit. 2. General Electric Company; GE Consumer & Industrial - Electrical Distribution. 3. Siemens Energy & Automation, Inc. 4. Square D; a brand of Schneider Electric. (Preferred) 5. Approved equal. B. Panelboards: NEMA PB 1, lighting and appliance branch-circuit type. C. Mains: Circuit breaker. D. Branch Overcurrent Protective Devices: Bolt-on circuit breakers, replaceable without disturbing adjacent units. E. Doors: Concealed hinges; secured with flush latch with tumbler lock; keyed alike. F. Column-Type Panelboards: Narrow gutter extension, with cover, to overhead junction box equipped with ground and neutral terminal buses. 2.05 DISCONNECTING AND OVERCURRENT PROTECTIVE DEVICES A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Eaton Electrical Inc.; Cutler-Hammer Business Unit. 2. General Electric Company; GE Consumer & Industrial - Electrical Distribution. 3. Siemens Energy & Automation, Inc. 4. Square D; a brand of Schneider Electric. (Preferred) 5. Approved equal. A. Molded-Case Circuit Breaker (MCCB): Comply with UL 489, with interrupting capacity to meet available fault currents. 1. Thermal-Magnetic Circuit Breakers: Inverse time-current element for low-level overloads, and instantaneous magnetic trip element for short circuits. Adjustable magnetic trip setting for circuit-breaker frame sizes 250 A and larger. 2. Adjustable Instantaneous-Trip Circuit Breakers: Magnetic trip element with front- mounted, field-adjustable trip setting. Panelboards 26 24 16 - 7 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 3. Electronic trip circuit breakers with rms sensing; field-replaceable rating plug or field- replicable electronic trip; and the following field-adjustable settings: a. Instantaneous trip. b. Long- and short-time pickup levels. c. Long- and short-time time adjustments. d. Ground-fault pickup level, time delay, and I2t response. 4. Current-Limiting Circuit Breakers: Frame sizes 400 A and smaller; let-through ratings less than NEMA FU 1, RK-5. 5. GFCI Circuit Breakers: Single- and two-pole configurations with Class A ground-fault protection (6-mA trip). 6. Ground-Fault Equipment Protection (GFEP) Circuit Breakers: Class B ground-fault protection (30-mA trip). 7. Arc-Fault Circuit Interrupter (AFCI) Circuit Breakers: Comply with UL 1699; 120/240-V, single-pole configuration. 8. Molded-Case Circuit-Breaker (MCCB) Features and Accessories: a. Standard frame sizes, trip ratings, and number of poles. b. Lugs: Mechanical style, suitable for number, size, trip ratings, and conductor materials. c. Application Listing: Appropriate for application; Type SWD for switching fluorescent lighting loads; Type HID for feeding fluorescent and high-intensity discharge (HID) lighting circuits. d. Zone-Selective Interlocking: Integral with electronic trip unit; for interlocking ground-fault protection function with other upstream or downstream devices. e. Multipole units enclosed in a single housing or factory assembled to operate as a single unit 2.06 ACCESSORY COMPONENTS AND FEATURES A. Accessory Set: Include tools and miscellaneous items required for overcurrent protective device test, inspection, maintenance, and operation. B. Portable Test Set: For testing functions of solid-state trip devices without removing from panelboard. Include relay and meter test plugs suitable for testing panelboard meters and switchboard class relays. 3.00 EXECUTION 3.01 EXAMINATION A. Receive, inspect, handle, and store panelboards according to NEMA PB 1.1. B. Examine panelboards before installation. Reject panelboards that are damaged or rusted or have been subjected to water saturation. Panelboards 26 24 16 - 8 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A C. Examine elements and surfaces to receive panelboards for compliance with installation tolerances and other conditions affecting performance of the Work. D. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 INSTALLATION A. Install panelboards and accessories according to NEMA PB 1.1. B. Temporary Lifting Provisions: Remove temporary lifting eyes, channels, and brackets and temporary blocking of moving parts from panelboards. C. Mount top of trim 72 inches (1828 mm) above finished floor unless otherwise indicated. D. Mount panelboard cabinet plumb and rigid without distortion of box. E. Install overcurrent protective devices and controllers not already factory installed. 1. Set field-adjustable, circuit-breaker trip ranges. F. Install filler plates in unused spaces. G. Arrange conductors in gutters into groups and bundle and wrap with wire ties. H. Comply with NECA 1. 3.03 IDENTIFICATION A. Identify field-installed conductors, interconnecting wiring, and components; provide warning signs complying with Section 260553 "Identification for Electrical Systems." B. Create a directory to indicate installed circuit loads; Use a computer or typewriter to create directory; handwritten directories are not acceptable. C. Panelboard Nameplates: Label each panelboard with a nameplate complying with requirements for identification specified in Section 260553 "Identification for Electrical Systems." D. Device Nameplates: Label each branch circuit device in distribution panelboards with a nameplate complying with requirements for identification specified in Section 260553 "Identification for Electrical Systems." 3.04 FIELD QUALITY CONTROL A. Manufacturer's Field Service: Engage a factory-authorized service representative to inspect, test, and adjust components, assemblies, and equipment installations, including connections. B. Perform tests and inspections. 1. Manufacturer's Field Service: Engage a factory-authorized service representative to inspect components, assemblies, and equipment installations, including connections, and to assist in testing. C. Acceptance Testing Preparation: 1. Test insulation resistance for each panelboard bus, component, connecting supply, feeder, and control circuit. Panelboards 26 24 16 - 9 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 2. Test continuity of each circuit. D. Tests and Inspections: 1. Perform each visual and mechanical inspection and electrical test stated in NETA Acceptance Testing Specification. Certify compliance with test parameters. 2. Correct malfunctioning units on-site, where possible, and retest to demonstrate compliance; otherwise, replace with new units and retest. 3. Perform the following infrared scan tests and inspections and prepare reports: a. Initial Infrared Scanning: After Substantial Completion, but not more than 60 days after Final Acceptance, perform an infrared scan of each panelboard. Remove front panels so joints and connections are accessible to portable scanner. b. Instruments and Equipment: 1). Use an infrared scanning device designed to measure temperature or to detect significant deviations from normal values. Provide calibration record for device. E. Panelboards will be considered defective if they do not pass tests and inspections. F. Prepare test and inspection reports, including a certified report that identifies panelboards included and that describes scanning results. Include notation of deficiencies detected, remedial action taken, and observations after remedial action. 3.05 ADJUSTING A. Adjust moving parts and operable component to function smoothly, and lubricate as recommended by manufacturer. B. Set field-adjustable circuit-breaker trip ranges as indicated. 1. Measure as directed during period of normal system loading. 2. Perform load-balancing circuit changes outside normal occupancy/working schedule of the facility and at time directed. Avoid disrupting critical 24-hour services such as fax machines and on-line data processing, computing, transmitting, and receiving equipment. 3. After circuit changes, recheck loads during normal load period. Record all load readings before and after changes and submit test records. 4. Tolerance: Difference exceeding 20 percent between phase loads, within a panelboard, is not acceptable. Rebalance and recheck as necessary to meet this minimum requirement. END OF SECTION 26 24 16 Wiring Devices 26 27 26 - 1 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 26 27 26 WIRING DEVICES 1.00 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.02 SUMMARY A. Section Includes: 1. Receptacles, receptacles with integral GFCI, and associated device plates. 2. Twist-locking receptacles. 3. Weather-resistant receptacles. 4. Snap switches and wall-box dimmers. 1.03 DEFINITIONS A. EMI: Electromagnetic interference. B. GFCI: Ground-fault circuit interrupter. C. Pigtail: Short lead used to connect a device to a branch-circuit conductor. D. RFI: Radio-frequency interference. E. UTP: Unshielded twisted pair. 1.04 ADMINISTRATIVE REQUIREMENTS A. Coordination: 1. Receptacles for Owner-Furnished Equipment: Match plug configurations. 2. Cord and Plug Sets: Match equipment requirements. 1.05 ACTION SUBMITTALS A. Product Data: For each type of product. B. Shop Drawings: List of legends and description of materials and process used for premarking wall plates. 1.06 INFORMATIONAL SUBMITTALS A. Field quality-control reports. 1.07 CLOSEOUT SUBMITTALS A. Operation and Maintenance Data: For wiring devices to include in all manufacturers' packing-label warnings and instruction manuals that include labeling conditions. Wiring Devices 26 27 26 - 2 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 2.00 PRODUCTS 2.01 MANUFACTURERS A. Manufacturers' Names: Shortened versions (shown in parentheses) of the following manufacturers' names are used in other Part 2 articles: 1. Cooper Wiring Devices; Division of Cooper Industries, Inc. (Cooper). 2. Hubbell Incorporated; Wiring Device-Kellems (Hubbell). 3. Leviton Mfg. Company Inc. (Leviton). 4. Pass & Seymour/Legrand (Pass & Seymour). B. Source Limitations: Obtain each type of wiring device and associated wall plate from single source from single manufacturer. 2.02 GENERAL WIRING-DEVICE REQUIREMENTS A. Wiring Devices, Components, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. B. Comply with NFPA 70. C. Devices that are manufactured for use with modular plug-in connectors may be substituted under the following conditions: 1. Connectors shall comply with UL 2459 and shall be made with stranding building wire. 2. Devices shall comply with the requirements in this Section. 2.03 STRAIGHT-BLADE RECEPTACLES A. Convenience Receptacles, 125 V, 20 A: Comply with NEMA WD 1, NEMA WD 6 Configuration 5-20R, UL 498, and FS W-C-596. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Cooper; 5351 (single), CR5362 (duplex). b. Hubbell; HBL5351 (single), HBL5352 (duplex). c. Leviton; 5891 (single), 5352 (duplex). d. Pass & Seymour; 5361 (single), 5362 (duplex). 2.04 GFCI RECEPTACLES A. General Description: 1. Straight blade, non-feed-through type. 2. Comply with NEMA WD 1, NEMA WD 6, UL 498, UL 943 Class A, and FS W-C-596. 3. Include indicator light that shows when the GFCI has malfunctioned and no longer provides proper GFCI protection. B. Duplex GFCI Convenience Receptacles, 125 V, 20 A: Wiring Devices 26 27 26 - 3 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Cooper; VGF20. b. Hubbell; GFR5352L. c. Pass & Seymour; 2095. d. Leviton; 7590. 2.05 TOGGLE SWITCHES A. Comply with NEMA WD 1, UL 20, and FS W-S-896. B. Switches, 120/277 V, 20 A: 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Single Pole: 1). Cooper; AH1221. 2). Hubbell; HBL1221. 3). Leviton; 1221-2. 4). Pass & Seymour; CSB20AC1. b. Two Pole: 1). Cooper; AH1222. 2). Hubbell; HBL1222. 3). Leviton; 1222-2. 4). Pass & Seymour; CSB20AC2. c. Three Way: 1). Cooper; AH1223. 2). Hubbell; HBL1223. 3). Leviton; 1223-2. 4). Pass & Seymour; CSB20AC3. d. Four Way: 1). Cooper; AH1224. 2). Hubbell; HBL1224. 3). Leviton; 1224-2. 4). Pass & Seymour; CSB20AC4. C. Tamper-Resistant and Weather-Resistant Convenience Receptacles: Square face, 125 V, 15 A; comply with NEMA WD 1, NEMA WD 6 Configuration 5-15R, and UL 498. Wiring Devices 26 27 26 - 4 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 1. Products: Subject to compliance with requirements available products that may be incorporated into the Work include, but are not limited to, the following: a. Cooper; TWRBR15. b. Hubbell; DR15TR. c. LevitonTRW15. d. Pass & Seymour; TRW26252. 2. Description: Labeled to comply with NFPA 70, "Receptacles, Cord Connectors, and Attachment Plugs (Caps)" Article, "Tamper-Resistant Receptacles in Dwelling Units" Section, when installed in wet and damp locations. D. GFCI Non-Feed -Through Type, Convenience Receptacles: Square face, 125 V, 15 A; comply with NEMA WD 1, NEMA WD 6 Configuration 5-15R, UL 498, and UL 943 Class A. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Cooper; VGF15. b. Hubbell; GF15LA. c. Leviton; 8599. d. Pass & Seymour; 1594. E. GFCI, Tamper-Resistant and Weather-Resistant Convenience Receptacles: Square face, 125 V, 15 A; comply with NEMA WD 1, NEMA WD 6 Configuration 5-15R, UL 498, and UL 943 Class A. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Cooper; TWRVGF15. b. Hubbell; GFTR15. c. Pass & Seymour; 1594TRWR. 2. Description: Labeled to comply with NFPA 70, "Receptacles, Cord Connectors, and Attachment Plugs (Caps)" Article, "Tamper-Resistant Receptacles in Dwelling Units" Section. F. Toggle Switches, Square Face, 120/277 V, 15 A: Comply with NEMA WD 1, UL 20, and FS W- S-896. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Cooper; 7621 (single pole), 7623 (three way). b. Hubbell; DS115 (single pole), DS315 (three way). c. Leviton; 5621-2 (single pole), 5623-2 (three way). d. Pass & Seymour; 2621 (single pole), 2623 (three way). Wiring Devices 26 27 26 - 5 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 2.06 FINISHES A. Device Color: 1. Wiring Devices Connected to Normal Power System: As selected by Architect unless otherwise indicated or required by NFPA 70 or device listing. 2. TVSS Devices: Blue. B. Wall Plate Color: For plastic covers, match device color. 3.00 EXECUTION 4.00 INSTALLATION A. Comply with NECA 1, including mounting heights listed in that standard, unless otherwise indicated. B. Coordination with Other Trades: 1. Protect installed devices and their boxes. Do not place wall finish materials over device boxes and do not cut holes for boxes with routers that are guided by riding against outside of boxes. 2. Keep outlet boxes free of plaster, drywall joint compound, mortar, cement, concrete, dust, paint, and other material that may contaminate the raceway system, conductors, and cables. 3. Install device boxes in brick or block walls so that the cover plate does not cross a joint unless the joint is troweled flush with the face of the wall. 4. Install wiring devices after all wall preparation, including painting, is complete. C. Conductors: 1. Do not strip insulation from conductors until right before they are spliced or terminated on devices. 2. Strip insulation evenly around the conductor using tools designed for the purpose. Avoid scoring or nicking of solid wire or cutting strands from stranded wire. 3. The length of free conductors at outlets for devices shall meet provisions of NFPA 70, Article 300, without pigtails. 4. Existing Conductors: a. Cut back and pigtail, or replace all damaged conductors. b. Straighten conductors that remain and remove corrosion and foreign matter. c. Pigtailing existing conductors is permitted, provided the outlet box is large enough. D. Device Installation: 1. Replace devices that have been in temporary use during construction and that were installed before building finishing operations were complete. 2. Keep each wiring device in its package or otherwise protected until it is time to connect conductors. Wiring Devices 26 27 26 - 6 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 3. Do not remove surface protection, such as plastic film and smudge covers, until the last possible moment. 4. Connect devices to branch circuits using pigtails that are not less than 6 inches (152 mm) in length. 5. When there is a choice, use side wiring with binding-head screw terminals. Wrap solid conductor tightly clockwise, two-thirds to three-fourths of the way around terminal screw. 6. Use a torque screwdriver when a torque is recommended or required by manufacturer. 7. When conductors larger than No. 12 AWG are installed on 15- or 20-A circuits, splice No. 12 AWG pigtails for device connections. 8. Tighten unused terminal screws on the device. 9. When mounting into metal boxes, remove the fiber or plastic washers used to hold device-mounting screws in yokes, allowing metal-to-metal contact. E. Receptacle Orientation: 1. Install ground pin of vertically mounted receptacles down, and on horizontally mounted receptacles to the left. F. Device Plates: Do not use oversized or extra-deep plates. Repair wall finishes and remount outlet boxes when standard device plates do not fit flush or do not cover rough wall opening. 4.02 GFCI RECEPTACLES A. Install non-feed-through-type GFCI receptacles. 4.03 IDENTIFICATION A. Comply with Section 260553 "Identification for Electrical Systems." B. Identify each receptacle with panelboard identification and circuit number. Use hot, stamped, or engraved machine printing with black-filled lettering on face of plate, and durable wire markers or tags inside outlet boxes. 4.04 FIELD QUALITY CONTROL A. Perform the following tests and inspections[ with the assistance of a factory-authorized service representative]: 1. Test Instruments: Use instruments that comply with UL 1436. 2. Test Instrument for Convenience Receptacles: Digital wiring analyzer with digital readout or illuminated digital-display indicators of measurement. B. Tests for Convenience Receptacles: 1. Line Voltage: Acceptable range is 105 to 132 V. 2. Percent Voltage Drop under 15-A Load: A value of 6 percent or higher is unacceptable. 3. Ground Impedance: Values of up to 2 ohms are acceptable. Wiring Devices 26 27 26 - 7 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 4. GFCI Trip: Test for tripping values specified in UL 1436 and UL 943. 5. Using the test plug, verify that the device and its outlet box are securely mounted. 6. Tests shall be diagnostic, indicating damaged conductors, high resistance at the circuit breaker, poor connections, inadequate fault current path, defective devices, or similar problems. Correct circuit conditions, remove malfunctioning units and replace with new ones, and retest as specified above. C. Wiring device will be considered defective if it does not pass tests and inspections. D. Prepare test and inspection reports. END OF SECTION 26 27 26 Enclosed Switches and Circuit Breakers 26 28 16 - 1 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 26 28 16 ENCLOSED SWITCHES AND CIRCUIT BREAKERS 1.00 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.02 SUMMARY A. Section Includes: 1. Fusible switches. 2. Nonfusible switches. 3. Circuit Breakers 4. Enclosures. 1.03 DEFINITIONS A. NC: Normally closed. B. NO: Normally open. C. SPDT: Single pole, double throw. 1.04 ACTION SUBMITTALS A. Product Data: For each type of enclosed switch, circuit breaker, accessory, and component indicated. Include dimensioned elevations, sections, weights, and manufacturers' technical data on features, performance, electrical characteristics, ratings, accessories, and finishes. 1. Enclosure types and details for types other than NEMA 250, Type 1. 2. Current and voltage ratings. 3. Short-circuit current ratings (interrupting and withstand, as appropriate). 4. Include evidence of NRTL listing for series rating of installed devices. 5. Detail features, characteristics, ratings, and factory settings of individual overcurrent protective devices, accessories, and auxiliary components. 1.05 INFORMATIONAL SUBMITTALS A. Qualification Data: For qualified testing agency. B. Field quality-control reports. 1. Test procedures used. 2. Test results that comply with requirements. 3. Results of failed tests and corrective action taken to achieve test results that comply with requirements. Enclosed Switches and Circuit Breakers 26 28 16 - 2 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 1.06 MAINTENANCE MATERIAL SUBMITTALS A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Fuses: Equal to 10 percent of quantity installed for each size and type, but no fewer than three of each size and type. 2. Fuse Pullers: Two for each size and type. 1.07 QUALITY ASSURANCE A. Source Limitations: Obtain enclosed switches and circuit breakers, overcurrent protective devices, components, and accessories, within same product category, from single source from single manufacturer. B. Product Selection for Restricted Space: Drawings indicate maximum dimensions for enclosed switches and circuit breakers, including clearances between enclosures, and adjacent surfaces and other items. Comply with indicated maximum dimensions. C. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. D. Comply with NFPA 70. 1.08 PROJECT CONDITIONS A. Environmental Limitations: Rate equipment for continuous operation under the following conditions unless otherwise indicated: 1. Ambient Temperature: Not less than minus 22 deg F (minus 30 deg C) and not exceeding 104 deg F (40 deg C). 2. Altitude: Not exceeding 3300 feet (2010 m). B. Interruption of Existing Electric Service: Do not interrupt electric service to facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary electric service according to requirements indicated: 1. Notify Owner no fewer than seven days in advance of proposed interruption of electric service. 2. Indicate method of providing temporary electric service if required. 3. Do not proceed with interruption of electric service without Owner's written permission. 4. Comply with NFPA 70E. 1.09 COORDINATION A. Coordinate layout and installation of switches, circuit breakers, and components with equipment served and adjacent surfaces. Maintain required workspace clearances and required clearances for equipment access doors and panels. Enclosed Switches and Circuit Breakers 26 28 16 - 3 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 2.00 PRODUCTS 2.01 FUSIBLE SWITCHES A. Manufacturers: Subject to compliance with requirements available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Eaton Electrical Inc.; Cutler-Hammer Business Unit. 2. General Electric Company; GE Consumer & Industrial - Electrical Distribution. 3. Siemens Energy & Automation, Inc. 4. Square D; a brand of Schneider Electric. B. Type GD, General Duty, Single Throw, 240-V ac, 800 A and Smaller: UL 98 and NEMA KS 1, horsepower rated, with cartridge fuse interiors to accommodate indicated fuses, lockable handle with capability to accept two padlocks, and interlocked with cover in closed position. C. Type HD, Heavy Duty, Single Throw, 600-V ac, 1200 A and Smaller: UL 98 and NEMA KS 1, horsepower rated, with clips or bolt pads to accommodate indicated fuses, lockable handle with capability to accept three padlocks, and interlocked with cover in closed position. D. Type HD, Heavy Duty, Double Throw, 600-V ac, 1200 A and Smaller: UL 98 and NEMA KS 1, horsepower rated, with clips or bolt pads to accommodate indicated fuses, lockable handle with capability to accept three padlocks, and interlocked with cover in closed position. E. Accessories: 1. Equipment Ground Kit: Internally mounted and labeled for copper and aluminum ground conductors. 2. Neutral Kit: Internally mounted; insulated, capable of being grounded and bonded; labeled for copper and aluminum neutral conductors. 3. Isolated Ground Kit: Internally mounted; insulated, capable of being grounded and bonded; labeled for copper and aluminum neutral conductors. 4. Class R Fuse Kit: Provides rejection of other fuse types when Class R fuses are specified. 5. Auxiliary Contact Kit: Two NO/NC (Form "C") auxiliary contact(s), arranged to activate before switch blades open. 6. Lugs: Mechanical type, suitable for number, size, and conductor material. 7. Service-Rated Switches: Labeled for use as service equipment. 2.02 NONFUSIBLE SWITCHES A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Eaton Electrical Inc.; Cutler-Hammer Business Unit. Enclosed Switches and Circuit Breakers 26 28 16 - 4 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 2. General Electric Company; GE Consumer & Industrial - Electrical Distribution. 3. Siemens Energy & Automation, Inc. 4. Square D; a brand of Schneider Electric. B. Type GD, General Duty, Single Throw, 600 A and Smaller: UL 98 and NEMA KS 1, horsepower rated, lockable handle with capability to accept two padlocks, and interlocked with cover in closed position. C. Type HD, Heavy Duty, Single Throw, 600-V ac, 1200 A and Smaller: UL 98 and NEMA KS 1, horsepower rated, lockable handle with capability to accept three padlocks, and interlocked with cover in closed position. D. Type HD, Heavy Duty, Double Throw, 600-V ac, 1200 A and Smaller: UL 98 and NEMA KS 1, horsepower rated, lockable handle with capability to accept three padlocks, and interlocked with cover in closed position. E. Accessories: 1. Equipment Ground Kit: Internally mounted and labeled for copper and aluminum ground conductors. 2. Neutral Kit: Internally mounted; insulated, capable of being grounded and bonded; labeled for copper and aluminum neutral conductors. 3. Auxiliary Contact Kit: Two NO/NC (Form "C") auxiliary contact(s), arranged to activate before switch blades open. 4. Lugs: Mechanical type, suitable for number, size, and conductor material. 2.03 MOLDED-CASE CIRCUIT BREAKERS A. Manufacturers: Subject to compliance with requirements available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Eaton Electrical Inc.; Cutler-Hammer Business Unit. 2. General Electric Company; GE Consumer & Industrial - Electrical Distribution. 3. Siemens Energy & Automation, Inc. 4. Square D; a brand of Schneider Electric. B. General Requirements: Comply with UL 489, NEMA AB 1, and NEMA AB 3, with interrupting capacity to comply with available fault currents. C. Thermal-Magnetic Circuit Breakers: Inverse time-current element for low-level overloads and instantaneous magnetic trip element for short circuits. Adjustable magnetic trip setting for circuit-breaker frame sizes 250 A and larger. D. Adjustable, Instantaneous-Trip Circuit Breakers: Magnetic trip element with front-mounted, field-adjustable trip setting. E. Electronic Trip Circuit Breakers: Field-replaceable rating plug, rms sensing, with the following field-adjustable settings: Enclosed Switches and Circuit Breakers 26 28 16 - 5 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 1. Instantaneous trip. 2. Long- and short-time pickup levels. 3. Long- and short-time time adjustments. 4. Ground-fault pickup level, time delay, and I2t response. F. Current-Limiting Circuit Breakers: Frame sizes 400 A and smaller, and let-through ratings less than NEMA FU 1, RK-5. G. Integrally Fused Circuit Breakers: Thermal-magnetic trip element with integral limiter-style fuse listed for use with circuit breaker and trip activation on fuse opening or on opening of fuse compartment door. H. Features and Accessories: 1. Standard frame sizes, trip ratings, and number of poles. 2. Lugs: Mechanical type, suitable for number, size, trip ratings, and conductor material. 3. Application Listing: Appropriate for application; Type SWD for switching fluorescent lighting loads; Type HID for feeding fluorescent and high-intensity discharge lighting circuits. 4. Ground-Fault Protection: Where required by code Comply with UL 1053; integrally mounted, self-powered type with mechanical ground-fault indicator; relay with adjustable pickup and time-delay settings, push-to-test feature, internal memory, and shunt trip unit; and three-phase, zero-sequence current transformer/sensor. 5. Undervoltage Trip: Set to operate at 35 to 75 percent of rated voltage without intentional time delay. 6. Auxiliary Contacts: [One SPDT switch] [Two SPDT switches] with "a" and "b" contacts; "a" contacts mimic circuit-breaker contacts, "b" contacts operate in reverse of circuit- breaker contacts. 7. Alarm Switch: One NC contact that operates only when circuit breaker has tripped. 8. Key Interlock Kit: Externally mounted to prohibit circuit-breaker operation; key shall be removable only when circuit breaker is in off position. 9. Electrical Operator: Provide remote control for on, off, and reset operations. 2.04 ENCLOSURES A. Enclosed Switches and Circuit Breakers: NEMA AB 1, NEMA KS 1, NEMA 250, and UL 50, to comply with environmental conditions at installed location. 1. Indoor, Dry and Clean Locations: NEMA 250, Type 1. 2. Outdoor Locations: NEMA 250, Type 4X SS. 3. Other Wet or Damp, Indoor Locations: NEMA 250, Type 4X SS. 4. Indoor Locations Subject to Dust, Falling Dirt, and Dripping Noncorrosive Liquids: NEMA 250, Type 12. Enclosed Switches and Circuit Breakers 26 28 16 - 6 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A 3.00 EXECUTION 3.01 EXAMINATION A. Examine elements and surfaces to receive enclosed switches and circuit breakers for compliance with installation tolerances and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 INSTALLATION A. Install individual wall-mounted switches and circuit breakers with tops at uniform height unless otherwise indicated. B. Temporary Lifting Provisions: Remove temporary lifting eyes, channels, and brackets and temporary blocking of moving parts from enclosures and components. C. Install fuses in fusible devices. D. Comply with NECA 1. 3.03 IDENTIFICATION A. Comply with requirements in Section 26 05 53 "Identification for Electrical Systems." 1. Identify field-installed conductors, interconnecting wiring, and components; provide warning signs. 2. Label each enclosure with engraved metal or laminated-plastic nameplate. 3.04 FIELD QUALITY CONTROL A. Tests and Inspections: 1. Perform each visual and mechanical inspection and electrical test stated in NETA Acceptance Testing Specification. Certify compliance with test parameters. 2. Correct malfunctioning units on-site, where possible, and retest to demonstrate compliance; otherwise, replace with new units and retest. B. Enclosed switches and circuit breakers will be considered defective if they do not pass tests and inspections. 3.05 ADJUSTING A. Adjust moving parts and operable components to function smoothly, and lubricate as recommended by manufacturer. END OF SECTION 26 28 16 Chain Link Fencing and Gates 32 31 13 - 1 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A WKMC Architects, Inc. 32 31 13 CHAIN LINK FENCING AND GATES 1. SUBMITTALS a. DOCUMENTS Shop Drawings: Site plan indicating layout of fence location with dimensions, location of gates and opening size, cleared area, elevation of fence, gates, footings and details of attachments. Product Data: Brochures, color samples, and technical data indicating conformance to this specification. Concrete Mix Design: Submit proposed concrete mix design indicating compliance with requirements of ACI 301. 2. QUALITY ASSURANCE a. INSTALLER QUALIFICATIONS b. Fence Contractor Experience: Company with demonstrated successful experience installing similar projects and products and have at least 5 years’ experience. 3. PRODUCTS a. CHAIN LINK FABRIC PVC Coated Steel Fabric: ASTM F 668 Class 2B fused and adhered PVC coating 6-10 mils at any point over zinc coated wire. Color to be selected from manufacturer’s standard colors. Mesh Size 6 gauge 9 gauge 11 gauge 11.5 gauge 12 gauge Notes In. 0.192 in. 0.148 in. 0.120 in. 0.113 in. 0.105 in. N/A = Not applicable for 2 in. yes yes yes N/A N/A industrial/commercial Fabric selvage: Standard fabric selvage for 2 in mesh 72 in. high and higher is knuckle finish at one end, twist at the other b. ROUND STEEL PIPE FENCE FRAMEWORK Round steel pipe and rail: Schedule 40 standard weight pipe, in accordance with ASTM F1083, 1.8 oz/ ft² hot dip galvanized zinc exterior and 1.8 oz/ft² hot dip galvanized zinc interior coating. Regular Grade: Minimum steel yield strength 30,000 psi (205 MPa) Chain Link Fencing and Gates 32 31 13 - 2 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A WKMC Architects, Inc. Typical Post and Rail Size: For normal industrial/commercial applications Item Fence Height Outside Diameter F1083 Schedule 40 Inches Weight lb/ft Line post up to 6 ft. 1.900 2.72 Terminal post up to 6 ft. 2.375 3.65 Rails 1.660 2.27 c. TENSION WIRE Metallic Coated Steel Tension Wire: 7 gauge wire, Type II Zinc-Coated, ASTM A817 Class 4 - 1.2 oz/ft² d. BARBED WIRE Metallic Coated Steel Barbed Wire: Double 12-½ gauge twisted strand wire, with barbs spaced approximately 5 inches on center. Coating Type Z - Zinc-coated: Strand wire coating Type Z, Class 3, 0.80 oz/ft², barb coating 0.70 oz/ft² e. FITTINGS Tension and Brace Bands: Galvanized pressed steel, minimum steel thickness of 12 gauge, minimum width of 3/4 in. and minimum zinc coating of 1.20 oz/ft² Secure bands with 5/16 in. galvanized steel carriage bolts. Terminal Post Caps, Line Post Loop Tops, Rail and Brace Ends, Boulevard Clamps, Rail Sleeves: Pressed steel galvanized after fabrication having a minimum zinc coating of 1.20 oz/ft². Truss Rod Assembly: 3/8 in. diameter steel truss rod with a pressed steel tightener, minimum zinc coating of 1.2 oz/ft², assembly capable of withstanding a tension of 2,000 lbs. Tension Bars: Galvanized steel one-piece length 2 in. less than the fabric height. Minimum zinc coating 1.2 oz. /ft² minimum cross section of 3/16 in. Barbed Wire Arms: Pressed steel galvanized after fabrication, minimum zinc coating of 1.20 oz. /ft², capable of supporting a vertical 250 lb load. Type I – 18” three strand 45 degree arm angled outward. Vertical arms at gates. f. TIE WIRE and HOG RINGS Tie Wire and Hog Rings: Galvanized minimum zinc coating 1.20 oz/ft² 9 gauge steel wire. g. SWING GATES Chain Link Fencing and Gates 32 31 13 - 3 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A WKMC Architects, Inc. Swing Gates: Galvanized steel pipe welded fabrication. Gate frame members 1.900 in. OD schedule 40 galvanized steel pipe. Frame members spaced no greater than 8 ft. apart vertically and horizontally. Welded joints protected by applying zinc-rich paint. Positive gate latch, pressed steel galvanized after fabrication. Galvanized malleable iron or heavy gauge pressed steel post and frame hinges. Security: Provide chain and padlock keyed to owner’s key system. Provide drop bar and gate holdbacks with double gates. Filler: Match gate fabric to that of the fence system. Gateposts: Schedule 40 galvanized steel pipe. Select the gatepost diameter from table. Gate fabric height up to and including 6 ft. Gate leaf width Post Outside Diameter Weight up to 4 ft. 2.375 in. 3.65 lb/ft over 4 ft. to 10 ft. 2.875 in. 5.79 lb/ft over 10 ft. to 18 ft. 4.000 in. 9.11 lb/ft h. FINISHES All framework and fittings for gates and fences shall match color of fabric. i. CONCRETE Concrete for post footings shall have a 28-day compressive strength of 2,500 psi. 4. EXECUTION a. FRAMEWORK INSTALLATION Layout: Line of new fencing should be indicated at 10-12” of either side of the existing (demolished) fence line at pool deck areas. Line of new fencing may coincide with existing (demolished) fencing as needed for ease of construction upon approval of shop drawings indicating proposed layout. Set top of post foundations at soffit elevation of continuous concrete mow strip (as detailed) where posts are to be placed in turf. Posts: Fencing posts shall be set plumb in concrete footings. Minimum footing depth, 36 in. plus an additional 3 in. depth for each 1 ft. (305 mm) increase in the fence height over 4 ft.. Core drill through existing paving 8” minimum dia. for framing up to 4” in dia. or 10” minimum dia. for framing 4” dia. and above where fence line runs over existing paving. Top of concrete footing to be crowned to shed water away from the post where top of foundation may remain exposed. Line posts installed at intervals not exceeding 10 ft. on center. Gate posts at depth of 42 in., as indicated on drawings, or per approved shop drawing recommendation. Top rail: When specified, install 21 ft. lengths of rail continuous thru the line post or barb arm loop top. Splice rail using top rail sleeves minimum 6 in. long. Rail shall be secured to the terminal post by a brace band and rail end. Bottom rail or intermediate Chain Link Fencing and Gates 32 31 13 - 4 Greenwood Pool Facility Improvements (FMAC), Project No. 19069A WKMC Architects, Inc. rail shall be field cut and secured to the line posts using boulevard clamps or brace band with rail end. Terminal posts: End, corner, pull and gate posts shall be braced and trussed. Tension wire: Shall be installed 4 in. up from the bottom of the fabric. Tension wire to be stretched taut, independently and prior to the fabric, between the terminal posts and secured to the terminal post using a brace band. Secure the tension wire to each line post with a tie wire. b. CHAIN LINK FABRIC INSTALLATION Chain Link Fabric: Install fabric to outside of the framework. Chain link fabric to be stretched taut free of sag. Fabric to be secured to the line post with tie wires spaced no greater than 12 inches on center and to horizontal rail spaced no greater than18 inches on center. Secure fabric to the tension wire with hog rings spaced no greater than 18 inches on center. Excess tie wire shall be cut off and bent over to prevent injury. The installed fabric shall have a ground clearance on no more than 2 inches and should not be in contact with the ground surface. c. BARBED WIRE INSTALLATION Barbed Wire: Stretched taut between terminal posts and secured in the slots provided on the line post barb arms. Attach each strand of barbed wire to the terminal post using a brace band. d. GATE INSTALLATION Swing Gates: Gates shall be plumb in the closed position having a bottom clearance of 3 in., grade permitting. Hinge and latch offset opening space shall be no greater than 3 in. in the closed position. Gate clear opening width as indicated on plans or as otherwise instructed. Where 2 panel vehicle gate occurs, provide a 12”x12”x5” concrete pad at the center of the gate opening with embedded 3/4” PVC pipes flush with the top surface to receive galvanized drop anchors provided with each panel. Top of pad no greater than ½”-1” above grade. Reinforce pad ea. way with #3 rebar. END OF SECTION 32 31 13 Chain-link fabric meshEnd bay 10'-0"10'-0" max.equally space line posts6'-0" or as indicated on plan3" min As specified3'-0"3" min 2" max.10'-0" max.10'-0" max.Stretcher bar3/8"∅ truss rod(typ)Latch assemblyGate frameGate post 3/8 " min.Fabric3/8 " min.TRUSS ROD & BANDFabric3/8" min.FabricCarriage boltSCALE:Chain Link Swing Gate DetailNTS2ARefer to planAs specifiedNote:Provide vertical extensionarms on gates.Barbed wire to bepulled taut & securelyfastened asrecommended bymanufacturer wire ties,close to post.3 strands per extension arm12.5 gaugeChain-link fabric meshTension wireTop railBetween posts(typ top & bottom)Column or postSCALE:Chain Link Extension Arm DetailNTS3ASCALE:Chain Link Fence DetailNTS1ATop rail expansion couplingat 100'-0" o.c. max.Tension wire3 Strand galvanizedbarbed wire, when includedChain-link fabric mesh3" min As specified As specifiedCorner or end postLine postBottomtension wireWire tiesStretcher barTruss rodSCALE:Chain Link Brace Panel DetailNTS3CNote:Provide brace panel wherestraight runs exceed 500'-0"Pipe top railTruss rodsLine postBrace railsPull postsTension wireChain-link fabric meshSCALE:Chain Link Fittings and Attachment DetailsNTS2BShape top of footing touniform diameter removeexcess concrete fromadjacent groundCLAMP FOR TOP OR BRACE RAILTruss rod 3/8"minimumStretcher bar toengage eachfabric linkStretcher bar band to be4" max. from top andbottom and spaced 15"o.c. max.Barbed wire ortension wireTie wire 15"o.c. max.Stretcher barTie wire 15" o.c. max.WIRE TIES FOR POSTBAND FOR WIRE STRETCHINGPLAN AT BANDSWIRE TIES FOR TOP OR BRACE RAILDETAIL - END OR GATE POSTBase BidBase BidBase BidBase BidBase BidATTSXETEFO S A HERB GMORRISONIII18217REGIS T EREDARCHITECT8-28-19 E N G I N E E R I N G D1 P:\3777\DWG\3777D1.dwg, 8/27/2019 6:12:57 PM, AutoCAD PDF (General Documentation).pc3 3 14 E N G I N E E R I N G D2 P:\3777\DWG\3777D2.dwg, 8/27/2019 6:13:01 PM, AutoCAD PDF (General Documentation).pc3 4 14 E N G I N E E R I N G P1 P:\3777\DWG\3777P1.dwg, 8/27/2019 6:13:04 PM, AutoCAD PDF (General Documentation).pc3 5 14 E N G I N E E R I N G P2 P:\3777\DWG\3777P2.dwg, 8/27/2019 6:13:07 PM, AutoCAD PDF (General Documentation).pc3 6 14 E N G I N E E R I N G P3 P:\3777\DWG\3777P3.dwg, 8/27/2019 6:13:09 PM, AutoCAD PDF (General Documentation).pc3 7 14 08/28/19 E N G I N E E R I N G E1 P:\3777\DWG\3777E1.dwg, 8/27/2019 6:33:05 PM, AutoCAD PDF (General Documentation).pc3 8 14 08/28/19 E N G I N E E R I N G E2 P:\3777\DWG\3777E2.dwg, 8/27/2019 6:33:09 PM, AutoCAD PDF (General Documentation).pc3 9 14 08/28/19 E N G I N E E R I N G E3 P:\3777\DWG\3777E3.dwg, 8/27/2019 6:33:13 PM, AutoCAD PDF (General Documentation).pc3 10 14 08/28/19 E N G I N E E R I N G E4 P:\3777\DWG\3777E4.dwg, 8/27/2019 6:33:18 PM, AutoCAD PDF (General Documentation).pc3 11 14 08/28/19 E N G I N E E R I N G E5 P:\3777\DWG\3777E5.dwg, 8/27/2019 6:33:22 PM, AutoCAD PDF (General Documentation).pc3 12 14 08/28/19 E N G I N E E R I N G E6 P:\3777\DWG\3777E6.dwg, 8/27/2019 6:33:22 PM, AutoCAD PDF (General Documentation).pc3 13 14 08/28/19 E N G I N E E R I N G E7 P:\3777\DWG\3777E7.dwg, 8/27/2019 6:33:25 PM, AutoCAD PDF (General Documentation).pc3 14 14 Task Order Agreement 00 52 25 - 1 19069A Greenwood Pool Facility Improvements (FMAC) Rev. 05-01-2019 00 52 25 FMAC TASK ORDER AGREEMENT Project# _19069A__ This FACILITIES MULTIPLE AWARD CONTRACT TASK ORDER AGREEMENT (ORDER) is between the Owner of Corpus Christi, a Texas home-rule municipal corporation (OWNER), acting through its duly authorized Owner Manager or designee, the Director of Engineering Services or Owner Engineer, and _Gourley Contracting LLC__ (CONTRACTOR), acting by and through its duly authorized representative. The parties agree as follows: 1.This ORDER is issued under the Facilities Multiple Award Contract Master Agreement signed on March 26, 2019, pursuant to Request for Proposal No. 2018-06. All terms and conditions of the Master Agreement pertain to this ORDER. 2.CONTRACTOR was selected for award of this ORDER under Request for Task Order Proposal (RFTOP) No. 19069A Greenwood Pool Facility Improvements (FMAC). 3.CONTRACTOR shall construct and complete certain improvements in accordance with the plans and specifications described in Exhibit A (attached and incorporated herein), perform all work as provided in said plans and specifications, and do such additional work as may be considered necessary to complete the work in a satisfactory and acceptable manner (the “Work”). The OWNER reserves the right to make such changes in the plans and specifications and in the character of the work as may be necessary or desirable. Authorization for all changes must be made in writing. The CONTRACTOR shall furnish all labor, tools, material, machinery, equipment and incidentals necessary to the prosecution of the Work unless otherwise provided by the written terms of the plans and specifications. 4.The work described in Exhibit A shall be substantially complete within 180_ Calendar Days of Notice to Proceed and ready for final payment in accordance with Section 00 72 00 General Conditions within _210__ Calendar Days of Notice to Proceed. 5.Liquidated Damages: A.Owner and Contractor recognize that time limits for specified Milestones, Substantial Completion, and completion and readiness for Final Payment as stated in the Contract Documents are of the essence of the Contract. Owner and Contractor recognize that the Owner will suffer financial loss if the Work is not completed within the times specified in Article 4 and as adjusted in accordance with Paragraph 11.05 of the General Conditions. Owner and Contractor also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a penalty): i.Substantial Completion: Contractor shall pay Owner $_400.00________ for each day that expires after the time specified in Paragraph 4 for Substantial Completion until the Work is substantially complete. ii.Completion of the Remaining Work: Contractor agrees to pay Owner $_400.00________ for each day that expires after the time specified in Paragraph 4 for completion and readiness for final payment until the Work is completed and ready for final payment in accordance with Paragraph 17.16 of the General Conditions. iii.Liquidated damages for failing to timely attain Substantial Completion and Final Completion are not additive and will not be imposed concurrently. iv.Milestones: Contractor agrees to pay Owner liquidated damages as stipulated in SECTION 01 35 00 SPECIAL PROCEDURES for failure to meet Milestone completions. Task Order Agreement 00 52 25 - 2 19069A Greenwood Pool Facility Improvements (FMAC) Rev. 05-01-2019 v.The Owner will determine whether the Work has been completed within the Contract Times. B.Owner is not required to only assess liquidated damages, and Owner may elect to pursue its actual damages resulting from the failure of Contractor to complete the Work in accordance with the requirements of the Contract Documents. 6.In consideration of the completion of the above-described Work, the OWNER agrees to pay to CONTRACTOR the amount of $298,635.00 (Two Hundred Ninety-Eight Thousand, Six Hundred Thirty- Five Dollars and 00/100 U.S). Said payment shall be conditioned upon the acceptance of the work by the OWNER as certified by its final inspection following the receipt of notice from the CONTRACTOR that the work is completed and ready for acceptance. Upon completion of work and before acceptance and final payment is made, the CONTRACTOR shall clean and remove from the work site all surplus and discarded materials, temporary structures and debris of every kind in order to leave the work site in a neat, orderly condition, equal to that which originally existed. The CONTRACTOR shall submit a notarized affidavit that bills for all labor, equipment, materials and supplies associated with the project have been paid before final payment is released. 7.Progress Payments; Retainage A.The Owner will make progress payments on or about the 25th day of each month during the performance of the Work. Payment is based on Work completed in accordance with Article 17, Schedule of Values, established as provided in Section 00 72 00 General Conditions. B.Progress payments equal to the full amount of the total earned value to date for completed Work minus 5% retainage and any set-offs and properly stored materials will be made prior to Substantial Completion. 8.All work shall be performed in a workmanlike manner and to the satisfaction of the OWNER. The OWNER shall determine the quality and acceptability of materials furnished, work performed, manner of performance, rate of progress of the Work, sequence of construction and interpretation of the plans and specifications. 9.The CONTRACTOR agrees to provide the following Performance and Payment Bonds and Insurance as required and outlined in the Task Order documents. 10.The CONTRACTOR shall, at all times, observe and comply with city, county, state and federal laws, ordinances or regulations which in any manner affect the conduct of the Work. The CONTRACTOR shall be responsible for procuring all legally required building, plumbing, electrical and other permits and licenses, pay all charges and fees, and give all notices necessary and incidental to the due and lawful prosecution of the Work, unless otherwise provided by the written terms of the plans and specifications. 10.This Agreement or the Work provided may not be assigned or subcontracted by CONTRACTOR without the written permission of the OWNER. IN WITNESS WHEREOF this Agreement is executed. Task Order Agreement 00 52 25 - 3 19069A Greenwood Pool Facility Improvements (FMAC) Rev. 05-01-2019 CITY OF CORPUS CHRISTI _____________________________________ Kim Baker Director of Contracts and Procurement _____________________________________ Assistant City Attorney CONTRACTOR: Gourley Contracting LLC_ Company _________________________________________ Authorized Signature 4921 Ambassador Row Corpus Christi, TX 78416 361/883-3766 jamesg@gourleycontracting.com END OF SECTION 00 6113 PERFORMANCE BOND BOND NO. 4401085 Contractor as Principal Name: Gourley Contracting, LLC Mailing address (principal place of business): 4921 Ambassador Row Corpus Christi, TX 78416 Owner Name: City of Corpus Christi, Texas Mailing address (principal place of business): Engineering Services 1201 Leopard Street Corpus Christi, Texas 78469 Contract Project name and number: FMAC Prosect No. 19069A Greenwood Pool Facility Improvements (FMAC) Award Date of the Contract: September 12, 2019 Contract Price: $298,635.00 Bond Date of Bond: September 18, 2019 (Date of Bond cannot be earlier than Award Date of the Contract) Surety Name: FOCI Insurance Company Mailing address (principal place of business): 2435 N. Central Expressway, Ste 1000 Richardson, TX 75080 Physical address (principal place of business): 2435 N. Central Expressway, Ste 1000 Richardson, TX 75080 Surety is a corporation organized and existing under the laws of the state of: Florida By submitting this Bond, Surety affirms its authority to do business in the State of Texas and its license to execute bonds in the State of Texas. Telephone (main number): 972-338-3394 Telephone (for notice of claim): 800-226-3224 Local Agent for Surety Name: Higginbotham Ins. Agency/Aaron Endris Address: 500 N. Shoreline, 1200 Corpus Christi, TX 78401 Telephone: 361-883-1711 Email Address: aendris@higginbotham.net The address of the surety company to which any notice of claim should be sent may be obtained from the Texas Dept. of Insurance by calling the following toll-free number: 1-800 252-3439 FMAC Performance Bond 19069A Greenwood Pool Facility Improvements (FMAC) 00 6113 -1 7-8-2014 Surety and Contractor, intending to be legally bound and obligated to Owner do each cause this Performance Bond to be duly executed on its behalf by its authorized officer, agent or representative. The Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally to this bond. The condition of this obligation is such that if the Contractor as Principal faithfully performs the Work required by the Contract then this obligation shall be null and void; otherwise the obligation is to remain in full force and effect. Provisions of the bond shall be pursuant to the terms and provisions of Chapter 2253 and Chapter 2269 of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Chapter to the same extent as if it were copied at length herein. Venue shall lie exclusively in Nueces County, Texas for any legal action. Contractor as Principal / Signature: �� `- _- 1 Surety Signature: - Name: - - / Name: Tricia Balolong Title: Vice -President Title: Attorney in Fact Email Address: jamesg@gourleycontracting.com Email Address: tbalolong@higginbotham.net (Attach Power of Attorney and place surety seal below) END OF SECTION FMAC Performance Bond 19069A Greenwood Pool Facility Improvements (FMAC) 006113-2 7-8-2014 1'I' I® INSURANCE GROUP More than a policy. A promise. GENERAL POWER OF ATTORNEY 10-00082352 Know all men by these presents: That the FCCI Insurance Company, a Corporation organized and existing under the laws of the State of Florida (the "Corporation") does make, constitute and appoint: Aaron Endris; Mary Ellen Moore; Alicia Grumbles; Sherri Collins; Gwendolyn Johnston; Jack L Henry; Michael R Simon; Tricia Balolong; Tracy L Miller; William Mitchell Jennings; James R Reid; Katie Rogers Each, its true and lawful Attorney -In -Fact, to make, execute, seal and deliver, for and on its behalf as surety, and as its act and deed in all bonds and undertakings provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed the sum of (not to exceed $7,500,000): $7,500,000.00 This Power of Attorney is made and executed by authority of a Resolution adopted by the Board of Directors. That resolution also authorized any further action by the officers of the Company necessary to effect such transaction. The signatures below and the seal of the Corporation may be affixed by facsimile, and any such facsimile signatures or facsimile seal shall be binding upon the Corporation when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached. In witness whereof, the FCCI Insurance Company has caused these presen s to be signed by its duly authorized officers and its corporate Seal to be hereunto affixed, this 25T" day of Se•tember , 2016 . �/ � ni945 ' ��'J� ppef COQ Attest: : IMPORTANT NOTICE To obtain information or make a complaint: You may call FCCI Insurance Group's (FCCI)* toll-free telephone number for information or to make a complaint at 1-800-226-3224. You may also write to FCCI Insurance Group Compliance Department e-mail at StateComplaints c(fcci-aroup.com. For Claims, you may write to FCCI Insurance Group Claim Department e-mail at newclaimpfcci-oroup.com. You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at 1-800-252-3439. You may write the Texas Department of Insurance: PO Box 149104 Austin TX 78714-9104 Fax: 1-512-475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us PREMIUM OR CLAIM DISPUTES Should you have a dispute conceming your premium or about a claim you should contact FCCI first. If the dispute is not resolved, you may contact the Texas Department of insurance. ATTACH THIS NOTICE TO YOUR BOND This notice is for information only and does not become a part or condition of the attached documents. *The FCCI Insurance Group includes the following insurance carriers: Brierfleld Insurance Company, FCCI Advantage Insurance Company, FCCI Commercial Insurance Company, FCCI Insurance Company, Monroe Guaranty Insurance Company, and National Trust Insurance Company. 1 -BD -TX -21690 -NTP -11-12 Page 1 of 1 Copyright 2012 FCCI Insurance Group. 00 6116 PAYMENT BOND BOND NO. 4401085 Contractor as Principal Name: Gourley Contracting, LLC Mailing address (principal place of business): 4921 Ambassador Row Corpus Christi, TX 78416 Owner Name: City of Corpus Christi, Texas Mailing address (principal place of business): Engineering Services 1201 Leopard Street Corpus Christi, Texas 78469 Contract Project name and number: FMAC Project No. 19069A Greenwood Pool Facility Improvements (FMAC) Award Date of the Contract: September 12, 2019 Contract Price: $298,635.00 Bond Date of Bond: Septe.mber18, 2019 (Date of Bond cannot be earlier than Award Date of Contract) Surety Name: FCCI Insurance Company Mailing address (principal place of business): 2435 N. Central Expressway, Ste 1000 Richardson, TX 75080 Physical address (principal place of business): 2435 N. Central Expressway, Ste 1000 Richardson, TX 75080 Surety is a corporation organized and existing under the laws of the state of: Florida By submitting this Bond, Surety affirms its authority to do business in the State of Texas and its license to execute bonds in the State of Texas. Telephone (main number): 972-338-3394 Telephone (for notice of claim): 800-226-3224 Local Agent for Surety Name: Higginbotham Ins. Agency/Aaron Endris Address: 500 N. Shoreline, 1200 Corpus Christi, TX 78401 Telephone: 361-883-1711 Email Address: aendris@higginbotham.net The address of the surety company to which any notice of claim should be sent may be obtained from the Texas Dept. of Insurance by calling the following toll-free number: 1-800-252-3439 FMAC Payment Bond 19069A Greenwood Pool Facility Improvements (FMAC) 006116-1 7-8-2014 Surety and Contractor, intending to be legally bound and obligated to Owner do each cause this Payment Bond to be duly executed on its behalf by its authorized officer, agent or representative. The Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally to this bond. The condition of this obligation is such that if the Contractor as Principal pays all claimants providing labor or materials to him or to a Subcontractor in the prosecution of the Work required by the Contract then this obligation shall be null and void; otherwise the obligation is to remain in full force and effect. Provisions of the bond shall be pursuant to the terms and provisions of Chapter 2253 and Chapter 2269 of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Chapter to the same extent as if it were copied at length herein. Venue shall lie exclusively in Nueces County, Texas for any l • - • action. Contractor as Principal / x I Signature: , -_ . ,, , ...,--„.......al, Surety Signature: , Name: James Gourley Name: Tric a Balolong Title: Vice -President Title: Attorney in Fact Email Address: jamesg@gourleycontracting.com Email Address: tbalolong0higginbotham.net (Attach Power of Attorney and place surety seal below) 7i 4 END OF SECTION FMAC Payment Bond 19069A Greenwood Pool Facility Improvements (FMAC) 006116-2 7-8-2014 f �-1 FCCI INSURANCE GROUP More than a policy. A promise. GENERAL POWER OF ATTORNEY 10-00082352 Know all men by these presents: That the FCCI Insurance Company, a Corporation organized and existing under the laws of the State of Florida (the "Corporation") does make, constitute and appoint: Aaron Endris; Mary Ellen Moore; Alicia Grumbles; Sherri Collins; Gwendolyn Johnston; Jack L Henry; Michael R Simon; Tricia Balolong; Tracy L Miller; William Mitchell Jennings; James R Reid; Katie Rogers Each, its true and lawful Attorney -In -Fact, to make, execute, seal and deliver, for and on its behalf as surety, and as its act and deed in all bonds and undertakings provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed the sum of (not to exceed $7,500,000): $7,500,000.00 This Power of Attorney is made and executed by authority of a Resolution adopted by the Board of Directors. That resolution also authorized any further action by the officers of the Company necessary to effect such transaction. The signatures below and the seal of the Corporation may be affixed by facsimile, and any such facsimile signatures or facsimile seal shall be binding upon the Corporation when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached. In witness whereof, the FCCI Insurance Company has caused these presen s to be signed by its duly authorized officers and its corporate Seal to bbe hereunto affixed, this 25TH day of Se ember , 2016 . Attest: o•i�vn95.-t't_ = �a�Uo PORq jOAyQ=. Crai hn n, President LL SEAL :z Thom - . Koval Esq., EVP, Chie Officer, FCCI nsur ce Company ,,r„ Gov ment Affairs and Corporate Secretary o •• , FCCI Insurance Company State of Florida County of Sarasota Before me this day personally appeared Craig Johnson, who is personally known to me and who executed the foregoing document for the purposes expressed therein. My commission expires: 9/25/2020 Notary Public State of Florida County of Sarasota Before me this day personally appeared Thomas A. Koval, Esq., who is personally known to me and who executed the foregoing document for the purposes expressed therein. • �. Artene Aloaso * * State of Flonda �Comni'uioo No CA 19777 -▪ -"'"" My COMM:1100 Experer 09=20 Notary Public My commission expires: 9/25/2020 CERTIFICATE I, the undersigned Secretary of FCCI Insurance Company, a Florida Corporation, DO HEREBY CERTIFY that the foregoing Power of Attorney remains in full force and has not been revoked; and furthermore that the February 24, 2011 Resolution of the Board of Directors, referenced in said Power of Attorney, is now in force. 1.10NA-3592-NA-04. 8/16 Dated this day of 5E , -2_0 )4 Thoma Thoma Koval, Esq., EVP, • - Legal Officer, Gov r ent Affairs and Corporate e tary DocuGard 104546 contains a security pantograph, blue background, heat -sensitive ink. coin -reactive watermark, and microtext printing on''io'rHe%' S u,V9,iryp SN ;� • t FSO l� • s s o ��H �+esr ow IMPORTANT NOTICE To obtain information or make a complaint: You may call FCCI Insurance Group's (FCCI)* toll-free telephone number for information or to make a complaint at 1-800-226-3224. You may also write to FCCI Insurance Group Compliance Department e-mail at StateComplaints(c�fcci-orouo.com. For Claims, you may write to FCCI Insurance Group Claim Department e-mail at newclaime.fcci-arouo.com. You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at 1-800-252-3439. You may write the Texas Department of Insurance: PO Box 149104 Austin TX 78714-9104 Fax: 1-512-475-1771 Web: htto://www.tdi.state.tx.us E-mail: ConsumerProtectionatdi.state.tx.us PREMIUM OR CLAIM DISPUTES Should you have a dispute conceming your premium or about a claim you should contact FCCI first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND This notice is for information only and does not become a part or condition of the attached documents. *The FCCI Insurance Group includes the following insurance carriers: Brierfield Insurance Company, FCCI Advantage Insurance Company, FCCI Commercial Insurance Company, FCCI Insurance Company, Monroe Guaranty Insurance Company, and National Trust Insurance Company. 0 1 -BD -TX -21690 -NTP -11-12 Page 1 of 1 Copyright 2012 FCCI Insurance Group. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext):PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY 9/20/2019 Higginbotham Insurance Agency,Inc. PO Box 870 Corpus Christi TX 78403 Cassandra Taylor 361 883-1711 360-844-0101 ctaylor@higginbotham.net United Fire Lloyds 43559 GOURL Texas Mutual Insurance Company 22945GourleyContractorsLLC 4921 Ambassador Row Corpus Christi TX 78416 618748890 A X 1,000,000 X 100,000 5,000 1,000,000 2,000,000 X 85321620 9/20/2019 9/20/2020 2,000,000 A 1,000,000 X X X 85321620 9/20/2019 9/20/2020 A X X 5,000,000853216209/20/2019 9/20/2020 5,000,000 B X N 0001187153 1/15/2019 1/15/2020 1,000,000 1,000,000 1,000,000 . See Attached... City of Corpus Christi Engineering Services PO Box 9277 Corpus Christi TX 78469-9277 ACORD 101 (2008/01) The ACORD name and logo are registered marks of ACORD © 2008 ACORD CORPORATION. All rights reserved. THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER:FORM TITLE: ADDITIONAL REMARKS ADDITIONAL REMARKS SCHEDULE Page of AGENCY CUSTOMER ID: LOC #: AGENCY CARRIER NAIC CODE POLICY NUMBER NAMED INSURED EFFECTIVE DATE: GOURL 1 1 Higginbotham Insurance Agency,Inc.Gourley Contractors LLC 4921 Ambassador Row Corpus Christi TX 78416 25 CERTIFICATE OF LIABILITY INSURANCE The General Liability [CG2037 04/13 Additional Insured -Owners,Lessees or Contractors -Completed Operations],[CG7208 07/17 -Texas Extended Ultra Liability Plus Endorsement];and Automobile [CA7109 01/17 Business Auto Ultra Endorsement]Policies includes a blanket automatic additional insured endorsement that provides additional insured status to the certificate holder only when there is a written insured contract between the insured and the certificate holder that requires such status. The General Liability [CG7208 07/17 -Texas Extended Ultra Liability Plus Endorsement],Automobile [CA7109 01/17 Business Auto Ultra Endorsement], Workers Compensation [WC420304B Texas Waiver of Our Right to Recover from Others Endorsement]and Umbrella [SPEC END 0000]policies includes a blanket automatic waiver of subrogation that provides this feature only when there is a written contract between the insured and certificate holder that requires it. The General Liability [CG2001 04/13 -Primary and Non-Contributory -Other Insurance Condition];Automobile [CA7334 09/15 Primary and Non-Contributory - Other Insurance Conditions]and Umbrella [SPEC END 0000 Endorsement]policies includes a primary &non-contributory provision only when there is a written contract between the insured and certificate holder that requires such provision. The Umbrella Liability policy follows form Additional Insured Endorsement provided by underlying insurance (Employers Liability,Commercial General Liability, Commercial Auto Liability)-Per Form CU0001 04/13 -Commercial Liability Umbrella Coverage Form. The General Liability,Auto and Umbrella policies includes an endorsement providing that 30 days'notice of cancellation except 10 days'in the event of cancellation for nonpayment of premium will be furnished to the certificate holder who is required by written contract with the named insured per Form # UW17300211 Notification Endorsement for Cancellation/Non-Renewal or Material Change. The Workers'Compensation policy includes an endorsement providing that 30 days'notice of cancellation or other material change of the policy will be furnished to the certificate holder who is required by written contract with the named insured per Form #WC420601 -Texas Notice of Material Change Endorsement. Limited pollution coverage work sites -Texas-$100,000 Each Pollution Incident [Limited Pollution Coverage -Work Sites Texas #CG7110 04/05] CG 71 10 04 05 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. LIMITED POLLUTION COVERAGE - WORK SITES - TEXAS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Schedule Each Pollution Incident Limit $100,000 Pollution Liability Aggregate Limit $100,000 Property Damage Deductibl e $ 1,000 Each Pollution Incident Premium $__________ (If no entry appears in the space above for property damage deductible, no deductible applies to the coverage provided by this endorsement.) A.The following is added to COVERAGES (Section I)(1)the amount we will pay for damages and "clean-up costs” is limited as described in SECTION III - LIMITS OF INSURANCE of this endorsement; and COVERAGE D. LIMITED POLLUTION COVERAGE 1. Insuring Agreement. (2)Our right and duty to defend end when we have used up the applicable limit of insurance in the payment of judgments, settlements, or "clean-up costs” or when any allegations of the suit seeking covered damages have been settled. a.We will pay those sums that the insured becomes legally obligated to pay: (1)As damages because of: (a)“bodily injury”; or (b)“property damage”; or No other obligation or liability to pay sums or perform acts or services is covered unless explicitly provided for under SUPPLEMENTARY PAYMENTS. (2)As "clean-up costs” because of “environmental damage” which directly results from physical injury to tangible property; b.This insurance applies to "bodily injury", "property damage", and "environmental damage" only if: to which this insurance applies. We will have the right and duty to defend any “suit” seeking those damages. However, we will have no duty to defend the insured against any “suit” seeking damages for “bodily injury” or “property damage” or “environmental damage” to which this insurance does not apply. We may at our discretion investigate any “pollution incident” and settle any claim or “suit” that may result. But: (1)The "bodily injury", "property damage", or "environmental damage" arises out of a "pollution incident". (a)on or from "your work site" in the "coverage territory"; CG 71 10 04 05 Page 1 of 7 500500500500 POLICY NUMBER: 85321620POLICY NUMBER: 85321620POLICY NUMBER: 85321620POLICY NUMBER: 85321620 CG 71 10 04 05 This exclusion applies:(b)that is demonstrable as beginning and ending within 72 hours; and (1)Whether or not the insured may be liable as an employer or in any other capacity; and (c)that is accidental. (2)The “bodily injury”, “property damage”, or “environmental damage” occurs during the policy period. (2)To any obligation to share damages with or repay someone else who must pay damages because of the injury. c.Damages because of “bodily injury” include damages claimed by any person or organization for care, loss of services, or death resulting at any time from the “bodily injury”. e.“Property damage”, or “environmental damage” to: (1)A “waste facility”; (2)Property you own, rent, or occupy now or at any time in the past; 2. Exclusions. The insurance provided by this endorsement does not apply to: (3)Premises you sell, give away or abandon, if the “property damage” arises out of any part of those premises; a.“Bodily injury”, “property damage”, or “environmental damage” expected or intended from the standpoint of the insured. (4)Property loaned to an insured; or (5)Personal property in the care, custody or control of an insured.b.“Bodily injury”, “property damage”, or “environmental damage” for which the insured is obligated to pay damages by reason of the assumption of liability in a contract or agreement. f."Bodily injury", "property damage", or "environmental damage" included within the "products-completed operations hazard". This exclusion does not apply to liability for damages that the insured would have in the absence of the contract or agreement. g."Bodily injury", "property damage", or "environmental damage" arising out of the ownership or operation of any offshore facility as defined in the: c.Any obligation of the insured under a workers’ compensation, disability benefits or unemployment compensation law or any similar law. (1)Outer Continental Shelf Lands Act Amendment of 1978 as amended, or (2)Clean Water Act 1977 as amended, or d.“Bodily injury” to: (3)Any deepwater port as defined in the Deepwater Port Act of 1974 as amended, (1)An “employee” of the insured arising out of and in the course of: (a)employment by the insured; or or as may be amended. (b)performing duties related to the conduct of the insured’s business. h."Bodily injury", "property damage", or "environmental damage" arising out of the ownership, maintenance, use or entrustment to others of any aircraft, "auto", rolling stock or watercraft owned or operated by or rented or loaned to any insured. Use includes operation and "loading or unloading". (2)The spouse, child, parent, brother or sister of that “employee” as a consequence of (1)above. CG 71 10 04 05 Page 2 of 7 CG 71 10 04 05 m.Any loss, cost or expense arising out of any request, demand, or order that any insured or others test for, monitor, clean-up, remove, contain, treat, detoxify or neutralize, or in any way respond to, or assess the effects of “pollutants” at any site which is included or proposed for inclusion on a governmental body's clean-up priority list whether made in a claim or suit by or on behalf of a governmental authority or pursuant to statutory or regulatory provision. This exclusion does not apply to “bodily injury”, “property damage”, or “environmental damage” arising out of the operation of any of the equipment listed in paragraph f.(2) or f.(3) of the definition of “mobile equipment” (Section V.). i.“Bodily injury”, “property damage”, or “environmental damage” arising out of the emission, discharge, release or escape of drilling fluid, oil, gas or other fluids from any oil, gas, mineral, water or geothermal well. n.Any multiple damages. j.“Bodily injury”, “property damage”, or “environmental damage” arising out of a “pollution incident” which results from or is directly or indirectly attributable to failure to comply with any applicable statute, regulation, ordinance, directive or order relating to the protection of the environment and promulgated by any governmental body, provided that failure to comply is a willful or deliberate act or omission of: o.“Bodily injury”, “property damage” on or from any of “your work sites”, on which any insured or any contractor or subcontractor working directly or indirectly on any insured’s behalf are performing operations if the “pollutants” are not brought on or to “your work site” by such insured, contractor or subcontractor. B.SUPPLEMENTARY PAYMENTS - COVERAGES A AND B is amended to:(1)The insured; (2)You and your spouse;SUPPLEMENTARY PAYMENTS - COVERAGES A., B. AND D.(3)Your members or partners and their spouses;C.SECTION III - LIMITS OF INSURANCE is amended as follows: (4)Your managers or (5)Your officers, directors or stockholders.1.Paragraph 1,is replaced by the following: 1.The Limits of Insurance shown in the Declarations and this endorsement and the rules below fix the most we will pay regardless of the number of: k.“Bodily injury”, “property damage”, or “environmental damage” arising out of acid rain. l.“Bodily injury”, “property damage”, or “environmental damage” arising out of: a.Insureds; b.Claims made or "suits" brought; or (1)The transportation of “mobile equipment” by an “auto” owned or operated by or rented or loaned to any insured; or c.Persons or organizations making claims or bringing "suits". 2.Paragraph 2.is replaced by the following: (2)The use of “mobile equipment” in, or while in practice or preparation for, a prearranged racing, speed or demolition contest or in any stunting activity. 2.The General Aggregate Limit is the most we will pay for the sum of: a.Medical expenses under Coverage C; b.Damages under Coverage A, except damages because of "bodily injury" or "property damage" included in the "products-completed operations hazard"; CG 71 10 04 05 Page 3 of 7 CG 71 10 04 05 c.Damages under Coverage B; and (3)The nature and location of any injury or damage arising out of the "occurrence," offense or "pollution incident." d.Damages under Coverage D. 3.The following is added: b.If a claim is made or "suit" is brought against any insured, you must: 8.Subject to 2. above (the General Aggregate Limit) the Pollution Liability Aggregate Limit is the most we will pay for the sum of: (1)Immediately record the specifics of the claim or "suit" and the date received; anda.All damages because of all “Bodily injury”, “property damage”, and (2)Notify us as soon as practicable. You must see to it that we receive written notice of the claim or "suit" as soon as practicable. b.All "clean-up costs” incurred because of all “environmental damage”; c.You and any other involved insured must:arising out of all “pollution incidents”.(1)Immediately send us copies of any demands, notices, summonses or legal papers received in connection with the claim or "suit"; 9.Subject to 2. above (the General Aggregate Limit) and 8. above (the Pollution Liability Aggregate Limit) the Each Pollution Incident Limit is the most we will pay for: (2)Authorize us to obtain records and other information; (3)Cooperate with us in the investigation or settlement of the claim or defense against the "suit"; and a.All damages because of all “bodily injury” and “property damage”; and b.All "clean-up costs” incurred because of all “environmental damage”; (4)Assist us, upon our request, in the enforcement of any right against any person or organization which may be liable to the insured because of injury or damage to which this insurance may also apply. arising out of any one “pollution incident”. D.SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS is deleted and replaced with the following: d.No insured will, except at that insured's own cost, voluntarily make a payment, assume any obligation, or incur any expense, other than for first aid, without or consent. 1. Bankruptcy Bankruptcy or insolvency of the insured or of the insured's estate will not relieve us of our obligations under this Coverage Part and this endorsement. e.We will notify the first Named Insured in writing of: (1)An initial offer to compromise or settle a claim made or "suit" brought against any insured under this coverage. The notice will be given not later than the 10th day after the date on which the offer is made. Duties In The Event Of Occurrence, Offense, Pollution Incident, Claim Or Suit 2. a.You must see to it that we are notified as soon as practicable of an "occurrence", an offense, or “pollution incident” which may result in a claim. To the extent possible, notice should include: (2)Any settlement of a claim made or "suit" brought against the insured under this coverage. The notice will be given not later than the 30th day after the date of the settlement. (1)How, when and where the "occurrence", offense or "pollution incident" took place;3.Legal Action Against Us (2)The names and addresses of any injured persons and witnesses; and No person or organization has a right under this Coverage Part and this endorsement: CG 71 10 04 05 Page 4 of 7 CG 71 10 04 05 a.To join us as a party or otherwise bring us into a "suit" asking for damages from an insured; or (c)That is insurance purchased by you to cover your liability as a tenant for "property damage" to premises rented to you or temporarily occupied by you with permission of the owner; or b.To sue us on this Coverage Part and this endorsement unless all of its terms have been fully complied with. (d)If the loss arises out of the maintenance or use of aircraft, "autos" or watercraft to the extent not subject to Exclusion g. of Section I - Coverage A - Bodily Injury And Property Damage Liability and Exclusion 1. of Coverage D. Limited Pollution Coverage - Work Sites. A person or organization may sue us to recover on an agreed settlement or on a final judgment against an insured obtained after an actual trial; but we will not be liable for damages that are not payable under the terms of this Coverage Part and this endorsement or that are in excess of the applicable limit of insurance. An agreed settlement means a settlement and release of liability signed by us, the insured and the claimant or the claimant's legal representative.(2)Any other primary insurance available to you covering liability for damages arising out of the premises or operations, or products and completed operations, for which you have been added as an additional insured by attachment of an endorsement. Other Insurance4. If other valid and collectible insurance is available to the insured for a loss we cover under Coverages A or B of this Coverage Part, or Coverage D of this endorsement, our obligations are limited as follows: When this insurance is excess, we will have no duty under Coverages A, B or D to defend the insured against any "suit" if any other insurer has a duty to defend the insured against that "suit". If no other insurer defends, we will undertake to do so, but we will be entitled to the insured's rights against all those other insurers. a.Primary Insurance This insurance is primary except when b. below applies. If this insurance is primary, our obligations are not affected unless any of the other insurance is also primary. Then, we will share with all that other insurance by the method described in c. below.When this insurance is excess over other insurance, we will pay only our share of the amount of the loss, if any, that exceeds the sum of: b.Excess Insurance This insurance is excess over: (1)The total amount that all such other insurance would pay for the loss in the absence of this insurance; and (1)Any of the other insurance, whether primary, excess, contingent or on any other basis: (2)The total of all deductible and self-insured amounts under all that other insurance.(a)That is Fire, Extended Coverage, Builder's Risk, Installation Risk or similar coverage for "your work";We will share the remaining loss, if any, with any other insurance that is not described in this Excess Insurance provision and was not bought specifically to apply in excess of the Limits of Insurance shown in the Declarations of this Coverage Part and this Endorsement. (b)That is Fire insurance for premises rented to you or temporarily occupied by you with permission of the owner; CG 71 10 04 05 Page 5 of 7 CG 71 10 04 05 c. Method Of Sharing 7. Separation Of Insureds If all of the other insurance permits contribution by equal shares, we will follow this method also. Under this approach each insurer contributes equal amounts until it has paid its applicable limit of insurance or none of the loss remains, whichever comes first. Except with respect to the Limits of Insurance, and any rights or duties specifically assigned in this Coverage Part and this Endorsement to the first Named Insured, this insurance applies: a.As if each Named Insured were the only Named Insured; and If any of the other insurance does not permit contribution by equal shares, we will contribute by limits. Under this method, each insurer's share is based on the ratio of its applicable limit of insurance to the total applicable limits of insurance of all insurers. b.Separately to each insured against whom claim is made or "suit" is brought. Transfer Of Rights Of Recovery Against Others To Us 8. If the insured has rights to recover all or part of any payment we have made under this Coverage Part and this Endorsement, those rights are transferred to us. The insured must do nothing after loss to impair them. At our request, the insured will bring "suit" or transfer those rights to us and help us enforce them. 5. Premium Audit a.We will compute all premiums for this Coverage Part in accordance with our rules and rates. b.Premium shown in this Coverage Part as advance premium is a deposit premium only. At the close of each audit period we will compute the earned premium for that period. Audit premiums are due and payable on notice to the first Named Insured. If the sum of the advance and audit premiums paid for the policy period is greater than the earned premium, we will return the excess to the first Named Insured. 9. Deductible - Coverage D. Only a.As our obligation under this endorsement to pay damages on your behalf for "property damage" or "clean-up costs" because of "environmental damage" applies only to the amount of damages or "clean-up costs" in excess of any deductible amount stated in the schedule of this endorsement as applicable to Each Pollution incident. Neither the Each Pollution Incident Limit nor the Pollution Liability Aggregate Limit will be reduced by the application of such deductible amount. c.The first Named Insured must keep records of the information we need for premium computation, and send us copies at such times as we may request. 6.Representati ons By accepting this policy, you agree:b.The terms of this insurance, including those with respect to:a.The statements in the Declarations are accurate and complete;1.Our right and duty to defend any "suits" seeking those damages; andb.Those statements are based upon representations you made to us; and c.We have issued this policy in reliance upon your representations. CG 71 10 04 05 Page 6 of 7 CG 71 10 04 05 2.Your duties in the event of a "pollution incident", claim, or "suit"; 24.“Pollution incident” means the actual or alleged emission, discharge, release, or escape of “pollutants” from “your work site” provided that such emission, discharge, release, or escape results in “environmental damage”. All “bodily injury”, “property damage” and “environmental damage” arising out of one emission, discharge, release, or escape shall be deemed to be one “pollution incident”. apply irrespective of the application of the deductible amount. c.We may pay any part or all of the deductible amount to effect settlement of any claim or “suit” or such portion of any claim or “suit” seeking damages under Coverage D. and, upon notification of the action taken, you shall promptly reimburse us for such part of the deductible amount as has been paid by us. 25.“Waste facility” means any site to which waste from the operations of “your work site” is legally consigned for delivery or delivered for storage, disposal, processing or treatment, provided that such site is not and never was owned by, rented or loaned to you.E.The following is added to SECTION V - DEFINITIONS: 26.“Your work site” means any site or location on which you or any contractors or subcontractors working directly or indirectly on your behalf are working. “Your work site” does not include any premises, site or location which currently is or was, at the time you or any contractors or subcontractors working directly or indirectly on your behalf were working on such premises, site or location, owned or occupied by or rented or loaned to you. 22."Clean-up costs” means expenses incurred to remediate the injurious presence of “pollutants” in or upon land, the atmosphere, or any water course or body of water. 23.“Environmental damage” means the injurious presence of “pollutants” in or upon land, the atmosphere, or any water course or body of water. 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