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Contract 45556 (2)
FORT WQRTH CITY SECRETARY / D.O.E. FILE CONTRACTOR'S -rtiOJECT MANUAL CONSTRUCTION'S COPY FOR CLIENT DEPARTMENT THE CONSTRUCTION OF CONTRACT NO. Wes de LLL & IV Water Main Connection City Project No. 01988 Betsy Price Tom Higgins Mayor City Manager S. Frank Crumb, P.E. Director, Water Department Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department OFFICIAL, RECORD CITY SECRETARY F1 WOrmi, TX Prepared for The City of Fort Worth 2013 [NAV A DUNAWAY ASSOCIATES, L.P. 550 Bailey Avenue, Suite 400 Ft. Worth, TX 76107 Office: 817-335-1121 /Fax: 817-429-1370 www.dunaway-assoc.com DALP Project# B000490.001 * $ KE N M. CAMPSELL Oe t 0,` 1 ' T$ R cm0.12014 1 SECTION 00 00 00 2 TABLE OF CONTENTS 3 4 Division 00 - General Conditions 5 00 05 10 Mayor and Council Communication 6 00 05 15 Addenda 7 00 11 13 Invitation to Bidders 8 00 21 13 Instructions to Bidders 9 00 35 13 Conflict of Interest Affidavit 10 00 41 00 Bid Form 11 00 42 43 Proposal Form Unit Price 12 00 43 13 Bid Bond 13 00 43 37 Vendor Compliance to State Law Nonresident Bidder 14 00 45 11 Bidders Prequalifications 15 00 45 12 Prequalification Statement 16 00 45 13 Bidder Prequalification Application 17 00 45 26 Contractor Compliance with Workers' Compensation Law 18 19 00 45 40 Minority Business Enterprise Goal 20 21 00 52 43 Agreement 22 00 61 13 Performance Bond 23 00 61 14 Payment Bond 24 00 61 19 Maintenance Bond 25 00 61 25 Certificate of Insurance 26 00 72 00 General Conditions 27 00 73 00 Supplementary Conditions 28 29 Division 01 General Requirements 30 01 11 00 Summary of Work 31 01 25 00 Substitution Procedures 32 01 31 19 Preconstruction Meeting 33 01 31 20 Project Meetings 34 01 32 16 Construction Progress Schedule 35 01 32 33 Preconstruction Video 36 01 33 00 Submittals 37 01 35 13 Special Project Procedures 38 01 45 23 Testing and Inspection Services 39 01 50 00 Temporary Facilities and Controls 40 01 55 26 Street Use Permit and Modifications to Traffic Control 41 01 57 13 Storm Water Pollution Prevention Plan 42 01 58 13 Temporary Project Signage 43 01 60 00 Product Requirements 44 01 66 00 Product Storage and Handling Requirements 45 01 70 00 Mobilization and Remobilization 46 01 71 23 Construction Staking and Survey 47 01 74 23 Cleaning 48 01 77 19 Closeout Requirements 49 01 78 23 Operation and Maintenance Data CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 00 00 00 - 1 TABLE OF CONTENTS Page 1 of 3 Westside III & IV Water Main Connection City Project No. 01988 000000-2 TABLE OF CONTENTS Page 2 of 3 1 01 78 39 Project Record Documents 2 3 Technical Specifications which have been modified by the Engineer specifically for this 4 Project; hard copies are included in the Project's Contract Documents 5 6 Division 26 — Electrical 7 26 00 00 Electrical - General Provisions 8 26 05 19 Wires and Cables (600 Volt Maximum) 9 26 05 26 Grounding and Bonding System 10 26 05 29 Electrical Support Hardware 11 26 05 33 Raceways, Boxes and Fittings 12 26 05 43 Underground System 13 26 24 16 Panelboards 14 26 27 26 Light Switches and Receptacles 15 26 28 16 Low Voltage Enclosed Circuit Breakers and Disconnect Switches 16 26 43 13 Low Voltage AC Surge Protective Devices (SPDs) 17 26 50 00 Lighting System 18 19 Division 33 - Utilities 20 33 11 13 Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type 21 33 11 14 Buried Steel Pipe and Fittings 22 33 12 21 AWWA Rubber -Seated Butterfly Valves 23 24 Division 40 — Instrumentation 25 40 80 00 Testing 26 40 90 00 Instrumentation General Provisions 27 28 Technical Specifications listed below are included for this Project by reference and can be 29 viewed/downloaded from the City's Buzzsaw site at: 30 31 htps://proiectpoint.buzzsaw.com/client/fortworthgov/Resources/02%20- 32 %20Construction%20Documents/Specifications 33 34 Division 02 - Existing Conditions 35 02 41 14 Utility Removal/Abandonment 36 37 Division 03 - Concrete 38 03 30 00 Cast -In -Place Concrete 39 03 34 13 Controlled Low Strength Material (CLSM) 40 Division 31 - Earthwork 41 31 10 00 Site Clearing 42 31 23 16 Unclassified Excavation 43 31 23 23 Borrow 44 31 25 00 Erosion and Sediment Control 45 46 Division 32 - Exterior Improvements 47 32 11 23 Flexible Base Courses 48 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 49 32 31 13 Chain Fences and Gates 50 32 31 26 Wire Fences and Gates CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside 1II & IV Water Main Connection City Project No. 01988 000000-3 TABLE OF CONTENTS Page 3 of 3 J 1 32 91 19 Topsoil Placement and Finishing of Parkways 2 32 92 13 Hydro -Mulching, Seeding, and Sodding 3 32 93 43 Trees and Shrubs 4 5 Division 33 - Utilities 6 33 04 10 Joint Bonding and Electrical Isolation 7 33 04 12 Magnesium Anode Cathodic Protection System 8 33 05 10 Utility Trench Excavation, Embedment, and Backfill 9 33 05 26 Utility Markers/Locators 10 33 11 10 Ductile Iron Pipe 11 33 11 11 Ductile Iron Fittings 12 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 13 33 12 20 Resilient Seated Gate Valve 14 33 12 25 Connection to Existing Water Mains 15 33 12 30 Combination Air Valve Assemblies for Potable Water Systems 16 33 12 40 Fire Hydrants 17 33 12 60 Standard Blow -off Assembly 18 19 Division 34 - Transportation 20 34 41 20 Roadway Illumination Assemblies 21 22 Appendix 23 GC-4.01 Availability of Lands 24 GC-4.04 Underground Facilities 25 GC-6.06.D Minority and Women Owned Business Enterprise Compliance 26 ' GC-6.07 Wage Rates 27 GC-6.09 Permits and Utilities 28 GR-01 60 00 Product Requirements 29 Special Provisions 30 Details 31 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 M&C Review Page 1 of 2 1i.Yli'l' i"ei'«t�'iJ��i COUNCIL-- AGENDA I FORT.WORT11 COUNCIL ACTION: Approved on 3/18/2014 DATE: CODE: SUBJECT: 3/18/2014 REFERENCE C-26723 LOG NAME: 6OWSIDE3AND4P1- NO.: CONATSER C TYPE: NON- PUBLIC NO CONSENT HEARING: Authorize Execution of a Contract with Conatser Construction, TX, L.P., in the Amount c $1,013,138.40 for Westside III and IV Water Main Connections, Phase 1, and Provide fc Project Costs and Contingencies for a Project Total in the Amount of $1,072,538.40 (COUNCIL DISTRICT 3) RECOMMENDATION: It is recommended that the City Council authorize execution of a contract with Conatser Constructior TX, L.P., in the amount of $1,013,138.40 for Westside III and IV Water Main Connections, Phase 1 and provide for project costs and contingencies for a project total in the amount of $1,072,538.40. DISCUSSION: On October 16, 2012, (M&C C-25925) the City Council authorized an Engineering Agreement with Dunaway Associates, L.P., for preparation of plans and specifications for Westside III and IV Water Main Connections. This project, Phase I, will allow for the construction of approximately 6,500 linear feet of a 16-inch water main located in the Westside III pressure plane on Walsh Ranch from the IH30/Linkcrest Drive intersection to the existing dead-end 30-inch line located in the Westside IV pressure plane. The proposed project will provide for a looped water system and allow for redundancy and also includes ; pressure regulating valve to provide a safe connection between the two pressure planes. In addition, the project provides for filling a low spot (as requested by the Transportation and Public Works Department) where a future roadway is planned. The grading improvements will eliminate the need to re -dig and re -lay the water main at a more shallow depth for the roadway in the future. The project was advertised for bid on October 10, 2013 and October 17, 2013 in the Fort Worth Star Telegram. On November 14, 2013 the following bids were received: Bidder Conatser Construction TX, L.P. Wright Construction Company S.J. Louis Construction of Texas, Ltd. Jackson Construction Ltd. C.D. Builders, Inc. M-Co Construction, Inc. Atkins Brothers Equipment Company, Inc. Amount Time of Completion $1,013,138.00 120 Calendar Days $1,099,996.00 $1,119.767.10 $1,131,202.67 $1,188,357.49 $1,333,755.45 $2,271,084.00 In addition to the contract cost, $29,000.00 is required for construction staking, project management, inspection and material testing and $30,400.00 is provided for project contingencies. M/WBE Office - Conatser Construction, TX, L.P., is in compliance with the City's BDE Ordinance by committing to eight percent MBE participation on this project. The City's MBE goal on this project is r.,,.i,o+411,. YPV1PIx7 acrN2T1-1=141R4Rrcrnmcildate=3/1 R/2014 3/19/2014 M&C Review Page 2 of 2 eight percent. The project is located in COUNCIL DISTRICT 3, Mapsco 359. FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that funds are available in the current capital budget, as appropriated, of the Water Capital Projects Fund and the Street Improvement Fund. TO Fund/Account/Centers FROM Fund/Account/Centers P265 541200 603140198883 $863,324.65 C115 541200 020115136545 $149,813.75 Submitted for Citv Manager's Office bv: Fernando Costa (6122) Oriainatina Department Head: S. Frank Crumb (8207) Additional Information Contact: Rakesh Chaubey (6051) ATTACHMENTS 6OWSIDE3AND4P1-CONATSER MAP.pdf 1 ., ii r .....OT1 1CO0AD. /14P)111n �nor)nin CITY OF FORT WORTH WATER DEPARTMENT ADDENDUM NO. 1 WESTSIDE III & IV WATER LINE IMPROVEMENTS CITY PROJECT No. 01988 ADDENDUM RELEASE DATE: October 25, 2013 BIDS RECEIVED DATE: November 7, 2013 INFORMATION TO BIDDERS: The Plans, Specifications and Contract Documents for the above mentioned project are hereby revised and amended as follows: 1. SECTION 00 11 13 Invitation to Bidders, Revised to include a pre -bid meeting as outlined below: DATE: Wednesday October 30r , 2013 TIME: 2:00 PM- 3:00 PM PLACE; Water Department Administration Conference Room #225 Fort Worth, Texas 76102 LOCATION: Water Department 2id Floor City Hall Please acknowledge receipt of the Addendum in the following locations: (1) In the space provided below (2) In the amended Proposal, Units I & II: Water and Grading Improvements (3) Indicate in upper case letters on the outside of the sealed bid envelope: "RECEIVED & ACKNOWLEDGED ADDENDUM NO. 1" Failure to acknowledge the receipt of Addendum No. 1 could cause the subject bidder to be considered "NON -RESPONSIVE", resulting in disqualification. A signed copy of this addendum shall be placed into the proposal at the time of bid submittal. RECEIPT ACKNOWLEDGED: RAKESH CHAUBEY, P.E. PROJECT MANAGER, WATER DEPARTMENT By: By: -fir Rake Chaubey, P.E. Title: Thv v Qh-i- Projec Manager Addendum No, 1 Westside III & IV Water Line Improvements CITY PROJECT # 01988 CITY OF FORT WORTH WA 1ER DEPARTMENT ADDENDUM NO. 2 WESTSIDE III & IV WATER LINE IMPROVEMENTS CITY PROJECT No. 01988 ADDENDUM RELEASE DA 1'h: November 6, 2013 BIDS RECEIVED DATE: November 14, 2013 INFORMATION TO BIDDERS: The Plans, Specifications and Contract Documents for the above mentioned project are hereby revised and amended as follows: 1, SECTION 00 11 13 Invitation to Bidders, Revised BIDS RECEIVED DATE from Thursday. November 7. 2013 to Thursday November 14. 2013., 2. SECTION 00 42 43 Bid Item #*2-C 3311.0674, 16" Steel AWWA C200 Water Pipe (Restrained Joints), Revised Bid Ouantity from 1 LF to 250 LF. 3, SECTION 00 42 43 Bid Item #*2-D 3311.0684, 16" Concrete AWWA C303 Water Pipe (Restrained Joints), Revised Bid Ouantitv from 1 LF to 250 LF. 4, SECTION 00 42 43 Bid Item #25 3293.0103, Eastern Red Cedar Trees (w/mulch, stakes and misc. landscape items per details) (PRV), Revised Bid Ouantity from 7 EA to 6 EA. 5, SECTION 00 42 43 Bid Item #26 3293.0102, Wax Myrtle Tree (w/mulch, stakes and misc. landscape items per details) (PRV), Revised Bid Ouantity from 10 EA to 4 EA. 6, SECTION 00 42 43 Bid Item #38 3213.0401, 6" Concrete Driveway (PRV), Revised Bid Ouantity from 2.142 SF to 900 SF. 7, SECTION 00 42 43 Bid Item #39 3231.0113, 6' Chain Link, Steel w/concrete mow strip (PRV), Revised Bid Ouantitv from 160 LF to 136 LF. 8, SECTION 00 42 43 Bid Item #42 3211.0111, 4" Flexible Base, Type A, GR-1 Ground Cover (PRV), Revised Bid Ouantity from 91 SY to 61 SY. 9. SECTION 00 42 43 Added Bid Item #43 2605.3011. 2" CONDT PVC SCH 40 (T) (PRV) 100 LF. NOTE: Replace entire proposal section with the version enclosed herein. (Revised excel spreadsheet has been posted to Buzzsaw) • 10, SECTION 00 45 40 Added Minority Business Entervrise (MBE) Goal of 8% to the project. Addendum No, 2 Westside III & Iv Water Line Improvements CITY PROJECT # 01988 11. SECTION 26 43 13 - Low Voltage AC Surge Protective Device (SPDs) A. Added Paragraph 2.04 2.04 ANALOG SIGNAL SURGE PROTECTORS (SPDs) A. Subject to compliance with the Contract Documents, the following Manufacturers are acceptable: 1. AGM Electronics 2. Acromag Inc. 3. Moore Industries 4. Phoenix Contact 5. EDCO 6. Approved equal B. The listing of specific manufacturers above does not imply acceptance of their products that do not meet the specified ratings, features and functions. Manufacturers listed above are not relieved from meeting these specifications in their entirety. C. Type: 1. DIN Rail mounting for control and termination panels. 2. For loop powered transmitters provided pipe nipple style mounting at the transmitter. 12. SECTION 40 90 00 - Instrumentation General Provisions A. Paragraph 1.01 B (Distributed Control System Supplier...) Delete this paragraph in its entirety and renumber subsequent paragraphs. B. Paragraph 1.01 D (Immediately following contract award...) Delete this paragraph in its entirety and renumber subsequent paragraphs. C. Paragraph 1.01 E (DCS Programmer...) Replace this paragraph in its entirety with the following: ■ "PLC Programmer: The Owner will provide all application software programming of the PLC and graphical user interface. The Contractor shall coordinate installation, wiring termination, startup, and commissioning with the Owner's development of software programming." D. Paragraph 1.01 F (PLC systems furnished as part of other Divisions...) Delete this paragraph in its entirety and renumber subsequent paragraphs. E. Paragraph 1.01 G (Instrumentation furnished as a part of other Divisions...) Delete the reference to "and DCS Programmer". F. Paragraph 1.01 H (The INCS Shall install wiring for all field instruments...) Replace this paragraph in its entirety with the following: G. The INCS shall install wiring for all field instruments and equipment from their field locations up to the PLC cabinet as depicted in the Contract Documents, H. Paragraph 1.01 I (The INCS shall install wiring for all field -mounted instruments...) Replace the reference to "DCS cabinets" with "PLC cabinets". I. Paragraph 1.01 L (The Contractor shall coordinate and schedule all required installation...) Delete the reference to "DCS Programmer". J. Paragraph 1.01 M (The Contractor shall coordinate and schedule all required training...) Delete the references to "DCSS" and "DCS Programmer". K. Paragraph 1.02 D (Related Sections) Delete the following lines in their entirety: 5. Section 40 91 13 Field Instruments 6. Section 40 94 44 Distributed Control Systems 7. Section 40 95 15 Input/Output List 8. Section 40 95 25 Panel Mounted Equipment 9. Section 40 95 34 Fiber Optic Data Network 10. Section 40 96 20 Field Instrument List Addendum No. 2 Westside III & IV Water Line Improvements CITY PROJECT # 01988 11. Section 40 96 30 Control Loop Descriptions 12. Section 40 96 35 Application Services L. Paragraph 3.01 C (The meetings shall be held at the General Contractor's field office...) Delete the reference to "DCS Programmer's project engineer", M. Paragraph 3.01 C.2.e (Discuss any coordination requirements...) Delete the reference to "Blower". N. Paragraph 3.02 B (The Contractor shall run all conduit and wire...) Replace the reference to "DCS cabinets" with "PLC cabinets". 13. SECTION 40 80 00 - Testing A. Replace all reference to "DCS" with "PLC" 14. SECTION Appendix GC-4,02 Subsurface and Physical Conditions Added addendum to the geotechnical report for the new PRV site location, 15. SECTION Appendix Technical Specification Added conduit specification and installation requirements. Contractor to contact ONCOR for installation inspection and acceptance of conduit prior to City final acceptance and payment. 16. PLAN CLARIFICATION: Sheets 5 & 7 - 11 — New PRV Site Location shown in plans. 17. PLAN CLARIFICATION: Sheet 30 — Redesigned layout per new PRV Site Location shown in plans. 18, PLAN CLARIFICATION: Sheet 31 — Redesigned layout per new PRV Site Location shown in plans. 19, PLAN CLARIFICATION: Sheet 35 — Adjusted silt fence and construction entrance to new PRV Site Location. 20, PLAN CLARIFICATION: Sheets Si, S3 & S4 — Added geotechnical information to structural notes and adjusted elevations per new PRV Site Location shown in plans. 21. PLAN CLARIFICATION: Sheets E4 & E5 — Adjusted layout per new PRV Site Location shown in plans. 22. PLAN CLARIFICATION: Sheet E6 — Change panelboard LP to be NEMA 4X 316 stainless steel instead of NEMA 12; change bus rating of panelboard LP to be 100A, 22kA instead of 42kVA; change service disconnect to be NEMA 4X 316 stainless steel instead of NEMA 3R; and change Detail A to show a sunshield above the Flow Indicating Transmitter consistent with that shown on Detail B on sheet E-9. 23. PLAN CLARIFICATION: Sheets L1 & L2 — Redesigned layout per new PRV Site Location shown in plans. 24. The following items are RFIs and questions that came up during bidding and the responses given: a. Q: Does the City require the contractor to prepare a cathodic protection design as a part of bid item #22 cathodic protection bid item? A: Yes per City standard specification 33 04 12 contractor must ensure that the cathodic protection system is functional and to do this a cathodic protection design will be required by the Contractor and submitted to the City for review and approval. b. Q: What is the height of the antenna tower that the City will be providing to the Contractor for the PRV Site? A: The height of the tower provided by the City will be 25-foot tall. Addendum No. 2 Westside III & IV Water Line Improvements CITY PROJECT # 01988 Please acknowledge receipt of the Addendum in the following locations: (1) In the space provided below (2) In the amended Proposal, Units I & II: Water and Grading Improvements. (3) Indicate in upper case letters on the outside of the sealed bid envelope: "RECEIVED & ACKNOWLEDGED ADDENDUM NO, 2" Failure to acknowledge the receipt of Addendum No. 2 could cause the subject bidder to be considered "NON -RESPONSIVE", resulting in disqualification. A signed copy of this addendum shall be placed into the proposal at the time of bid submittal. RECEIPT ACKNOWLEDGED: RAKESH CHAUBEY, P.E. PROJECT MANAGER, WATER DEPARTMENT By: �u-P Rakes i Chaubey, P.E. Title Q , 'Q►n-i Project Manager Addendum No. 2 Westside III & IV Water Line improvements CITY PROJECT # 01988 001113-1 INVITATION TO BIDDERS Page 1 of 2 1 SECTION 00 11 13 2 INVITATION TO BIDDERS 3 ADDENDUM#2 4 5 RECEIPT OF BIDS 6 Sealed bids for the construction of Westside III & IV Water Main Connection City Project No. 7 01988 will be received by the City of Fort Worth Purchasing Office: 8 9 City of Fort Worth 10 Purchasing Division 11 1000 Throckmorton Street 12 Fort Worth, Texas 76102 13 until 1:30 P.M. CST, Thursday, November 14, 2013. and bids will be opened publicly and read 14 aloud at 2:00 PM CST in the Council Chambers. 15 16 GENERAL DESCRIPTION OF WORK 17 The major work will consist of the (approximate) following: 18 15 LF 6" Water Pipe 28 LF 10" DIP Water Pipe 405 LF 12" PVC Water Pipe 6,521 LF 16" Water Pipe 7 EA 16" Gate Valve w/ Vault 3 EA Fire Hydrant 4 EA 2" Water Air Release Valve & Vault 3 EA 6" Blow Off Valve Assembly w/ Manhole 1 LS Pressure Reducing Valve and Flowmeter with Electrical Instrumentation 15,350 CY Grading Earthwork (Fill Borrow) 19 PREQUALIFICATION 20 The improvements included in this project must be performed by a contractor who is pre- 21 qualified by the City at the time of bid opening. The procedures for qualification and pre- 22 qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS. 23 24 DOCUMENT EXAMINATION AND PROCUREMENTS 25 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 26 of Fort Worth's Purchasing Division website at htto://www.fortworthaov.ora/purchasing/ and 27 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 28 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or 29 suppliers. 30 31 Copies of the Bidding and Contract Documents may be purchased from DUNAWAY 32 ASSOCIATES, L.P., 550 Bailey Avenue, Suite 400, Ft. Worth, TX 76107. Plans will be available 33 on Monday, October 14t1i, 2013. 34 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 00 11 13 -2 INVITATION TO BIDDERS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 Page 2 of 2 The cost of Bidding and Contract Documents is: Set of Bidding and Contract Documents with full size drawings: $80 per set. Set of Bidding and Contract Documents with half size (if available) drawings: No half size available. PREBID CONFERENCE A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following location, date, and time: DATE: TIME: PLACE: LOCATION: Wednesday October 30th, 2013 2:00 PM - 3:00 PM Water Department Administration Conference Room #225 Fort Worth, Texas 76102 Water Department 2nd Floor City Hall CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject bids. INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn: Rakesh Chaubey, P.E., City of Fort Worth Email: Rakesh.Chaubev@fortworthtexas.eov Phone: (817) 392-6051 AND/OR Attn: Kervin Campbell, P.E., Dunaway Associates, L.P. Email: kcampbell@dunaway-assoc.com Phone: (817) 335-1121 ADVERTISEMENT DATES October 10, 2013 October 17, 2013 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 0042 43 BID FORM [Bee l oft SECTION 00 42 43 PROPOSAL FORM ADDENDUM 42 UNIT PRICE BID Bidder's Application Project Item Information No I Bidlist Item No I Desorption I Spec16ca6on Section No I Unit of Measure I Bid Quantity UNIT 1 - Water Improvements •1-A 3311.0561 16" PVC C905 Water Pipe 33 11 12 LF 6,271 '2-A 3311.0564 16" PVC C905 Water Pipe (Restrained Joints) 33 11 12 LF 250 •3-A 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TN 4 •1-8 3311.0551 16" DIP Water 33 11 11 LF 6.271 •2-B 3311.0554 16" DIP Water (Restrained Joints) 33 11 11 LF 250 •3-8 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TN 4 •1-C 3311.0671 16" Steel AWWA C200 Water Pipe 33 11 14 - Modified LF 6.271 e2•C 3311.0674 16" SteeIAWWA C200 Water Pipe (Restrained Joints)"Addendum #2 33 11 14 - Modified LF 250 •3-C 3311.0011 Steel Fittings 33 11 14 - Modified LS 1 •1-3 3311.0681 16" Concrete AW WA C303 Water Pipe 33 11 13 - Modified LF 6.271 •2-D 3311.0684 16" Concrete AWWA C303 Water Pipe (Restrained Joints) " Addendum #2 33 11 13 -Modified LF 250 •3-D 3311.0021 C303 Fittings 33 11 13 - Modified LS 1 4 3311.0564 16^ PVC C905 Water Pipe (At Gas Line Crossings) 33 11 12 LF 174 5 3311.0461 12" PVC Water Pipe 33 11 12 LF 405 6 3311.0141 6^ Water Pipe 33 11 10, 33 11 12 LF 10 7 3312.3006 16" Gate Valve w/ Vault 33 12 20 EA 7 8 3312,3005 12" Gate Valve 33 12 20 EA 6 9 3312.3004 10" Gate Valve 33 12 20 EA 3 10 3312,3002 6" Gate Valve 33 12 20 EA 2 11 3311.0001 Ductile Iron Water Fittings w/ Restraint <12" Pipe 33 11 11 TN 2 12 3312.0001 Fire Hydrant 33 12 40 EA 2 13 3312.1002 2" Water Air Release Valve & Vault 33 12 30 EA 4 14 3312.6002 6" Blow Off Valve Assembly wl Manhole 33 12 60 EA 3 15 3312.0106 Connection to Exstng 16" Water Main 33 12 25 EA 2 16 3305.0109 Trench Safety 33 0510 LF 7.160 17 3292.0400 Seeding, Hydromudch 32 92 /3 SY 4,773 18 3231.0211 Barbed Wire Fence, Metal Posts 32 31 26 LF 50 19 3305.0110 Utility Markers 33 05 26 LS 1 20 9999.0001 Remove Existing Abandoned 10^ Devon Gas Line 99 99 00 Special Provisions LF 30 21 3305.0116 Concrete Encasement for Utility Pipes 33 05 10 CY 35 22 3304.0002 Cathodic Protection (Steel, DIP and Concrete Pipe Options) 33 04 12 LS 1 23 3211.0111 4" Flexble Base, Type A, GR-i Gas Pad Dirt Road Repair 32 11 23 SY 50 24 3125.0101 SWPPP 2 1 acre (Implementation only) 31 25 00 LS 1 J293.0f03 Eastern Red Cedar Trees (w/mulch, stakes and misc. landscape items per details) 32 93 43 EA 6 25 tFv,R TAdederee (wndum #2 3293.0102 /mulch, stakes and misc, landscape items per details) (PRV) - 32 EA 4 26 Addendum #2 27 9999.0002 Irrigation System (PRV) 99 99 00 Special Provisions LS 28 3312.0000 10" Butterfly Valve (PRV) 33 12 21 - Modified EA 29 9999.0003 Electrical (PRV) Division 26 LS 30 9999.0004 Instrumentation (PRV) Division 40 LS 31 9999,0005 Concrete Vault Structure and appurtances per plans (PRV) 99 99 00 Special Provisions LS 1 32 3123.0101 Unclassified Excavation by Plan (PRV) 31 23 16 CY 304 33 9999,0006 Equipment (Install only. Material provided by City see sheet 31) (PRV) 99 99 00 Special Provisions LS 1 34 9999.0007 Equipment (Furnish and Install see sheet 31) (PRV) 99 99 00 Special Provisions LS 1 35 I 3311.0351 10" DIP Class 51 Water Pipe (PRV) 33 11 10 LF 20 36 3311.0554 16" DIP Class 51 Water (Restrained Joints) (PRV) 33 11 10 LF 15 37 0241.1106 16" Pressure Plug (PRV) 02 41 14 EA 2 38 I 3213.0401 6" Concrete Driveway (PRV) - Addendum #2 3213 20 SF 900 39 I 3231.0113 6' Chain Link, Steel w/concrete mow strip (PRI5 "Addendum #2 32 3113 LF 136 40 3231.0302 6' Gate, Steel (PRV) 32 31 26 EA 2 41 3441.3323 Illumination Assembly (Furnish & Install) (Wood Pole, Arm w/ Cobra Head per details, ground box. conduit and conductor1/PRV1 34 41 20 EA i 42 I 3211.0111 4" Flexible Base, Type A, GR.1 Ground Cover (PRV) - Addendum #2 32 11 23 SY 61 43 I 2605.3011 2" CONDT PVC SCH 40 (T) (PRV) - Addendum #2 26 05 33 LF 100 SUBTOTAL UNIT 1 Bidders Proposal Unit Price I Bid Value UNIT 2 - Grading Improvements 1 3110.0101 Site Clearing 31 10 00 LS 1 2 3123.0103 Borrow by Plan 31 23 23 CY 15,350 3 3292.0400 Seeding, Hydromulch 32 92 13 SY 13,055 4 3292.0500 Seeding, Sod Retention Blanket 32 92 13 SY 1,455 5 9999.0096 Paving Construction Allowance 32 92 13 EA 50,000 $1.00 S50,000 POI SUBTOTAL UNIT 2 I TOTAL UNIT 1 + UNIT 2 I *Contractor to select one pipe material and setting option (A, 8, C, D) I CITY OF FORT R'ORITI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fe,m Rnixd 20110627 R'naidc III IV Wales Alm Comaaon City Proja-t No. 01913 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 004540-1 MINORITY BUSINESS ENTERPRISE GOAL Page 1 of 1 SECTION 00 45 40 MINORITY BUSINESS ENTERPRISE GOAL ADDENDUM#2 APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal may be applicable. If the total dollar value of the contract is $50,000 or less, the MBE subcontracting goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. MBE PROJECT GOAL The City's MBE goal on this project is 8% of the total bid (Base bid applies to Parks and Community Services). Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply with the intent of the City's Business Diversity Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or 3. Good Faith Effort documentation, or; 4. Waiver documentation. Failure to comply with the City's M/WBE Ordinance shall result in the Bid being considered non- responsive. Any questions, please contact the M/WBE Office at (817) 392-6104. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall deliver the MBE documentation in person to the appropriate employee of the Managing Department and obtain a date/time receipt. Suchreceipt shall: be evidence that the. City received the documentation_ in the time allocated. A faxed copy will not be, accepted 1. Subcontractor Utilization Form, if goal is met received by 5:00 p.m.," five (5) City business days after or exceeded: the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after Utilization Form, if participation is less than the bid opening date, exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor Utilization Form, if no MBE participation: 4. Prime Contractor Waiver Form, if firm will perform all subcontracting/supplier work: 5. Joint Venture Form, if utilizing a joint venture to meet or exceed goal. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 Gorrondona & Associates, Inc. November 1, 2013 Mr. Kervin Campbell, PE Dunaway Associates LP 550 Bailey Avenue, Suite 400 Fort Worth, Texas 76107 Re: ADDENDUM 1 TO GEOTECHNICAL ENGINEERING REPORT Westside III & IV 16-inch Water Main, Phase I Fort Worth, Texas G&AI Project No. 13-0034 Dear Mr. Campbell: Gorrondona & Associates, Inc. (GA&I) is pleased to submit Addendum 1 to our Geotechnical Engineering report for the above referenced project. This investigation was performed in general accordance with the supplemental geotechnical investigation Proposal No. P12-0247, Addendum No.1. Additional subsurface information was required for the proposed PRV Water Vault structure located to the east of the Waste Management landfill entrance road. The location of the geotechnical boring in the area of the vault structure is illustrated in the boring plan attached. A brief summary of the stratigraphy indicated by the boring (B-14) is provided below. Generalized Subsurface Conditions in the area of proposed Vault Structure (Boring B-14) Nominal Depth, feet bgs General (Except as Noted) Description Top of Bottom Layer of Layer Detailed Description of Soils/Materials Encountered Stiff to very stiff FAT CLAY WITH SAND (CH) / 0 12 FAT CLAY SANDY FAT CLAY (CH) with weathered limestone layers. 12 15 LIMESTONE Soft to hard WEATHERED LIMESTONE. Note: Boring Termination Depth = 15 feet bgs. 11710 North Freeway • Suite 700 • Houston, Texas 77060 • 281.469.3347 • Fax 281.469.3594 Gorrondona & Associates, Inc. — Texas Engineering Firm Registration No. F-7933 Mr. Kervin Campbell, PE G&AI Project No.: 13-0034 November 1, 2013 Limestone was encountered approximately 12 feet below existing grade. Based on our field investigation and the structural drawings provided, slab foundations should bear at or below limestone. We recommend an allowable net bearing capacity of 4,000 psf with uplift pressures of 500 psf for the upper 5 feet of soil. BackfiII material should consist of select fill with Liquid Limits less than 35 and Plasticity Index Tess than 20, or alternatively use flowable fill placed in one sequence bottom to top of excavation. We recommend that slab deflections be analyzed using a coefficient of subgrade reaction, k, of 300 pounds per cubic inch (pci). We have assumed that the slab subgrade will not be chemically stabilized. All other recommendations in our geotechnical engineering report remain unchanged. Please contact us if you have any questions or require additional services. Respectfully submitted, Lee Gurecky, EIT Project Engineer Lee Gurecky, ELT. 2013.11.01 11:38:00-05'00' Digitally signed by Telfryn John DN: cn=Telfryn John, o=Gorrondona & Associates, Inc., ou=GEO Fort Worth, email=tjohn@ga-inc.net, c=US Date: 2013.11.01 13:47:27 -05'00' Telfryn L John, PE Principal / Area Manager - Geotechnical, Environmental & CMT Services Attachments: Boring Plan, Boring Log, Structural Drawings Gorrondona and Associates 11710 North Freeway, Suite 700, Houston, TX 77060 7524 Jack Newell Blvd. S., Fort Worth, TX 76118 Telephone: HOU 281-469-3347; FW 817-496-1424 Fax: HOU 281-469-3594; FW 817-496-1768 CLIENT Dunaway Associates LP PROJECT NUMBER 13-0034 DATE STARTED 10/29/13 CONTRACTOR StrataBore METHOD Continuous Flight Auger LOGGED BY DL COMPLETED 10/29/13 CHECKED BY LG NOTES Latitude: 32.721431, Longitude: -97.532383 0 5 10 TCP TEMPLA MATERIAL DESCRIPTION FAT CLAY WITH SAND (CH) / SANDY FAT CLAY (CH) - Stiff to very stiff, gray and light brown, shaley, with calcareous nodules, fine gravel and weathered limestone seams. WEATHERED LIMESTONE - Soft to hard, tan and gray. Bottom of hole at 15.0 feet. BORING NUMBER B-14 PAGE 1 OF 1 PROJECT NAME Westside III & IV 16-inch Water Main, Phase I PROJECT LOCATION Fort Worth, Texas GROUND EVEVATION 863.49 ft HOLE SIZE GROUND WATER LEVELS: INITIALLY ENCOUNTERED Not Encountered AFTER 15 MIN. Not Encountered AFTER --- ATTERBERG •i- a z a) w o LIMITS w Wz�w w >v Ea. o HQ�~� nz zwm C' �a -5 () ^ LL W UO Z O Ojq U g CC 2!S �wQZ Uz n a 0 v a g— z a E: ST 22 54 16 38 82 11-21-26 (47) SS 12 5-10-22 (32) 22 66 20 46 70 ST 1.5 1.1 96 27 SS 38-50/4" 7 AU 9 ---"/,tP, 50(0.5") 50(0.25")1 APPENDIX Addendum#2 GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GR-01 60 00 Product Requirements Special Provisions Details Technical Specifications - Conduit CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 Technical Specifications CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 APPROVED PULL TAPES CONDUIT SIZE MANUFACTURER CATALOG NO. 1", 2", 3", & 4" ARNCO DL WP 25 FIBERTEK WP2500 NEPTCO, INC. WP2500P 6" FIBERTEK WP5000 NEPTCO, LNC. RP6000N For this location you will need to install: 2 4 -CONDUIT SIZE # OF CONDUITS 4 Fr. MIN, 6 FT. MAX. HNISHED F1) GRADE I I I /////v,/,/e(///l/i/ '//y///////////////////// I I I I 24" RADIUS BEND PLAN VIEW METL-'3, SOCKETS INSTALLED 3Y CONTRACTOR TWO 2- HOLE STRAPS I I I I 0 N*7 --7.irgrar=7' RISER POLE BY COMPANY "IWAS% CONDUIT MUST BE SHCEDULE 40 PVC INSTALL .NIPPLE WHEN -REQUIRED TO E_XTEND BEND MIN. 6' ABOVE 'FINISHED GRADE FINISHED GRADE 1 k86 1 1 NEW PRY SITE LOCATION NO. REVISION \-I,BM/61 SHEET 15 WALSH RANCHES. L.P. VOLUME 12624, PAGE 92 D.R.7.C. T. sHeer 1 L4 _]cp /59] WATER LINE 3 IiALSH RANCHES, LP. VOLUME 12624, PACE 92 D.R.TC T. IVALSH RA+/Ch'E5, LP. VOLME 12624, PAGE 92 0 R. T.C. T. WATER LINE 1— QUAIL MEADOW DRIVE`? 4ALSH RANCHES, LP. VOLUME 12524, PAGE 92 D.R.T.C.T. 1 • I Uqq MEgr_ LVc+ CC ZI —74 W — ro C CP / 641 — .‘ a SHEET 26 I' hI 1 1 — WATER LINE 1 SHEET 29 SHEET 17 .400 TRACT t REMAINDER LE 45.87 ACRES (BY DEED) WASTE MANAGEMENT OF TEXAS, U/C VOLUME 12268, PACE 228/ D.R. T C.F. arlEE74 18 2 CO WATER LINE 4 1.095 ACRES (BY DEED) WASTE MANAGEMENT OF TEXAS. INC. VOLUME 16645, PACE 2000 DR.7.C. T. 7NY 11.1-13 BY DATE WPC FORT WORTH DESIGNED DRAWN f74C CHECKED IH- SCALE DATE HORD 1'=200' October VERT 2013 N/A COY NUMBER WATER NUMBER 01988 1265-60314019883 DOE NUMBER 7084 LOT IR, BLOCK 7 !PASTE MANAGEMENT ADG77TD5 C C F. No. D209152293 P.R. T.C. T. SHEET 27 DUNAWAy 550 Bailey Avenue • Suite 400 • Fat Worth, Texas 76107 Tel: 817.335.1121 • Fax: 817.335.7437 ' (TX REG, F•1114) STA J1+00.00 (AHEAD) _ STA 30411.89 (BACK) N 6949145.54 E 2262461.75 SHeer 1 TRACT 1 PELTA!\"JER CF 45 67 A GR S (9Y DECO) 11ASTE MANAGEMENT 0F" TEXAS, INC. Mt/NC 12205. FACE 2251 D.R. T.0 T. WARNING TO COyjRA .]M• CALL 811 (TEXAS 811) OR 07HER UTILITY LOCATING SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY. DUNAWAY ASSOC., LP. IS NOT RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES OR DEPICTING EXACT LOCATIONS OF UTILITIES ON DRAWINGS . UPON NOTE. THE UTILITIES SHOWN ON THE PLANS WERE COMPILED FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE GENERAL EXISTENCE AND LOCATION OF UTILITIES IN THE AREA OF CONSTRUCTION THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE UOUTY INFORMATION SHOWN ON THE PLANS. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CONTACT URUTY COMPANIES 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES IN ORDER TO DETERMINE /F THERE IS ANY CONFLICT H7771 THE PROPOSED FACYUTIES THE CONTRACTOR SHALL NOW THE ENGINEER IMMEDIATELY WHEN CONFLICTS WITH EXISTING UTIUTIES ARE DISCOVERED. THE FOLLOWING PHONE NUMBERS ARE PROVIDED FOR CONVENIENCE. CONSIDERATION OF OTHER UTILITIES MAY BE REQUIRED, FORT MOM WATER DEPT (817) 392-4477 FORT WORTH 1PW (817) 392-8100 TEXAS 811 (LOCATING SERVICE) 811 CHARTER COMMUNICATIONS (TV CABLE) (888) 438-2427 MCI OWNER OF WESTERN UNION UNES) (800) 624-9675 AT& (817) 338-6202 VERIZON (BOO) 483-1000 ATMOS ENERGY (800) 817-8090 ONCO.R ELECTRIC DELIVERY (888) 215-6688 BENCHMARKS CPS / 7 3' BRASS CAP MARKED '+' IN CONCRETE SET APPROXIMATELY 3050 FEET IN SOUTHWESTERLY D/REC80N FROM THE CENTERLINE OF CHAPEL CREEK BOULEVARD, 26 FEET PERPENDICULAR TO A FENCE UNE MARKING THE APPROX/MAIE NORTHWEST RIGHT—OF—WAY LINE OF I-30, ALSO BE71/0 26.5 FEET SOUTH SOUTHEAST OF A TxDOT BRASS CAP IN CONCRETE MARKING AN ANGLE POINT OF SAND NORTHWEST RIGHT—OF—WAY. ELEV = 769.70 IBM / 1 ❑ SET AT NORTHEAST CORNER OF A CONCRETE CURB INLET 16' AT A AZIMUTH OF 89' 35' FROM CP / 50. EYEV = 866.86 TOM / 2 ❑ SET /N A CONCRETE CURB INLET 35' AT A AZIMUTH OF 296' FROM CP / 51. ELEV = 874.13 IBM/3 RR SPIKE SET IN SOUTH FACE OF A POWER POLE 309 AT A AZIMUTH OF 53' FROM CP / 52 ELEV = 900.81 7BM /4 RR SPIKE SET IN 6' TREE 116' AT A AZIMUTH OF 334' FROM CP / 55 ELEV = 88534 7BM/5 RR SPIKE SET IN THE SOUTH FACE OF A 6' TREE 137' AT A AZIMUTH OF 13' FROM CP / 57 ELEV - 884.55 78M/6 RR SPIKE SET IN 7HE SOUTH FACE OF A 6' MESQUITE TREE 436' AT A AZIMUTH OF 351' FROM CP / 59 ELEV — 944.34 78M /7 RR SPIKE SET IN THE SOUTH FACE OF A POKER POLE 708' AT A AZIMUTH OF 12' FROM CP / 61 ELEV = 97562 TBM/8 0 SET 1N CONCRETE CURB 8' t SOUTH OF PROPOSED 16' WATER LINE AND 97' AT A ADMU7H OF 296' FROM CP / 62. EIEV = 916.59 WATER 1988-380 0 L 150 1 GRAPHIC SCALE IN FEET 30T0 SEE SHEET 6 FOR COORDINATE CONTROL POINTS AND AUNGMENT DATA. CITY OF FORT WORTH, TEXAS WESTSIDE III & IV WATER LINE IMPROVEMENTS KEYMAP, ALIGNMENT AND COORDINATE CONTROL PLAN DA PROJECT B000490 1 SHEET 5 NO. NEW PRY SITE LOCATION l rEX 16" GA EX 16" —EX 16" GATE VALVE EX 8" GATE VALVE OX INSTALL 1-16" GATE VALVE INSTALL 1-6" BLOW —OFF ASSEMBLY INSTALL 1-16" GATE VALVE 1 2-12" GATE VALVES __�:pROR-16-W INSTALL 1-2" COMBINATION AIR VALVE ASSEMBLY 11,15. RAVC,A.LP. 1V1,,.v£ 120E2 FACE 92 G i. WATER LINE 1 1i NAVC.S LP. t•c 12524. PA. 92 DR,TCT. INSTALL 1 1-2" COMBINATION AIR VALVE ASSEMBLY TRIL-MEADOWDRIVE INSTALL 1-16" GATE VALVE 2-12" GATE VALVES INSTALL 1-6" BLOW —OFF ASSEMBLY INSTALL 1—FIRE HYDRANT 0 3 l9AU%£ ISo24 PAG. 41 Oa icl INSTALL 2-16" GATE VALVES MAC, (4 <µe52C"RS (770( J) OR t.CC nnisr P Lr. ✓,it! E 12E2<,25. FA PA c{ 92 DF.TC i, INSTALL 1-2" COMB/NATION AIR VALVE ASSEMBLY WATER LINE 1 INSTALL 1-16" CATE VALVE 2-12" GATE VALVES 1095 ACRES MY Ci45) OAST u<VACEVE,n , Yv<s +.r. YT:cvt tEFa T.G 1.<ft PAL_ 2 00 D WEStSIDE IV WESTSIDE /11 PRESSURE PLANE PRESSURE PLANE Y,AS ii. irla IF. ry D_ih-Y CCF. He D20-9,522. e..P.TCT. EX 8" GATE VALVE— _ EX 16" GATE VALVE I 8I I IH 30 �-'--'PROP16-w _ REVISION 1 BY DATE INSTALL 1-16" GATE VALVE — EX FIRE HYDRANT i — 1 I, TR,Cr 1 <S S> Ai,ES{(SY CEEi) a ¢ 6iaaca•_.T S a lrume� 12iw. ;AC, seer n a.cc r. INSTALL 1-6" BLOW —OFF ASSEMBLY \ \ \\ 11 \1 \1 1\ EX 16" GATE VALVE-1 I Ex-ussy-- !_i► I INSTALL—r' 1—PTV II PWY DESIGNED FORT WORTH Fwy DRAWN 104C CHECKED SCALE DATE HOS0 1" = 200' October VERT 2013 N/A c/16 NUMBER WATER NUMBER 01988 1265-60314019883 DOE NUMBER 7084 DUNAWAy 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 • Fax: 817.335.7437 (TX REG, F-11141 DATE EN IN ER // / ?o/ 77 INSTALL 1-2" COMBINATION AIR VALVE ASSEMBLY WARNING TO CONTRACTOR CALL 811 (TEXAS 811) 0R OWNER UTILITY LOCATING SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY- DUNAWAY ASSOC., L-P. IS NOT RESPONSIBLE FOR KNOWING ALL EXISRNG UTILITIES OR DEPICTING EXACT LOCATIONS OF UDURES 0'N DRAWINGS UTILITY NOW: THE UTILITIES SHOW ON THE PUNS WERE COMPILED FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE GENERAL EXISTENCE AND LOCATION OF UTILITIES IN THE AREA OF CONSTRUCTION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE UTILITY INFORMATION SHOWN ON THE PLANS THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL UDURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CONTACT UTILITY COMPANIES 48 HOURS I1 ADVANCE 0,F ANY CONSTRUCTION ACTIVITIES 1N ORDER TO DETERMINE 1F THERE 1S ANY CONFLICT WITH THE PROPOSED FACILITIES THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY MIEN CONFLICTS WITH EX/STNC UTILITIES ARE DISCOVERED. THE FOLLOWING PHONE NUMBERS ARE PROVIDED FOR CONVENIENCE CONSIDERATION OF OTHER UTILITIES MAY BE REQUIRED. FORT 80RTI WATER DEPT FORT 15ORTI1 TRW TEXAS BIT (LOCARNG SERVICE) CHARTER COMMUN/CAROMS (TV CABLE) MCI (OWNER OF WESTERN UNION LINES) AT&T VER/ZOI ABIOS ENERGY QNCOR ELECTRIC OEUIERY WATER MAP NO 11 1 1988-380 200 0 200 I I (817) 392-4477 (817) 392-8100 811 (888) 438-2427 (800) 624-9675 (817) 338-6202 (800) 483-1000 (800)8vs 8688 400 GRAPHIC SCALE IN FEET CITY OF FORT WORTH, TEXAS WESTSIDE III & IV WATER LINE IMPROVEMENTS ISOLATION VALVE PLAN DA PROTECT B000490 SHEET 7 11( 1 NEWPRV SITE LOCATION NO. KAL,v vi LP v-LCE US , LOo2 ,cr. F LP. 92 DR c srA 6+42.30 X-21562 ISOLATE EX 16" WATER LINE EX 16" GATE VALVE WATER LINE 5 rWATER LINE 1 Att. MEADOW DRIVE - 11-1-13 REVISION 1 BY DATE 3 0 7 I • 11' FEv,01.-2.2 L= ACRES (SY LIEN.2, nnir FA c3, nc tCWU£ 121CP. PR, 2231 nR TOT -- — PROP Ib'W �" -� '`N" • _ r nns Tci v:i5°o- io) Vters rexAAve 333. E 0843 PALE 2000 LOT 1R, KC,I Gn,L-EVE r2cc.ca. Cf M1'a DICit-1293 STA 67+30.17 WATER LINE 1 NEW 16" GATE VALVE DO NOT CONNECT TO EXISTING 16" WATER LINE CLOSE GATE VALVE AFTER CLEANING AN TESTING „J 3 EX FIRE HYDRANT PWY DESIGNED FORT WORTH PWY DRAWN IUIC CHECKED 1( SCALE HOWE 1" = 200' VERT N/A 1---Wi-11 I r WATER NUTAUR P265-60314019883 DATE October 2013 CRY NUMBER 01988 DOE NUMBER 7084 Y`Y UUr t2 PRGE 91 osier 1587 2CR£5 (3V _ED) (.0 GF rAS C. 1`-.0 E DFTPACE 2,7L r, DUNAWAy 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817335.1121 • Fox: 817.335,7437 (IX REG. F-11141 i WARNING TO CONTRACIDR- CALL 811 (TEXAS 811) OR OMER UTILITY LOCATING SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY- DUNAWAY ASSOC, LP. IS Nor RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES OR DEPICTING EXACT LOCATIONS OF URURES ON DRAWINGS UTILITY NOTE: ME UTILITIES SHOWN ON M£ PUNS WERE COMPILED FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW ME GENERAL EXISTENCE AND LOCATION OF MIRES /N ME AREA OF CONSTRUCTION. ME ENGINEER ASSUMES NO RESPLWAB/UTY FOR ME ACCURACY OF ME UTILITY INFORMATION SHOWN ON ME PLANS ME CONTRACTOR SHALL VERIFY ME EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. ME CONTRACTOR SHALL CONTACT UTILITY COMPANIES 48 HOURS /N ADVANCE OF ANY CCWSTRUCBON ACTIVITIES /N ORDER TO DETERMINE IF MERE IS ANY CONFLICT WWM ME PROPOSED FACILITIES. ME CONTRACTOR SHALL NOTIFY ME ENGINEER 1MMED/ATEIY WHEN CONFLICTS WTM EXISTING UTILITIES ARE DISCOVERED. ME FOLLOWING PHONE NUMBERS ARE PROVIDED FOR CONVENIENCE. CONSIDERATION OF OMER UTILITIES MAY BE REQUIRED. FORT WORM WATER DEPT FORT WORM TPW TEXAS au (LOCATING SERVICE) CHARTER COMMUMCARO'IS (TV CABLE) MCI (OWNER OF WESTERN UNION LINES) AT&T VER/ZON ADIOS ENERGY ONCOR ELECTRIC DELIVERY 200 I WATER MAP NO 1988-380 200 I (817) 392-4477 (817) 392-8100 811 (8888)) 438-2427 624-9675 (8177) 338-6202 (800) 483-1000 (800) 817-8090 (888) 215-6688 400 GRAPHIC SCALE IN FEET STEP 1 CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF THE EXISTING 16" WATER UNE LOCATED AT THE EAST END OF THE EXISTING PORTION OF QUAIL MEADOW DRIVE AND THE 16' WATER LINE ALONG IH 30 WS FRONTAGE ROAD LOCATED APPROXIMATELY 745 LP' TO THE WEST OF THE ENTRANCE TO WASTE MANAGEMENT'S PROPERTY. 2. AT LEAST 2 WEEKS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL COORDINATE WATER LINE ISOLATIONS AND SHUT DOWN DATE AND TIME WITH: a. THE CITY OF FORT NORTH, ROGER HAUSER, ASSISTANT WATER SYSTEMS SUPERINTENDENT, 017-925-22360. ISOLATE EXISTING 16' WATER LINE ALONG THE EXISTING PORTION OF QUAIL MEADOW DRIVE AT AN EXISTING 16' GATE VALVE AT STA 6+4230 X-21562 LOCATED IN A MEDIAN AT 771E JUG HANDLE AND QUAIL MEADOW DRIVE. 4. CONSTRUCT ALL PROPOSED WATER UNES AS DESIGNED IN SHEETS 12-29. DO NOT CONNECT PROPOSED 16' WATER UNE TO EXISTING 16' WATER LINE ALONG IN 30 W5 FRONTAGE ROAD. OPEN ALL VALVES AND CLEAN AND TEST ALL NEW WATER LINES. 6. ALL GATE VALVES TO REMAIN OPEN EXCEPT THE NEWLY INSTALLED GATE VALVE AT STA 674-30.17 WATER LINE 1 AND THE GATE VALVES ON WATER LINES 2-5. CITY OF FORT WORTH, TEXAS WESTSIDE ID & IV WATER LINE IMPROVEMENTS WATER CONSTRUCTION SEQUENCING STEP 1 DA PROJECT 13000490 SHEET 8 1 NO. 1\ Rot• \(</: WATER L/NE 3 WATER LINE 2 WALSH o-ES LP t„1 " D`.erc.Zi4. PAG 92 I`r WATER LINE 5 WATER LINE 1 ~ 10 c5 540 ps LP. I. E S1 • D`a rdsA' NEW PRY 571E LOCATION 1 DTDR bow RIVE 31 11 3 d;.aye 4i 65IEG✓ g,SO7) 02 IP/A$ r•C. IAu t 12.6. FA. 2251 DR'cr. S,l Il ` -- _. — PROP 16' n 4L$N RA•:A I 1 0 4.f UL 11524• D.R rGt. L96ir, (DY00(0) nnsr .uv:<csu:-.vr ¢xc MINE 1u6604d PA. 2000 OALCI. LOr 1R E+.04, 1 .ill- v.,urtu_�r Awsrlcrr GCF. ' L203152 P29_ _4r.CT -STA 67+30.17 ." WATER UNE 1 ISOLATE NEW 16" WATER LINE CONNECT PROPOSED 16" WATER LINE TO EXISTING 16" WATER LINE AS DESIGNED ON SHEET 27 STA 125+50.00 X-16475 • ISOLATE EX 16" WATER UNE EX 16" GATE VALVE TO REMAIN CLOSED • 105 11.1-13 I REVISION BY DATE IH 30 PWY DESIGNED PWY DRAWN / 40 CHECKED \ i a FORT WORTH EX FIRE HYDRANT I , :17= SCALE DATE NOR¢ 1" = 200. October PERT 2013 N/A CITY NUMBER WATER NU/ABER 0198E 9265-60314019883 00E NUMBER 7084 S LP. DAf.0 I WATER LINE 1 3 MALI 0 WASTE t4,,44.1::r 4C.1. e 12,4.. FAG£ 2261 04,C r. DUNAWAy 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 • Fax: 817.335.7437 (TX REG. F-1114) 3 STEP 2 1. AT LEAST 2 WEEXS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL COORDINATE WATER UNE ISOLATIONS AND SHUT DOWN DATE AND TIME WITH: D. THE CITY OF FORT WORTH, ROGER HAUSER, ASSISTANT WATER SYSTEMS SUPERINTENDENT, 817-925-2360, b. WASTE MANAGEMENT; WESTSIDE TRANSFER STATION, BILL BUCKINGHAM, FACIUTY FOREMAN, 817-244-3500 2. ISOLATE EXISTING 16" WATER UNE ALONG IH 30 W8 FRONTAGE ROAD AT AN EXISTING 16" CATE VALVE AT STA 125+50.00 X-16475 LOCATED APPROXIMATELY 15 LF TO THE WEST OF THE THE ENTRANCE TO WASTE MANAGEMENT'S PROPERTY. 3. CONNECT THE NEW 16" WATER UNE TO THE EXISTING 16 WAVER UNE ALONG IH 30 KB FRONTAGE ROAD AS DESIGNED IN SHEET 27. 4. OPEN THE NEWLY INSTALLED GATE VALVE AT STA 67+30.17 ." WATER UNE 1. 5. 7HE EXISTING 16" GATE VALVE AT STA 125+50.00 - X-16475 TO REMAIN CLOSED. nw / 7-0/3 DATE ECT EN IN }YARNING TO CONTRACTOR. CALL 811 (TEXAS 811) OR OTHER UTILITY LOCATING SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY. DUNAWAY ASSOC., LP. 1S NOT RESPONSIBLE FOR KNOWING ALL EX/STING UIIUIIES OR DEPICTING EXACT LOCA SONS OF UTILITIES ON DRAWINGS U7TUTY NOTE THE UTILITIES SHOWN ON 7H£ PLANS WERE COMPILED FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE GENERAL EXISTENCE AND LOCATION OF URURES IN THE AREA OF CONSTRUCTION. ME ENGINEER ASSUMES NO RESPONS/B/UTY FOR THE ACCURACY OF THE UTILITY INFORMATION SHOWN ON ME PLANS THE CONTRACTOR SHALL VERIFY ME EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. ME CONTRACTOR SHALL CONTACT URUTY COMPANIES 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACRNRES IN ORDER TO DETERMINE IF MERE IS ANY CONFLICT WITH THE PROPOSED FAC/URES THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY WHEN CONFUCTS WPM EXISTING UTILITIES ARE DISCOVERED. ME FOLLOWING PHONE NUMBERS ARE PROVIDED FOR CONVENIENCE. CONSIDERATION 0/ OTHER URURES MAY BE REQUIRED. FORT WORTH WATER DEPT FORT WORTH 7PW TEXAS 811 (LOCATING SERVICE) CHARTER COMMUNICATIONS (TV CABLE) MG (OWNER OF WESTERN UNION LINES) AT&T VER/ZON ATMOS ENERGY ONCOR ELECTRIC OELVERY WATER MAP NO 1988-380 200 I (817) 392-4477 (817) 392-8100 (888) 811 438-2427 (800) 624-9675 (817) 338-6202 (800) 483-7000 (800) 817-8090 (888) 215-6688 400 GRAPHIC SCALE IN FEET CITY OF FORT WORTH, TEXAS WESTSIDE III & IV WATER LINE IMPROVEMENTS WATER CONSTRUCTION SEQUENCING STEP 2 DA PROJECT B000490 SHEET 9 NOM NMI 24bez I 1 NEW PRV SITE LOCATION NO. MOVE 12214 PRE:: 92 D.F.I.C.T. WATER LINE 5 WATER LINE 1 PROp.14:Ty.r._ UAIL MEADOW DRIVE S4 RR0P£S l P. It.l t.E t181e, pRcc 91 LRTGl. A A II-1-13 REVISION I BY I DATE IH 30 PWY DESIGNED PWY DRAWN KMC CHECKED c �1. 00 ROOT sVuvRV1D ) OLL IrY4OVE 1220, PC2281 DITTO( 1-------------- I p I . I I PROP 16'VI --""-- Y - r.005 0000 (02 0250 .2512 MINE 10E14 PRO, 2000 ILTOT LOT IF, ✓.D`iT svnov da eat, .., 02Di152eJ8 P R.TC! T STA 125+50.00 ti X-16475 EX 16` GAT VALVE TO REMAIN CLOSED FORT WORTH EX FIRE HYDRANT SCALE DATE HORN. 1" = 200' October VERT 2013 N/A CITY NUMBER WATER NUMBER 01988 P265-60314019883 DOE NUMBER 7084 4ll EY IYcPa, PfO, 91 E2 ei)ES( ar DECO) OAST ♦•,r::,�✓Ervr ycf 2r,.s I,c --C ECR i1:C TFCE 2281 CONSTRUCT PRV VAULT AS\ DESIGNED ON SHEETS 30 �31 DO NOT CONNECT TO 1-‘-' EX 16` WATER LINE 0 DUNAWAy 550 Bailey Avenue • Sulle 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 • Fax: 817.335.7437 MEG. F-11141 1( WARNING TO COV7RAC7(M: CALL 817 (TEXAS 877) Oft OTHER UTILITY LOCATING SERVICES 48 HORS PRIOR TO CONSTRUCTION ACRNIY. DUNAWAY ASSOC, LP. IS NOT RESPONSIBLE FOR KNOTTING ALL EXISTING UTILITIES OR DEPICTING EXACT LOCATIONS OF UTILITIES OV DRAWINGS UTILITY NOTE: MI6 UMURES SHOWN AV THE PLANS WERE COMPILED FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE GENERAL EXISTENCE AND LOCATION OF UTILITIES IN THE AREA OF CONSTRUCTION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LIMY INFORMATION SHOWN ON THE PLANS THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CONTACT UDUTY COMPANIES 48 HOURS IN ADVANCE OF ANY CONS7RUCDOV ACTIVITIES IN ORDER ro DETERMINE IF THERE IS ANY CONFLICT WITH THE PROPOSED FACTURES. THE CONTRACTOR SHALL NOTIFY 774E ENGINEER IMMEDIATELY WHEN CONFLICTS HIRT EXISTING UTILITIES ARE DISCOVERED. THE FOLLOWING PHONE NUMBERS ARE FRONDED FOR CONVENIENCE. CONSIDERATION OF OTHER UTILITIES MAY BE REQUIRED. FORT WORTH WATER DEPT FORT WORTH 7PW TEXAS 811 (LOCATING SERVICE) CHARIER COMMUNICATIONS (TV CABLE) MCI (OWNER OF WESTERN UNION LINES) AT&T V£RIZOV AIMOS ENERGY OVCOR ELECTRIC DELIVERY WATER MAP NO 1988-380 zoo (817) 392-4477 (817) 392-8100 811 (888) 438-2427 (800) 624-9675 (817) 338-6202 (600) 483-1000 817-8090 (888))) 215-6688 400 GRAPHIC SCALE IN FEET STEP 3 1. AT LEAST 2 WEEKS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL COORDINA7E WATER LINE ISOL4770NS AND SHUT 001471 DAZE AND TIME W7771: o. 7HE CITY OF FORT WORTH, ROGER HAUSER, ASSISTANT WATER SYSTEMS SUPERINTENDENT, 817-925-2360. b. WASTE MANAGEMENT; WESTSIDE TRANSFER STA710N, BILL BUCKINGHAM, FACILITY FOREMAN, 817-244-3500 2. CONSTRUCT PRV AS DESIGNED ON SHEETS 30-31. DO NOT MAKE CONNECTIONS TO THE EXISTING 16` WATER LINE AT THIS STEP. 3. THE EXISTING 16` CATE VALVE AT STA 125+50.00 X-16475 TO REMAIN CLOSED. CITY OF FORT WORTH, TEXAS WESTSIDE III & IV WATER LINE IMPROVEMENTS WATER CONSTRUCTION SEQUENCING STEP 3 DA PROJECT 8000490 SHEET 10 NEW PRV SITE LOCATION NO. REVISION SY PAA0.£S LP. .LY,.x.EO BTCTFa-9Z WATER LINE 5 WATER LINE 1 n_Iv+8E`2: ES LPa V:%i"£P E2 T.F. -2 PINY BY DATE WATER LINE 3 1545 RL=L51(5Y MP) m tss4e, v( PAP, 2002 Sr fian,�.ES, I P. I J[U ' 12324, FALL 52 "nzrcr WATER LINE 1 55 FA':21£i LP. vJ:'850 t2524. PA80 51 Pfi iC.T. NOTE TO CONTRACTOR: COORDINATE WITH WASTE MANAGEMENT WESTSIDE TRANSFER STATION, BILL BUCKINGHAM, FACULTY FOREMAN, 817-244-3500, PRIOR TO CUTTING OFF SERVICE TO WASTE MANAGEMENT'S FACILITY. -";u.T�.r 45B) ALES (BY G�iJ) C•£ T iS 'AIx I1VF_ t22s r.($cFA(£r. 2231 a PROP I08/-'_ s1 I PWY DESIGNED FORT WORTH PlW DRAWN KMC CHECKED 1,:46fuPIO'J[ 1 PAS T N:•) CCr A OIJ9152223 P.F.TGT. STA 124+48.52 •v X-16475-• ISOLATE EX 8' WATER LINE EX 8" GATE VALVE STA 425+50.00 X-16475 ISOLATE EX 16" WATER LINE EX 16" GATE VALVE _ ..__ __.- _ i • 1 FIT"` SCALE DATE HORD 1' = 200' October VERT 2013 N/A CHY NUMBER WATER NUMBER 01988 0265-60314019883 DOE NUMBER 7084 MALI 1 OLPP e5.117 <CP S PI' 1520) n+S T 1FavACP-"T LF TEAS. P1C MP,. 12229, PA. 22?1 PxTCT \`` 1 STA 116+26.00 ••• X-164� ISOLATE EX 16" WATER LINE EX 16" GATE VALVE CONNECT NEW PRV AS DESIGNED ON SHEETS 30-31 _ _ _ _ I 1 1 18. ��1 Ir DUNAWA 550 Bailey Avenue • Suite 400 • Fort Worth. Texas 76107 Tel: 817.335.1121 • Fax: 817.335.7437 (VIREO. F-1114) 1 STEP 4 1. AT LEAST 2 WEEKS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL COORDINATE WATER LINE ISOLATIONS AND SHUT DOWN DATE AND RUE WITH: o. THE CITY OF FORT WORTH, ROGER HAUSER, ASSISTANT WATER SYSTEMS SUPERINTENDENT, 817-925-2360. b. THE CITY OF FORT WORTH, CHRIS HARDER, P.E. ENGINEERING MANAGER, 817-392-8293. c. WASTE MANAGEMENT, WESTSIDE TRANSFER STATION, BILL BUCKINGHAM, FACIUTY FOREMAN, 817-244-3500 2. ISOLATE EXISTING 16" WATER UNE ALONG TH 30 WB FRONTAGE ROAD AT AN £X 16" GATE VALVE AT STA 125+50.00 ••• X-16475 LOCATED APPROXIMATELY 15 LF WEST OF THE ENTRANCE TO WASTE MANAGEMENTS PROPERTY. 3. ISOLATE EXISTING 8' WATER UNE ALONG THE EAST SIDE OF WASTE MANAGEMENTS PROPERTY AT AN EXISTING 8' GATE VALVE TO THE NORTH AT STA 124+48.52 X-16475 LOCATED ON THE EAST SIDE OF THE THE ENTRANCE TO WASTE MANAGEMENT'S PROPERTY. 4. ISOLATE EXISTING 16" WATER UNE ALONG It/ 30 W8 FRONTAGE ROAD AT AN EXISTING 16" GATE VALVE AT STA 116+26.00 ••• X-16475 LOCATED APPROXIMATELY 830 LF TO THE EAST OF THE THE ENTRANCE TO WASTE MANAGEMENT'S PROPERTY. 5. MAKE CONNECTIONS FOR THE NEWLY INSTALLED PRV TO THE EXISTING 16" WATER UNE AS DESIGNED ON SHEET 31. 6. OPEN ALL GATE VALVES EXCEPT THE GATE VALVES ON WATER ONES 2-5. ROJEOT EN KNEE DATE WARNING TO CONTRACTOR: CALL 811 (TEXAS 8/7) OR OTHER UTILITY LOCATING SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACANTY. DUNAWAY ASSOC., L.P. IS NOT RESPONSIBLE FOR KN081NC ALL EXISTING UTILITIES OR DEPICTING EXACT LOCATIONS OF UTILITIES QV DRAWINGS 1/IIITY NOTE• THE UDURES SHOWN ON THE PLANS HERE COMPILED FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE GENERAL DOS7ENCE AND LOCATION OF UTILITIES 1N THE AREA OF CONSTRUCTION. THE ENGINEER ASSUMES NO RESPO/IS/BIUTY FOR 7HE ACCURACY OF THE UTILITY INFORMATION SHORN ON THE PLANS. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL URURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CONTACT OTIUTY COMPANIES 48 HOURS 11l ADVANCE OF ANY CONSTRUCTION ACTIVITIES /N ORDER TO 0E1E71MINE 1F THERE IS ANY CONFI/CT 1/77H THE PROPOSED FACTURES THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY WHEN CONFLICTS 19771 EXISTING u11V11E5 ARE DISCOVERED. THE FOLLOWING PHONE NUMBERS ARE PROVIDED FOR CONVENIENCE CONSIDERATION OF OTHER UTILITIES MAY BE REQUIRED. FORT WORTH WATER DEPT FORT WORTH TRW TEXAS CHARTER ICOMMUNICAI/LOCATING IX SERVICE CABLE) UP (OWNER OF WESTERN UNION LINES) AT&T VER/ZON ADIOS ENERGY ONCOR ELECTRIC DELIVERY 200 I WATER MAP N0 I 1988-380 200 I (8I7)) 392-8100 811 (888) 438-2427 (800) 624-9675 (800) 483-12000 (888) 817-8090 215-6688 100 GRAPHIC SCALE IN FEET CITY OF FORT WORTH, TEXAS WESTSIDE III & IV WATER LINE IMPROVEMENTS WATER CONSTRUCTION SEQUENCING STEP 4 DA PROJECT 8000490 SHEET 11 REVISION PRV VAULT SEE SHEET 31 THIS AREA TO 8E LANDSCAPED AND IRRIGATED SEE SHEETS L1-L3 RA' 11-1-13 BY I DATE SEE SHEETS EI-E9 FOR ELECTRICAL INSTRUMENTATION 61 SY CRUSH GRAVEL SURFACE .30, 3' 28.7' sr•a DUTY S,cv For - 900 SF CONCRETE-----7 q DRIVEWAY • r T-600-J95-0440 !SEE TxDOT PERMIT PLAN SET FOR DRIVEWAY FORT WORTH DESIGNED PWY DRAWN INC CHECKED TRACT 7 REMAINDER OF 45.87 ACRES (BY DEED) HASTE MANAGEMENT OF TEXAS. INC. VOLUME 1220a, PACE 2281 O.R.T.C.T. V! EX AIR RELEASE WATER VAULT 20' WIDE GATE iX V---K r, PUN- xA.--IL 045c I REMOVE VINYL RAIL FENCE AND REPLACE WITH VINYL GATE IH 30 FRONTAGE ROAD SCALE DATE NOW 1'=10' October VERT 2013 N/A CRY NUMBER WATER NUMBER 01988 9265-60314019883 DOE NUMBER 7084 WASTE MANAGEMENT SAFETY REGULATIONS: 1. SMOKING REGULATIONS Smoking Is permitted only in authorized areas. Smoking is not permitted in chemical laboratories, at fuel stations, by battery charging areas, cylinder storage areas, around flammable liquid storage areas, waste process area, or ony other location so slgnated by the Company. In addition, NO butane lighters (Ric", 'Cricket; etc.) are to be used or carried by any persons engaged in welding, cutting or burning activities. ll. HOUSEKEEPING Clean work areas and roadways are mandatory. Work areas are to be cleaned daily and all debris removed. SEE ALSO SAFETY REGULATIONS FOR OUTSIDE CONTRACTOR IN CONTRACT DOCUMENTS. 20 0' ACREEDF.MT ,FOR PIPELINE- AND APUr,1ENAV.* FACILIPES� TO CROSST X MORDI TEXTS GATHERING, L.P. C.C.F. Na D20813712 0. R. T.CT 8-16'L•' 25.0' WATER L!NE EAS=/IENT C.C.F. No. 02C9152298 CCF No. 02C805J402 P.R.T.CT Y,ELD 50/I DUNAWA 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 • Fox: 817.335.7437 (IX REG. F-11141 Ex-16"VI-- -x v . TXDOT MONUMENT POINT 1 2 3 4 P1 PC PT PI 5 P1 6 PC 7 PT 8 PI 9 FENCE CORNER 10 FENCE CORNER 11 FENCE CORNER 12 FENCE CORNER 13 FENCE CORNER 14 FENCE CORNER 15 VAULT CORNER 16 VAULT CORNER 17 VAULT CORNER 18 VAULT CORNER WARNING TO CONTRACTOR CALL 811 (TEXAS 811) OR OTHER UTILITY LOCATING SERFICES 18 HOURS PRIOR TO CONSTRUCTION ACTIVITY DUNAWAY ASSOC, LP. IS NOT RESPONSIBLE FOR KNOWING ALL EXISTING UDUDES OR DEPICTING EXACT LOCATIONS OF UTILITIES ON DRAWINGS UTILITY NOTE: THE UTILITIES SHOWN ON THE PLANS WERE COMPILED FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE GENERAL EMERGE AND LOCATION OF URUD£S /N THE AREA OF CONSTRUCTION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR D7£ ACCURACY OF THE UTIUTY INFORMATION SHOWN ON THE PLANS THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CONTACT UTILITY COMPANIES 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES /N ORDER TO DETERMINE IF THERE l5 ANY CONFLICT WTTN THE PROPOSED FACTURES 711E CONTRACTOR SHALL NOTIFY 7HE ENGINEER IMUEOATELY WHEN CONFLICTS WITH EXISTING UDUTIES ARE DISCOVERED. TIE FOLLOWING PHONE NUMBERS ARE PROVIDED FOR CONVENIENCE. CONSIDERATION OF OTHER UTILITIES MAY BE REWIRED. FORT WORTH WATER DEPT (817 392-4477 FORT WORTH 7PW (81) 392-8100 TEXAS 811 (LOCATING SERVICE) 811 CHARIER COMMUNICATIONS fry CABLE) (888) 438-2427 MO (OWNER OF WESTERN UNION LINES) (800) 624-9675 AT&T (817) 338-6202 VERTION (800) 483-1000 AIMOS ENERGY (800) 817-8090 MOOR ELECTRIC DELIVERY (888) 215-6688 BENCHMARKS CPS / 7 3' BRASS CAP MARKED 'f' IN CONCRETE SET APPROXIMATELY 3050 FEET /N SOUTHWESTERLY DIRECTION FROM THE CENIERUNE OF CHAPEL CREEK BOULEVARD, 26 FEET PERPENDICULAR TO A FENCE LINE MARKING 711E APPROXIMATE NORTHWEST RIGHT-OF-WAY LINE OF 1-30, ALSO BEING 26.5 FEET SOUTH SOUTHEAST OF A TxDOT BRASS CAP /N CONCRETE MARKING AN ANGLE P0NT OF SAID NORTHWEST RIGHT-OF-WAY. E0EV = 769.70 IBM / 1 ❑ SET AT NORTHEAST CORNER OF A CONCRETE CURB INLET 16' AT A A26IUT1 OF 89' 35' FROM aP ; 50. ELEV = 866.86 10 0 10 20 I I I 1 GRAPHIC SCALE IN FEET CONTROL POINTS DESCRIPTION NORTHING 6947810.16 6947812.15 6947821.18 6947854,19 6947852.55 6947819.30 6947808.42 6947806.43 6947837,90 6947843.37 6947861.29 6947856.07 6947853,45 6947835.20 6947841.74 6947844.67 6947854.52 6947851.60 CITY OF FORT WORTH, TEXAS WESTSIDE III & IV WATER LINE IMPROVEMENTS PRV VAULT SITE PLAN EASTING 2266432.82 2266433.03 2266444.04 2266447.07 2266464.99 2266461.95 2266471.06 2266470.90 2266444.58 2266404.45 226640Z58 2266437.47 2266466.08 2266464.41 2266426.50 2266409.75 2266411.47 2266428.22 I WATER MAP NO 1988-380 DA PROJECT B000490 1 SHEET EXISTING WATER EASEMENT 16" PLUG EX 16" DIP 16" CLASS 51 DIP v *PRV EQUIPMENT (INSTALL ONLY, MATERIAL PROVIDED BY CITY) **PRV EQUIPMENT (FURNISH AND INSTALL) ***CONCRETE VAULT STRUCTURE AND APPURTENANCES NEY/PRV SITE LOCATION NO. 0 POWER POLE / 2' 16" 45• HORIZONTAL BEND ROTATED VERTICALLY AS NEEDED TO MAKE CONNECTION TO EXISTING 16" WATER LINE 16`x10 REDUCER. 10" GATE VALVE WITH BOX. 10" BUTTERFLY VALVE. AUTOMATED ACTUATOR.* PRESSURE TRANSMITTER (PIT).* 12" DUCTILE IRON PIPE COUPLING.** 10" PRESSURE REDUCING CONTROL VALVE WITH SURGE CONTROL FEATURE.* REVISION PWY BY 11-1-13 DATE ELECTRIC PANELS CONDUIT AND INSTRUMENTATION (SEE SHEET El-E9) EX 16" DIP BE ABANDONED 6• CHAIN LINK FENCE MTH CONCRETE MOW STRIP IEXISTING VINYL SPOT RAIL FENCEi l x--.:: 1 1 EXISTING TxDOT ROW © 10" ELECTROMAGNETIC FLOWMETER. * 0 10"x6" TEE 10 6" GATE VALVE AND BOX. 11 STANDARD CITY OF FORT WORTH FIRE HYDRANT; SEE 33 12 40—D120 FOR DETAILS. 12 VAULT LIGHTS.*** 13 SUBMERSIBLE PUMP WITH FLOAT SWITCH (SUMP PUMP).** 14 VENTILATION FAN.*** PWY DFORTWORTH FSKrNED PWY DRAWN KMC CHECKED SCALE DATE WORK 1'=2' October v9RT 2013 N/A CITY NUMBER WATER NUMBER 0198E 1265-60314019883 DOE NUMBEII 7084 17 18 19 l.. i..•' 2' 10" CLASS 51 DIP 9 JL > 7i III'�II' 1 IHIV © 0 is ACCESS OPENING SHALL BE NON H-20 LOADING 30"x36" STEEL SINGLE LEAF DOOR, BILCO TYPE J MODEL OR APPROVED EQUAL, INTEGRALLY CAST INTO VAULT TOP.*** x x i ALUMINUM LADDER: RAILS SHALL BE 1-1/2" IPS SCH. 40 ALUMINUM PIPE (6063 ALLOY) WITH END CAPS. RUNGS SHALL BE 3/16" THICK ALUMINUM TREAD PLATE (3003 ALLOY) BENT TO FORM 2-1/4" x 1-1/4" CHANNEL. WALL BRACKETS SHALL BE 3/16" THICK 2-1/2" x 10" BENT PLATE (6063 ALLOY) WITH 6" STANDOFF.*** LIGHT WITH POLE. TOWER ANTENNA. CONCRETE VAULT STRUCTURE (SEE SHEETS SI—S5). DUNAWAy 550 Ba1ey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 • 110:817.335.7437 IIX REG. F-1114) 16" PLUG 16' CLASS 51 DIP EX 16" DIP >:—x--x—x— NOTES.: WART/l7/C TO CONTRACTOR: CALL 811 (TEXAS 811) OR OTHER UTILITY LOCATING SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY. DUNAWAY ASSOC., LP. IS NOT RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES OR DEPICTING EXACT LOCATIONS OF UTILITIES ON DRAWINGS UTILITY NOTE THE UTILITIES SHOWN ON THE PLANS WERE COMPILED FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE GENERAL EXISTENCE AND LOCATION OF UTILITIES /N IRE AREA OF CONSTRUCTION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE UTILITY INFORMATION SHOWN ON THE PLANS THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL UTILITIES PRIOR TO COVSIRUCTI04. THE CONTRACTOR SHALL CONTACT UTILITY COMPANIES 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES /N ORDER TO DETERMINE IF THERE IS AT/Y CONFLICT WITH THE PROPOSED FAQUTIES THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY WHEN CONFLICTS WNH EXISTING UTIUTIES ARE DISCOVERED. THE mamma' PHONE NUMBERS ARE PROVIDED FOR CONVENIO10E. CONSIDERATION OF OTHER UTILITIES MAY BE REQUIRED. FORT WORTH WATER DEPT (817) 392-4477 FORT WORTH IPW (817) 392-8100 TEXAS 811 (LOCATING SERVICE) 811 CHARTER COMMUNICATIONS (TV CABLE) (888) 438-2427 MCI (OWNER OF WESTERN UNION UNES) (800 624-9675 AT&T (877 338-6202 VER/ZON (8 ) 483-1000 AIMOS ENERGY (800) 817-8090 ONCOR ELECTRIC DELIVERY (888) 215-6688 1. FOR STRUCTURAL DETAILS SEE SHEETS S1—S5 PREPARED BY JO INFRASTRUCTURE. 2. FOR ELECTRICAL DETAILS SEE SHEETS £1—E9 PREPARED BY GUPTA & ASSOCIATES, INC. 3. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF THE EXISTING 16" WATER LINE TO MAKE CONNECTIONS 4. PIPE SUPPORTS (VERIFY WITH PIPE MANUFACTURE) a. ADJUSTABLE PIPE SADDLE SUPPORT; GRINNEL F7G 264 0R APPROVED EQUAL. b. STANCHION AND BASE PLATE, GRINNEL F7G 63 TYPE T OR APPROVED EQUAL. CITY OF FORT WORTH, TEXAS WESTSIDE III & IV WATER LINE IMPROVEMENTS PRV VAULT DETAIL DA PROJECT B000490 trSHEET 31 NO COORDINATION 1. THE CONTRACTOR SHALL COMPARE ALL DISCIPI INE AND OTHER SERIES DRAWINGS AND REPORT ANY DISCREPANCIES BETWEEN EACH SET OF DRAWINGS AND WITHIN EACH SET OF DRAWINGS PRIOR TO FABRICATION AND INSTALLATION OF ANY STRUCTURAL MEMBERS. 2. ONLY LARGER SLEEVE OPENINGS AND FRAMED OPENINGS IN STRUCTURAL FRAMING COMPONENT MEMBERS ARE INDICATED ON THE STRUCTURAL DRAWINGS. HOWEVER, ALL SLEEVES, INSERTS AND OPENINGS, INCLUDING • FRAMES AND/OR SLEEVES SHALL BE PROVIDED FOR PASSAGE, PROVISION AND/OR INCORPORATION OF THE WORK OF THE CONTRACT, INCLUDING BUT NOT LIMITED TO MECHANICAL, PIPING, ELECTRICAL AND PLUMBING WORK. THIS WORK SHALL INCLUDE THE COORDINATION OF SIZES, ALIGNMENT, DIMENSIONS, POSITION, LOCATIONS, ELEVATIONS AND GRADES AS REQUIRED TO SERVE THE INTENDED PURPOSE. OPENINGS NOT INDICATED ON THE STRUCTURAL DRAWINGS, BUT REQUIRED AS NOTED ABOVE, SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. 3. FLOOR ELEVATIONS, SLOPES, DRAINS AND LOCATION OF DEPRESSED AND ELEVATED FLOOR AREAS SHALL BE COORDINATED WITH ALL DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IN THE EVENT OFA DISCREPANCY BETWEEN DISCIPLINES. 4. COMPATIBILITY OF THE STRUCTURE AND PROVISIONS FOR BUILDING EQUIPMENT SUPPORTED ON OR FROM STRUCTURAL COMPONENTS SHALL BE VERIFIED AS TO SIZE, DIMENSIONS, CLEARANCES, ACCESSIBILITY, WEIGHTS AND REACTION WITH THE EQUIPMENT FOR WHICH THE STRUCTURE HAS BEEN DESIGNED PRIOR TO SUBMISSION OF SHOP DRAWINGS AND DATA FOR EACH PIECE OF EQUIPMENT AND FOR STRUCTURAL COMPONENTS. DIFFERENCES SHALL BE NOTED ON THE SUBMITTALS. 5. SHOP DRAWINGS SHALL BE PREPARED FOR ALL STRUCTURAL ITEMS AND SUBMITTED FOR REVIEW BY THE ENGINEER. STRUCTURAL DRAWINGS SHALL NOT BE REPRODUCED AND USED AS SHOP DRAWINGS. ALL ITEMS DEVIATING FROM THE STRUCTURAL DRAWINGS OR FROM PREVIOUSLY SUBMITTED SHOP DRAWINGS SHALL BECLOUDED. 6. THE DETAILS DESIGNATED AS "TYPICAL DETAILS" OR STANDARD DETAILS" APPLY GENERALLY TO THE STRUCTURAL DRAWINGS IN ALL AREAS WHERE CONDITIONS ARE SIMILAR TO THOSE DESCRIBED IN THE DETAILS. 7. ALL DIMENSIONS AND CONDITIONS OF EXISTING CONSTRUCTION SHALL BE VERIFIED AT THE JOB SITE PRIOR TO THE PREPARATION OF SHOP DRAWINGS. DIFFERENCES BETWEEN EXISTING CONSTRUCTION AND THAT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE REFERRED TO THE ENGINEER FOR RESOLUTION THROUGHA REQUEST FOR INFORMATION (RFI). DIFFERENCES SHALL ALSO BECLOUDED ON THE SHOP DRAWINGS. 8. ALL STRUCTURAL ELEMENTS OF THE PROJECT HAVE BEEN DESIGNED BY THE ENGINEER TO RESIST THE REQUIRED CODE VERTICAL AND LATERAL FORCES THAT COULD OCCUR IN THE FINAL COMPLETED STRUCTURE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL REQUIRED BRACING DURING CONSTRUCTION TO MAINTAIN THE STABILITY AND SAFETY OF ALL STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PROCESS UNTIL THE LATERAL -LOAD RESISTING OR STABILITY -PROVIDING SYSTEM IS COMPLETELY INSTALLED AND THE STRUCTURE IS COMPLETELY TIED TOGETHER. TEMPORARY SUPPORTS SHALL NOT RESULT IN THE OVERSTRESS OR DAMAGE OF THE ELEMENTS TO BE BRACED NOR ANY ELEMENTS USED AS BRACE SUPPORTS. 9. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND EXCEPT WHERE SPECIFICALLYSHOWN, DO NOT INDICATE THE MEANS OR METHODS OF CONSTRUCTION. THE CONTRACTOR AND THEIR SUB -CONTRACTORS SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, SEQUENCES AND SAFETY MEASURES INCLUDING, BUT NOT LIMITED TO, ADHERENCES TO ALL OSHA GUIDELINES. THE ENGINEER SHALL NOT HAVE CONTROL OF, AND SHALL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, OR ANY OTHER PERSON PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THESE PERSONS TO CARRY OUT THE WORK IN ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. 10. WHERE CONFLICT EXISTS AMONG THE VARIOUS PARTS OF THE STRUCTURAL CONTRACT DOCUMENTS, STRUCTURAL DRAWINGS, GENERAL NOTES, AND SPECIFICATIONS, THE STRICTEST REQUIREMENTS AS INDICATED BY THE ENGINEER, SHALL GOVERN. NEV PRV SLLE LD CADO N 11/ 1/ 13 RE GON IlY DATE 11. PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF1Q-JQ1IS SOLELY FOR THE PURPOSE OF DETERMINING IF THE WORK IS PROCEEDING IN ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION IS NOT INTENDED TO BEA CHECK OF THE QUALITY OR QUANTITY OF THE WORK, BUT RATHER A PERIODIC CHECK IN AN EFFORT TO INFORM THE OWNER AGAINST DEFECTS AND DEFICIENCIES IN THE WORK OF THE CONTRACTOR. CODES 1. THE GENERAL BUILDING CODE USED AS THE BASIS FOR THE STRUCTURAL DESIGN IS AS FOLLOWS: 1. INTERNATIONAL BUILDING CODE, 2009 EDITION 2. STRUCTURAL CONCRETE: BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE INSTITUTE, ACI 318, AS REFERENCED BY THE GENERAL BUILDING CODE. 3. STRUCTURAL CONCRETE: CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES, AMERICAM CONCRETE INSTITUTE, ACI 350-06. 4. STRUCTURAL STEEL: MANUAL OF STEEL CONSTRUCTION, AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC., THIRTEENTH EDITION, ANSI/AISC360, AS REFERENCED BY THE GENERAL BUILDING CODE. 5. ALUMINUM: 2005 ALUMINUM DESIGN MANUAL - SPECIFICATIONS AND GUIDELINES FOR ALUMINUM STRUCTURES, THE ALUMINUM ASSOCIATION. 6. STAINLESS STEEL: ASCE8-02, AMERICAN SOCIETY OF CIVIL ENGINEERS, 2002 SPECIFICATION FOR THE DESIGN OF COW -FORM STAINLESS STEEL STRUCTURAL MEMBERS. 7. CODE OF FEDERAL REGULATIONS, OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION, LATEST EDITION. DESIGN LOADS 1. LIVE LOADS A. ROOF (BURIED STRUCTURES) 100 psf 2. SNOW LOADS A. GROUND SNOW LOAD, Pg 5 psf 3. SEISMIC LATERAL LOAD ON THE STRUCTURE AND STRUCTURAL COMPONENTS OF THE BUILDING HAVE BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: A. 8. C. D. E. F. G. SEISMIC IMPORTANCE FACTOR, IE 1.25 OCCUPANCY CATEGORY 111 MAPPED SPECTRAL RESPONSE ACCELERATIONS 1. Ss Ng) 0.085 R. S1 (Ng) 0.047 SITE CLASS - C SPECTRAL RESPONSE COEFFICIENTS L SOS P. SW SEISMIC DESIGN CATEGORY BASIC SEISMIC FORCE RESISTING SYSTEM ORDINARY REINFORCED CONCRETE SHEAR WALLS ANALYSIS PROCEDURE USED - SIMPLIFIED 0.068 0.054 A 4. LATERAL EARTH PRESSURES ARE BASED ON AN EQUIVALENT FLUID WEIGHT OF 95 PSF/FT. SOIL GRAVITY WEIGHT FOR BURIED STRUCTURES IS BASED ON 130 PCF. 0 E E T O CAL P • is Y GORRONDONA AND • OCIA ES, NC., DA ED SEP E BER 4, 2t 13 AND ADDENDUM DATED NOVEMBER 1, 2013. 5. - DEAD LOADS INCLUDE THE SELF WEIGHT OF THESTRUCTURAL ELEMENTS. 6. LOADINGS ARE BASED ON THE WEIGHTS OF EQUIPMENT AND CONCRETE PADS AS INDICATED ON THE CONTRACT DOCUMENTS. ANY REVISIONS IN EQUIPMENT TYPE, SIZE, OR QUANTITY SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY FOR VERIFICATION OF THE STRUCTURAL DESIGN. 7. FLOOR OR ROOF LIVE LOADS HAVE NOT BEEN REDUCED. AML FORT WORTH DISTI JAIN DR\XN CNS C1¢C WC/ SCALE DATE LID 116 October vmr 2013 CIN WISC. WATER NUMMI 01988 P265-603140198883 00000M&'A 711R4 EXCAVATION PROTECTION 1. THE SIDES OF ALL EXCAVATIONS GREATER THAN 5'-0" IN DEPTH SHALL BE LAID BACK TOA SLOPE OF 1 HORIZONTAL TO 1 VERTICAL, UNLESS THE FOLLOWING APPLIES: A. A STEEPER SLOPE IS ALLOWED BY THE GEOTECHNICAL ENGINEER FOR THE PARTICULAR LOCATION AND SITE CONDITIONS IN QUESTION. B. A TEMPORARYRETENTION SYSTEM IS INDICATED ON THE STRUCTURAL DRAWINGS. C. AN ALTERNATIVE PROTECTIVE SYSTEM IS SUBMITTED BY THE CONTRACTOR AND ALLOWED BY THE OWNER. 2. CONTRACTOR SHALL SUBMIT DRAWINGS AND CALCULATIONS SEALED BYA REGISTERED ENGINEER LICENSED IN THE STATE OF TEXAS FOR THE DESIGN OF ANY TEMPORARY RETENTION OR ALTERNATIVE PROTECTIVE SYSTEMS. TEMPORARY RETENTION OR ALTERNATIVE PROTECTIVE SYSTEMS SHALL BE DESIGNED TO RESIST THE SOIL PRESSURES STIPULATED IN THE PROJECT GEOTECHNICAL REPORT PREPA: :Y .. 4 10, • : D • 5 OC • T S NC., DATED SEPTEMBER 4, 201 AND ADef MDA ED NO EMB ' 1, 1013. IN ADDITION, THE DESIGN SHA CONSTRUCTION EQUIPMENT, EXCAVATION SPOIL, AND OTHER SURFAC ENCUMBRANCES. 3. CONTRACTOR SHALL COMPLY WITH ALL OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION STANDARDS AND ALL OTHER REGULATORY AGENCY STANDARDS REGARDING EXCAVATION SAFETY. CONTROLLED BACKFILL 1. BACKFILL MATERIAL SHALL HAVE PLASTICITY IND 20, WITH A LIQUID LIMITLESS THAN 35. 2. FILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 8. 3. FILL SHALL BE COMPACTED AT THE OPTIMUM MOISTURE CONTEN +3%) TO BETWEEN 90 AND 95 PERCENT OF THE MAXIMUM DRY DE PER ASTM 0698. 4. COMPACTION AND MOISTURE CONTENT OF CONTROLLED BACKFILL SHALL BE VERIFIED BY AN INDEPENDENT TESTING LABORATORY. 5. THE TOP 2 FT OF MATERIAL BELOW THE GROUND SURFACE SHALL CONSIST OF RELATIVELY IMPERVIOUS MATERIAL, WITH A LIQUID LIMIT BETWEEN 40 AND 50 PERCENT AND A PLASTICITY INDEX BETWEEN 20 AND 30. THIS MATERIAL SHALL BE PLACED IN 6" LIFTS AND COMPACTED AT OPTIMUM MOISTURE CONTENT, T095 PERCENT OF THE MAXIMUM DENSITY PER ASTM D698. 6. BACKFILL MATERIAL SHALL NOT BE PLACED AGAINST FOUNDATION WALLS UNTIL ALL SUPPORTING SLABS, BEAMS, STRUTS, ETC., HAVE ATTAINED THEIR 28 DAY DESIGN STRENGTH UNLESS PROPER BRACING IS INSTALLED. WHERE BACKFILL IS REQUIRED ON BOTH SIDES OFA STRUCTURE OR BUILDING ELEMENT, BACKFILL SHALL BE PLACED SIMULTANEOUSLY ALONG BOTH SIDES SO THAT THE BACKFILL HEIGHT ON ONE SIDE DOES NOT EXCEED THE HEIGHT ON THE OPPOSITE SIDE BY MORE THAN 4'--0". 8. COMPACTION AND MOISTURECONTENT OFSUBGRADEAND EACH LIFT OF STRUCTURAL FILL SHALL BE INSPECTED AND APPROVED BYA QUALIFIED ENGINEERING TECHNICIAN, SUPERVISED BYA GEOTECHNICAL ENGINEER. 9. DESIGN OF BASEMENT WALLS 15 BASED ON EQUIVALENT HYDROSTATIC PRESSURES OF 95 PCF, ASSUMING UNDRAINED BACKFILL. 10. DESIGN OF RETAINING WALLS IS BASED ON EQUIVALENT HYDROSTATIC PRESSURES OF95 PCF, ASSUMING UNDRAINED BACKFILL. 11. THE ABOVE RECOMMENDATIONS HAVE BEEN PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPAR D : Y 0'' ONDO • . D ASS.CIATES, INC., DATED SEPTEMBER 4, 201 • e e DUNAWAy 550 Raley Avenue • Suite 400 • lb ,t Wo,th, Tbens 76107 Tb1817.395.1121 • Fax; 917.985.7437 ('➢C REG F-1114) E r MIA EDNOVE BE'1,2013. CAST -IN -PLACE CONCRETE • 1. CAST IN PLACE CONCRETE SHALL MEET THE FOLLOWING REQUIREMENTS: CLASS A 8 C 28 DAY STRENGTH 4000 3500 2000 USE TYPICAL, UNO SEE SPEC 03 3000 SEE SPEC 033000 2. HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE PLACEMENTS SHALL BE PERMITTED ONLY WHERE INDICATED ON THE STRUCTURAL DRAWINGS. ALL, VERTICAL CONSTRUCTION JOINTS SHALL BE MADE IN ACCORDANCE WITH THE TYPICAL DETAILS. CONTRACTOR SHALL SUBMIT PROPOSED LOCATIONS FOR CONSTRUCTION JOINTS NOT SHOWN ON THE STRUCTURAL DRAWINGS FOR REVIEW BY THE ENGINEER. ADDITIONAL CONSTRUCTION JOINTS MAY REQUIRE ADDITIONAL REINFORCING AS SPECIFIED BY THE ENGINEER WHICH SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 3. EMBEDDED CONDUITS,PIPES, AND SLEEVES SHALL MEET THE REQUIREMENTS OF ACI 318, SECTION 6.3. 4. CONCRETE PIACEMENTS SHALL NOT EXCEED 5,000SQUARE FEET OR 100 LINEAR FEET ON EACH SIDE WITHOUT PRIOR APPROVAL BY THE ENGINEER FOR EACH PLACEMENT. 5. REFER TO SPECIFICATION SECTION 03 30 00 FOR ADDITIONAL INFORMATION. CONCRETE REINFORCING 1. REINFORCING STEEL SHALL BE DEFORMED NEW BILLET STEEL BARS IN ACCORDANCE WITH ASTM A615, GRADE 60. 1. DETAILING OF REINFORCING STEEL SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTESP66 DETAILING MANUAL AND ALL HOOKS AND BENDS IN REINFORCING BARSSHALL CONFORM TO ACI DETAILING STANDARDS, UNLESS NOTED OTHERWISE ON 7HESTRUCTURAL DRAWINGS. 3. DETAIL REINFORCING AS FOLLOWS UNLESS NOTED OTHERWISE IN THE DRAWINGS: A. IAP BEAM TOP REINFORCING BARS AT MID SPAN. B. IAP BEAM BOTTOM REINFORCING BARS AT THE SUPPORTS. C. IAP VERTICAL BARS IN COLUMNS AND WALLS ONLY AT FLOOR LINES, UNLESS NOTED OTHERWISE. D. IAP REINFORCING BARS IN ACCORDANCE WITH THE TYPICAL DETAILS. E. PROVIDE STANDARD HOOKS IN TOP BARS AT CANTILEVER AND DISCONTINUOUS ENDS OF BEAMS, WALLS AND SLABS. F. PROVIDE CORNER BARS FOR ALL HORIZONTAL BARS AT THE INSIDE AND OUTSIDE FACES OF INTERSECTING BEAMS OR WALLS. CORNER BARS ARE NOT REQUIRED IF HORIZONTAL BARS ARE HOOKED. 4. WELDING OF REINFORCING STEEL WILL NOT BE PERMITTED UNLESS SPECIFICALLY SHOV/N ON THE STRUCTURAL DRAWINGS. 5. HEAT SHALL NOT BE USED IN THE FABRICATION OR INSTALLATION OF REINFORCEMENT. 6. REINFORCING STEEL CLEAR COVER SHAIL BE AS FOLLOWS: A. GRADE BEAMS B. MAT FOUNDATIONS (2 LAYER REINF) C. WALLS D. SLABS ABOVE GRADE IV CONTACT WITH PROCESS - FLUIDS TYPICAL 11/2"TOP 3° BOTTOM 2°SIDE (FORMED) 3° SIDE (PLACED AGAINST EARTH) 3" BOTTOM 2" TOP 2" 2" 2" 11/2" 7. REFER TO SPECIFICATION SECTION 03 3000 FOR ADDITIONAL INFORMATION. JQINFRASTRUQURF NOSCO/8111A5E,AOE10 1C1ratla}3123514 CITY OF FORT WORTH, TEXAS WESTSIDE III & IV WATER LINE IMPROVEMENTS STRUCTURAL NOTES DWA(INAS15A1 Tax Fw7E6 DA PROJECT B000490 SHEEP S1 NEW PRV RIB ID C A793 N NO. RLVHpN 1'-6" 1'-0" 1'-0"THICK CONC SLAB 17'-0" 1 .-6" 15'-0" • PIPE SADDLE SUPT - SEE SHEET 31 1 FOUNDATION PLAN A SCA/E:1/2'=1'-0' DATE AML UF1181 J11, FORT WORTH �SN DRAWN CNS C11C0m • 1'-0" SCALE 19702 V1RT DATE October 2013 COY NUMBER WATRtil5MR 01988 0285-603140198883 00E01..10071 7084 FOOTING BELOW PROPOSED 10' DIA PIPE K6@12"OC TOP & BOT EW 1'-0" DUNAWAy 650 Dailey Avenue • Suite 900 • Nan W o rth, a an s 76107 72,1817.335.1121 • E73 x: 817.335.7437 (7X ROG. E' 1114) r 17'-0" 15'-0" 10" THICK CONC SLAB ACCESS HATCH - SEE SHEET 31 NOTES: 1. • INDICATES DIMENSION TO BE COORDINATED WITH ACCESS HATCH MFR. 2 UPPER PLAN A SCAtE:1/2':1'-0' 1'-0" J VENTILATION FAN SEE CIVIL //6@12"OC TOP & BOT EW JQINFRASFRUCIURE N6UE0268830T.S'99E h31 97233473U 0247RIN) 3123514 CITY OF FORT WORTH, TEXAS WESTSIDE III & IV WATER LINE IMPROVEMENTS FOUNDATION & UPPER PLANS NW5,7QA57510 TUE TI M75F5 0A PROJECT D700490 SHEET S3 SELECT FILL SEE NOTE I - TYP TOC EL = SEE PLAN 2/6 @ 12"x AT SUMP #5 x 4,0" @ 12"0C NEW PRV SEE 1DC AEON NO. 01 REVISION s 5, 1,6" F••-: : • ' 10" PIPE SADDLE SUPT - SEE SHEET 31 1,0" 10,0" 1,6" NOTES: 1. CONTRACTOR SHALL EXCAVATE DOWN TO THE LIMESTONE STRATUM. SELECT FILL SHALL BE PLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT BENEATH THE FOOTING. SEE PLAN • 3 SECTION SCALE 1/2. =1'0" 1 SECTION SCALE:1/2.= SLAB REINF SEE PLAN #6 @ 12" x EA WAY SLAB REINF SEE UPPER PLAN #6 @ 9" OC EW EF - TYP DOWELS TO MATCH SIZE AND SPACING OF WALL REINF SLAB REINF SEE FND PLAN 4' THK MUD SLAB - TYP TOC EL = SEE PLAN SEE PLAN 09 SELECT FILL SEE 1/S4 DRAIN PIPE PER MFR COORD BLOCKOUT AND EMBED REQUIREMENTS W/ MFR ACCESS HATCH - SEE SHEET 31 T -111 ALUMINUM LADDER - SEE CIVIL 3'-6" •-•"•11:11 EIS 0. *°•-.:';'- 1111471‘- 1,6" 1,0" SUB REINF SEE UPPER PLAN SLAB REINF SEE UPPER PLAN 1/6 @ 9"OC EW EF - TYP SL41 REINF SEE END PLAN •„--- ------ • TOC EL .- 864.00 . • . rri -"1-411 Ti • • _ 15,0" 1,0" 17,0" 2 SECTION scmevr.1w 7 ACCESS HATCH - SEE SHEET 31 3'-8" OPNG OPNG 4 SECTION SCAtE. 1,1,0" SEE PLAN 5 SECTION I UY DAM ANIL FORT WORTH 03501581) JilIN DRAWS CNS CFLET.:KIll SCAIE DATE HO RE Asindicated October 0017 2013 Asindicated C IlYN131BER WATER MUER 01988 P266-603140198883 D0EN0M0.1 7084 A rrADUNAWAy 550 Bailey Avenue • SU ile 400 • Fest Wo ttb, xa s 76107 Till 817.335.1121 • 1.007817.335.7437 PM BEG. 9-1114) SCALE: 1° =1,0' COORD BLOCKOUT AND EMBED REQUIREMENTS W/ MFR 4 THK MUD SLAB - TYP SLAB REINF SEE UPPER PLAN JQINFRASTRUCTURE COVVBCE WEL 91118 23) 97233E13V CITY OF FORT WORTH, TEXAS WESTSIDE III & IV WATER LINE IMPROVEMENTS SECTIONS & DETAILS 1510,1EC4S 75M TAM/ nk• DA PRO MC T D)00 490 MEET S4 _ ______________________________ 1 ------------------- UTILITY SIGN GAS CROSSTEO "DOTER NEW PRV SITE LOCATION NO. REVISION ROCK F •5H • SH _ _8OCK 51G115H NEW OVERHEAD ELECTRICAL LINE. (COORDINATE WITH UTILITY WITH EXACT FIELD LOCATION) -- ____ DOTER \� ���� _,-__,_____ _....-___ «.==o_<_,>_«------� _-___-_--_-_ UnurY SIGN AT&T 5 1-800-252-1133 &__ _ POWER POLE g - �' 1/2"CIRF CSI O `UTILITY SIGN GAS ENERGY TXDOT NON TRANSFER CO 1-800-375-5702 UTILITY SIGN SWB 1-800-395-0440 AD 11/01/20I3 BY DATE AD DESIGNEE/ JH DRAWN GE CHECKED SCALE HOR2 AS SHOWN VERT AS SHOWN WATER NUMBER P265-603140198883 DATE OCTOBER 2013 CITY NUMBER 01988 DOE NUMBER 7084 OVERALL SITE PLAN T" = 1s. DUNAWAy 550 Bailey Avenue • Suite 400 • Fat Worth, Texas 76107 Tel: 817,335.1121 • Fax: 817.335.7437 I1X REG. F-11141 REFER TO SHEET E-5 FOR ENLARGED PLAN VIEW GAI Gupta & Associates, Inc. P consulting engineering Tel 972-190-7661 Registration No F-2593 emufax:L 1a N}1I36 e9 nnrs:x.n.��nr NOTES: O1 FIELD COORDINATE EXACT LOCATION WITH UTILITY. ----------------------- CITY OF FORT WORTH, TEXAS WESTSIDE III & IV WATER LINE IMPROVEMENTS ELECTRICAL OVERALL SITE PLAN DA PROJECT Wo,,olea MCanf REFER TO SHEET ___ _--._—---- ___- E-4 FOR '---CONTNUATION --------- N0. 0 DUCTBANK SECTION NTS CONDUIT TAG LP-5 I RTU-108 I NEW PRV 511E LOCATION NO. I REVISION SIZE 1"C SIZE POWER TO ANTENNA TOWER LIGHT 1"C RADIO ANTENNA AD II/01/2013 BY I DATE • NEW OVERHEAD POWER UNE AD DESIGNED JH DRAWN GL CHEC<ED I 101—P GROUNDING TESTWELL L BUTTERFLY VAVLE CO GROUNDING ROD (TYP.) NEW POWER POLE I LIGHTING 1 PANEL LPe•� LP-1 i LADDER--/ (TYP.) CONDUIT COVER CONCRETE EQUIPMENT PAD LP-5 ANTENNA TOWER CONCRETE / EQUIPMENT PAD LP-37y�y WP/GFCI • ELECTROMAGNETIC FLOWMETER LP-10 044 (FE-0100-1. PRESSURE TRANSMITTER 6 ACCESS HATCH LP-3 WPf GFCI ZS-0100-i) VAULT INTRUSION SWITCH R_ PIT-0100-2) PRESSURE TRANSMITTER 6 P-10 DUCTBANK SECTION NTS N0. CONDUIT TAG 0 0 0 0 LP-6 LP-9 I LP-3 I LP-10I RTU-1N 01J I RTU-102 IRTU —105AI IRTJ-103AI RTU-104 IRTU-105BI I RTU-106 I SO SPARE � B SIZE 1"C 1"C 1"C 1"C 1"C FORT WORTH POWER TO POWER TO POWER TO POWER TO ENLARGED SITE PLAN SIZE SUMP PUMP VENTILATION FAN VAULT RECEPTACLES VAULT LIGHTS PRESSURE TRANSMITTER 1 PRESSURE TRANSMITTER 2 BUTTERFLY VALVE FE TO FIT VAULT INTRUSION ALARM BUTTERFLY VALVE FLOOD ALARM SPARE SCALE DALE HORQ AS SHOWN OCTOBER vERT 2013 AS SHOWN LP-9 EF-0100-1 VENTILATION FAN (SEE TABLE BELOW) FLOOD ALARM LP-10 GROUNDING WIRE NL CHAIN LINK FENCE-� 1 CITYNUMDER WATER NUh1BER 01988 9265-603140198883 DOENUMaER 7084 SUMP PUMP VENTILATION FAN SCHEDULE FAN SPEC SYSTEM TYPE ROOF UNIT LOCATION VAULT CFM 120 TSP INCHES 0.125 MOTOR HP 1/25 VOLTAGE/PHASE 120/10 DRIVE DIRECT TYPE CENTRIFUGAL MOUNTING ROOF MANUFACTURER COOK MODEL 70C10DH DUNAWAy 550 Bailey Avenue • Suite 400 • Fort Worlh, Texas 76107 Tel: 817.335.1121 • Fax: 817.335.7437 IIXREG. F-11141 DESCRIPTION GAI NOTES: 0 APPROPRIATE LENGTH OF MANUFACTURER CABLE SHALL BE PROVIDED. O2 ACTUATOR FOR BUTTERFLY VALVE MOUNTED ON TOP OF VAULT. 0 RTU SHALL BE PROVIDED BY OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION. COORDINATE WITH OWNER. O ELECTROMAGNETIC FLOWMETER SHALL BE PROVIDED BY OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION. COORDINATE WITH OWNER. VALVE ACTUATOR SHALL BE PROVIDED BY OWNER. O5 CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION. COORDINATE WITH OWNER. O6 PRESSURE TRANSMITTER SHALL BE PROVIDED BY OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION. COORDINATE WITH OWNER. O THE RADIO ANTENNA TOWER WILL BE A SELF—SUPPORTING STRUCTURE PROVIDED BY THE CITY. THE FINAL TOWER BASE DESIGN IS TO BE PERFORMED BY THE CONTRACTOR AND IS TO BE CERTIFIED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF TEXAS TO BE COMPLIANT WITH TIA-222—G, STRUCTURAL STANDARD FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS. THE TOWER BASE DESIGN, ALONG WITH THIS CERTIFICATION, IS TO BE SUBMITTED BY THE CONTRACTOR. O CONDUIT PENETRATIONS TO THE VAULT SHALL BE MADE THROUGH THE TOP OF THE VAULT. O9 REFER TO SHEET E-8 FOR LIGHTING SCHEDULE. 10 REFER TO RISER DIAGRAM-1 ON SHEET E-7. Gupta & Associates, Inc. 116E6G mot Ro P U•Ilq Tess )SSiJ consulting engineering TeL 9n-1m]s6l Fai0)115 �Ecr Registration No. F-2593 n,re rreer,ed ng M, CITY OF FORT WORTH, TEXAS WESTSIDE III & IV WATER LINE IMPROVEMENTS ELECTRICAL ENLARGED SITE PLAN DA PROJECT SHEET E-5 NO. NEW PRV SITE LOCATION EXISTING WATER LINE STEEL EDGING, TY?. EXISTING VINYL SPUT RAIL FENCE TO REMAIN REVISION BY PLACE STEEL EDGING AT BASE OF FENCE POSTS 11-1-13 DATE VINYL GATE 130 FRONTAGE ROAD FORT WORTH DESIGNED JNT DRAWN LFO CHECKED PLANTING NOTES 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. 2. ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT LIST. 3. ALL TREES MUST BE STRAIGHT TRUNKED, FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE OWNER'S REPRESENTATIVE BEFORE, DURING AND AFTER INSTALLATION. 5. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. 6. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 7. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. B. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL NULLITIES DURING THE COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO THE NULLITIES, STRUCTURES, SITE APPURTENANCES, ETC., WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. 9. ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN, 10. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. 11. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING, INCLUDING BUT NOT LIMITED TO: WATERING, MOWING, EDGING, SPRAYING, MULCHING, WEEDING, FERTILIZING, ETC. OF THE PLANTING AREAS AND LAWN UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE OWNER. 12. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF TWO (2) YEARS BEGINNING ON THE DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD. 13. THE CONTRACTOR SHALL STAKE THE PROPOSED LOCATION OF ALL TREES AND PLANTING BEDS AND RECEIVE APPROVAL OF THE OWNER PRIOR TO INSTALLATION. 14. AFTER BEING DUG AT HE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 15. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES PRIOR TO TOTAL ACCEPTANCE OF THE WORK SHALL BE PROMPTLY REMOVED FROM THE STTE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUAINTLY, AND SIZE. THE REPLACEMENT MATERIAL SHALL MEET ALL PLANT LIST SPECIFICATIONS. 18. STANDARDS SET FORTH IN THE'AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 17. SAFE, CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT PROPERTIES MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS. _ VI=K SPLIT RAIL FENCE --- = -. 18. DURING THE GROWING SEASON ALL ANNUALS SHALL REMAIN IN HEALTHY, VITAL CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. SCALE EOM 1'=10' VERT N/A WATER NUMBER 7265-60314019883 • DATE October 2013 CRY NUMBER 01988 DOE NUMBER 7084 19. THE CONTRACTOR I S CAUTIONED THAT LOCAL CITY STANDARDS MAY DIFFER FROM THOSE SHOWN HEREIN. CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE WITH LOCAL, CITY, STATE OR FEDERAL SPECIFICATIONS AND DETAILS SHOULD BE MORE STRINGENT THAN THOSE REPRESENTED HEREIN. 20. ALL SHRUB, GROUND COVER AND SEASONAL COLOR AND ANNUAL PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH MULCH TO A MINIMUM DEPTH OF THREE INCHES. 22. IF LANDSCAPE CONTRACTOR DEMONSTRATES THAT ALL KNOWN RESOURCES HAVE BEEN EXHAUSTED FOR SPECIFIED PLANT MATERIAL AND AVAILABILITY OR QUALITY DOES NOT MEET OR EXCEED CRITERIA, CONTACT OWNER'S REPRESENTATIVE FOR ALTERNATIVE PLANT MATERIAL POSSIBILITIES. PLANT SCHEDULE TREES C) GROUND COVERS QTY COMMON NAME .88ANING TO CONTRACTOR' CALL 811 (TEXAS 8I1) OR OTHER UTILITY LOCATING SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY. DUNAWAY ASSOC., L.P. IS NOT RESPONSIBLE FOR KNOWING AU EXISTING UTILITIES OR DEPICTING EXACT LOCATIONS OF UTILITIES ON ORAH7NCS //TItITY NOTE THE URURES SHOWN ON THE PLANS HERE COMPILED FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW 771E GENERAL EXISTENCE AND LOCATION OF UTILITIES IN THE AREA OF CONSTRUCTION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR 7HE ACCURACY OF THE UTILITY INFORMATION SHOWN ON TIE PLANS TIE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. 774E CONTRACTOR SHALL CONTACT URUTY COMPANIES 48 HOURS /N ADVANCE OF ANY CONSTRUCTION ACTIVITIES IN ORDER TO DETERMINE IF THERE IS ANY CONFLICT HI7H THE PROPOSED FAOUITES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY WHEN CONFLICTS MIN EXISTING UTILITIES ARE DISCOVERED. THE FO LOHING PHONE NUMBERS ARE PROVIDED FOR CONVENIENCE. CONSIDERATION IF OTHER UTILITIES MAY BE REQUIRED. FORT If WIN WATER DEPT (817) 392-4477 FORT HORDE 7PW (817) 392-8100 TEXAS 811 (LOCATING SERVICE) 811 CHARIER COMMUNICATIONS (TV CABLE) (888) 438-2427 MO (INNER OF HE57ERN UNION LINES) (800) 624-9675 AT&T (677) 338-6202 VERIZON (800) 483-1000 ADIOS ENERGY (800) 817-8090 OVCOR ELECTRIC DELIVERY (888) 275-6688 BENCHMARKS CP5 AI 3' BRASS CAP MARKED 'f' 1N CONCRETE SET APPROXIMATELY 3050 FEET IN SOUTHHESTERLY DIRECTION FR014 THE CENTERLINE OF CHAPEL. CREEK BOULEVARD, 26 FEET PERPENDICULAR TO A FENCE UNE MARKING THE APPROXIMATE NORHEEST RIGHT—OF—WAY UNE OF 1-30, ALSO BEING 26.5 FEET SOUTH SOUTHEAST OF A ToOOT BRASS CAP IN CONCRETE MARKING AN ANGLE PONT OF SAID NO/BIHEST RIGHT—OF—WAY. ELEV = 769.70 7BAI j I ❑ SET AT NORTHEAST CORNER OF A CONCRETE CURB INLET 16' AT A AZIMUTH OF 89' 35' FROM CP j 50. ELEV - 866.86 11 2' OTY COMMON NAME BOTANICAL NAME CAL. CONT. HT. SPREAD REMARKS 8 EASTERN RED CEDAR JUNIPERUS VIRGINIANA 3' 45 GAL 5'-7' 4'-6' FULL TO GROUND 4 WAX MYRTLE MYRICA CERIFERA MULTI -TRUNK 45 GAL 5'-7' 4'-6' FULL TO GROUND BOTANICAL NAME CONTJSPACING HT. SPREAD REMARKS 401 SF MULCH MULCH NA NA NA 3' THICK DUNAWA�/ 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 • Fax: 817.335.7437 (TX REG. F-1114) GRAPHIC SCALE IN FEET CITY OF FORT WORTH, TEXAS WESTSIDE III & IV WATER LINE IMPROVEMENTS LANDSCAPE PLAN WATER MAP NO 1988-380 11 DA PROJECT I 13000490 V 1 I NEW PRV SITE LOCATION NO.I EXISTING WATER LME CONNECT VALVE TO EXI5ITNG MAINLINE. WIRE VALVE TO EXISTING CONTROLLER. 10.0 EXISTING VINYL SPOT RAIL FENCE REVISION CONTRACTOR TO COORDINATE WITH WASTE MANGEMENT TO CONNECT TO EXISTING CONTROLLER • 130 FRONTAGE ROAD INSPECTION NOTES: 1. HEADS SHALL NOT SPRAY ON IMPERVIOUS SURFACES. 2. HEADS SHALL NOT SPRAY ON WALLS OR FENCES. 3. HEADS SHALL NOT BE CLOSER THAN 4 INCHES OF THE EDGE OF HARDSCPAE. 4. NO DRINKING DOMESTIC USES ALLOWED ON IRRIGATION LINES, NO SWIMMING POOL USE OR FOUNTAINS. 5. CONTRACTOR SHALL COMPLY WITH ALL INSPECTION REQUIREMENTS OF THE MUNICIPATLITY. 6. FOR FINAL INSPECTION, IRRIGATOR'S REPRESENTATIVE MUST BE PRESENT. TMT 11-1-13 1 I BY DATE Herz. SPOT RAIL FENCE NETAFIM NOTES: 1. AIR RELIEF VALVE TO BE PLACED AT HIGH POINT IN BED. 2. FLUSH VALVE TO BE PLACED AT LOW POINT IN BED ON EXHAUST LINE. 3. THESE LAYOUTS ARE TYPICAL AND ARE SUBJECT TO CHANGE DUE TO SITE CONDITIONS SUCH AS GRADING. 4. IRRIGATION LATERAL LINES FEED SUPPLY HEADERS. JG DESIGNED FORT WORTH JMT DRAWN LPO CHECKED IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION 'a2♦i� 1401 1404 SYMBOL RAIN BIRD 1804SAM-1400 FLOOD FLOOD BUBBLER 4' POP UP WITH CHECK VALVE MAN UFACTURER/MODEUDESCRI PTION REMOTE CONTROL VALVE, RAIN BIRD PEB-PRS-D ELECTRIC REMOTE CONTROL VALVE WITH PRESSURE REGULATOR. IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 PVC CLASS 200 IRRIGATION PIPE. ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 314' IN SIZE. PIPE SLEEVE: PVC SCHEDULE 40 TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. Valve Calloul Valve Number Valve Flow In 9Pm Valve Sae IRRIGATION NOTES: 1. IRRIGATION PLAN IS SCHEMATIC. ALL PIPING HEADS, VALVES, ETC. SHALL BE LOCATED AS SHOWN ON THE DETAILS. REPORT ANY DISCREPANCIES BETWEEN ACTUAL AND PROPOSED SITE CONDITIONS TO THE OWNER. DO NOT PROCEED WITH WORK UNTIL SAID DISCREPANCIES ARE RESOLVED. 2. VERIFY THAT THE WORK OF OTHER CONTRACTORS/TRADES IS SUFFICIENTLY COMPLETE TO ALLOW COMMENCEMENT OF IRRIGATION INSTALLATION PRIOR TO BEGINNING OF WORK CONTRACTORS SHALL COORDINATE INSTALLATION OF ALL IRRIGATION SLEEVES UNDER PAVEMENT WITH OTHER CONTRACTORS. 3. COORDINATE IRRIGATION INSTALLATION WITH THE WORK OF OTHER CONTRACTORS/TRADES AND PROTECT THE WORK OF OTHER CONTRACTOR/TRADES. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES RESULTING FROM HIS ACTIONS. 4. THE IRRIGATION CONTRACTOR SHALL PROVIDE THE OWNER WITH TWO COPIES OF THE PARTS LIST AND MANUFACTURER'S CATALOG SHOWING PERFORMANCE, QUALITY AND FUNCTION OF EACH ITEM OF EQUIPMENT IN THE SYSTEM. IN ADDITION, THE IRRIGATION CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN INSTRUCTIONS FOR OPERATION AND MAINTENANCE OF THE SYSTEM. 5. PRIOR TO THE ACCEPTANCE OF IRRIGATION SYSTEM BY OWNER, A PERSON QUAUFIED TO REPRESENT THE IRRIGATION CONTRACTOR SHALL BE PRESENT AT 7HE FINAL INSPECTION TO DEMONSTRATE THE SYSTEM AND PROVE ITS PERFORMANCE PRIOR TO THE INSPECTION. ALL WORK SHALL HAVE BEEN COMPLETED, TESTED, ADJUSTED, AND PLACED IN OPERATION. 8. WORK MUST BE GUARNTEED FOR TWO YEARS. 7. IRRIGATION SYSTEM INSTALLATION TO BE PERFORMED IN ACCORDANCE WITH ALL PERTINENT CODES AND ORDINANCES. 8. N0 PVC PIPING SHALL 8E LOCATED UNDER TREE ROOTBALLS. 9. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION. IF ANY UNDERGROUND OR ABOVE GROUND CONSTRUCTION IS LOCATED AS TO SIGNIFICANTLY HINDER INSTALLATION OR FUNCTION OF THE IRRIGATION SYSTEM, THE OWNER SHALL BE NOTIFIED IMMEDIATELY. 10. MAIN UNE PIPING AND LATERAL PIPING MAY BE PLACED IN SAME TRENCH WHEN POSSIBLE. MAIN LINE PIPING SHALL BE INSTALLED IN BOTTOM OF TRENCH WITH LATERALS ON TOP. 11. SLEEVES SHALL BE INSTALLED WHEREVER PIPES RUN UNDER PAVEMENT. SLEEVES SHALL BE SCH 40 AND A MINIMUM OF TWO PIPE SIZES LARGER THAN THE PIPE. 12. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ELECTRICAL POWER TO ALL CONTROLLERS. 13. PRIOR TO BEGINNING OF WORK, CONTRACTOR SHALL VERIFY MINIMUM WORKING PRESSURE AT THE POINT OF CONNECTION OF «60» PSI. IF THE WORKING PRESSURE IS LESS THAN «60» PSI AT THE POINT OF CONNECTION, STOP WORK• NOTIFY ENGINEER AND DO NOT PROCEED UNTIL INSTRUCTED BY ENGINEER. 14. ATTACH A PREPRINTED, HEAVY DUTY PLASTIC SERIALIZED TAG TO EACH CONTOL VALVE VMTH ITS ASSOCIATED CONTROLLER STATION NUMBER. TAGS SHOULD BE AS SUPPLIED BY RAINBIRD OR APPROVED EQUAL. 15. THE PIPE SHOWN IN PAVED AREAS WITHOUT SLEEVES IS SHOWN IN THESE AREAS FOR PURPOSE OF DRAWING CLARITY. PIPE TO BE IN NEAREST UNPAVED LOCATION. 16. THE IRRIGATION CONTROLLER(S) SHALL BE EQUIPPED 1MTH RAIN/FREEZE SENSOR(S). MOUNT THE TRANSMITTER(S) IN AN OPEN AREA AS DIRECTED BY THE OWNER. 17. ALL BACKFLOW INSTALLATIONS AND CONNECTIONS TO CITY WATER LINES MUST BE PERMITTED SEPARATELY BY THE CITY INSPECTION STAFF. 18. THE IRRIGATION SYSTEM SHALL BE MAINTAINED IN ITS PROPER WORKING ORDER DURING THE 2 YEAR MAINTENANCE PERIOD. 19. ALL WIRING SHALL BE RATED FOR DIRECT BURIAL. SCALE HOW 1"=10' VERT N/A WATER NUMBER P265-60314019883 DATE October 2013 CRY NUMBER 01988 DOE NUMBER 7084 DUNAWAY 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 • Fox: 817.335.7437 (TX PEG. F.1114) IAA+ DATE HAWING TO CONTRACTOR; CALL 817 (TEXAS 811) 0R OTHER UTILITY LOCATING SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY. DUNAWAY ASSOC, L.P. IS NOT RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES OR DEPICTING EXACT LOCASONS OF UTILITIES ON DRAWINGS L/TIIITY NOTE, 774E URLIRES SHORN ON THE PLANS HERE COMPILED FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE GENERAL £4STENCE AND LOCATION OF UTILITIES IN THE AREA OF CONS7RUCON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE UTILITY INFORMATION SHORN ON THE PLANS 7HE CONTRACTOR SHALL VERIFY 171E EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CONTACT UTILITY COMPANIES 48 HOURS /N ADVANCE OF ANY CONSTRUCTION AC714417E5 IN ORDER TO DETERMINE IF THERE IS ANY CONFLICT WITH THE PROPOSED FACTURES THE CONTRACTOR SHALL NOTIFY 7HE ENGINEER IMMEDIATELY WHEN CONFLICTS WM EXISTING UTtt1RES ARE DISCOVERED. THE FOLLOWING PHONE NUMBERS ARE PROVIDED FOR CONVENIENCE. CONSIDERATION OF OTHER UTILITIES MAY BE REQUIRED. FORT 6114771 WATER DEPT (817) J92-4477 FORT NO2/2791 7PW (8I) J92-8100 TEXAS 811 (LOCATING SERVICE) 811 CHARTER COMMUNICATIONS (TV CABLE) (888) 438-2427 MO (OWNER OF WESTERN UNION LINE) (800) 624-9675 AT&T (817) 338-6202 VER/ZON (800) 483-1000 ATMOS ENERGY (600) 817-8090 ONCOT ELECTRIC DELIVERY (888) 215-6688 BENCHMARKS CPS / 7 J' BRASS CAP MARKED '+' IN CONCRETE SET APPROKIMAIELY J050 FEET IN SOUTHWESTERLY DIRECTION FROI THE CENTERUNE OF CHAPEL CREEK BOULEVARD, 26 EEET PERPENDICULAR TO A FENCE LINE MARKING 774E APPROXIMATE NORTHWEST RIGHT-OF-WAY UNE OF I-30 ALSO BEING 26.5 FEET SOUTH SOUTHEAST OF A Ti.DOT BRASS CAP /N CONCRETE MARKING AN ANGLE POINT OF SATO NORTHWEST RICHT-OF-WAY. ELEV = 769.70 TOM/l O SET AT NORTHEAST CORNER OF A CONOR£TE CURB INLET 16' AT A AZIMUTH OF 89' 35' FROM CP 1 50. ELEV - 866.86 10 I NI MI IN GRAPHIC SCALE IN FEET CITY OF FORT WORTH, TEXAS WESTSIDE III & IV WATER LINE IMPROVEMENTS IRRIGATION PLAN I WATER MAP NO I 1988-380 DA PROJECT B000490 SHEET L2 CITY OF FORT WORTH WATER DEPARTMENT ADDENDUM NO. 3 WESTSIDE III & IV WATER LINE IMPROVEMENTS CITY PROJECT No. 01988 ADDENDUM RELEASE DATE: November 8, 2013 BIDS RECEIVED DATE: November 14.2013 INFORMATION TO BIDDERS: The Plans, Specifications and Contract Documents for the above mentioned project are hereby revised and amended as follows: 1. The following items are RFIs and questions that came up during bidding and the responses given: a, Q: Is the fill material for bid item #2 "Borrow by Plan" in Unit 2 expected to be imported from offsite or will the Contractor be allowed to cut material from adjacent hills along future Quail Meadow Drive for use in this area? Hauling material from offsite will increase this cost significantly. A: The Contractor will not be allowed to cut material from adjacent hills for this material. However, the Contractor will be allowed to purchase fill material not exceeding the amount quantified need for this project from the property Owner. The property Owner has two existing stockpile locations onsite (See exhibit #1 attached) that may be used for this fill material. Contractor will need to contact property owner's representative prior to removing any material from these stockpiles. Contractor also assumes responsibility for ensuring that this material adheres to the City standard specifications. Please acknowledge receipt of the Addendum in the following locations: (I) In the space provided below, (2) In the amended Proposal, Units I & II: Water and Grading Improvements. (3) Indicate in upper case letters on the outside of the sealed bid envelope: "RECEIVED & ACKNOWLEDGED ADDENDUM NO, 3" Failure to acknowledge the receipt of Addendum No. 3 could cause the subject bidder to be considered "NON -RESPONSIVE", resulting in disqualification. A signed copy of this addendum shall be placed into the proposal at the time of bid submittal. RECEIPT ACKNOWLEDGED: Addendum No. 3 RAKESH CHAUBEY, P.E. PROJECT MANAGER, WATER DEPARTMENT By: �ty Rash Chaubey, P.E. Prof t Manager Wcslsidc pl & IV 1Vnler Line Improvements CITY PROJECT N 01988 o $te earth miles; kmi 1 2 CITY OF FORT WORTH WATER DEPARTMENT ADDENDUM NO. 4 WESTSIDE III & IV WATER LINE IMPROVEMENTS CITY PROJECT No, 01988 ADDENDUM RELEASE DATE: November 11, 2013 BIDS RECEIVED DATE: November 14. 2013 INFORMATION TO BIDDERS: The Plans, Specifications and Contract Documents for the above mentioned project are hereby revised and amended as follows: 1. UNIT 2 ONSITE FILL DIRT PURCHASE CLARIFICATION: The Contractor will be allowed access to the property owner's onsite fill material (up to 15,000 CY) at NO COST for this material. Contractor will need to coordinate with Walsh Ranch Manager Jimmy Soules (817-996-3123) prior to removing any material from these onsite stockpiles. Contractor also assumes responsibility for any damage made to the property Owner's existing infrastructure and property during transportation of this material to the project location. Contractor will also maintain clean site conditions along transportation route of this fill material. Please acknowledge receipt of the Addendum in the following locations: (1) In the space provided below (2) In the amended Proposal, Units I & II: Water and Grading Improvements. (3) Indicate in upper case letters on the outside of the sealed bid envelope: "RECEIVED & ACKNOWLEDGED ADDENDUM NO. 4" Failure to acknowledge the receipt of Addendum No. 4 could cause the subject bidder to be considered "NON -RESPONSIVE", resulting in disqualification. A signed copy of this addendum shall be placed into the proposal at the time of bid submittal. RECEIPT ACKNOWLEDGED; By. Title; ' ,D c- t^M�- Addendum No. 4 RAKESH CHAUBEY, P.E. PROJECT MANAGER, WATER DEPARTMENT By: Rak-sh Chaubey, P.E. // Proj : t Manager Westside III & IV Water Line Improvements CITY PROJECT II 01988 oc le earth miles; kmi 2 001113-1 INVITATION TO BIDDERS Page 1 of 2 1 SECTION 0011 13 2 INVITATION TO BIDDERS 3 4 RECEIPT OF BIDS 5 Sealed bids for the construction of Westside III & IV Water Main Connection City Project No. 6 01988 will be received by the City of Fort Worth Purchasing Office: 7 8 City of Fort Worth 9 Purchasing Division 10 1000 Throckmorton Street 11 Fort Worth, Texas 76102 12 until 1:30 P.M. CST, Thursday, November 7, 2013, and bids will be opened publicly and read 13 aloud at 2:00 PM CST in the Council Chambers. 14 15 GENERAL DESCRIPTION OF WORK 16 The major work will consist of the (approximate) following: 17 15 LF 6" Water Pipe 28 LF 10" DIP Water Pipe 405 LF 12" PVC Water Pipe 6,521 LF 16" Water Pipe 7 EA 16" Gate Valve w/ Vault 3 EA Fire Hydrant 4 EA 2" Water Air Release Valve & Vault 3 EA 6" Blow Off Valve Assembly w/ Manhole 1 LS Pressure Reducing Valve and Flowmeter with Electrical Instrumentation 15,350 CY Grading Earthwork (Fill Borrow) 18 PREQUALIFICATION 19 The improvements included in this project must be performed by a contractor who is pre- 20 qualified by the City at the time of bid opening. The procedures for qualification and pre- 21 qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS. 22 23 DOCUMENT EXAMINATION AND PROCUREMENTS 24 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 25 of Fort Worth's Purchasing Division website at httn://www.fortworthaov.ors/nurchasine/ and 26 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 27 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or 28 suppliers. 29 30 Copies of the Bidding and Contract Documents may be purchased from DUNAWAY 31 ASSOCIATES, L.P., 550 Bailey Avenue, Suite 400, Ft. Worth, TX 76107. Plans will be available 32 on Monday, October 14t", 2013. 33 34 The cost of Bidding and Contract Documents is: 35 Set of Bidding and Contract Documents with full size drawings: $80 per set. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 00 11 13 -2 INVITATION TO BIDDERS Page 2 of 2 1 Set of Bidding and Contract Documents with half size (if available) drawings: No half size 2 available. 3 4 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 5 City reserves the right to waive irregularities and to accept or reject bids. 6 7 INQUIRIES 8 All inquiries relative to this procurement should be addressed to the following: 9 Attn: Rakesh Chaubey, P.E., City of Fort Worth 10 Email: Rakesh.ChaubevQfortworthtexas.eov 11 Phone: (817) 392-6051 12 AND/OR 13 Attn: Kervin Campbell, P.E., Dunaway Associates, L.P. 14 Email: kcampbell@dunaway-assoc.com 15 Phone: (817) 335-1121 16 17 ADVERTISEMENT DATES 18 October 10, 2013 19 October 17, 2013 20 21 22 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 002113-1 INSTRUCTIONS TO BIDDERS Page 1 of 9 1 SECTION 00 21 13 2 INSTRUCTIONS TO BIDDERS 3 4 1. Defined Terms 5 6 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in 7 Section 00 72 00 - GENERAL CONDITIONS. 8 9 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 10 meanings indicated below which are applicable to both the singular and plural thereof. 11 12 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting 13 directly through a duly authorized representative, submitting a bid for performing 14 the work contemplated under the Contract Documents. 15 16 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or 17 corporation acting directly through a duly authorized representative, submitting a 18 bid for performing the work contemplated under the Contract Documents whose 19 principal place of business is not in the State of Texas. 20 21 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 22 (on the basis of City's evaluation as hereinafter provided) makes an award. 23 24 2. Copies of Bidding Documents 25 26 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 27 resulting from the Bidders use of incomplete sets of Bidding Documents. 28 29 2.2. City and Engineer in making copies of Bidding Documents available do so only for the 30 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 31 for any other use. 32 33 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 34 35 3.1. All Bidders and their subcontractors are required to be prequalified for the work types 36 requiring prequalification at the time of bidding. Bids received from contractors who are 37 not prequalified (even if inadvertently opened) shall not be considered. 38 39 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within 40 seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 41 45 11, BIDDERS PREQUALIFICATIONS. 42 43 3.2.1. Submission of and/or questions related to prequalification should be addressed to 44 the City contact as provided in Paragraph 6.1. 45 46 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 00 21 13 -2 INSTRUCTIONS TO BIDDERS Page 2 of 9 1 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low 2 bidder(s) for a project to submit such additional information as the City, in its sole 3 discretion may require, including but not limited to manpower and equipment records, 4 information about key personnel to be assigned to the project, and construction schedule, 5 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to 6 deliver a quality product and successfully complete projects for the amount bid within 7 the stipulated time frame. Based upon the City's assessment of the submitted 8 information, a recommendation regarding the award of a contract will be made to the 9 City Council. Failure to submit the additional information, if requested, may be grounds 10 for rejecting the apparent low bidder as non -responsive. Affected contractors will be 11 notified in writing of a recommendation to the City Council. 12 13 3.4. In addition to prequalification, additional requirements for qualification may be required 14 within various sections of the Contract Documents. 15 16 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 17 18 4.1. Before submitting a Bid, each Bidder shall: 19 20 4.1.1. Examine and carefully study the Contract Documents and other related data 21 identified in the Bidding Documents (including "technical data" referred to in 22 Paragraph 4.2. below). No information given by City or any representative of the 23 City other than that contained in the Contract Documents and officially 24 promulgated addenda thereto, shall be binding upon the City. 25 26 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 27 site conditions that may affect cost, progress, performance or furnishing of the 28 Work. 29 30 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 31 progress, performance or furnishing of the Work. 32 33 4.1.4. Study all: (i) reports of explorations and tests of subsurface conditions at or 34 contiguous to the Site and all drawings of physical conditions relating to existing 35 surface or subsurface structures at the Site (except Underground Facilities) that 36 have been identified in the Contract Documents as containing reliable "technical 37 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, 38 at the Site that have been identified in the Contract Documents as containing 39 reliable "technical data!' 40 41 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of 42 the information which the City will furnish. All additional information and data 43 which the City will supply after promulgation of the formal Contract Documents 44 shall be issued in the form of written addenda and shall become part of the Contract 45 Documents just as though such addenda were actually written into the original 46 Contract Documents. No information given by the City other than that contained in 47 the Contract Documents and officially promulgated addenda thereto, shall be 48 binding upon the City. 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside I1I & IV Water Main Connection City Project No. 01988 00 21 13 - 3 INSTRUCTIONS TO BIDDERS Page 3 of 9 i 4.1.6. Perform independent research, investigations, tests, borings, and such other means 2 as may be necessary to gain a complete knowledge of the conditions which will be 3 encountered during the construction of the project. On request, City may provide 4 each Bidder access to the site to conduct such examinations, investigations, 5 explorations, tests and studies as each Bidder deems necessary for submission of a 6 Bid. Bidder must fill all holes and clean up and restore the site to its former 7 conditions upon completion of such explorations, investigations, tests and studies. 8 9 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 10 cost of doing the Work, time required for its completion, and obtain all information 11 required to make a proposal. Bidders shall rely exclusively and solely upon their 12 own estimates, investigation, research, tests, explorations, and other data which are 13 necessary for full and complete information upon which the proposal is to be based. 14 It is understood that the submission of a proposal is prima -facie evidence that the 15 Bidder has made the investigation, examinations and tests herein required. Claims 16 for additional compensation due to variations between conditions actually 17 encountered in construction and as indicated in the Contract Documents will not be 18 allowed. 19 20 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 21 between the Contract Documents and such other related documents. The Contractor 22 shall not take advantage of any gross error or omission in the Contract Documents, 23 and the City shall be permitted to make such corrections or interpretations as may 24 be deemed necessary for fulfillment of the intent of the Contract Documents. 25 26 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 27 28 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 29 the site which have been utilized by City in preparation of the Contract Documents. 30 The logs of Soil Borings, if any, on the plans are for general information only. 31 Neither the City nor the Engineer guarantee that the data shown is representative of 32 conditions which actually exist. 33 34 4.2.2. those drawings of physical conditions in or relating to existing surface and 35 subsurface structures (except Underground Facilities) which are at or contiguous to 36 the site that have been utilized by City in preparation of the Contract Documents. 37 38 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 39 on request. Those reports and drawings may not be part of the Contract 40 Documents, but the "technical data" contained therein upon which Bidder is entitled 41 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 42 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 43 responsible for any interpretation or conclusion drawn from any "technical data" or 44 any other data, interpretations, opinions or information. 45 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 00 21 13 - 4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 2 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 3 exception the Bid is premised upon performing and furnishing the Work required by the 4 Contract Documents and applying the specific means, methods, techniques, sequences or 5 procedures of construction (if any) that may be shown or indicated or expressly required 6 by the Contract Documents, (iii) that Bidder has given City written notice of all 7 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 8 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 9 etc., have not been resolved through the interpretations by City as described in 10 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate 11 and convey understanding of all terms and conditions for performing and furnishing the 12 Work. 13 14 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 15 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 16 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract 17 Documents. 18 19 5. Availability of Lands for Work, Etc. 20 21 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for 22 access thereto and other lands designated for use by Contractor in performing the Work 23 are identified in the Contract Documents. All additional lands and access thereto 24 required for temporary construction facilities, construction equipment or storage of 25 materials and equipment to be incorporated in the Work are to be obtained and paid for 26 by Contractor. Easements for permanent structures or permanent changes in existing 27 facilities are to be obtained and paid for by City unless otherwise provided in the 28 Contract Documents. 29 30 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 31 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 32 of- way, easements, and/or permits are not obtained, the City reserves the right to cancel 33 the award of contract at any time before the Bidder begins any construction work on the 34 project. 35 36 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 37 way, easements, and/or permits, and shall submit a schedule to the City of how 38 construction will proceed in the other areas of the project that do not require permits 39 and/or easements. 40 41 6. Interpretations and Addenda 42 43 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to 44 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions 45 received after this day may not be responded to. Interpretations or clarifications 46 considered necessary by City in response to such questions will be issued by Addenda 47 delivered to all parties recorded by City as having received the Bidding Documents. 48 Only questions answered by formal written Addenda will be binding. Oral and other 49 interpretations or clarifications will be without legal effect. 50 51 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 00 21 13 - 5 INSTRUCTIONS TO BIDDERS Page 5 of 9 1 Address questions to: 2 3 City of Fort Worth 4 1000 Throckmorton Street 5 Fort Worth, TX 76102 6 Attn: Rakesh Chaubey, P.E., Water Department 7 Fax: (817) 392-8195 8 Email: Rakesh.Chaubey@fortworthtexas.gov 9 Phone: (817) 392-6051 10 11 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by 12 City. 13 14 6.3. Addenda or clarifications may be posted via Buzzsaw at 15 httos://aroiectooint.buzzsaw.com/client/fortworthgov/Infrastructure Projects/01988 - Westside III 16 and IV Watermain Connection/Bid Package 17 18 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or 19 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 20 Project. Bidders are encouraged to attend and participate in the conference. City will 21 transmit to all prospective Bidders of record such Addenda as City considers necessary 22 in response to questions arising at the conference. Oral statements may not be relied 23 upon and will not be binding or legally effective. 24 25 7. Bid Security 26 27 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 28 (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 29 the requirements of Paragraphs 5.01 of the General Conditions. 30 31 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 32 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 33 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 34 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 35 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 36 other Bidders whom City believes to have a reasonable chance of receiving the award 37 will be retained by City until final contract execution. 38 39 8. Contract Times 40 The number of days within which, or the dates by which, Milestones are to be achieved in 41 accordance with the General Requirements and the Work is to be completed and ready for 42 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 43 attached Bid Form. 44 45 9. Liquidated Damages 46 Provisions for liquidated damages are set forth in the Agreement. 47 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 00 21 13 - 6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 10. Substitute and "Or -Equal" Items 2 The Contract, if awarded, will be on the basis of materials and equipment described in the 3 Bidding Documents without consideration of possible substitute or "or -equal" items. 4 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or- 5 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 6 City, application for such acceptance will not be considered by City until after the Effective 7 Date of the Agreement. The procedure for submission of any such application by Contractor 8 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 9 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 10 11 11. Subcontractors, Suppliers and Others 12 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 13 12-2011 (as amended), the City has goals for the participation of minority business 14 and/or small business enterprises in City contracts. A copy of the Ordinance can be 15 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 16 SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor 17 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 18 Venture Form as appropriate. The Forms including documentation must be received 19 by the City no later than 5:00 P.M. CST, five (5) City business days after the bid 20 opening date. The Bidder shall obtain a receipt from the City as evidence the 21 documentation was received. Failure to comply shall render the bid as non- 22 responsive. 23 24 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 25 or organization against whom Contractor has reasonable objection. 26 27 12. Bid Form 28 29 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 30 obtained from the City. 31 32 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 33 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 34 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 35 price item listed therein. In the case of optional alternatives, the words "No Bid," 36 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 37 written in ink in both words and numerals, for which the Bidder proposes to do the 38 work contemplated or furnish materials required. All prices shall be written legibly. 39 In case of discrepancy between price in written words and the price in written 40 numerals, the price in written words shall govern. 41 42 12.3. Bids by corporations shall be executed in the corporate name by the president or a 43 vice-president or other corporate officer accompanied by evidence of authority to 44 sign. The corporate seal shall be affixed. The corporate address and state of 45 incorporation shall be shown below the signature. 46 47 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 48 partner, whose title must appear under the signature accompanied by evidence of 49 authority to sign. The official address of the partnership shall be shown below the 50 signature. 51 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 00 21 13 - 7 INSTRUCTIONS TO BIDDERS Page 7of9 1 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 2 member and accompanied by evidence of authority to sign. The state of formation of 3 the firm and the official address of the firm shall be shown. 4 5 12.6. Bids by individuals shall show the Bidder's name and official address. 6 7 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 8 indicated on the Bid Form. The official address of the joint venture shall be shown. 9 10 12.8. All names shall be typed or printed in ink below the signature. 11 12 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 13 which shall be filled in on the Bid Form. 14 15 12.10. Postal and e-mail addresses and telephone number for communications regarding the 16 Bid shall be shown. 17 18 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 19 Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance 20 to State Law Non Resident Bidder. 21 22 13. Submission of Bids 23 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, 24 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 25 addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope, 26 marked with the City Project Number, Project title, the name and address of Bidder, and 27 accompanied by the Bid security and other required documents. If the Bid is sent through the 28 mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope 29 with the notation "BID ENCLOSED" on the face of it. 30 31 14. Modification and Withdrawal of Bids 32 33 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be 34 withdrawn prior to the time set for bid opening. A request for withdrawal must be 35 made in writing by an appropriate document duly executed in the manner that a Bid 36 must be executed and delivered to the place where Bids are to be submitted at any 37 time prior to the opening of Bids. After all Bids not requested for withdrawal are 38 opened and publicly read aloud, the Bids for which a withdrawal request has been 39 properly filed may, at the option of the City, be returned unopened. 40 41 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 42 time set for the closing of Bid receipt. 43 44 15. Opening of Bids 45 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 46 abstract of the amounts of the base Bids and major alternates (if any) will be made available 47 to Bidders after the opening of Bids. 48 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside II1 & IV Water Main Connection City Project No. 01988 00 21 13 - 8 INSTRUCTIONS TO BIDDERS Page 8 of 9 1 16. Bids to Remain Subject to Acceptance 2 All Bids will remain subject to acceptance for the time period specified for Notice of Award 3 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 4 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 5 6 17. Evaluation of Bids and Award of Contract 7 8 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 9 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 10 and to reject the Bid of any Bidder if City believes that it would not be in the best 11 interest of the Project to make an award to that Bidder, whether because the Bid is 12 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 13 meet any other pertinent standard or criteria established by City. City also reserves 14 the right to waive informalities not involving price, contract time or changes in the 15 Work with the Successful Bidder. Discrepancies between the multiplication of units 16 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 17 between the indicated sum of any column of figures and the correct sum thereof will 18 be resolved in favor of the correct sum. Discrepancies between words and figures 19 will be resolved in favor of the words. 20 21 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 22 among the Bidders, Bidder is an interested party to any litigation against City, 23 City or Bidder may have a claim against the other or be engaged in litigation, 24 Bidder is in arrears on any existing contract or has defaulted on a previous 25 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 26 Bidder has uncompleted work which in the judgment of the City will prevent or 27 hinder the prompt completion of additional work if awarded. 28 29 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 30 other persons and organizations proposed for those portions of the Work as to which 31 the identity of Subcontractors, Suppliers, and other persons and organizations must 32 be submitted as provided in the Contract Documents or upon the request of the City. 33 City also may consider the operating costs, maintenance requirements, performance 34 data and guarantees of major items of materials and equipment proposed for 35 incorporation in the Work when such data is required to be submitted prior to the 36 Notice of Award. 37 38 17.3. City may conduct such investigations as City deems necessary to assist in the 39 evaluation of any Bid and to establish the responsibility, qualifications, and financial 40 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 41 organizations to perform and furnish the Work in accordance with the Contract 42 Documents to City's satisfaction within the prescribed time. 43 44 17.4. Contractor shall perform with his own organization, work of a value not less than 45 35% of the value embraced on the Contract, unless otherwise approved by the City. 46 47 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 48 responsive Bidder whose evaluation by City indicates that the award will be in the 49 best interests of the City. 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 00 21 13 - 9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award 2 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 3 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 4 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 5 comparable contract in the state in which the nonresident's principal place of 6 business is located. 7 8 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 9 to be awarded, City will award the Contract within 90 days after the day of the Bid 10 opening unless extended in writing. No other act of City or others will constitute 11 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 12 the City. 13 14 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 15 16 18. Signing of Agreement 17 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 18 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 19 Contractor shall sign and deliver the required number of counterparts of the Agreement to 20 City with the required Bonds, Certificates of Insurance, and all other required documentation. 21 City shall thereafter deliver one fully signed counterpart to Contractor. 22 23 24 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 1 1 alit 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 00 35 13 - 1 CONFLICT OF INTEREST AFFIDAVIT Page 1 of 1 SECTION 00 3513 CONFLICT OF INTEREST AFFIDAVIT Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth (also referred to as "City") procurement are required to complete Conflict of Interest Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City Secretary the required documentation and is eligible to bid on City Work. The referenced forms may be downloaded from the website links provided below. htto://www.ethics.state.tx.us/forms/CIO.udf htto://www.ethics.state.tx.us/forms/CIS.udf Ca CIQ Form is on file with City Secretary CIQ Form is being provided to the City Secretary CIS Form is on File with City Secretary CIS Form is being provided to the City Secretary BIDDER: Can not-Irc,1) r CO a a i \ UP By: Company 7i 1 S g- Address (b '\--X 1 to I1a City/State/Zip JQ vs( I Cr) rTA -S-e. (Please Print) Signature: Title: C{JCrldq)t�. (Please Print) END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 27, 2012 _--- —� Westside III & IV Water Main Connection City Project No. 01988 00 41 00 BID FORM Page 1 of 6 SECTION 00 41 00 BID FORM TO: The City Manager c/o: The Purchasing Department 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: Westside III & IV Water Main Connection City Project No.: 01988 Units/Sections: UNIT 1 - Water Improvements UNIT 2 - Grading Improvements 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non- competitive levels. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Westside III IV Water Main Connection City Project No. 01988 00 41 00 BID FORM Page 2 of 6 d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Water Improvements b. Paving c. Electrical and Instrumentation 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 120 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Westside III IV Water Main Connection City Project No. 01988 00 41 00 BID FORM Page 3 of 6 6.3. Bid Items UNIT 1 - Water Improvements UNIT 2 - Grading Improvements $0.00 $0.00 *Total Bid $0.00 *NOTE: Contract will be awarded to lowest total bid (Unit 1 and Unit 2 together). 7. Bid Submittal This Bid is submitted on r Month Day, Year I by the entity named below. Respectfully submj By: Title: ;Title "Here Company: Company Name Here (Signature) Printed Name Here (Printed Name) Address: Address Here !Address Here or Space ;City, State Zip Code Here State of Incorporation: {State Here _ Email: Your Email Address Here Phone:;Your Phone Number Here END OF SECTION Receipt is acknowledged of the following Addenda: (Addendum No. 1: (Addendum No. 2: (Addendum No. 3: (Addendum No. 4: Corporate Seal: Initial CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Westside III IV Water Main Connection City Project No. 01988 9 PROPOSAL FORM ADDENDUM #2 UNIT PRICE BID Bidder's Application No. I Bidlisl Item No.) Project Rem Information Description •1-A 3311.11581 lib PC it,'M Wafer Pipe •2-q 3311.9564 16" ?VC C9 Water Pipe ( e12a)ne Joints) •3-A 2�311.0001 UCU a `dun .CT MI%6a5 wlResvain� '1-g 3311 iJ51 r�I; y;a er '2-B 3311.0554 6' D1 ater(ReslralneciJoINs) '3.8 331iA001 Duce Iron yyar€r 6gs wl l3 sfralnl A A •1-C 3311.0671 16" tee CWa(erPipe '2.0 3311.0874 16" tee gate aOWater Pipe (Restrained Joints)- Addendum #2 •1-p 331.OSB1 �JS6nlc etc Ar�Ir,,)A�,, y30'd `7�,•'aler Pfpe '2.0 3311.0684 (16_Con reteAWWAC303WaferPipe(RestrainedJoints)-Addendum#2 '3-p 3311.t)U21, 1 I�r-� (� 4 I 3311.0564 116' j•V� ADS t('Jater Pipe (At Gas Line Crossings) 5 3311.0461 112" C aterpipe 6 3311.0141 16" Water Ipe 7 3312.3006 16"Gale alvewl Vault 8 3312.3005 112" Gate Valve g 3312.3004 10" Gale Valve 10 3312.3002 16" Gale Valve 11 3311.0001 Ductile Iron Water Fittings wl Restraint <12" Pipe 12 3312.0001 'Fire Hydrant 13 3312.1002 12" Wei& Air Release Valve &Vault 14 3312,8002 16" Blow Off Valve Assembly w/ Manhole 15 3312.0106 Connection to Existing 16" Water Main 16 3305.0109 Irrench Safety 17 1 3292.0400 Seeding, Hydromulch 18 1 3231.0211 'barbed Wire Fence, Metal Posts 19 1 3305.0110 Utility Markers 20 9999.0001 Remove Existing Abandoned 10" Devon Gas Line 21 3305.0116 Concrete Encasement for Utttlty Pipes 22 1 3304.0002 Calhodlc Protection (Steel, DIP and Concrete Pipe Options) 23 1 3211.0111 4" Flexible Base, Type A, GR-1 Gas Pad Dirt Road Repair 24 1 3125.0101 (SWPPP a 1 acre (implementation only) 25 3293.0103 'Eastern Red Cedar Trees (w/mulch, slakes and misc. landscape Items per details) (PRV) fandltm 26 3293.0102 l ttraeMyrlle ree(w/mulch,stakesandmisc.landscapeitemsperdetails)(PRt - 27 9999.0002 Iirrigatio em (PRV) 28 3312.0000 110" Butterfly Valve (PRV) 29 9999.0003 Electrical (PRV) 30 9999.0004 [Instrumentation JPRV) 31 9999,0005 Concrete Vault structure and appurtances per plans (PRV) 32 1 3123.0101 Unclassified Excavation by Plan (PRV) 33 1 9999.0006 Equipment (Install only. Material provided by City see sheet 31) (PRV) 34 1 9999.0007 LEgot men( (Furnish and Install see sheet 31) (PRV) 35 3311.0351 0" IP Class 51 Water Pipe (PRV) 36 3311.0554 16" DIP Class 51 Water (Restrained Joints) (PRV) 37 1 0241.1106 16" Pressure Plug (PRV) 38 1 3213.0401 6" Concrete Driveway (PRV) - Addendum #2 39 1 3231.0113 16' Chain Link, Steel w/concrete mow strip (PRV) - Addendum #2 40 1 3231.0302 5' Gale, Steel (PRV) 41 3441.3323 [Illumination Assembly (Furnish 8 Install) (Wood Pole, Arm wl Cobra Head per details, ground 'box. conduit and eolith lelpr\(PR1 0 42 1 3211.0111 14" Flexible Base, Type A GR-1 round Cover (PRV) - Addendum #2 43 1 2605.3011 12" CONDT PVC SCH 40 (7) (PRV) -Addendum #2 1 3110.0101 2 3123.0103 3 3292.0400 4 3292.0500 5 9999.0096 LSite Clearing Borrow by Plan Seeding, Hydromulch ceding, Soli Retention Blanket Paving Construction Allowance I UNIT 1- Water Improvements SUBTOTAL UNIT 11 UNIT 2 - Grading Improvements SUBTOTAL UNIT 2 ) 1 TOTAL BID UNIT 1 + UNIT A ('Contractor to select one pipe material and setting option (A, B, C, D) CRY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Pam Recited 20120327 Specification Section No. I Unit of Measurel Bid Quantity 33111 3311 1'' 3311 11 3311 33 3311 11 3311 14 - Modified 331114 - Modified 3311 14 - Modified 3311 13 - Modified 331113 - Modified 3311 13 - Modified 331112 33 11 12 331110,33)1 12 3312 20 3312 20 3312 20 33 12 20 331111 3312 40 33 12 30 33 12 60 3312 25 33 0510 32 92 13 32 31 26 33 05 26 99 99 00 Special Provisions 33 0510 33 04 12 3211 23 31 25 00 32 93 43 32 93 43 99 99 00 Special Provisions 3312 21 - Modified Division 26 Division 40 99 99 00 Special Provisions 31 23 16 99 99 00 Special Provisions 99 99 00 Special Provisions 3311 10 3311 10 02 41 14 3213 20 32 31 13 32 31 26 34 41 20 32 11 23 26 05 33 31 10 00 3123 23 32 9213 32 92 13 32 9213 LF LF TN LF LF TN LF LF LS LF LF LS LF LF LF EA EA EA EA TN EA EA EA EA LF SY LF LS LF CY LS SY LS EA EA LS EA LS LS LS CY LS LS LF LF EA SF LF EA EA SY LF LS CY SY SY EA 6,271 250 4 6,271 250 4 6,271 250 1 6,271 250 1 174 405 10 7 e 3 2 2 2 4 3 2 7,160 4,773 50 1 30 35 1 50 1 6 4 1 1 1 1 1 304 1 1 20 15 2 900 136 2 1 61 100 15,350 13.055 1,455 50,000 Bidder's Proposal Unit Price 1 Bid Value b2.50 76.00 $7,500.00 11. $62.50 50.00 340.00 $15,000.00 r1 ,000.00 1,500.001 .000.001 $4,000.001 $2,500.00 68,000.00 S4,500.00 53,500.00 $3.00 $0.55 $10.00 $300.00 $10.00 125.00 94.375,00 )JOIESI $10.00 S500,00 $7,500.00 S7.500.00 S391,937.50 S19,000.00 S30,000.00 $400.00 $300.00 ;4,500.00 7,000.00 $60,000.00 S14,000.00I $42,000.00 $8.00 $3,000.00 $1,000.001 $250.00 6120.001 51,000.001 58.00 540.00 51,000.00 53,000.001 510.001 S15.001 52.000.00I S5.45 $0.75 $3.00 $1.001 1 1 1 slo.e?5:00 szo,2so:o0 S400,00 SIo5,000,06 512.000,00 S4,500,00 S2.000.00 S8.000,00 S5.000.00 S32,000.00 S13.500,00 S7,000.00 S21.480,00 $2625.15 S500.00 S300.00 S300.00 S2,400.00 SI.200.00 S4.500.00 S7.000.06 S60.000.00 S14.000.001 S42.000,00 S2.432.d6[ S3.ed0:061 51.000:00 I, S5.006.01� 11.80o:Ob1 S2.000,08 55.400.00 S5.440.00 S2,000.00 S3.000,00 S610,00 S 1.500,00I $863.324,651 I 52.00400I S83.657.50 59.791 251 S4,365.001 S50,000,001 S149,813.751 S1,013.138,401 I • I Weetelde III IV Weln Mdn Connection Cis Pmlecl No.01025 00 43 37 BID FORM Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This la* provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of ;X f ,,„ u �; r (On , our principal place of business, are required to be Clig7re'' percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State ofztatel are not required to underbid resident bidders. our principal place of business, B The principal place of business of our company or our parent company or majority owner is in the State of Texas. BIDDER: Conatser Construction TX, LP By: Jerry Co atser PO Box 15448 Fort Worth, Texas 76119 0 END OF SECTION (Signature) Title: President Date: PtMbe 1a a1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Westside III IV Water Main Connection City Project No. 01988 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 01988. Contractor further certifies that, pursuant to Texas Labor Code, Section 7 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 9 10 CONTRACTOR: 12 1YIGi, P SYu Ll i fir, ?x !—� By: L y Y 13 Company (Please Print) 14 'Pp a �1 15 e d • V >[ 16 D Signature: LG/ 16 Address 17 18 �-�� (1)(---1,-)(1)(---1,-). 1 /\ I (�� ( � Title: � .�' . 19 City/State/Zip ty p (Please Print) 20 21 22 THE STA 1'h OF TEXAS § 23 24 COUNTY OF TARRANT § 25 26 BEFORE ME),the undersigned authority, on this day personally appeared 27 �1' f �I l l)Y is,P �� , known to me to be the person whose name is 28 subscribed Ito the foregoing instrument, and acknowledged to me that he/she executed the same as 29 the act and deed of (hiyt � Q re'i1 C1,( 0- ic9-n 7Xl L{'0 for the purposes and 30 consideration therein expressed and in the capacity thereip stated. 31 32 GIVEN UNDER MY HAND AND SEAL OF OFFICths 14''' day o er, 2013. 33 3354 O rJ Y 1 o4Pv?gym,, VICKI L. OLSON Notary Public, State of Texas 36 �'�' My Commission Expires 37 November 12, 2017 Notary Public in and for the State of Texas 38 END OF SECTION 39 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 (Insert Project Name] [Insert Project Number] 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 00 45 40 - 1 MINORITY BUSINESS ENTERPRISE GOAL Page 1 of 1 SECTION 00 45 40 MINORITY BUSINESS ENTERPRISE GOAL APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal may be applicable. If the total dollar value of the contract is $50,000 or less, the MBE subcontracting goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. MBE PROJECT GOAL The City's MBE goal on this project is <Insert protect goal percentage>% of the total bid (Base bid applies to Parks and Community Services). Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply with the intent of the City's Business Diversity Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or 3. Good Faith Effort documentation, or; 4. Waiver documentation. Failure to comply with the City's M/WBE Ordinance shall result in the Bid being considered non- responsive. Any questions, please contact the M/WBE Office at (817) 392-6104. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall deliver the MBE documentation in person to the appropriate employee of the Managing Department and obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in the time allocated. A faxed copy will not be accepted. 1. Subcontractor Utilization Form, if goal is met received by 5:00 p.m., five (5) City business days after or exceeded: the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after Utilization Form, if participation is less than the bid opening date, exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor Utilization Form, if no MBE participation: 4. Prime Contractor Waiver Form, if firm will perform all subcontracting/supplier work: 5. Joint Venture Form, if utilizing a joint venture to meet or exceed goal. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 005243-1 Agreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on 18 March, 2014 is made by and between the City of Fort 4 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, 5 ("City"), and CONATSER CONSTRUCTION TX LP.. authorized to do business in Texas, 6 acting by and through its duly authorized representative, ("Contractor"). 7 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 Westside III &IV Water Main Connection 16 City Project No. 1988 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within 120 Calendar days after the date 23 when the Contract Time commences to run as provided in Paragraph 2.03 of the General 24 Conditions. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that City will 27 suffer financial loss if the Work is not completed within the times specified in Paragraph 28 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the 29 General Conditions. The Contractor also recognizes the delays, expense and difficulties 30 involved in proving in a legal proceeding the actual loss suffered by the City if the Work 31 is not completed on time. Accordingly, instead of requiring any such proof , Contractor 32 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay 33 City Six Hundred and Fifty Dollars ($650.00) for each day that expires after the time 34 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 35 Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 4, 2012 Westside III & IV Water Main Connection City Project No. 01988 00 52 43 - 2 Agreement Page 2 of 4 36 Article 4. CONTRACT PRICE 37 City agrees to pay Contractor for performance of the Work in accordance with the Contract 38 Documents an amount in current funds of ONE MILLION AND THIRTEEN THOUSAND 39 ONE HUNDRED THIRTY EIGHT DOLLARS AND FORTY CENTS ($1,013,138.40). 40 Article 5. CONTRACT DOCUMENTS 41 5.1 CONTENTS: 42 A.The Contract Documents which comprise the entire agreement between City and 43 Contractor concerning the Work consist of the following: 44 1. This Agreement. 45 2. Attachments to this Agreement: 46 a. Bid Form 47 1) Proposal Form 48 2) Vendor Compliance to State Law Non -Resident Bidder 49 3) Prequalification Statement 50 4) State and Federal documents (project specific) 51 b. Current Prevailing Wage Rate Table 52 c. Insurance ACORD Form(s) 53 d. Payment Bond 54 e. Performance Bond 55 f. Maintenance Bond 56 g. Power of Attorney for the Bonds 57 h. Worker's Compensation Affidavit 58 i. MWBE Commitment Form 59 3. General Conditions. 60 4. Supplementary Conditions. 61 5. Specifications specifically made a part of the Contract Documents by attachment 62 or, if not attached, as incorporated by reference and described in the Table of 63 Contents of the Project's Contract Documents. 64 6. Drawings. 65 7. Addenda. 66 8. Documentation submitted by Contractor prior to Notice of Award. 67 9. The following which may be delivered or issued after the Effective Date of the 68 Agreement and, if issued, become an incorporated part of the Contract Documents: 69 a. Notice to Proceed. 70 b. Field Orders. 71 c. Change Orders. 72 d. Letter of Final Acceptance. 73 74 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 4, 2012 Westside III & IV Water Main Connection City Project No. 01988 005243-3 Agreement Page 3 of 4 75 Article 6. INDENIlVIFICATION 76 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 77 expense, the city, its officers, servants and employees, from and against any and all 78 claims arising out of, or alleged to arise out of, the work and services to be performed 79 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 80 under this contract. This indemnification provision is specifically intended to operate 81 and be effective even if it is alleged or proven that all or some of the damages being 82 sought were caused, in whole or in part, by anv act, omission or negligence of the city. 83 This indemnity provision is intended to include, without limitation, indemnity for 84 costs, expenses and legal fees incurred by the city in defending against such claims and 85 causes of actions. 86 87 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 88 the city, its officers, servants and employees, from and against any and all loss, damage 89 or destruction of property of the city, arising out of, or alleged to arise out of, the work 90 and services to be performed by the contractor, its officers, agents, employees, 91 subcontractors, licensees or invitees under this contract. This indemnification 92 provision is specifically intended to operate and be effective even if it is alleged or 93 proven that all or some of the damages being sought were caused, in whole or in part, 94 by anv act, omission or negligence of the city. 95 96 Article 7. MISCELLANEOUS 97 7.1 Terms. 98 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 99 have the meanings indicated in the General Conditions. 100 7.2 Assignment of Contract. 101 This Agreement, including all of the Contract Documents may not be assigned by the 102 Contractor without the advanced express written consent of the City. 103 7.3 Successors and Assigns. 104 City and Contractor each binds itself, its partners, successors, assigns and legal 105 representatives to the other party hereto, in respect to all covenants, agreements and 106 obligations contained in the Contract Documents. 107 7.4 Severability. 108 Any provision or part of the Contract Documents held to be unconstitutional, void or 109 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 110 remaining provisions shall continue to be valid and binding upon CITY and 111 CONTRACTOR. 112 7.5 Governing Law and Venue. 113 This Agreement, including all of the Contract Documents is performable in the State of 114 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 115 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 4, 2012 Westside III & IV Water Main Connection City Project No. 01988 00 52 43 - 4 Agreement Page 4 of 4 116 7.6 Other Provisions. 117 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is 118 classified, promulgated and set out by the City, a copy of which is attached hereto and 119 made a part hereof the same as if it were copied verbatim herein. 120 7.7 Authority to Sign. 121 Contractor shall attach evidence of authority to sign Agreement, if other than duly 122 authorized signatory of the Contractor. 123 124 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple 125 counterparts. 126 127 This Agreement is effective as of the last date signed by the Parties 128 129 130 131 132 133 134 135 136 137 138 Contractor: Conatser Construction TX, LP. Title: Address: Jerry Conatser, President of Conatser Management Group, Inc. G.P. (Printed Name) 5327 Wichita Street Fort Worth, TX 76119 City/State/Zip: City of Fort Worth By: 7(4144itit Date Attest: (Seal) Fernando Costa Assistant City Manager 1Layser, Secretary M&C G-L3 Date: 3 -/ g- i 4 Form and Legality: Date Douglas W. Black Assistant City Attorney CITY OF FOR" STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 4, 2012 OFFICIAL RECORD CITY SECRETARY Ft WORM, TX APPROVAL RECOMMENDED: Frank Crumb DIRECTOR, Water Department Westside III & IV Water Main Connection City Project No. 01988 1 2 3 4 THE STATE OF TEXAS 5 6 COUNTY OF TARRANT SECTION 00 61 13 PERFORMANCE BOND § § 006113-1 PERFORMANCE BOND Page 1 of 2 Bond# TXC605728 KNOW ALL BY THESE PRESENTS: 7 That we, Conatser Construction, TX, LP., known as "Principal" herein and Merchant s Bonding 8 Company , a corporate surety(sureties, if more than one) duly authorized to do business in (Miitua � 9 the tate o exas, known as "Surety" herein (whether one or more), are held and firmly bound 10 unto the City of Fort Worth, a municipal corporation created pursuant to the laws of Texas, 11 known as "City" herein, in the penal sum of, One MJLLION and Thirteen THOUSAND One 12 HUNDRED Thirty Eight DOLLARS AND Forty CENTS ($1.013,138.40) lawful money of 13 the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum 14 well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and 15 assigns, jointly and severally, firmly by these presents, 16 WHEREAS, the Principal has entered into a certain written contract with the City 17 awarded the 18 day of March, 2014, which Contract is hereby referred to and made a part hereof 18 for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other 19 accessories defined by law, in the prosecution of the Work, including any Change Orders, as 20 provided for in said Contract designated as Westside III & IV Water Main Connection City. 21 Project Number 01988. 22 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 23 shall faithfully perform it obligations under the Contract and shall in all respects duly and 24 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 25 specifications, and contract documents therein referred to, and as well during any period of 26 extension of the Contract that may be granted on the part of the City, then this obligation shall be 27 and become null and void, otherwise to remain in full force and effect. 28 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 29 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 30 Worth Division. 31 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 32 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 33 accordance with the provisions of said statue. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Conncction City Project No. 01988 00 61 13 -2 PERFORMANCE BOND Page 2 of 2 1 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the 18 day of March, 2014. 3 4 5 6 7 8 9 ATTEST: 10 11 12 (Principal) Secretary 13 14 15 16 17 18 With to 19 20 21 22 23 24 25 26 27 28 29 30 31 32 (411///1 33 34 35 36 Witness as to Surety Nikki L. Adams PRINCIPAL: Conatser Construction TX, LP BY: t nature Lonatser, President of Conatser Management Group, Inc., GP Name and Title Address: P.O. Box 15448 Fort Worth, TX 76119 SURETY: Merchants Bonding Company (Mutual) BY: %.4(r)C�4Y Carolyn Maples Attorney —in —Fact Name and Title Signatur Address: 2100 Fleur Drive Des Moines, Iowa 5U321 Telephone Number: 8 0 0— 6 7 8— 8171 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 The date of the bond shall not be prior to the date the Contract is awarded. 41 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Connection City Project No. 01988 00 61 14 - I PAYMENT BOND Page 1 of 2 Bond # TXC605728 1 SECTION 00 61 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 . COUNTY OF TARRANT § 7 That we, Conatser Construction,TX.LP., known as "Principal" herein, and 8 Merchants Bondina Company ( Mutual) , a corporate surety 9 (sureties), duly authorized to do business in the258- State of Texas, known as "Surety" herein 10 (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal 11 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the 12 penal sum of One MILLION and Thirteen THOUSAND One HUNDRED Thirty Eight 13 DOLLARS AND Forty CENTS ($1.013,138.40)lawful money of the United States, to be paid 14 in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we 15 bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 16 firmly by these presents: 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 18 day 18 of March, 2014, which Contract is hereby referred to and made a part hereof for all purposes as if 19 fully set forth herein, to furnish all materials, equipment, labor and other accessories as defined 20 by law, in the prosecution of the Work as provided for in said Contract and designated as 21 Westside 117 & IV Water Main Connection City Project Number 01988. 22 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 23 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 24 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 25 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 26 force and effect. 27 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 28 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 29 accordance with the provisions of said statute. 30 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 00 61 14 - 2 PAYMENT BOND Page 2 of 2 1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the 18 day of March. 2014 . 3 ATTEST: (Principal) Secretary C7-/to Wit es cipal PRINCIPAL: Conatser Construction TX, LP BY: igpfature Jerry Conatser, President of Conatser Management Group, Inc., GP Name and Title Address: P.O. Box 15448 Fort Worth, TX 76119 SURETY: Merchants Bonding Company (Mutual) ATTEST: BY: CO.1\D.QN,./. 7'11Y1cf.)- Signature Carolyn Maples Attorney —in —Fact (Surety) Secretary Name and Title Address: 2100 Fleur Drive Des Moines, Iowa 50321 Witness as to Surety Nikki L. Adams Telephone Number: 8 0 0— 6 7 8— 8171 4 5 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 6 bylaws showing that this person has authority to sign such obligation. If Surety's physical 7 address is different from its mailing address, both must be provided. 8 9 The date of the bond shall not be prior to the date the Contract is awarded. 10 END OF SECTION 11 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 2 SECTION 00 61 19 MAINTENANCE BOND 006119-1 MAINTENANCE BOND Page 1 of 3 Bond # TXC605728 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Conatser Construction TX.LP., known as "Principal" herein and Merchants Bonding 8 Company (Mutual ), a corporate surety (sureties, if more than one) duly authorized to do 9 business in the State of Texas, known as "Surety" herein (whether one or more), are held and 10 firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of 11 the State of Texas, known as "City" herein, in the sum of One MILLION and Thirteen 12 THOUSAND One HUNDRED Thirty Eight DOLLARS AND Forty CENTS ($1,013,138.40) 13 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment 14 of which sum well and truly be made unto the City and its successors, we bind ourselves, our 15 heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 16 presents. 17 18 WHEREAS, the Principal has entered into a certain written contract with the City awarded the 19 18 day of March 2014, which Contract is hereby referred to and a made part hereof for all 20 purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories 21 as defined by law, in the prosecution of the Work, including any Work resulting from a duly 22 authorized Change Order (collectively herein, the "Work") as provided for in said contract and 23 designated as Westside 111 & IV Water Main Connection City Proiect Number 01988. 24 ; and 25 26 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 27 accordance with the plans, specifications and Contract Documents that the Work is and will 28 remain free from defects in materials or workmanship for and during the period of two (2) years 29 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 30 31 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 32 upon receiving notice from the City of the need therefor at any time within the Maintenance 33 Period. 34 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 00 61 19 - 2 MAINTENANCE BOND Page 2 of 3 1 NOW THEREFORE, the condition of this obligation is such that if Principal shall 2 remedy any defective Work, for which timely notice was provided by City, to a completion 3 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 4 full force and effect. 5 6 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 8 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 9 the Surety under this Maintenance bond; and 10 11 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 12 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 13 Worth Division; and 14 15 PROVIDED FURTHER, that this obligation shall be continuous in nature and 16 successive recoveries may be had hereon for successive breaches. 17 18 19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 00 61 19 - 3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 18 day of March , 2014. 3 4 5 6 7 8 9 10 ATTEST: 11 12 13 (Principal) Secretary 14 15 16 17 18 19 Wi es o Pi ipal'� 20 21 22 23 24 25 26 27 28 ATTEST: 29 30 31 (Surety) Secretary 32 33 34 35 Witness as to Surety Nikki L. Adams PRINCIPAL: Cnnatsr Cnnstructic-n TY_ LP BY: Signature Jerry Conatser, President of Conatser Management Group, Inc., GP Name and Title Address: P. 0. Box 15448 Fort Worth, TX 76119 SURETY: .Merchants Bonding Companv (Mutual) BY: `rcO_vi Carolyn eMaples� Name and Title Address: 2100 Fleur Drive Des Moines, IA 50321 Telephone Number: 8 0 0— 6 7 8-8 171 36 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 37 from the by-laws showing that this person has authority to sign such obligation. If 38 Surety's physical address is different from its mailing address, both must be provided. 39 The date of the bond shall not be prior to the date the Contract is awarded. 40 CITY OP FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 MERCFIANIS %\ BONDING COMPANY. POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations duly organized under the laws of the State of Iowa (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint, individually, Carolyn Maples; Glenna S Davis; John R Wilson of Fort Worth and State of Texas their true and lawful Attorney -in -Fact, with full power and authority hereby conferred in their name, place and stead, to sign, execute, acknowledge and deliver in their behalf as surety any and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of: SEVEN MILLION FIVE HUNDRED THOUSAND ($7,500,000.00) DOLLARS and to bind the Companies thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the Companies, and all the acts of said Attorney -in -Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This Power -of -Attorney is made and executed pursuant to and by authority of the following By -Laws adopted by the Board of Directors of the Merchants Bonding Company (Mutual) on April 23, 2011 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 24, 2011. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof. The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 4th day of October , 2013 . MERCHANTS BONDING COMPANY (MUTUAL) MERCHANTS NATIONAL BONDING, INC. By STATE OF IOWA COUNTY OF POLK ss. President On this 4th day of October , 2013 , before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument is the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa, the day and year first above written. MARANDA GREENWALT Commission Number 770312 My Commission Expires ow October 28, 2014 STATE OF IOWA COUNTY OF POLK ss. Notary Public, Polk County, Iowa I, William Warner, Jr., Secretary of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 18thdayof March , 2014 . .... .,� 1..�•I�r A• • • •f4'., -o- •• d.� 1933 •y Secretary POA 0014 (11/11) MERCHANTS BONDING COMPANY. MERCHANTS BONDING COMPANY (MUTUAL) • MERCHANTS NATIONAL BONDING, INC. 2100 FLEUR DRIVE • DES MOINES, IOWA 50321-1158 • (800) 678-8171 • (515) 243-3854 FAX IMPORTANT NOTICE To obtain information or make a complaint: You may contact your insurance agent at the telephone number provided by your insurance agent. You may call Merchants Bonding Company (Mutual) toll -free telephone number for information or to make a complaint at: 1-800-678-8171 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 at: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection@tdi.texas.gov PREMIUM AND CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. SUP 0032 TX (12/13) Blasting Collapse of Building or structures adjacent to excavations Damage to Underground Utilities Builder's Risk Comprehensive Automobile Liability Contractual Liability Other 1 1 CERTIFICATE OF INSURANCE TO: CITY OF FORT WORTH Date: NAME OF PROJECT: Westside III &IV Water Main Connection PROJECT NUMBER: 01988 IS TO CERTIFY THAT: Conatser Construction, TX LP. is, at the date of this certificate, Insured by this Company with respect to the business operations hereinafter described, for the type of insurance and accordance with provisions of the standard policies used by this Company, and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. TYPE OF INSURANCE Policy Effective Expires Limits of Liability Worker's Compensation Comprehensive General Bodily Injury: Liability Insurance (Public Ea. Occurrence: $ Liability) Property Damage: Ea. Occurrence: $ Ea. Occurrence: $ Ea. Occurrence: $ Ea. Occurrence: $ Bodily Injury: Ea. Person: $ Ea. Occurrence: $ Property Damage: Ea. Occurrence: $ Bodily Injury: Ea. Occurrence: $ Property Damage: Ea. Occurrence: $ Locations covered: Surrounding at Fort Worth TX Description of operations covered: Sewer line relocation for the above contract. The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or canceled by the insurer in less than five (5) days after the insured has received written notice of such change/or cancellation. Where applicable local laws or regulations require more than five (5) days actual notice of change or cancellation to be assured, the above policies contain such special requirements, either in the body thereof or by appropriate endorsement thereto attached. The City, its officers, employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's workers' compensation insurance policy. Agency Fort Worth Agent Address Insurance Co. By Title STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 — Definitions and Terminology 1 1.01 Defined Terms 1 1.02 Terminology 6 Article 2 — Preliminary Matters 7 2.01 Copies of Documents 7 2.02 Commencement of Contract Time; Notice to Proceed 7 2.03 Starting the Work 8 2.04 Before Starting Construction 8 2.05 Preconstruction Conference 8 2.06 Public Meeting 8 2.07 Initial Acceptance of Schedules 8 Article 3 — Contract Documents: Intent, Amending, Reuse 8 3.01 Intent 8 3.02 Reference Standards 9 3.03 Reporting and Resolving Discrepancies 9 3.04 Amending and Supplementing Contract Documents 10 3.05 Reuse of Documents 10 3.06 Electronic Data 11 Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points 11 4.01 Availability of Lands 11 4.02 Subsurface and Physical Conditions 12 4.03 Differing Subsurface or Physical Conditions 12 4.04 Underground Facilities 13 4.05 Reference Points 14 4.06 Hazardous Environmental Condition at Site 14 Article 5 — Bonds and Insurance 16 5.01 Licensed Sureties and Insurers 16 5.02 Performance, Payment, and Maintenance Bonds 16 5.03 Certificates of Insurance 16 5.04 Contractor's Insurance 18 5.05 Acceptance of Bonds and Insurance; Option to Replace 19 Article 6 — Contractor's Responsibilities 19 6.01 Supervision and Superintendence 19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 6.02 Labor; Working Hours 20 6.03 Services, Materials, and Equipment 20 6.04 Project Schedule 21 6.05 Substitutes and "Or -Equals" 21 6.06 Concerning Subcontractors, Suppliers, and Others 24 6.07 Wage Rates 25 6.08 Patent Fees and Royalties 26 6.09 Permits and Utilities 27 6.10 Laws and Regulations 27 6.11 Taxes 28 6.12 Use of Site and Other Areas 28 6.13 Record Documents 29 6.14 Safety and Protection 29 6.15 Safety Representative 30 6.16 Hazard Communication Programs 30 6.17 Emergencies and/or Rectification 30 6.18 Submittals 31 6.19 Continuing the Work 32 6.20 Contractor's General Warranty and Guarantee 32 6.21 Indemnification 33 6.22 Delegation of Professional Design Services 34 6.23 Right to Audit 34 6.24 Nondiscrimination 35 Article 7 - Other Work at the Site 35 7.01 Related Work at Site 35 7.02 Coordination 36 Article 8 - City's Responsibilities 36 8.01 Communications to Contractor 36 8.02 Furnish Data 36 8.03 Pay When Due 36 8.04 Lands and Easements; Reports and Tests 36 8.05 Change Orders 36 8.06 Inspections, Tests, and Approvals 36 8.07 Limitations on City's Responsibilities 37 8.08 Undisclosed Hazardous Environmental Condition 37 8.09 Compliance with Safety Program 37 Article 9 - City's Observation Status During Construction 37 9.01 City's Project Representative 37 9.02 Visits to Site 37 9.03 Authorized Variations in Work 38 9.04 Rejecting Defective Work 38 9.05 Determinations for Work Performed 38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work 38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 Article 10 - Changes in the Work; Claims; Extra Work 38 10.01 Authorized Changes in the Work 38 10.02 Unauthorized Changes in the Work 39 10.03 Execution of Change Orders 39 ' 10.04 Extra Work 39 10.05 Notification to Surety 39 10.06 Contract Claims Process 40 Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement 41 11.01 Cost of the Work 41 11.02 Allowances 43 11.03 Unit Price Work 44 11.04 Plans Quantity Measurement 45 Article 12 - 12.01 12.02 Change of Contract Time 12.03 Delays Article 13 - 13.01 13.02 13.03 Tests and Inspections 13.04 Uncovering Work 13.05 City May Stop the Work 13.06 Correction or Removal of Defective Work 13.07 Correction Period 13.08 Acceptance of Defective Work 13.09 City May Correct Defective Work Article 14 - 14.01 14.02 14.03 Contractor's Warranty of Title 14.04 Partial Utilization 14.05 Final Inspection 14.06 Final Acceptance 14.07 Final Payment 14.08 Final Completion Delayed and Partial Retainage Release 14.09 Change of Contract Price; Change of Contract Time 46 Change of Contract Price 46 47 47 Tests and Inspections; Correction, Removal or Acceptance of Defective Work 48 Notice of Defects 48 Access to Work 48 48 49 49 50 50 51 51 Payments to Contractor and Completion 52 Schedule of Values 52 Progress Payments 52 54 55 55 55 56 56 Waiver of Claims 57 Article 15 - Suspension of Work and Termination 57 15.01 City May Suspend Work 57 15.02 City May Terminate for Cause 58 15.03 City May Terminate For Convenience 60 Article 16 - Dispute Resolution 16.01 Methods and Procedures CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Deecember21, 2012 Westside III & IV Water Main Connection City Project No. 019 61 61 Article 17 — Miscellaneous 62 17.01 Giving Notice 62 17.02 Computation of Times 62 17.03 Cumulative Remedies 62 17.04 Survival of Obligations 63 17.05 Headings 63 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-I General Conditions Page l of 63 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined,. terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda —Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment —The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award — Authorization by the City Council for the City to enter into an Agreement. 6. Bid —The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder —The individual or entity who submits a Bid directly to City. 8. Bidding Documents —The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements —The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Buzzsaw — City's on-line, electronic document management and collaboration system. 12. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 2 of 63 13. Change Order —A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14. City— The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 18. Contract Claim —A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 19. Contract —The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 20. Contract Documents —Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 21. Contract Price —The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 22. Contract Time —The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 23. Contractor The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December 21, 2012 Westside III & IV Water Main Connection City Project No. 019 00 72 00 - I General Conditions Page 3 of 63 25. Damage Claims — A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 27. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 32. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 34. Engineer The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36. Field Order — A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 37. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dxember2l, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-I General Conditions Page 4 of 63 38. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements —Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 42. Laws and Regulations —Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44. Major Item — An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 45. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. Notice of Award —The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 47. Notice to Proceed —A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48. PCBs —Polychlorinated biphenyls. 49. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 50. Plans — See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-I General Conditions Page 5 of 63 51. Project Schedule A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project —The Work to be performed under the Contract Documents. 53. Project Representative —The authorized representative of the City who will be assigned to the Site. 54. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Material Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 56. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 57. San/pies—Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 58. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of Values —A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. Site —Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 61. Specifications That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 62. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 6 of 63 63. Submittals —All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City makes an Award, 65. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions —That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69. Unit Price Work —See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 00 72 00 - 1 General Conditions Page 7 of 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective; 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide; 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-I General Conditions Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decernber2l, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 11 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 Westside III & IV Water Main Connection City Project No. 019 00 72 00 - 1 General Conditions Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-I General Conditions Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 14 of63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnib' and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnini any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 16 of 63 ARTICLE 5 — BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 Wesiside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal. holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnfy and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reirnbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Business Diversity Enterprise Ordinance Compliance: It is City policy to ensure the full and equitable participation by Minority and Small Business Enterprises (MBE)(SBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE and/or SBE goal, Contractor is required tocomply with the intent of the City's Business Diversity Ordinance (as amended) by the following: 1. Contractor shall, upon request by the City, provide complete and accurate information regarding actual work performed by a MBE and/or SBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE and/or SBE. Material misrepresentation of any nature may be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 00 72 00 - 1 General Conditions Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the llth day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemn and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 Westside III & IV Water Main Connection City Project No. 019 00 72 00 - 1 General Conditions Page 27 of 63 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-I General Conditions Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. httn://www.window.state.tx.us/taxinfo/taxforms/93-forms.html 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemn(5; and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify, owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 00 72 00 - 1 General Conditions Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract • Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside I11 & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor 's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 33 of63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO, OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL. OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-I General Conditions Page 35 of63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 — OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decernber21, 2012 Westside III & IV Water Main Connection City Project No. 019 00 72 00 - 1 General Conditions Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall haveauthority for such coordination. ARTICLE 8 — CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. The Project Representative(s) will be as provided in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 38 of63 9.03 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.B, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g• Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 Westside III & IV Water Main Connection City Project No. 019 00 72 00 - I General Conditions Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.O1.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.O1.A and 11.O1.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre -bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 44 of 63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-I General Conditions Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Rein is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 46 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.01.A.2. and 11.01.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.01.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decernber21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.6, and 11.01.B; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 Westside III & IV Water Main Connection City Project No. 019 00 72 00 - 1 General Conditions Page 48 of 63 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance ofmaterials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-I General Conditions Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside 111 & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals'and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A, If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside ill & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-I General Conditions Page 53 of 63 B. Review ofApplications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors, requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 00 72 00 - 1 General Conditions Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 56 of 63 14.07 Final Payment A. Application for Payment:: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-I General Conditions Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 00 72 00-1 General Conditions Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-I General Conditions Page 61 of63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 00 72 00 - 1 General Conditions Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 007200-1 General Conditions Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Westside III & IV Water Main Connection City Project No. 019 1 2 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS 007300-1 SUPPLEMENTARY CONDITIONS Page 1 of 6 3 TO 4 GENERAL CONDITIONS 5 6 Supplementary Conditions 7 8 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other 9 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 10 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 11 of the General Conditions which are not so modified or supplemented remain in full force and effect. 12 13 Defined Terms 14 15 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 16 meaning assigned to them in the General Conditions, unless specifically noted herein. 17 18 Modifications and Supplements 19 20 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 21 other Contract Documents. 22 23 SC-3.03B.2, "Resolving Discrepancies" 24 25 Plans govern over Specifications. 26 27 SC-4.O1A 28 29 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 30 Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the 31 Contract Drawings. 32 33 SC-4.01A.1., "Availability of Lands" 34 The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of: 35 36 Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION Parcel 1 PE, SE & TCE Walsh Ranches LP 1/14/2013 Parcel 2 PE, Electrical Esmt & Waste Management 1/14/2013 TCE 37 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 38 and do not bind the City. 39 40 If Contractor considers the final easements provided to differ materially from the representations on the 41 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 42 notify City in writing associated with the differing easement line locations. 43 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 Westside III & IV Water Main Connection City Project No. 01988 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 6 1 The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated 2 as of 9/19/2013. 3 EXPECTED OWNER None UTILITY AND LOCATION TARGET DATE OF ADJUSTMENT 4 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 5 and do not bind the City. 6 SC-4.02A., "Subsurface and Physical Conditions" 7 8 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 9 10 A Geotechnical Engineering Report No. 13-0034, dated September 4, 2013, prepared by Gorrondona & 11 Associates, Inc. 12 13 The following are drawings of physical conditions in or relating to existing surface and subsurface 14 structures (except Underground Facilities) which are at or contiguous to the site of the Work: None 15 SC-4.06A., "Hazardous Environmental Conditions at Site" 16 17 The following are reports and drawings of existing hazardous environmental conditions known to the City: 18 None 19 20 SC-5.03A., "Certificates of Insurance" 21 22 The entities listed below are "additional insureds as their interest may appear" including their respective 23 officers, directors, agents and employees. 24 25 (1) City 26 (2) Consultant: Dunaway Associates L.P. 27 (3) Other: None 28 29 SC-5.04A., "Contractor's Insurance" 30 31 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 32 coverages for not less than the following amounts or greater where required by laws and regulations: 33 34 5.04A. Workers' Compensation, under Paragraph GC-5.04A. 35 36 Statutory limits 37 Employer's liability 38 $100,000 each accident/occurrence 39 $100,000 Disease - each employee 40 $500,000 Disease - policy limit 41 42 SC-5.04B., "Contractor's Insurance" 43 44 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance 45 under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with 46 minimum limits of: 47 48 $1, 000, 000 each occurrence 49 $2,000,000 aggregate limit CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April I, 2013 Westside III & IV Water Main Connection City Project No. 01988 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 6 1 2 The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the 3 General Aggregate Limits apply separately to each job site. 4 5 The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. 6 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 7 8 SC 5.04C., "Contractor's Insurance" 9 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under 10 Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: 11 12 (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", 13 defined as autos owned, hired and non -owned. 14 15 $/, 000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 16 least: 17 18 $250, 000 Bodily Injury per person / 19 $500, 000 Bodily Injury per accident / 20 $100, 000 Property Damage 21 22 SC-5.04D., "Contractor's Insurance" 23 24 The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and 25 material deliveries to cross railroad properties and tracks. None 26 27 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, 28 hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 29 or other property. Such operations on railroad properties may require that Contractor to execute a "Right of 30 Entry Agreement" with the particular railroad company or companies involved, and to this end the 31 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 32 the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate 33 to the Contractor's use of private and/or construction access roads crossing said railroad company's 34 properties. 35 36 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide 37 coverage for not less than the following amounts, issued by companies satisfactory to the City and to the 38 Railroad Company for a term that continues for so long as the Contractor's operations and work cross, 39 occupy, or touch railroad property: 40 41 (1) General Aggregate: $ 42 43 (2) Each Occurrence: $ 44 45 Required for this Contract X Not required for this Contract 46 47 With respect to the above outlined insurance requirements, the following shall govern: 48 49 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in 50 the name of the railroad company. However, if more than one grade separation or at -grade 51 crossing is affected by the Project at entirely separate locations on the line or lines of the same 52 railroad company, separate coverage may be required, each in the amount stated above. 53 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April I, 2013 Westside III & IV Water Main Connection City Project No. 01988 00 73 00 - 4 SUPPLEMENTARY CONDITIONS Page 4 of 6 1 2. Where more than one railroad company is operating on the same right-of-way or where several 2 railroad companies are involved and operated on their own separate rights -of -way, the Contractor 3 may be required to provide separate insurance policies in the name of each railroad company. 4 5 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a 6 railroad company's right-of-way at a location entirely separate from the grade separation or at- 7 grade crossing, insurance coverage for this work must be included in the policy covering the grade 8 separation. 9 10 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- 11 way, all such other work may be covered in a single policy for that railroad, even though the work 12 may be at two or more separate locations. 13 14 No work or activities on a railroad company's property to be performed by the Contractor shall be 15 commenced until the Contractor has furnished the City with an original policy or policies of the insurance 16 for each railroad company named, as required above. All such insurance must be approved by the City and 17 each affected Railroad Company prior to the Contractor's beginning work. 18 19 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way 20 has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, 21 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. 22 Such insurance must name the railroad company as the insured, together with any tenant or lessee of the 23 railroad company operating over tracks involved in the Project. 24 25 SC-6.04., "Project Schedule" 26 27 Project schedule shall be tier 3 for the project. 28 29 SC-6.07., "Wage Rates" 30 31 The prevailing wage rate table(s) applicable to this project is provided in Appendix GC-6.07: 32 33 SC-6.09., "Permits and Utilities" 34 35 SC-6.09A., "Contractor obtained permits and licenses" 36 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 37 None 38 39 SC-6.09B. "City obtained permits and licenses" 40 The following are known permits and/or licenses required by the Contract to be acquired by the City: 41 TxDOT Driveway Permit. 42 43 SC-6.09C. "Outstanding permits and licenses" 44 45 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of 46 September 16, 2013: 47 48 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION TxDOT Driveway Permit 1/14/2013 49 SC-6.24B., "Title VI, Civil Rights Act of 1964 as amended" 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 Westside III & IV Water Main Connection City Project No. 01988 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 6 1 During the performance of this Contract, the Contractor, for itself, its assignees and successors in interest 2 (hereinafter referred to as the "Contractor") agrees as follows: 3 4 1. Compliance with Regulations: The Contractor shall comply with the Regulation relative to 5 nondiscrimination in Federally -assisted programs of the Department of Transportation (hereinafter, 6 "DOT") Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, 7 (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part 8 of this contract. 9 10 2. Nondiscrimination: The Contractor, with regard to the work performed by it during the contract, shall 11 not discriminate on the grounds of race, color, or national origin, in the selection and retention of 12 subcontractors, including procurements of materials and leases of equipment. The Contractor shall not 13 participate either directly or indirectly in the discrimination prohibited by 49 CFR, section 21.5 of the 14 Regulations, including employment practices when the contract covers a program set forth in 15 Appendix B of the Regulations. 16 17 3. Solicitations for Subcontractors, Including Procurements of Materials and Equipment: In all 18 solicitations either by competitive bidding or negotiation made by the contractor for work to be 19 performed under a subcontract, including procurements of materials or leases of equipment, each 20 potential subcontactor or supplier shall be notified by the Contractor of the Contractor's obligations 21 under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or 22 national origin. 23 24 4. Information and Reports: The Contractor shall provide all information and reports required by the 25 Regulations or directives issued pursuant thereto, and shall permit access to its books, records, 26 accounts, other sources of information and its facilities as may be determined by City or the Texas 27 Department of Transportation to be pertinent to ascertain compliance with such Regulations, orders 28 and instructions. Where any information required of a contractor is in the exclusive possession of 29 another who fails or refuses to furnish this information the contractor shall so certify to the City, or the 30 Texas Department of Transportation, as appropriate, and shall set forth what efforts it has made to 31 obtain the information. 32 33 5. Sanctions for Noncompliance: In the event of the Contractor's noncompliance with the 34 nondiscrimination provisions of this Contract, City shall impose such contract sanctions as it or the 35 Texas Department of Transportation may determine to be appropriate, including, but not limited to: 36 37 a. withholding of payments to the Contractor under the Contract until the Contractor 38 complies, and/or 39 b. cancellation, termination or suspension of the Contract, in whole or in part. 40 41 6. Incorporation of Provisions: The Contractor shall include the provisions of paragraphs (1) through 42 (6) in every subcontract, including procurements of materials and leases of equipment, unless exempt 43 by the Regulations, or directives issued pursuant thereto. The Contractor shall take such action with 44 respect to any subcontract or procurement as City or the Texas Department of Transportation may 45 direct as a means of enforcing such provisions including sanctions for non-compliance: Provided, 46 however, that, in the event a contractor becomes involved in, or is threatened with, litigation with a 47 subcontractor or supplier as a result of such direction, the contractor may request City to enter into 48 such litigation to protect the interests of City, and, in addition, the contractor may request the United 49 States to enter into such litigation to protect the interests of the United States. 50 51 Additional Title VI requirements can be found in the Appendix. 52 53 SC-7.02., "Coordination" 54 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 Westside III & IV Water Main Connection City Project No. 01988 007300-6 SUPPLEMENTARY CONDITIONS Page 6 of 6 1 The individuals or entities listed below have contracts with the City for the performance of other work at 2 the Site: None 4 5 SC-8.01, "Communications to Contractor" 6 7 Contractor to complete Waste Management's Safety Regulations for Outside Contractors prior to beginning 8 work on Waste Management property. 9 10 SC-9.01., "City's Project Representative" 11 12 The following rum is a consultant to the City responsible for construction management of this Project: 13 None 14 15 SC-13.03C., "Tests and Inspections" 16 17 None 18 19 SC-16.01C.1, "Methods and Procedures" 20 21 None 22 23 24 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 Westside III & IV Water Main Connection City Project No. 01988 2 SECTION 01 1100 SUMMARY OF WORK 01 11 00 -1 SUMMARY OF WORK Page 1 of 3 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor, materials, and equipment, and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project, such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list, then the item shall 27 be considered as a subsidiary item of Work, the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys, or other public places 34 or other rights -of -way as provided for in the ordinances of the City, as shown in the 35 Contract Documents, or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools, materials, and equipment for construction 37 purposes may be stored in such space, but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside I11 & IV Water Main Connection City Project No. 01988 01 11 00 - 2 SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 01 11 00 - 3 SUMMARY OF WORK 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Page 3 of 3 Westside III & IV Water Main Connection City Project No. 01988 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY SECTION 01 25 00 SUBSTITUTION PROCEDURES 01 25 00 - 1 SUBSTITUTION PROCEDURES Page 1 of 4 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or -equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 — General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution - General 26 1. Within 30 days after award of Contract (unless noted otherwise), the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors, trade names, or 31 catalog numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers, provided said products are "or -equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or -equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements, or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Westside III & IV Water Main Connection City Project No. 01988 01 25 00- 2 SUBSTITUTION PROCEDURES Page 2 of 4 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule, when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including, but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved, the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 1 4. No additional contract time will be given for substitution. 2 5. Substitution will be rejected if: 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 c. In the City's opinion, acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion, substitution will not perform adequately the function 8 consistent with the design intent 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product, the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product, and has determined that it is adequate or 16 superior in all respects to that specified, and that it will perform function for which 17 it is intended 18 2. Will provide salve guarantee for substitute item as for product specified 19 3. Will coordinate installation of accepted substitution into Work, to include building 20 modifications if necessary, making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS [NOT USED] 28 PART 3 - EXECUTION [NOT USED] 29 END OF SECTION 30 31 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED ITEM 9 10 11 Proposed Substitution: 12 Reason for Substitution: 13 Include complete information on changes to Drawings and/or Specifications which proposed 14 substitution will require for its proper installation. 15 16 Fill in Blanks Below: 17 A. Will the undersigned contractor pay for changes to the building design, including engineering 18 and detailing costs caused by the requested substitution? 19 20 21 B. What effect does substitution have on other trades? 22 23 24 C. Differences between proposed substitution and specified item? 25 26 27 D. Differences in product cost or product delivery time? 28 29 30 E. Manufacturer's guarantees of the proposed and specified items are: 31 32 Equal Better (explain on attachment) 33 The undersigned states that the function, appearance and quality are equivalent or superior to the 34 specified item. 35 Submitted By: For Use by City 36 37 Signature Recommended Recommended 38 as noted 39 40 Firm Not recommended Received late 41 Address By 42 Date 43 Date Remarks 44 Telephone 45 46 For Use by City: 47 48 Approved Rejected 49 City Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 1 2 3 PART 1 - GENERAL SECTION 01 31 19 PRECONSTRUCTION MEETING 013119-1 PRECONSTRUCTION MEETING Page 1 of 3 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded, tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting, prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Project Representative 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Westside III & IV Water Main Connection City Project No. 01988 013119-2 PRECONSTRUCTION MEETING Page 2 of 3 1 e. Other City representatives 2 f. Others as appropriate 3 4. Construction Schedule 4 a. Prepare baseline construction schedule in accordance with Section 01 32 16 and 5 provide at Preconstruction Meeting. 6 b. City will notify Contractor of any schedule changes upon Notice of 7 Preconstruction Meeting. 8 5. Preliminary Agenda may include: 9 a. Introduction of Project Personnel 10 b. General Description of Project 11 c. Status of right-of-way, utility clearances, easements or other pertinent permits 12 d. Contractor's work plan and schedule 13 e. Contract Time 14 f. Notice to Proceed 15 g. Construction Staking 16 h. Progress Payments 17 i. Extra Work and Change Order Procedures 18 j. Field Orders 19 k. Disposal Site Letter for Waste Material 20 1. Insurance Renewals 21 m. Payroll Certification 22 n. Material Certifications and Quality Control Testing 23 o. Public Safety and Convenience 24 p. Documentation of Pre -Construction Conditions 25 q. Weekend Work Notification 26 r. Legal Holidays 27 s. Trench Safety Plans 28 t. Confined Space Entry Standards 29 u. Coordination with the City's representative for operations of existing water 30 systems 31 v. Storm Water Pollution Prevention Plan 32 w. Coordination with other Contractors 33 x. Early Warning System 34 y. Contractor Evaluation 35 z. Special Conditions applicable to the project 36 aa. Damages Claims 37 bb. Submittal Procedures 38 cc. Substitution Procedures 39 dd. Correspondence Routing 40 ee. Record Drawings 41 ff. Temporary construction facilities 42 gg. M/WBE or MBE/SBE procedures 43 hh. Final Acceptance 44 ii. Final Payment 45 jj. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Westside III & IV Water Main Connection City Project No. 01988 01 31 19 - 3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Westside I1I & IV Water Main Connection City Project No. 01988 1 2 3 PART 1- GENERAL SECTION 01 31 20 PROJECT MEETINGS 013120-1 PROJECT MEETINGS Page 1 of 3 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 — General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Schedule, attend and administer as specified, periodic progress meetings, and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor, subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded, tapes will be used to prepare minutes and retained by City for 27 future reference. 28 4. Meetings, in addition to those specified in this Section, may be held when requested 29 by the City, Engineer or Contractor. 30 B. Pre -Construction Neighborhood Meeting 31 1. After the execution of the Agreement, but before construction is allowed to begin, 32 attend 1 Public Meeting with affected residents to: 33 a. Present projected schedule, including construction start date 34 b. Answer any construction related questions 35 2. Meeting Location 36 a. Location of meeting to be determined by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Westside III & IV Water Main Connection City Project No. 01988 01 31 20 -2 PROJECT MEETINGS Page 2 of 3 1 3, Attendees 2 a. Contractor 3 b. Project Representative 4 c. Other City representatives 5 4. Meeting Schedule 6 a. In general, the neighborhood meeting will occur within the 2 weeks following 7 the pre -construction conference. 8 b. In no case will construction be allowed to begin until this meeting is held, 9 C. Progress Meetings 10 1. Formal project coordination meetings will be held periodically. Meetings will be 11 scheduled and administered by Project Representative. 12 2. Additional progress meetings to discuss specific topics will be conducted on an as- 13 needed basis. Such additional meetings shall include, but not be limited to: 14 a. Coordinating shutdowns 15 b. Installation of piping and equipment 16 c. Coordination between other construction projects 17 d. Resolution of construction issues 18 e. Equipment approval 19 3, The Project Representative will preside at progress meetings, prepare the notes of 20 the meeting and distribute copies of the same to all participants who so request by 21 fully completing the attendance form to be circulated at the beginning of each 22 meeting. 23 4. Attendance shall include: 24 a. Contractor's project manager 25 b. Contractor's superintendent 26 c. Any subcontractor or supplier representatives whom the Contractor may desire 27 to invite or the City may request 28 d. Engineer's representatives 29 e. City's representatives 30 f. Others, as requested by the Project Representative 31 5. Preliminary Agenda may include: 32 a. Review of Work progress since previous meeting 33 b. Field observations, problems, conflicts 34 c, Items which impede construction schedule 35 d. Review of off -site fabrication, delivery schedules 36 e. Review of construction interfacing and sequencing requirements with other 37 construction contracts 38 f. Corrective measures and procedures to regain projected schedule 39 g. Revisions to construction schedule 40 h. Progress, schedule, during succeeding Work period 41 i. Coordination of schedules 42 j. Review submittal schedules 43 k. Maintenance of quality standards 44 1. Pending changes and substitutions 45 m. Review proposed changes for: 46 1) Effect on construction schedule and on completion date 47 2) Effect on other contracts of the Project 48 n. Review Record Documents CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 013120-3 PROJECT MEETINGS Page 3 of 3 1 o. Review monthly pay request 2 p. Review status of Requests for Information 3 6. Meeting Schedule 4 a. Progress meetings will be held periodically as determined by the Project 5 Representative. 6 1) Additional meetings may be held at the request of the: 7 a) City 8 b) Engineer 9 c) Contractor 10 7. Meeting Location 11 a. The City will establish a meeting location. 12 1) To the extent practicable, meetings will be held at the Site. 13 1.5 SUBMITTALS [NOT USED] 14 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 15 1.7 CLOSEOUT SUBMITTALS [NOT USED] 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE [NOT USED] 18 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 19 1.11 FIELD [SITE] CONDITIONS [NOT USED] 20 1.12 WARRANTY [NOT USED] 21 PART 2 - PRODUCTS [NOT USED] 22 PART 3 - EXECUTION [NOT USED] 23 END OF SECTION 24 25 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 1 SECTION 01 32 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Definitions 21 1. Schedule Tiers 22 a. Tier 1 - No schedule submittal required by contract. Small, brief duration 23 projects 24 b. Tier 2 - No schedule submittal required by contract, but will require some 25 milestone dates. Small, brief duration projects 26 c. Tier 3 - Schedule submittal required by contract as described in the 27 Specification and herein. Majority of City projects, including all bond program 28 projects 29 d. Tier 4 - Schedule submittal required by contract as described in the 30 Specification and herein. Large and/or complex projects with long durations 31 1) Examples: large water pump station project and associated pipeline with 32 interconnection to another governmental entity 33 e. Tier 5 - Schedule submittal required by contract as described in the 34 Specification and herein, Large and/or very complex projects with long 35 durations, high public visibility 36 1) Examples might include a water or wastewater treatment plant 37 2. Baseline Schedule - Initial schedule submitted before work begins that will serve 38 as the baseline for measuring progress and departures from the schedule. 39 3. Progress Schedule - Monthly submittal of a progress schedule documenting 40 progress on the project and any changes anticipated. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 01 32 16 - 2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 1 4. Schedule Narrative - Concise narrative of the schedule including schedule 2 changes, expected delays, key schedule issues, critical path items, etc 3 B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 A. Baseline Schedule 7 1. General 8 a. Prepare a cost -loaded baseline Schedule using approved software and the 9 Critical Path Method (CPM) as required in the City of Fort Worth Schedule 10 Guidance Document. 11 b. Review the draft cost -loaded baseline Schedule with the City to demonstrate 12 understanding of the work to be performed and known issues and constraints 13 related to the schedule. 14 c. Designate an authorized representative (Project Scheduler) responsible for 15 developing and updating the schedule and preparing reports. 16 B. Progress Schedule 17 1. Update the progress Schedule monthly as required in the City of Fort Worth 18 Schedule Guidance Document. 19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 20 3. Change Orders 21 a. Incorporate approved change orders, resulting in a change of contract time, in 22 the baseline Schedule in accordance with City of Fort Worth Schedule 23 Guidance Document. 24 C. Responsibility for Schedule Compliance 25 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 26 Report that delays to the critical path have resulted and the Contract completion 27 date will not be met, or when so directed by the City, make some or all of the 28 following actions at no additional cost to the City 29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 30 outlining: 31 1) A written statement of the steps intended to take to remove or arrest the 32 delay to the critical path in the approved schedule 33 2) Increase construction manpower in such quantities and crafts as will 34 substantially eliminate the backlog of work and return current Schedule to 35 meet projected baseline completion dates 36 3) Increase the number of working hours per shift, shifts per day, working 37 days per week, the amount of construction equipment, or any combination 38 of the foregoing, sufficiently to substantially eliminate the backlog of work 39 4) Reschedule activities to achieve maximum practical concurrency of 40 accomplishment of activities, and comply with the revised schedule 41 2. If no written statement of the steps intended to take is submitted when so requested 42 by the City, the City may direct the Contractor to increase the level of effort in 43 manpower (trades), equipment and work schedule (overtime, weekend and holiday 44 work, etc.) to be employed by the Contractor in order to remove or arrest the delay 45 to the critical path in the approved schedule. 46 a. No additional cost for such work will be considered. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 01 32 16 -3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 D. The Contract completion time will be adjusted only for causes specified in this 2 Contract. 3 a. Requests for an extension of any Contract completion date must be 4 supplemented with the following: 5 1) Furnish justification and supporting evidence as the City may deem 6 necessary to determine whether the requested extension of time is entitled 7 under the provisions of this Contract. 8 a) The City will, after receipt of such justification and supporting 9 evidence, make findings of fact and will advise the Contractor, in 10 writing thereof. 11 2) If the City finds that the requested extension of time is entitled, the City's 12 determination as to the total number of days allowed for the extensions 13 shall be based upon the approved total baseline schedule and on all data 14 relevant to the extension. 15 a) Such data shall be included in the next updating of the Progress 16 schedule. 17 b) Actual delays in activities which, according to the Baseline schedule, 18 do not affect any Contract completion date shown by the critical path in 19 the network will not be the basis for a change therein. 20 2. Submit each request for change in Contract completion date to the City within 30 21 days after the beginning of the delay for which a time extension is requested but 22 before the date of final payment under this Contract. 23 a. No time extension will be granted for requests which are not submitted within 24 the foregoing time limit. 25 b. From time to time, it may be necessary for the Contract schedule or completion 26 time to be adjusted by the City to reflect the effects of job conditions, weather, 27 technical difficulties, strikes, unavoidable delays on the part of the City or its 28 representatives, and other unforeseeable conditions which may indicate 29 schedule adjustments or completion time extensions. 30 1) Under such conditions, the City will direct the Contractor to reschedule the 31 work or Contract completion time to reflect the changed conditions and the 32 Contractor shall revise his schedule accordingly. 33 a) No additional compensation will be made to the Contractor for such 34 schedule changes except for unavoidable overall contract time 35 extensions beyond the actual completion of unaffected work, in which 36 case the Contractor shall take all possible action to minimize any time 37 extension and any additional cost to the City. 38 b) Available float time in the Baseline schedule may be used by the City 39 as well as by the Contractor. 40 3. Float or slack time is defined as the amount of time between the earliest start date 41 and the latest start date or between the earliest finish date and the latest finish date 42 of a chain of activities on the Baseline Schedule. 43 , a. Float or slack time is not for the exclusive use or benefit of either the 44 Contractor or the City. 45 b. Proceed with work according to early start dates, and the City shall have the 46 right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 01 32 16 -4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 c. Acknowledge and agree that actual delays, affecting paths of activities 2 containing float time, will not have any effect upon contract completion times, 3 providing that the actual delay does not exceed the float time associated with 4 those activities. 5 E. Coordinating Schedule with Other Contract Schedules 6 1. Where work is to be performed under this Contract concurrently with or contingent 7 upon work performed on the same facilities or area under other contracts, the 8 Baseline Schedule shall be coordinated with the schedules of the other contracts. 9 a. Obtain the schedules of the other appropriate contracts from the City for the 10 preparation and updating of Baseline schedule and make the required changes 11 in his schedule when indicated by changes in corresponding schedules. 12 2. In case of interference between the operations of different contractors, the City will 13 determine the work priority of each contractor and the sequence of work necessary 14 to expedite the completion of the entire Project. 15 a. In such cases, the decision of the City shall be accepted as final. 16 b. The temporary delay of any work due to such circumstances shall not be 17 considered as justification for claims for additional compensation. 18 1.5 SUBMITTALS 19 A. Baseline Schedule 20 1. Submit Schedule in native file format and pdf format as required in the City of Fort 21 Worth Schedule Guidance Document. 22 a. Native file format includes: 23 1) Primavera (P6 or Primavera Contractor) 24 2. Submit draft baseline Schedule to City prior to the pre -construction meeting and 25 bring in hard copy to the meeting for review and discussion. 26 B. Progress Schedule 27 1. Submit progress Schedule in native file format and pdf format as required in the 28 City of Fort Worth Schedule Guidance Document. 29 2. Submit progress Schedule monthly no later than the last day of the month. 30 C. Schedule Narrative 31 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 32 Schedule Guidance Document. 33 2. Submit schedule narrative monthly no later than the last day of the month. 34 D. Submittal Process 35 1. The City administers and manages schedules through Buzzsaw. 36 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 37 Guidance Document. 38 3. Once the project has been completed and Final Acceptance has been issued by the 39 City, no further progress schedules are required. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 6 A. The person preparing and revising the construction Progress Schedule shall be experienced in the preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. 11 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2 - PRODUCTS [NOT USED] 15 PART 3 - EXECUTION [NOT USED] 16 END OF SECTION 17 18 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 013233-1 PRECONSTRUCTION VIDEO Page 1 of 2 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 0132 33 PRECONSTRUCTION VIDEO 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside II1 & IV Water Main Connection City Project No. 01988 01 32 33 - 2 PRECONSTRUCTION VIDEO Page 2 of 2 1 PART 3 - EXECUTION [NOT USED] 2 END OF SECTION 3 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 01 33 00 - 1 SUBMITTALS Page 1 of 8 1 SECTION 0133 00 2 SUBMITTALS 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work -related submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including, but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 013300-2 SUBMITTALS Page 2 of 8 1 d. Make submittals promptly in accordance with approved schedule, and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 01-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 11 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 12 submittal number would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission (second resubmission) of that particular shop 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings, product data and samples, including those by 22 subcontractors, prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing, sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a. The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 1) "By this submittal, I hereby represent that I have determined and verified 33 field measurements, field construction criteria, materials, dimensions, 34 catalog numbers and similar data and I have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1. Fold shop drawings larger than 8 % inches x 11 inches to 8 'V2 inches x 11 inches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet 42 2) Contractor Certification 43 b. List of items / Table of Contents 44 c. Product Data /Shop Drawings/Samples /Calculations 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 01 33 00 - 3 SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of: 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product, with the Specification Section number, page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes, but is not necessarily limited to: 17 a. Custom -prepared data such as fabrication and erection/installation (working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f. Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List, clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List, submittal data may include, but is not necessarily limited to: 38 a. Standard prepared data for manufactured products (sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing -in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 013300-4 SUBMITTALS Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational -range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare -parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, include, but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on -site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work, materials, fabrication, and installations in conformance 26 with approved shop drawings, applicable samples, and product data. 27 J. Submittal Distribution 28 1. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site, or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than 1 hard copy of Shop Drawings 38 returned, Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 013300-5 SUBMITTALS Page 5 of 8 1 a. Shop Drawings 2 1) Distributed to the City 3 2) Copies 4 a) 8 copies for mechanical submittals 5 b) 7 copies for all other submittals 6 c) If Contractor requires more than 3 copies of Shop Drawings returned, 7 Contractor shall submit more than the number of copies listed above. 8 b. Product Data 9 1) Distributed to the City 10 2) Copies 11 a) 4 copies 12 c. Samples 13 1) Distributed to the Project Representative 14 2) Copies 15 a) Submit the number stated in the respective Specification Sections. 16 3. Distribute reproductions of approved shop drawings and copies of approved 17 product data and samples, where required, to the job site file and elsewhere as 18 directed by the City. 19 a. Provide number of copies as directed by the City but not exceeding the number 20 previously specified. 21 K. Submittal Review 22 1. The review of shop drawings, data and samples will be for general conformance 23 with the design concept and Contract Documents. This is not to be construed as: 24 a. Permitting any departure from the Contract requirements 25 b. Relieving the Contractor of responsibility for any errors, including details, 26 dimensions, and materials 27 c. Approving departures from details furnished by the City, except as otherwise 28 provided herein 29 2. The review and approval of shop drawings, samples or product data by the City 30 does not relieve the Contractor from his/her responsibility with regard to the 31 fulfillment of the terms of the Contract. 32 a. All risks of error and omission are assumed by the Contractor, and the City will 33 have no responsibility therefore. 34 3. The Contractor remains responsible for details and accuracy, for coordinating the 35 Work with all other associated work and trades, for selecting fabrication processes, 36 for techniques of assembly and for performing Work in a safe manner. 37 4. If the shop drawings, data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of 39 the City and to be so minor as not to involve a change in Contract Price or time for 40 performance, the City may return the reviewed drawings without noting an 41 exception. 42 5. Submittals will be returned to the Contractor under 1 of the following codes: 43 a. Code 1 44 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 45 comments on the submittal. 46 a) When returned under this code the Contractor may release the 47 equipment and/or material for manufacture. 48 b. Code 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 01 33 00 - 6 SUBMITTALS Page 6 of 8 1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the notations and comments IS NOT required by the Contractor. 3 a) The Contractor may release the equipment or material for manufacture; 4 however, all notations and comments must be incorporated into the 5 final product. 6 c. Code 3 7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 8 assigned when notations and comments are extensive enough to require a 9 resubmittal of the package. 10 a) The Contractor may release the equipment or material for manufacture; 11 however, all notations and comments must be incorporated into the 12 final product. 13 b) This resubmittal is to address all comments, omissions and 14 non -conforming items that were noted. 15 c) Resubmittal is to be received by the City within 15 Calendar Days of 16 the date of the City's transmittal requiring the resubmittal. 17 d. Code 4 18 1) "NOT APPROVED" is assigned when the submittal does not meet the 19 intent of the Contract Documents. 20 a) The Contractor must resubmit the entire package revised to bring the 21 submittal into conformance. 22 b) It may be necessary to resubmit using a different manufacturer/vendor 23 to meet the Contract Documents. 24 6. Resubmittals 25 a. Handled in the same manner as first submittals 26 1) Corrections other than requested by the City 27 2) Marked with revision triangle or other similar method 28 a) At Contractor's risk if not marked 29 b. Submittals for each item will be reviewed no more than twice at the City's 30 expense. 31 1) All subsequent reviews will be performed at times convenient to the City 32 and at the Contractor's expense, based on the City's or City 33 Representative's then prevailing rates. 34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 35 all such fees invoiced by the City. 36 c. The need for more than 1 resubmission or any other delay in obtaining City's 37 review of submittals, will not entitle the Contractor to an extension of Contract 38 Time. 39 7. Partial Submittals 40 a. City reserves the right to not review submittals deemed partial, at the City's 41 discretion. 42 b. Submittals deemed by the City to be not complete will be returned to the 43 Contractor, and will be considered "Not Approved" until resubmitted. 44 c. The City may at its option provide a list or mark the submittal directing the 45 Contractor to the areas that are incomplete. 46 8. If the Contractor considers any correction indicated on the shop drawings to 47 constitute a change to the Contract Documents, then written notice must be 48 provided thereof to the City at least 7 Calendar Days prior to release for 49 manufacture. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 013300-7 SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City, the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include, but are not necessarily 8 limited to, complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information (RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Use the Request for Information (RFI) form provided by the City. 21 3. Numbering of RFI 22 a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the 28 Contract Documents is required, the City will issue a Field Order or Change 29 Order, as appropriate. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION 4 5 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 01 33 00 - 8 SUBMITTALS Page 8 of 8 Westside III & IV Water Main Connection City Project No. 01988 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 35 13 SPECIAL PROJECT PROCEDURES 013513-1 SPECIAL PROJECT PROCEDURES Page 1 of 8 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 — General Requirements 23 3. Section 33 12 25 — Connection to Existing Water Mains 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Coordination within Railroad permit areas 27 a. Measurement 28 1) Measurement for this Item will be by lump sum. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 will be paid for at the lump sum price bid for Railroad Coordination. 32 c. The price bid shall include: 33 1) Mobilization 34 2) Inspection 35 3) Safety training 36 4) Additional Insurance 37 5) Insurance Certificates 38 6) Other requirements associated with general coordination with Railroad, 39 including additional employees required to protect the right-of-way and 40 property of the Railroad from damage arising out of and/or from the 41 construction of the Project. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 01 35 13 - 2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 2, Railroad Flagmen 2 a. Measurement 3 1) Measurement for this Item will be per working day. 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item 6 will be paid for each working day that Railroad Flagmen are present at the 7 Site. 8 c. The price bid shall include: 9 I) Coordination for scheduling flagmen 10 2) Flagmen 11 3) Other requirements associated with Railroad 12 3. All other items 13 a. Work associated with these Items is considered subsidiary to the various Items 14 bid. No separate payment will be allowed for this Item. 15 1.3 REFERENCES 16 A. Reference Standards 17 1. Reference standards cited in this Specification refer to the current reference 18 standard published at the time of the latest revision date logged at the end of this 19 Specification, unless a date is specifically cited. 20 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 21 High Voltage Overhead Lines. 22 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 23 Specification 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Coordination with the Texas Department of Transportation 26 1. When work in the right-of-way which is under the jurisdiction of the Texas 27 Department of Transportation (TxDOT): 28 a. Notify the Texas Department of Transportation prior to commencing any work 29 therein in accordance with the provisions of the permit 30 b. All work performed in the TxDOT right-of-way shall be performed in 31 compliance with and subject to approval from the Texas Department of 32 Transportation 33 B. Work near High Voltage Lines 34 1. Regulatory Requirements 35 a. All Work near High Voltage Lines (more than 600 volts measured between 36 conductors or between a conductor and the ground) shall be in accordance with 37 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 38 2. Warning sign 39 a. Provide sign of sufficient size meeting all OSHA requirements. 40 3. Equipment operating within 10 feet of high voltage lines will require the following 41 safety features 42 a. Insulating cage -type of guard about the boom or arm 43 b. Insulator links on the lift hook connections for back hoes or dippers 44 c. Equipment must meet the safety requirements as set forth by OSHA and the 45 safety requirements of the owner of the high voltage lines CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 01 35 13 - 3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 4. Work within 6 feet of high voltage electric lines 2 a. Notification shall be given to: 3 1) The power company (example: ONCOR) 4 a) Maintain an accurate log of all such calls to power company and record 5 action taken in each case. 6 b. Coordination with power company 7 1) After notification coordinate with the power company to: 8 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 9 lower the lines 10 c. No personnel may work within 6 feet of a high voltage line before the above 11 requirements have been met. 12 C. Confined Space Entry Program 13 1. Provide and follow approved Confined Space Entry Program in accordance with 14 OSHA requirements. 15 2. Confined Spaces include: 16 a. Manholes 17 b. All other confined spaces in accordance with OSHA's Permit Required for 18 Confined Spaces 19 D. Air Pollution Watch Days 20 1. General 21 a. Observe the following guidelines relating to working on City construction sites 22 on days designated as "AIR POLLUTION WATCH DAYS". 23 b. Typical Ozone Season 24 1) May 1 through October 31. 25 c. Critical Emission Time 26 1) 6:00 a.m. to 10:00 a.m. 27 2. Watch Days 28 a. The Texas Commission on Environmental Quality (TCEQ), in coordination 29 with the National Weather Service, will issue the Air Pollution Watch by 3:00 30 p.m. on the afternoon prior to the WATCH day. 31 b. Requirements 32 1) Begin work after 10:00 a.m. whenever construction phasing requires the 33 use of motorized equipment for periods in excess of 1 hour. 34 2) However, the Contractor may begin work prior to 10:00 a.m. if: 35 a) Use of motorized equipment is less than 1 hour, or 36 b) If equipment is new and certified by EPA as "Low Emitting", or 37 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 38 alternative fuels such as CNG. 39 E. TCEQ Air Permit 40 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 41 F. Use of Explosives, Drop Weight, Etc. 42 1. When Contract Documents permit on the project the following will apply: 43 a. Public Notification 44 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 45 prior to commencing. 46 2) Minimum 24 hour public notification in accordance with Section 01 31 13 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 01 35 13 -4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 G. Water Department Coordination 2 1. During the construction of this project, it will be necessary to deactivate, for a 3 period of time, existing lines. The Contractor shall be required to coordinate with 4 the Water Department to determine the best times for deactivating and activating 5 those lines. 6 2. Coordinate any event that will require connecting to or the operation of an existing 7 City water line system with the City's representative. 8 a. Coordination shall be in accordance with Section 33 12 25. 9 b. If needed, obtain a hydrant water meter from the Water Department for use 10 during the life of named project. 11 c. In the event that a water valve on an existing live system be turned off and on 12 to accommodate the construction of the project is required, coordinate this 13 activity through the appropriate City representative. 14 1) Do not operate water line valves of existing water system. 15 a) Failure to comply will render the Contractor in violation of Texas Penal 16 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 17 will be prosecuted to the full extent of the law. 18 b) In addition, the Contractor will assume all liabilities and 19 responsibilities as a result of these actions. 20 H. Public Notification Prior to Beginning Construction 21 1. Prior to beginning construction on any block in the project, on a block by block 22 basis, prepare and deliver a notice or flyer of the pending construction to the front 23 door of each residence or business that will be impacted by construction. The notice 24 shall be prepared as follows: 25 a. Post notice or flyer 7 days prior to beginning any construction activity on each 26 block in the project area. 27 1) Prepare flyer on the Contractor's letterhead and include the following 28 information: 29 a) Name of Project 30 b) City Project No (CPN) 31 c) Scope of Project (i.e. type of construction activity) 32 d) Actual construction duration within the block 33 e) Name of the contractor's foreman and phone number 34 f) Name of the City's inspector and phone number 35 g) City's after-hours phone number 36 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 37 A. 38 3) Submit schedule showing the construction start and finish time for each 39 block of the project to the inspector. 40 4) Deliver flyer to the City Inspector for review prior to distribution. 41 b. No construction will be allowed to begin on any block until the flyer is 42 delivered to all residents of the block. 43 I. Public Notification of Temporary Water Service Interruption during Construction 44 1. In the event it becomes necessary to temporarily shut down water service to 45 residents or businesses during construction, prepare and deliver a notice or flyer of 46 the pending interruption to the front door of each affected resident. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 01 35 13 -5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 2. Prepared notice as follows: 2 a. The notification or flyer shall be posted 24 hours prior to the temporary 3 interruption. 4 b. Prepare flyer on the contractor's letterhead and include the following 5 information: 6 1) Name of the project 7 2) City Project Number 8 3) Date of the interruption of service 9 4) Period the interruption will take place 10 5) Name of the contractor's foreman and phone number 11 6) Name of the City's inspector and phone number 12 c. A sample of the temporary water service interruption notification is attached as 13 Exhibit B. 14 d. Deliver a copy of the temporary interruption notification to the City inspector 15 for review prior to being distributed. 16 e. No interruption of water service can occur until the flyer has been delivered to 17 all affected residents and businesses. 18 f. Electronic versions of the sample flyers can be obtained from the Project 19 Construction Inspector. 20 J. Coordination with United States Army Corps of Engineers (USACE) 21 1. At locations in the Project where construction activities occur in areas where 22 USACE permits are required, meet all requirements set forth in each designated 23 permit. 24 K. Coordination within Railroad Permit Areas 25 1. At locations in the project where construction activities occur in areas where 26 railroad permits are required, meet all requirements set forth in each designated 27 railroad permit. This includes, but is not limited to, provisions for: 28 a. Flagmen 29 b. Inspectors 30 c. Safety training 31 d. Additional insurance 32 e. Insurance certificates 33 f. Other employees required to protect the right-of-way and property of the 34 Railroad Company from damage arising out of and/or from the construction of 35 the project. Proper utility clearance procedures shall be used in accordance 36 with the permit guidelines. 37 2. Obtain any supplemental information needed to comply with the railroad's 38 requirements. 39 3. Railroad Flagmen 40 a. Submit receipts to City for verification of working days that railroad flagmen 41 were present on Site. 42 L. Dust Control 43 1. Use acceptable measures to control dust at the Site. 44 a. If water is used to control dust, capture and properly dispose of waste water. 45 b. If wet saw cutting is performed, capture and properly dispose of slurry. 46 M. Employee Parking 47 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE 1.4.B — Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 013513-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 14 11QTICEQFCONSTIVCTIQI 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 37 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 Date: EXHIBIT B FORT WORTH DOE HO. XXXX Project Name: 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, , CONTRACTOR CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY 014523-1 TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing, coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails, the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City, notify City, sufficiently 31 in advance, when testing is needed. 32 b. When testing is required to be completed by the Contractor, notify City, 33 sufficiently in advance, that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site, or another external FTP site approved by 38 the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 014523-2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) 1 copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution (if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute 1 hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered load of 11 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 c. Material delivered 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 29 30 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 01 50 00 - 1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 2 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 — General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel, power, light, heat and other utility services necessary for 32 execution, completion, testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping, equipment, devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination 40 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 01 50 00 - 2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work, including 6 testing of Work. 7 1) Provide power for lighting, operation of equipment, or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 11 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off -site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting, and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 E. Dust Control 2 1. Contractor is responsible for maintaining dust control through the duration of the 3 project. 4 a. Contractor remains on -call at all times 5 b. Must respond in a timely manner 6 F. Temporary Protection of Construction 7 8 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 9 1.5 SUBMITTALS [NOT USED] 10 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 11 1.7 CLOSEOUT SUBMITTALS [NOT USED] 12 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 13 1.9 QUALITY ASSURANCE [NOT USED] 14 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS [NOT USED] 18 PART 3 - EXECUTION [NOT USED] 19 3.1 INSTALLERS [NOT USED] 20 3.2 EXAMINATION [NOT USED] 21 3.3 PREPARATION [NOT USED] 22 3.4 INSTALLATION 23 A. Temporary Facilities 24 1. Maintain all temporary facilities for duration of construction activities as needed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 01 50 00 - 4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 3.5 [REPAIR] / [RESTORATION] 2 3.6 RE -INSTALLATION 3 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 4 . 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES 8 A. Temporary Facilities 9 1. Remove all temporary facilities and restore area after completion of the Work, to a 10 condition equal to or better than prior to start of Work. 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 END OF SECTION 15 16 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 015526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 2 SECTION 01 55 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 3. Section 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings, provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings, prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 01 55 26 - 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit, such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction, then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices (MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete, to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division, to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2 - PRODUCTS [NOT USED] 35 PART 3 - EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 01 55 26 - 3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Westside III & IV Water Main Connection City Project No. 01988 2 3 PART1- GENERAL 4 1.1 SUMMARY 015713-1 STORM WATER POLLUTION PREVENTION SECTION 01 57 13 STORM WATER POLLUTION PREVENTION 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the 11 Contract 12 2. Division 1 — General Requirements 13 3. Section 31 25 00 — Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 16 17 18 19 20 A. Page 1 of 3 Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 31 25 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 1. 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 015713-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 1 B. Construction Activities resulting in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 31 25 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR150000 11 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 13 Transportation and Public Works, Environmental Division, (817) 392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 31 25 00 17 b) The Drawings 18 c) TXR150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division, (817) 392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 31 25 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 01 33 00, except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 01 57 13 -3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section 01 33 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 END OF SECTION 14 15 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside II1 & IV Water Main Connection City Project No. 01988 015813-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 1 SECTION 01 58 13 2 TEMPORARY PROJECT SIGNAGE 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 015813-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed, upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 1 2 015813-3 TEMPORARY PROJECT SIGNAGE Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 3 of 3 Westside III & IV Water Main Connection City Project No. 01988 1 2 01 66 00 - 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page I of 4 SECTION 01 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 — General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 01 66 00-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off -site storage and protection when on -site storage is not adequate. 25 a. Provide addresses of and access to off -site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [oR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non -Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 01 66 00 - 4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Westside III & IV Water Main Connection City Project No. 01988 01 70 00 - 1 MOBILIZATION AND REMOBILIZATION Page 1 of4 1 SECTION 01 70 00 2 MOBILIZATION AND REMOBILIZATION 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents.or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel, equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel, equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects 45 a. Mobilization and Demobilization CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel, equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel, equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 — General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Mobilization and Demobilization 27 a. Measure 28 1) This Item is considered subsidiary to the various Items bid. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 are subsidiary to the various Items bid and no other compensation will be 32 allowed. 33 2. Remobilization for suspension of Work as specifically required in the Contract 34 Documents 35 a. Measurement 36 1) Measurement for this Item shall be per each remobilization performed. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under "Measurement" will be paid for at the unit 40 price per each "Specified Remobilization" in accordance with Contract 41 Documents. 42 c. The price shall include: 43 1) Demobilization as described in Section 1.1.A.2.a.1) 44 2) Remobilization as described in Section 1.1.A.2.a.2) 45 d. No payments will be made for standby, idle time, or lost profits associated this 46 Item. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of4 1 3. Remobilization for suspension of Work as required by City 2 a. Measurement and Payment 3 1) This shall be submitted as a Contract Claim in accordance with Article 10 4 of Section 00 72 00. 5 2) No payments will be made for standby, idle time, or lost profits associated 6 with this Item. 7 4. Mobilizations and Demobilizations for Miscellaneous Projects 8 a. Measurement 9 1) Measurement for this Item shall be for each Mobilization and 10 Demobilization required by the Contract Documents 11 b. Payment 12 1) The Work performed and materials furnished in accordance with this Item 13 and measured as provided under "Measurement" will be paid for at the unit 14 price per each "Work Order Mobilization" in accordance with Contract 15 Documents. Demobilization shall be considered subsidiary to mobilization 16 and shall not be paid for separately. 17 c. The price shall include: 18 1) Mobilization as described in Section 1.1.A.3.a.1) 19 2) Demobilization as described in Section 1.1.A.3.a.2) 20 d. No payments will be made for standby, idle time, or lost profits associated this 21 Item. 22 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 23 a. Measurement 24 1) Measurement for this Item shall be for each Mobilization and 25 Demobilization required by the Contract Documents 26 b. Payment 27 1) The Work performed and materials furnished in accordance with this Item 28 and measured as provided under "Measurement" will be paid for at the unit 29 price per each "Work Order Emergency Mobilization" in accordance with 30 Contract Documents. Demobilization shall be considered subsidiary to 31 mobilization and shall not be paid for separately. 32 c. The price shall include 33 1) Mobilization as described in Section 1.1.A.4.a) 34 2) Demobilization as described in Section 1.1.A.3.a.2) 35 d. No payments will be made for standby, idle time, or lost profits associated this 36 Item. 37 1.3 REFERENCES [NOT USED] 38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 39 1.5 SUBMITTALS [NOT USED] 40 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 41 1.7 CLOSEOUT SUBMITTALS [NOT USED] 42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 43 19 QUALITY ASSURANCE [NOT USED] 44 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 017000-4 MOBILIZATION AND REMOBILIZATION 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION 6 7 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Page 4 of 4 Westside III & IV Water Main Connection City Project No. 01988 1 2 3 PART 1 - GENERAL 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 4 SECTION 01 7123 CONSTRUCTION STAKING AND SURVEY 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) This Item is considered subsidiary to the various Items bid. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item are subsidiary to the various Items bid and no other compensation will 20 be allowed. 21 2. Construction Survey 22 a. Measurement 23 1) This Item is considered subsidiary to the various Items bid. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item are subsidiary to the various Items bid and no other compensation will 27 be allowed. 28 1.3 REFERENCES [NOT USED] 29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 30 1.5 SUBMITTALS 31 A. Submittals, if required, shall be in accordance with Section 01 33 00. 32 B. All submittals shall be approved by the City prior to delivery. 33 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 34 A. Certificates 35 1. Provide certificate certifying that elevations and locations of improvements are in 36 conformance or non-conformance with requirements of the Contract Documents. 37 a. Certificate must be sealed by a registered professional land surveyor in the 38 State of Texas. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 4 1 B. Field Quality Control Submittals 2 1. Documentation verifying accuracy of field engineering work. 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE 6 A. Construction Staking 7 1. Construction staking will be performed by the City. 8 2. Coordination 9 a. Contact City's Project Representative at least 2 weeks in advance for 10 scheduling of Construction Staking. 11 b. It is the Contractor's responsibility to coordinate staking such that construction 12 activities are not delayed or negatively impacted. 13 3. General 14 a. Contractor is responsible for preserving and maintaining stakes furnished by 15 City. 16 b. If in the opinion of the City, a sufficient number of stakes or markings have 17 been lost, destroyed or disturbed, by Contractor's neglect, such that the 18 contracted Work cannot take place, then the Contractor will be required to pay 19 the City for new staking with a 25 percent markup. The cost for staking will be 20 deducted from the payment due to the Contractor for the Project. 21 B. Construction Survey 22 1. Construction Survey will be performed by the City. 23 2. Coordination 24 a. Contractor to verify that control data established in the design survey remains 25 intact. 26 b. Coordinate with the City prior to field investigation to determine which 27 horizontal and vertical control data will be required for construction survey. 28 c. It is the Contractor's responsibility to coordinate Construction Survey such that 29 construction activities are not delayed or negatively impacted. 30 d. Notify City if any control data needs to be restored or replaced due to damage 31 caused during construction operations. 32 1) City shall perform replacements and/or restorations. 33 3. General 34 a. Construction survey will be performed in order to maintain complete and 35 accurate logs of control and survey work as it progresses for Project Records. 36 b. The Contractor will need to ensure coordination is maintained with the City to 37 perform construction survey to obtain construction features, including but not 38 limited to the following: 39 1) All Utility Lines 40 a) Rim and flowline elevations and coordinates for each manhole or 41 junction structure 42 2) Water Lines 43 a) Top of pipe elevations and coordinates for waterlines at the following 44 locations: 45 (1) Every 250 linear feet CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 4 1 (2) Horizontal and vertical points of inflection, curvature, etc. (All 2 Fittings) 3 (3) Cathodic protection test stations 4 (4) Sampling stations 5 (5) Meter boxes/vaults (All sizes) 6 (6) Fire lines 7 (7) Fire hydrants 8 (8) Gate valves 9 (9) Plugs, stubouts, dead-end lines 10 (10) Air Release valves (Manhole rim and vent pipe) 11 (11) Blow off valves (Manhole rim and valve lid) 12 (12) Pressure plane valves 13 (13) Cleaning wyes 14 (14) Casing pipe (each end) 15 b) Storm Sewer 16 (1) Top of pipe elevations and coordinates at the following locations: 17 (a) Every 250 linear feet 18 (b) Horizontal and vertical points of inflection, curvature, etc. 19 c) Sanitary Sewer 20 (1) Top of pipe elevations and coordinates for sanitary sewer lines at 21 the following locations: 22 (a) Every 250 linear feet 23 (b) Horizontal and vertical points of inflection, curvature, etc. 24 (c) Cleanouts 25 c. Construction survey will be performed in order to maintain complete and 26 accurate logs of control and survey work associated with meeting or exceeding 27 the line and grade required by these Specifications. 28 d. The Contractor will need to ensure coordination is maintained with the City to 29 perform construction survey and to verify control data, including but not 30 limited to the following: 31 1) Established benchmarks and control points provided for the Contractor's 32 use are accurate 33 2) Benchmarks were used to furnish and maintain all reference lines and 34 grades for tunneling 35 3) Lines and grades were used to establish the location of the pipe 36 4) Submit to the City copies of field notes used to establish all lines and 37 grades and allow the City to check guidance system setup prior to 38 beginning each tunneling drive. 39 5) Provide access for the City to verify the guidance system and the line and 40 grade of the carrier pipe on a daily basis. 41 6) The Contractor remains fully responsible for the accuracy of the work and 42 the correction of it, as required. 43 7) Monitor line and grade continuously during construction. 44 8) Record deviation with respect to design line and grade once at each pipe 45 joint and submit daily records to City. 46 9) If the installation does not meet the specified tolerances, immediately notify 47 the City and correct the installation in accordance with the Contract 48 Documents. 49 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 APPLICATION 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [oR] SITE QUALITY CONTROL 12 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 13 City in accordance with this Specification. 14 B. Do not change or relocate stakes or control data without approval from the City. 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION [NOT USED] 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 END OF SECTION 23 24 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 01 74 23 - 1 CLEANING Page 1 of 4 1 SECTION 0174 23 2 CLEANING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 01 74 23-2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART2- PRODUCTS 4 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 017423-3 CLEANING Page 3 of 4 1 6. Handle materials in a controlled mariner with as few handlings as possible. 2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on -site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 C. Interior Final Cleaning 22 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other 23 foreign materials from sight -exposed surfaces. 24 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5. Ventilating systems 28 a. Clean permanent filters and replace disposable filters if units were operated 29 during construction. 30 b. Clean ducts, blowers and coils if units were operated without filters during 31 construction. 32 6. Replace all burned out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. 35 D. Exterior (Site or Right of Way) Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re -seed areas disturbed by location of trash and debris containers in accordance 38 with Section 32 92 13. 39 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 40 that may hinder or disrupt the flow of traffic along the roadway. 41 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 42 junction boxes and inlets. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 017423-4 CLEANING Page 4 of 4 1 4. If no longer required for maintenance of erosion facilities, and upon approval by 2 City, remove erosion control from site. 3 5. Clean signs, lights, signals, etc. 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 10 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 1 2 3 PART1- GENERAL SECTION 0177 19 CLOSEOUT REQUIREMENTS 017719-1 CLOSEOUT REQUIREMENTS Page 1 of 3 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 01 77 19-2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 01 78 39 11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 13 01 74 23. 14 C. Final Inspection 15 1. After final cleaning, provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection, the City will notify the Contractor, in 19 writing within 10 business days, of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice, inform the City, that the required Work has been completed. Upon receipt 26 of this notice, the City, in the presence of the Contractor, will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include, but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 Westside III & IV Water Main Connection City Project No. 01988 017719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 D. Notice of Project Completion 2 1. Once the City Project Representative finds the Work subsequent to Final Inspection 3 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 4 E. Supporting Documentation 5 1. Coordinate with the City Project Representative to complete the following 6 additional forms: 7 a. Final Payment Request 8 b. Statement of Contract Time 9 c. Affidavit of Payment and Release of Liens 10 d. Consent of Surety to Final Payment 11 e. Pipe Report (if required) 12 f. Contractor's Evaluation of City 13 g. Performance Evaluation of Contractor 14 F. Letter of Final Acceptance 15 1. Upon review and acceptance of Notice of Project Completion and Supporting 16 Documentation, in accordance with General Conditions, City will issue Letter of 17 Final Acceptance and release the Final Payment Request for payment. 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE [NOT USED] 27 3.14 ATTACHMENTS [NOT USED] 28 END OF SECTION 29 30 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 1 2 3 PART 1- GENERAL 017823-1 OPERATION AND MAINTENANCE DATA Page 1 of 5 SECTION 01 78 23 OPERATION AND MAINTENANCE DATA 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00 . All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 ''A inches x 11 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 017823-2 OPERATION AND MAINTENANCE DATA Page 2 of 5 1 d. Drawings 2 1) Provide reinforced punched binder tab, bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly -leaf for each separate product, or each piece of operating 5 equipment. 6 1) Provide typed description of product, and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f Cover 10 1) Identify each volume with typed or printed title "OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used, correlate the data into related consistent 19 groupings. 20 4. If available, provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor, name of responsible principal, address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 c. List, with each product: 26 1) The name, address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text, as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 017823-3 OPERATION AND MAINTENANCE DATA Page 3 of 5 1 5. Copy of each warranty, bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content, for architectural products, applied materials and finishes: 8 a. Manufacturer's data, giving full information on products 9 1) Catalog number, size, composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content, for moisture protection and weather exposure products: 18 a. Manufacturer's data, giving full information on products 19 1) Applicable standards 20 2) Chemical composition 21 3) Details of installation 22 b. Instructions for inspection, maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final form. 25 2. Content, for each unit of equipment and system, as appropriate: 26 a. Description of unit and component parts 27 1) Function, normal operating characteristics and limiting conditions 28 2) Performance curves, engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures 31 1) Start-up, break-in, routine and normal operating instructions 32 2) Regulation, control, stopping, shut -down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to "trouble shooting" 38 3) Disassembly, repair and reassembly 39 4) Alignment, adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 f. Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 017823-4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 i. Charts of valve tag numbers, with location and function of each valve 2 j. List of original manufacturer's spare parts, manufacturer's current prices, and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function, normal operating characteristics, and limiting conditions 8 2) Performance curves, engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly, repair and reassembly 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts, manufacturer's current prices, and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 017823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 8 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 — title of section removed CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 1 2 3 PART 1 - GENERAL SECTION 01 78 39 PROJECT RECORD DOCUMENTS 01 78 39 - 1 PROJECT RECORD DOCUMENTS Page 1 of4 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 01 78 39-2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 017839-3 PROJECT RECORD DOCUMENTS Page 3 of4 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 19 e. In the event of overlapping changes, use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 23 ducts, and similar items, are shown schematically and are not intended to 24 portray precise physical layout. 25 1) Final physical arrangement is determined by the Contractor, subject to the 26 City's approval. 27 2) However, design of future modifications of the facility may require 28 accurate information as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings, by dimension accurate to within 1 31 inch, the centerline of each run of items. 32 1) Final physical arrangement is determined by the Contractor, subject to the 33 City's approval. 34 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 35 ceiling plenum", "exposed", and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where, in the City's judgment, conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding final documents, coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a full description of 47 changes made during construction, and the actual location of items. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 017839-4 PROJECT RECORD DOCUMENTS Page 4 of 4 1 c. Call attention to each entry by drawing a "cloud" around the area or areas 2 affected. 3 d. Make changes neatly, consistently and with the proper media to assure 4 longevity and clear reproduction. 5 2. Transfer of data to other Documents 6 a. If the Documents, other than Drawings, have been kept clean during progress of 7 the Work, and if entries thereon have been orderly to the approval of the City, 8 the job set of those Documents, other than Drawings, will be accepted as final 9 Record Documents. 10 b. If any such Document is not so approved by the City, secure a new copy of that 11 Document from the City at the City's usual charge for reproduction and 12 handling, and carefully transfer the change data to the new copy to the approval 13 of the City. 14 3.5 REPAIR / RESTORATION [NOT USED] 15 3.6 RE -INSTALLATION [NOT USED] 16 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 26 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 Technical Specifications CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 26 05 19 - 1 WIRES AND CABLES (600 VOLT MAXIMUM) Page 1 of 7 1 SECTION 26 05 19 2 WIRES AND CABLES (600 VOLT MAXIMUM) 3 4 PART 1 GENERAL 5 6 1.01 SCOPE OF WORK 7 A. Furnish, install and test all wire, cable and appurtenances as shown on the Drawings and as 8 specified herein. 9 10 1.02 RELATED WORK 11 A. Provide and install all 4-20mA signal circuits, process control wiring, signal wiring to field 12 instruments, RTU and/or PLC input and output wiring and other field wiring and cables. 13 B. Section 26 05 33 Raceways, Boxes and Fittings 14 C. Section 26 05 43 Underground System 15 16 1.03 SUBMITTALS 17 A. Shop Drawings 18 1. Submit catalog data of all wire and cable, connectors and accessories, specified under this 19 Section with all selections, options and exceptions clearly indicated. 20 B. Certified Tests 21 1. Submit a test report of all installed wire insulation tests. 22 C. Operation and Maintenance Manuals 23 1. Submit Operation and Maintenance Manuals containing installation and maintenance 24 instructions for splice and termination kits. 25 26 1.04 REFERENCE CODES AND STANDARDS 27 A. The equipment in this specification shall be designed and manufactured according to latest 28 revision of the following standards (unless otherwise noted): 29 1. NFPA 70 — National Electrical Code (NEC) 30 2. NEMA WC-5 — Thermoplastic -Insulated Wire and Cable for the Transmission and 31 Distribution of Electrical Energy 32 3. ANSI/TIA/EIA 606A — Standard for telecommunications Infrastructure 33 34 1.05 QUALITY ASSURANCE 35 A. The general construction of the wire, cables and the insulation material used shall be similar to 36 that used for cable of the same size and rating in continuous production for at least 15 years 37 and successfully operating in the field in substantial quantities. 38 B. Wire and cable with a manufacture date of greater than twelve (12) months previous will not 39 be acceptable. 40 C. Wire and cable shall be in new condition, with the manufacturer's packaging intact, stored 41 indoors since manufacture, and shall not have been subjected to the weather. 42 D. The manufacturer of these materials shall have produced similar electrical materials for a 43 minimum period of five (5) years. When requested by the Owner/Engineer, an acceptable list 44 of installations with similar equipment shall be provided demonstrating compliance with this 45 requirement. 46 47 1.06 JOBSITE DELIVERY, STORAGE AND HANDLING 48 A. Prior to jobsite delivery, the Contractor shall have successfully completed all submittal 49 requirements, and present to the Owner/Engineer upon delivery of the equipment, an approved CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 26 05 19-2 WIRES AND CABLES (600 VOLT MAXIMUM) Page 2 of 7 1 copy of all such submittals. Delivery of incomplete constructed equipment, or equipment 2 which failed any factory tests, will not be permitted. 3 B. Check for reels not completely restrained, reels with interlocking flanges or broken flanges, 4 damaged reel covering or any other indication of damage. Do not drop reels from any height. 5 C. Unload reels using a sling and spreader bar. Roll reels in the direction of the allows shown on 6 the reel and on surfaces free of obstructions that could damage the wire and cable. 7 D. Store cable on a solid, well drained Location. Cover cable reels with plastic sheeting or 8 tarpaulin. Do not lay reels flat. 9 1.07 WARRANTY 10 A. The Manufacturer shall warrant the wiring and installation to be free from defects in material 11 and workmanship for 1 year from date of final acceptance of the equipment. Within such 12 period of warranty the Manufacturer shall promptly furnish all material and labor necessary to 13 return the installation to new operating condition. 14 PART 2 PRODUCTS 15 2.01 GENERAL 16 A. Wires and cables shall be of annealed, 98 percent conductivity, soft drawn tinned copper. 17 B. All conductors shall be stranded. 18 C. Except for control, signal and instrumentation circuits, wire smaller than No. 12 AWG shall 19 not be used. 20 21 2.02 BUILDING WIRE 22 A. All building wire shall be tinned stranded copper conductors, Type XHHW-2, as 23 manufactured by Okonite, General Cable or approved equal. 24 25 2.03 TRAY CABLE 26 A. Cable for tray use shall be tinned stranded copper conductors, Type XHHW insulation, rated 27 as UL Type TC cable. Cable shall be sunlight resistant and approved for direct burial. Cable 28 shall be as manufactured by Okonite, General Cable or approved equal. 29 30 2.04 GROUNDING ELECTRODE CONDUCTOR 31 A. Grounding electrode conductor shall be tinned stranded copper conductor, Type XHHW with 32 green insulation, as manufactured by Okonite, General Cable, or approved equal. 33 34 2.05 BONDING JUMPER 35 A. Bonding Jumper shall be bare tinned stranded copper conductor, as manufactured by Okonite, 36 General Cable, or approved equal. 37 38 2.06 CONTROL WIRE AND CABLE 39 A. Control wire shall be tinned NEC Type XHHW-2 as manufactured by Okonite, General Cable 40 or approved equal. 41 B. Multi -conductor control cable, shall be stranded, tinned, No.14 AWG 600V, XHHW-2, 42 insulated, PVC outer jacket overall, Type TC, UL rated for underground wet location, as 43 manufactured by Okonite, General Cable or approved equal. 44 2.07 INSTRUMENTATION CABLE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 260519-3 WIRES AND CABLES (600 VOLT MAXIMUM) Page 3 of 7 1 A. Cables for 4-20 ma, R.T.D., potentiometer and similar signals shall be PLTC rated and shall 2 be: 3 1. Single pair cable: 4 5 Conductors: 2 #18 stranded, tinned and twisted on 2-in lay 6 Insulation: PVC with 600 volt, 90 degrees C rating 7 Shield: 100 percent mylar tape with drain wire 8 Jacket: PVC with manufacturer's identification 9 Misc: UL1685 listed for underground wet location use 10 Manufacturers: Belden or approved equal 11 2. Three conductor (triad) cable: 12 13 Conductors: 3 #18 stranded, tinned and twisted on 2-in lay 14 Insulation: PVC with 600 volt, 90 degrees C rating 15 Shield: 100 percent mylar tape with drain wire 16 Jacket: PVC with manufacturer's identification 17 Misc: UL1685 listed for underground wet location use 18 Manufacturers: Belden or approved equal 19 3. Multiple pair cables (where shown on the Drawings): 20 21 Conductor: Multiple pairs, #18 stranded, tinned and twisted on a 2-in lay 22 Insulation: PVC with 600 volt, 90 degrees C rating 23 Shield: Individual pairs shielded with 100 percent mylar tape and drain wire 24 Jacket: PVC with manufacturer's identification 25 Misc: UL1685 listed for underground wet location use 26 Manufacturers: Belden or approved equal 27 2.08 TERMINATION MATERIALS 28 A. Power Conductors: Termination materials, of conductors at equipment, shall be as specified in 29 the relevant equipment Section. 30 B. Control and Instrumentation Conductors (including graphic panel, alarm, low and high level 31 signals): Termination connectors shall be of the set screw, tongue type, as manufactured by 32 Phoenix Contact, Entrelec, Allen Bradley, or equal. 33 C. Motor Conductors: Motor connections shall be ring type compression terminations on the 34 motor leads and secured with bolt, nut and spring washer. Connections shall be rubber 35 insulated, half lap and two layers minimum of Scotch 33 tape. 36 D Lugs and Connectors 37 1. All lugs and connectors shall be copper and shall be crimped type, with standard industry 38 tooling. Lugs and connectors shall match the wire size where used, and shall be clearly 39 identified and color coded on the connector. All connections shall be made for stranded 40 wire and shall be made electrically and mechanically secured. The Lugs and connectors 41 shall have a current carrying capacity equal to the conductors for which they are rated and 42 meet UL 486 requirements for 75 degrees C. Lugs Larger than 4/0 AWG shall be two -hole 43 lugs with NEMA spacing. The lugs shall be of closed end construction to exclude 44 moisture migration into the cable conductor. 45 2.09 SPLICE MATERIALS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 260519-4 WIRES AND CABLES (600 VOLT MAXIMUM) Page 4of7 1 A. Power Conductors: Circuits shall be pulled from terminal to terminal, without splicing, except 2 where splicing is shown on the Drawings. No other splicing will be permitted. 3 1. Where splices are shown on the drawings: 4 a. For wires sizes #8 and smaller, provide termination connectors of the set screw, 5 tongue type, as manufactured by Phoenix Contact, Entrelec, Allen Bradley, or equal. 6 b. For wires greater than #8 AWG, provide a power distribution block as manufactured 7 by Cooper Bussmann, Square D, or approved equal. 8 B. Control and Instrumentation Conductors (including graphic panel, alarm, low and high level 9 signals): No splicing of control and instrumentation conductors will be permitted. 10 2.10 WALL AND FLOOR SLAB OPENING SEALS 11 A. Wall and floor slab openings shall be sealed with "FLAME -SAFE" as manufactured by the 12 Thomas & Betts Corp. or equal. 13 2.11 WIRE AND CABLE TAGS 14 A. The Contractor shall use the tagging formats for wire and cable as specified herein. 15 B. Wire tags for wire sizes, #2 AWG and smaller, shall be heat shrink type Raychem TMS-SCE, 16 or approved equal with the tag numbers typed with an indelible marking process. Character 17 size shall be a minimum of 1/8" in height. Hand written tags shall not be acceptable. Where 18 ends are not available, attach cable tags with nylon tie cord. 19 C. Tags for wires larger than #2 AWG and all cables shall be thermally printed polyethylene type, 20 Brady TLS 2200 or approved equal, nylon zip tied in accordance with the manufacturer's 21 instructions. 22 D. Tags relying on adhesives or taped -on markers are not acceptable. 23 E. Tagging shall be done in accordance with the execution portion of these Specifications. 24 2.12 WIRE COLOR CODE 25 A. All wire shall be color coded or coded using electrical tape in sizes #8 or greater, where 26 colored insulation is not available. Where tape is used as the identification system, it shall be 27 applied in all junction boxes, manholes and other accessible intermediate locations as well as 28 at each termination. 29 B. The following coding shall be used: 30 System Wire Color 1-Phase, 3 Wire Phase A Black Phase B Blue Neutral White 31 2.13 CABLE TAG COLOR CODE 32 A. All cable tags shall be white in color with black printing. 33 PART 3 EXECUTION 34 3.01 GENERAL 35 A. Do not install pull wires and conductors until the raceway system is in place. No wire shall be 36 installed between outlet points, junction points or splicing points, until raceway sections are 37 complete, and raceway covers installed for protection of conductors from damage or exposure 38 to the elements. The occurrence of wire installed in an incomplete installation, shall require CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 260519-5 WIRES AND CABLES (600 VOLT MAXIMUM) Page 5 of 7 1 the removal of such conductors from the project site, and completion and inspection of such 2 raceway sections, before new conductors are installed. 3 B. Installed unapproved wire shall be removed and replaced at no additional cost to the Owner. 4 C. Completely swab raceway system before installing conductors. Do not use cleaning agents and 5 lubricants which have a deleterious effect on the conductors or their insulation. 6 D. Pull all conductors into a raceway at one time, using wire pulling lubricant as needed to 7 protect the wire. 8 E. Except for hand -pulled conductors into raceways, all wire and cable installation shall be 9 installed with tension -monitoring equipment. Where conductors are found to have been 10 installed without tension —monitoring, the conductors and cables shall be immediately removed 11 from the raceways, permanently identified as rejected material, and removed from the jobsite. 12 New conductors and cables shall be reinstalled, tagged and raceways resealed, all at no 13 expense to the Owner. 14 F. Do not exceed cable manufacturer's recommendations for maximum pulling tensions and 15 minimum bending radii. Where pulling compound is used, use only UL listed compound 16 compatible with the cable outer jacket and with the raceway involved. 17 G. Tighten all screws and terminal bolts using torque type wrenches and/or drivers to tighten to 18 the inch -pound requirements of the NEC and UL. 19 H. Where single conductors and cables in manholes, handholes, vaults, cable trays, and other 20 indicated locations are not wrapped together by some other means such as arc and fireproofing 21 tapes, bundle throughout their exposed length all conductors entering from each conduit with 22 nylon, self-locking„ releasable, cable ties placed at intervals not exceeding 4 inches on centers. 23 I. All wire and cable installed in cable trays shall be UL Listed as Type TC, for cable tray use. 24 3.02 CONDUCTORS 600 VOLTS AND BELOW 25 A. Provide conductor sizes indicated on Drawings, as a minimum. 26 B. Use crimp connectors on all stranded conductors. 27 C. Soldered mechanical joints insulated with tape will not be acceptable. 28 D. Arrange wiring in cabinets and panels neatly cut to proper length, remove surplus wire, and 29 bridle and secure in an acceptable manner. Identify all circuits entering motor control centers 30 or other control cabinets in accordance with the conductor identification system specified 31 herein. 32 E. Terminate control and instrumentation wiring with methods consistent with terminals 33 provided, and in accordance with terminal manufacturer's instructions. 34 F. Attach compression lugs, larger than #6 AWG, with a tool specifically designed for that 35 purpose which provides a complete, controlled crimp where the tool will not release until the 36 crimp is complete. Use of pliers type crimpers is not acceptable. 37 G. Cap spare conductors and conductors not terminated with the UL listed end caps. 38 H. Where conductors pass through holes or over edges in sheet metal, remove all burrs, chamfer 39 all edges, and install bushings and protective strips of insulating material to protect the 40 conductors. 41 I. For conductors that will be connected by others, provide at least 6 feet spare conductors in 42 freestanding panels and at least 2 feet spare in other assemblies. Provide additional spare 43 conductor in any particular assembly where it is obvious that more conductor will be needed to 44 reach the termination point. 45 46 3.03 GROUNDING 47 A. Conduits and other raceways shall contain an equipment grounding conductor whether the 48 raceway is metallic or not. Conduits, motors, cabinets, outlets and other equipment shall be CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside RI & IV Water Main Connection City Project No. 01988 260519-6 WIRES AND CABLES (600 VOLT MAXIMUM) Page 6 of 7 1 properly grounded in accordance with NEC requirements. Where ground wire is exposed to 2 mechanical damage, install wire in rigid aluminum conduit. Make connections to equipment 3 with solderless connections. Wire connected to the ground rods of the ground mat shall be of 4 the fused type equal to the Cadweld process. 5 3.04 TERMINATIONS AND SPLICES 6 A. No splices of wire and cable will be permitted, except where specifically permitted by the 7 Owner/Engineer, in writing, or as shown on the Drawings. 8 B. Power conductors: Terminations shall be made with connectors as specified. Splices, where 9 specifically allowed as stated above, shall be made in a Termination Cabinet (TC). 10 Terminations shall be made with approved terminals as specified. 11 C. Control Conductors: Splices of control conductors will not be permitted between terminal 12 points. Terminations shall be made with approved terminals as specified. 13 D. Instrumentation Signal Conductors (including graphic panel, alarm, low and high level 14 signals): Splices of Instrumentation conductors will not be permitted between terminal points. 15 Terminations shall be made with connectors as specified. Each termination of paired shielded 16 or triad shielded shall be coated with silicone jelly after termination. The shield of pair 17 shielded and triad shielded shall be terminated on terminal strips. 18 3.05 INSTRUMENTATION CABLES 19 A. Instrumentation cables shall be installed in raceways as specified. Unless specifically shown 20 on the Drawings, all instrumentation circuits shall be installed as single shielded twisted pair 21 cables or single shielded twisted triads. In no case shall a circuit be made up using conductors 22 from different pairs or triads. Triads shall be used wherever three wire circuits are required. 23 B. Terminal blocks shall be provided at all instrument cable termination boxes, and all circuits 24 shall be identified at such terminations. 25 C. Shielded instrumentation wire, coaxial cable, data highway cable, discrete I/O, multiple 26 conductor cable, and fiber optic cables shall be run without splices between instruments, 27 terminal boxes, or panels. The shield shall be continuous for the entire run. 28 D. Shields shall be grounded as recommended by the instrument manufacturer and isolated at all 29 other locations. Terminal blocks shall be provided for inter -connecting shield drain wires at 30 all junction boxes. Where individual circuit shielding is required, each shield circuit shall be 31 provided with its own block. 32 E. Seal openings in slabs and walls through which wires and cables pass. 33 3.06 WIRE TAGGING 34 A. All wiring shall be tagged at all termination points and at all major access points in the 35 electrical raceways. A termination point in defined as any point or junction where a wire or 36 cable is physically connected. This includes terminal blocks and device terminals. A major 37 access point to a raceway is defined as any enclosure, box, or space designed for wire or cable 38 pulling or inspection and includes pull boxes, manholes, and junction boxes. 39 B. Wire tags shall show both origination and destination information to allow for a wire or cable 40 to be traced from point in the field. Information regarding its origination shall be shown in 41 parenthesis. 42 C. For multiconductor cables, both the individual conductors and the overall cable shall be 43 tagged. Conductors that are part of a multiconductor cable shall reference the cable 44 identification number that they are a part of, as well as a unique conductor number within the 45 cable. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside I11 & IV Water Main Connection City Project No. 01988 260519-7 WIRES AND CABLES (600 VOLT MAXIMUM) Page 7 of 7 1 3.07 CABLE TAGGING 2 A. All cables shall be tagged at all termination points and at all major access points in the 3 electrical raceways as defined in the wire tag section of this Specification. 4 B. The cable tag shall be installed where the cable enters and leaves each access point (e.g., 5 junction box, manhole, etc.). In cases of limited access space, a single tag may be used that 6 shows both equipment tag origination and destination. In the case where the jacket is stripped 7 for terminations, the tag shall be installed at the end of the jacket. 8 3.08 RACEWAY SEALING 9 A. Where raceways enter junction boxes or control panels containing electrical or instrumentation 10 equipment, all entrances shall be sealed with 3M 1000NS Watertight Sealant, or approved 11 equal. 12 B. This requirement shall be strictly adhered to for all raceways in the conduit system. 13 3.09 FIELD TESTS 14 A. Conductors Under 600 Volts 15 1. Perform insulation resistance testing of all power circuits above 240 volts with a 1000-volt 16 megger, in accordance with the recommendations of the wire manufacturer. 17 2. Prepare a written test report of the results and submit to the Owner/Engineer prior to final 18 inspection. 19 3. Minimum acceptable value for insulation resistance is 100 megohms for cable lengths 40 20 feet or less. Lower values shall be acceptable only by the Owner/Engineer's specific 21 written approval. For lengths longer than 40 feet, the minimum megolnn value shall be 22 2000 megohms per foot. I 23 4. Disconnect equipment that might be damaged by this test. Perform tests with all other 24 equipment connected to the circuit. 25 B. Tests: After instrumentation cable installation and conductor termination by the 26 instrumentation and control supplier, perform tests witnessed by the Owner/Engineer to ensure 27 that instrumentation cable shields are isolated from ground, except at the grounding point. 28 Remove all improper grounds. 29 END OF SECTION 30 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 26 05 26 - 1 GROUNDING AND BONDING SYSTEM Page 1 of 4 1 SECTION 26 05 26 2 GROUNDING AND BONDING SYSTEM 3 PART 1 GENERAL 4 1.01 SCOPE OF WORK 5 A. Furnish all labor, materials, equipment and incidentals required to install a complete 6 Grounding and Bonding System, in strict accordance with Article 250 of the National 7 Electrical Code (NEC), and as shown on the Drawings and specified herein. 8 B. The system shall include ground wires, ground rods, exothermic connections, mechanical 9 connectors, structural steel connections, all as shown on the Drawings, and as specified herein, 10 to provide a bonding to earth ground of all metallic materials likely to become energized. 11 1.02 RELATED WORK 12 A. Section 26 00 00 Electrical — General Provisions 13 B. Section 26 05 33 Raceways, Boxes and Fittings. 14 C. Section 26 05 29 Electrical Support Hardware 15 D. Section 26 05 19 Wire and Cables (600 Volt Maximum). 16 E. Section 26 05 13 Medium Voltage Cable 17 1.03 SUBMITTALS 18 A. Submit to the Engineer, in accordance with Division land Section 26 00 00, shop drawings 19 and product data, for the following: 20 1. Ground rods. 21 2. Grounding conduit hubs. 22 3. Waterpipe ground clamps. 23 4. Buried grounding connections. 24 5. Compression lugs. 25 6. Exothermic bonding system. 26 1.04 REFERENCE CODES AND STANDARDS 27 A. All products and components shown on the Drawings and listed in this specification shall be 28 designed and manufactured according to latest revision of the following standards (unless 29 otherwise noted): 30 1. NFPA 70 —National Electrical Code (NEC) 31 2. UL 467-2007 --Grounding and Bonding Equipment 32 3. NFPA 70E — Standard for Electrical Safety in the Workplace 33 B. All equipment components and completed assemblies specified in this Section of the 34 Specifications shall bear the appropriate label of Underwriters Laboratories. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 260526-2 GROUNDING AND BONDING SYSTEM Page 2 of4 1 1.05 QUALITY ASSURANCE 2 A. The manufacturer of these materials shall have produced similar electrical materials and 3 equipment for a minimum period of five (5) years. When requested by the Owner/Engineer, an 4 acceptable list of installations with similar equipment shall be provided demonstrating 5 compliance with this requirement. 6 1.06 JOBSITE DELIVERY, STORAGE AND HANDLING 7 A. Prior to jobsite delivery, the Contractor shall have successfully completed all submittal 8 requirements, and present to the Owner/Engineer upon delivery of the equipment, an approved 9 copy of all such submittals. Delivery of incomplete constructed equipment, onsite factory 10 work, or failed factory tests will not be permitted. 11 B. Protect equipment during shipment, handling, and storage by suitable complete enclosures. 12 Protect equipment from exposure to the elements and keep thoroughly dry. 13 1.07 WARRANTY 14 A. The Manufacturer shall warrant the equipment to be free from defects in material and 15 workmanship for 1 year from date of final acceptance of the equipment. Within such period of 16 warranty the Manufacturer shall promptly furnish all material and labor necessary to return the 17 equipment to new operating condition. Any warranty work requiring shipping or transporting 18 of the equipment, or materials, shall be performed by the Contractor at no expense to the 19 Owner. 20 PART 2 PRODUCTS 21 2.01 RACEWAYS 22 A. Conduit shall be as specified under Section 26 05 33. 23 B. All raceways, conduits and ducts shall contain equipment grounding conductors sized in 24 accordance with the NEC. Minimum sizes shall be No. 12 AWG. 25 2.02 CONDUCTORS 26 A. Wire shall be as specified under Section 26 05 26 and 26 05 13. 27 B. Ground wire shall be uninsulated tinned copper sized as shown on the Drawings, in all cases 28 where a single ground wire is indicated to be installed in a conduit with no other conductors in 29 the conduit, or where the ground wire is directly buried in earth or concrete. In all other cases, 30 insulate the ground wire with green insulation as specified for low voltage wire. 31 2.03 GROUNDING ELECTRODES 32 A. Ground rods shall be 3/4 in by 10 ft copper clad steel and constructed in accordance with UL 33 467. The minimum copper thickness shall be 0.25 mm. Ground rods shall be as manufactured 34 by Copperweld, or approved equal. 35 2.04 CONNECTORS AND CONNECTIONS 36 A. Waterpipe ground clamps shall be cast bronze, Thomas & Betts Co. Cat. JPT, similar by 37 Burndy; O.Z. Gedney Co. or equal, and of the correct size for the pipe. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 260526-3 GROUNDING AND BONDING SYSTEM Page 3 of 4 1 B. Buried grounding connections shall be by an exothermic weld process, T&B Furseweld SCR1, 2 Cadweld, or equal. 3 C. Where the process cannot be used because of the Owner's operations, a Burndy Hyground 4 Irreversible Compression System, or equal, shall be used. 5 PART 3 EXECUTION 6 3.01 INSTALLATION 7 A. Run grounding electrode conductors in rigid conduits. Bond the protecting conduits to the 8 grounding electrode conductors at both ends. Do not allow water pipe connections to be 9 painted. If the connections are painted, disassemble them and remake them with new fittings. 10 B. Install equipment grounding conductors in all raceways for the power, control and 11 instrumentation systems. Grounding conductors shall be independent conductors and shall be 12 separate from all shield drain wires. 13 C. Conduits and other raceways shall contain an equipment grounding conductor whether the 14 raceway is metallic or not. Conduits, motors, cabinets, outlets and other equipment shall be 15 properly bonded in accordance with NEC requirements. Where ground wire is exposed to 16 mechanical damage, install wire in rigid conduit. 17 D. Bond all steel building columns in new structures together with ground wire in rigid conduit 18 and connect to the distribution equipment ground bus, as shown on the Drawings. Ground 19 wire connections to structural steel columns shall be made with long barrel type one hole 20 heavy duty copper compression lugs, bolted through 1/2 in maximum diameter holes drilled in 21 the column web, with stainless steel hex head cap screws and nuts. 22 E. Where the grounding loop rises to bond to a column, an insulated jumper shall be installed as 23 shown on the Drawings. An insulated ground jumper shall be used. The jumper shall be shall 24 be bonded to the grounding loop, rise up above the ground and make connection to the 25 building column steel. All connections to the ground ring and the building steel shall be of the 26 exothermic type as specified equal to the exothermic welded process. 27 F. Metal conduits stubbed into a motor control center shall be terminated with insulated 28 grounding bushings and connected to the motor control center ground bus. Bond boxes 29 mounted below motor control centers to the motor control center ground bus. Size the 30 grounding wire in accordance with NEC Table 250.122, except that a minimum No. 12 AWG 31 shall be used. 32 G. Liquid tight flexible metal conduit in sizes 1-1/2 in and larger shall have bonding jumpers. 33 Bonding jumpers shall be external, run parallel (not spiraled) and fastened with plastic tie 34 wraps. 35 H. Ground transformer neutrals to the nearest available grounding electrode with a conductor 36 sized in accordance with NEC Article 250.66. 37 I. Drive grounding electrodes where shown on the Drawings. All grounding electrodes shall be a 38 minimum of 15 feet apart. 39 J. All equipment enclosures, motor and transformer frames, conduits systems, cable tray, cable 40 armor, exposed structural steel and all other equipment and materials required by the NEC to 41 be grounded, shall be grounded and bonded in accordance with the NEC. 42 K. Seal exposed connections between different metals with no -oxide paint, Grade A or equal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside I1I & IV Water Main Connection City Project No. 01988 260526-4 GROUNDING AND BONDING SYSTEM Page 4 of 4 1 L. Lay all underground grounding conductors slack and, where exposed to mechanical injury, 2 protect by pipes or other substantial guards. If guards are iron pipe, or other magnetic 3 material, electrically connect conductors to both ends of the guard. Make connections as 4 specified herein. 5 M. Care shall be taken to ensure good ground continuity, in particular between the conduit system 6 and equipment frames and enclosures. Where necessary, jumper wires shall be installed. 7 N. All grounding type receptacles shall be grounded to the outlet boxes with a minimum, #12 8 XHHW green conductor, connected to the ground terminal of the receptacle and fastened to 9 the outlet box by means of a grounding screw. 10 3.02 INSPECTION AND TESTING 11 A. Inspect the grounding and bonding system conductors and connections for tightness and 12 proper installation. 13 B. Use Biddle Direct Reading Earth Resistance Tester or equivalent test instrument to measure 14 resistance to ground of the system. Perform testing in accordance with test instrument 15 manufacturer's recommendations using the fall -of -potential method. 16 C. All test equipment shall be provided under this Section and approved by the Owner/Engineer. 17 D. Resistance to ground testing shall be preceded by no precipitation for a minimum of 28 days. 18 Submit test results in the form of a graph showing the number of points measured (12 19 minimum) and the numerical resistance to ground. 20 E. Testing shall be performed before energizing the electrical distribution system. 21 F. A separate test shall be conducted for each building or system. 22 G. Notify the Engineer immediately if the resistance to ground for any building or system is 23 greater than five ohms. 24 25 26 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 1 2 3 PART 1 GENERAL SECTION 26 05 29 ELECTRICAL SUPPORT HARDWARE 260529-1 ELECTRICAL SUPPORT HARDWARE Page 1 of 4 4 1.01 SCOPE OF WORK 5 A. Furnish and install electrical support hardware, as shown on the Drawings and as specified 6 herein. 7 B. Hardware shall include anchor systems, adhesive anchor systems, metal framing systems, and 8 other electrical support systems, as shown on the Drawings and specified herein. 9 1.02 RELATED WORK 10 A. Division 26 Specifications 11 B. Process Equipment Division Specifications 12 C. Instrumentation Equipment Division Specifications 13 D. Mechanical Equipment Division Specifications 14 1.03 SUBMITTALS 15 A. Submit to the Owner/Engineer, in accordance with Division 1, the manufacturers' names and 16 product designation or catalog numbers for the types of materials specified or shown on the 17 Drawings. 18 B. The submittal information, for anchor systems, shall contain manufacturer's specifications and 19 technical data including; 20 1. Acceptable base material conditions (i.e. cracked, un-cracked concrete) 21 2. Acceptable drilling methods 22 3. Acceptable bore hole conditions (dry, water saturated, water filled, under water) 23 4. Manufacturer's installation instructions including bore hole cleaning procedures and 24 adhesive injection. 25 5. Cure and gel time tables 26 6. Temperature ranges (storage, installation and in-service). 27 1.04 REFERENCE CODES AND STANDARDS 28 A. All products and components shown on the Drawings and listed in this specification shall be 29 designed and manufactured according to latest revision of the following standards (unless 30 otherwise noted): 31 1. NFPA 70 National Electrical Code (NEC) 32 2. NFPA 70E Standard for Electrical Safety in the Workplace 33 3. ASTM E 488-96 (2003); Standard Test Method for Strength of Anchors in Concrete and 34 Masonry Elements, ASTM International. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside 1I1 & IV Water Main Connection City Project No. 01988 1 2 260529-2 ELECTRICAL SUPPORT HARDWARE Page 2 of 4 4. ASTM E 1512-93, Standard Test Methods for Testing Bond Performance of Adhesive - Bonded Anchors, ASTM International 3 5. AC308; Acceptance Criteria for Post -Installed Anchors in Concrete Elements, Latest 4 revision. 5 6. SAE 316 Stainless Steel Grades 6 B. All equipment components and completed assemblies specified in this Section of the 7 Specifications, having a UL standard, shall bear the appropriate label of Underwriters 8 Laboratories. 9 1.05 QUALITY ASSURANCE 10 A. The manufacturer of these materials shall have produced similar electrical materials and 11 equipment for a minimum period of five (5) years. When requested by the Owner/Engineer, an 12 acceptable list of installations with similar equipment shall be provided demonstrating 13 compliance with this requirement. 14 1.06 JOBSITE DELIVERY, STORAGE AND HANDLING 15 A. Prior to jobsite delivery, the Contractor shall have successfully completed all submittal 16 requirements, and present to the Owner/Engineer upon delivery of the equipment, an approved 17 copy of all such submittals. 18 B. Materials shall be handled and stored in accordance with manufacturer's instructions. 19 C. Adhesive Anchor Systems. 20 1. Deliver materials undamaged in Manufacturer's clearly labeled, unopened containers, 21 identified with brand, type, and ICC-ES Evaluation Report number. 22 2. Coordinate delivery of materials with scheduled installation date, minimizing storage time 23 at job -site. 24 3. Store materials under cover and protect from weather and damage in compliance with 25 Manufacturer's requirements, including temperature restrictions. 26 4. Comply with recommended procedures, precautions or remedies described in material 27 safety data sheets as applicable. 28 5. Do not use damaged or expired materials. 29 6. Storage restrictions (temperature range) and expiration date must be supplied with product 30 D. Metal Framing Systems 31 1. Material shall be new and unused, with no signs of damage from handling. 32 1.07 WARRANTY 33 A. The Manufacturer shall warrant the equipment to be free from defects in material and 34 workmanship for 1 year from date of final acceptance of the equipment. Within such period of 35 warranty the Manufacturer shall promptly furnish all material and labor necessary to return the 36 equipment to new operating condition. 37 PART 2 PRODUCTS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & Iv Water Main Connection City Project No. 01988 260529-3 ELECTRICAL SUPPORT HARDWARE Page 3 of 4 1 2.01 ANCHORING SYSTEMS 2 A. Acceptable Manufacturers 3 1. Subject to compliance with the Contract Documents, the following Manufacturers are 4 acceptable: 5 a. HILTI Kwik Bolt 3 6 b. Approved equal 7 2. The listing of specific manufacturers above does not imply acceptance of their products 8 that do not meet the specified ratings, features and functions. Manufacturers listed above 9 are not relieved from meeting these specifications in their entirety. 10 B. Product Description 11 1. Torque controlled expansion anchor consisting of anchor body, expansion element 12 (wedges), washer and nut. 13 2. All parts shall be manufactured of 316 stainless steel conforming to SAE 316. 14 3. UL 203 Rated. 15 2.02 ADHESIVE ANCHORING SYSTEMS 16 A. Acceptable Manufacturers 17 1. Subject to compliance with the Contract Documents, the following Manufacturers are 18 acceptable: 19 a. HILTI HIT-RTZ with HIT-HY 150 MAX. 20 b. Approved equal 21 2. The listing of specific manufacturers above does not imply acceptance of their products 22 that do not meet the specified ratings, features and functions. Manufacturers listed above 23 are not relieved from meeting these specifications in their entirety. 24 B. Product Description 25 1. Anchor body with helical cone shaped thread on the embedded end and standard threads 26 on the exposed end, with washer and nut, inserted into Injection adhesive. 27 2. All parts shall be manufactured of 316 stainless steel conforming to SAE 316 standards. 28 2.03 STRUT SUPPORT SYSTEMS 29 A. Acceptable Manufacturers 30 1. Subject to compliance with the Contract Documents, the following Manufacturers are 31 acceptable: 32 a. Tyco Unistrut 33 b. Cooper B-Line 34 c. Approved equal 35 2. The listing of specific manufacturers above does not imply acceptance of their products 36 that do not meet the specified ratings, features and functions. Manufacturers listed above 37 are not relieved from meeting these specifications in their entirety. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 260529-4 ELECTRICAL SUPPORT HARDWARE Page 4 of 4 1 B. Product Description 2 1. Metal framing system for use in the mounting or support of electrical systems, panels and 3 enclosures, and including lighting fixture supports, trapeze hangers and conduit supports. 4 2. Components shall consist of telescoping channels, slotted back-to-back channels, end 5 clamps allthreads and conduit clamps. 6 3. Minimum sizes shall be 13/16" through 3-1/4" 7 4. Components shall be assembled by means of flat plate fittings, 90 degree angle fittings, 8 braces, clevis fittings, U-fittings, Z-fittings, Wing -fittings, Post Bases, channel nuts, 9 washers, etc. 10 5. Field welding of components will not be permitted. 11 6. Unless otherwise specified or shown on the Drawings, all parts shall be manufactured of 12 316 stainless steel conforming to SAE 316. 13 7. Framing systems for chlorine and ammonia rooms shall be manufactured of structural 14 fiberglass. 15 PART 3 EXECUTION 16 3.01 GENERAL 17 A. The Contractor shall install all equipment strictly in accordance with the manufacturer's 18 instructions and the Contract Drawings. 19 B. The location of all devices is shown, in general, on the Drawings and may be varied within 20 reasonable limits so as to avoid any piping or other obstruction without extra cost, subject to 21 the approval of the Owner. Coordinate the installation of the devices for piping and 22 equipment clearance. 23 C. No electrical equipment or raceways, shall be attached to or supported from, sheet metal walls. 24 D. Install required safety labels. 25 3.02 FIELD QUALITY CONTROL 26 A. Inspect installed equipment for anchoring, alignment, grounding and physical damage. 27 B. Check tightness of all accessible electrical connections. Minimum acceptable values are 28 specified in manufacturer's instructions. 29 3.03 POST INSTALLED ANCHOR SYSTEMS 30 A. Prior to installation of the anchor systems, the hole shall be clean and dry in accordance with 31 the manufacturer's instructions. 32 3.03 CLEANING 33 A. Remove all rubbish and debris from inside and around the installation. Remove dirt, dust, or 34 concrete spatter from the interior and exterior of the equipment using brushes, vacuum cleaner, 35 or clean, lint free rags. Do not use compressed air. 36 37 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 260533-1 RACEWAYS, BOXES, AND FITTINGS Page 1 of 10 1 SECTION 26 05 33 2 3 4 PART 1 GENERAL 5 1.01 SCOPE OF WORK 6 7 RACEWAYS, BOXES, AND FITTINGS A. Furnish and install complete raceway systems as shown on the Drawings and as specified herein. 8 B. Raceways and conductors that are listed on the raceway and conductor schedules are generally 9 not shown on the Drawings, except where they are required to pass through a restricted or 10 designated space. Conduits indicated to be run "exposed" on the schedules shall be run near 11 the ceilings or along the walls of the areas through which they pass and shall be routed to 12 avoid conflicts with HVAC ducts, cranes and hoists, lighting fixtures, doors and hatches, etc. 13 Conduits indicated to be run concealed shall be run in the center of concrete floor slabs, in 14 partitions, or above hung ceilings, as required. 15 1.02 RELATED WORK 16 A. Section 26 00 00 Electrical — General Provisions 17 B. Section 26 05 29 Electrical Support Hardware 18 C. Section 26 05 19 Wires and Cables (600 Volt Maximum) 19 D. Section 26 05 43 Underground System 20 E. Section 26 05 13 Medium Voltage Cable 21 1.03 SUBMITTALS 22 A. Submit to the Owner/Engineer, in accordance with Division 1, the manufacturers' names and 23 product designation or catalog numbers of all materials specified. 24 B. Submit to the Owner/Engineer, certification that the electricians installing the PVC coated 25 conduit, have a 5 year minimum experience, in the installation of the product. 26 1.04 REFERENCE CODES AND STANDARDS 27 A. All products and components shown on the Drawings and listed in this specification shall be 28 designed and manufactured according to latest revision of the following standards (unless 29 otherwise noted): 30 1. NFPA 70 — National Electrical Code (NEC) 31 2. NFPA 70E — Standard For Electrical Safety in the Workplace 32 3. UL 6A — Electrical Rigid Metal Conduit 33 4. ANSI C80.5 — Electrical Rigid Aluminum Conduit 34 5. UL 514B — Outlet Bodies 35 B. All equipment components and completed assemblies specified in this Section of the 36 Specifications shall bear the appropriate label of Underwriters Laboratories. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside 111 & IV Water Main Connection City Project No. 01988 260533-2 RACEWAYS, BOXES, AND FITTINGS Page 2 of 10 1 1.05 QUALITY ASSURANCE 2 A. The manufacturer of these materials shall have produced similar electrical materials and 3 equipment for a minimum period of five (5) years. When requested by the Owner/Engineer, an 4 acceptable list of installations with similar equipment shall be provided demonstrating 5 compliance with this requirement. 6 B. The manufacturer of the assembly shall be the manufacturer of the major components within 7 the assembly. All assemblies shall be of the same manufacturer. 8 1.06 JOBSITE DELIVERY, STORAGE AND HANDLING 9 A. Prior to jobsite delivery, the Contractor shall have successfully completed all submittal 10 requirements, and present to the Owner/Engineer upon delivery of the equipment, an approved 11 copy of all such submittals. Delivery of incomplete constructed equipment, or equipment 12 which failed any factory tests, will not be permitted., 13 B. Materials shall be handled and stored in accordance with manufacturer's instructions. 14 C. Materials shall not be stored exposed to sunlight. Such materials shall be completely covered. 15 D. Materials showing signs of previous or jobsite exposure will be rejected. 16 1.07 WARRANTY 17 A. The Manufacturer shall warrant the equipment to be free from defects in material and 18 workmanship for 1 year from date of final acceptance of the equipment. Within such period of 19 warranty the Manufacturer shall promptly furnish all material and labor necessary to return the 20 equipment to new operating condition. 21 PART 2 PRODUCTS 22 2.01 CONDUIT 23 A. PVC Coated Rigid Aluminum Conduit 24 1. PVC coated rigid aluminum conduit shall have a minimum 0.040-in thick, polyvinyl 25 chloride coating permanently bonded to rigid aluminum conduit and an internal 26 chemically cured urethane or enamel coating. Rigid aluminum conduit shall be as 27 manufactured by the Allied Tube and Conduit Corp.; Wheatland Tube Co.; Triangle PWC 28 Inc., T&B Ocal, or approved equal. The ends of all couplings, fittings, etc. shall have a 29 minimum of one pipe diameter in length of PVC overlap. PVC coated conduit and fittings 30 shall be as manufactured by Perma-Cote, Robroy Industries, Triangle PWC Inc. or Ocal. 31 2. Elbows and couplings shall be PVC coated by the same manufacturer supplying the 32 conduit PVC coating system. Elbows and couplings used with PVC coated conduit shall 33 be furnished with a PVC coating bonded to the aluminum, the same thickness as used on 34 the coated aluminum conduit. 35 B. Liquidtight Aluminum Flexible Metal Conduit 36 1. Liquidtight aluminum flexible metal conduit shall have an interlocked aluminum core, 37 PVC jacket rated for 80 degrees C., meeting NEC Article 351, as manufactured by the 38 Anaconda Metal Hose Div.; Anaconda American Brass Co.; American Flexible Conduit 39 Co., Inc.; Universal Metal Hose Co.; ALFLEX or equal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 260533-3 RACEWAYS, BOXES, AND FITTINGS Page 3 of 10 1 2. Fittings used with liquidtight flexible aluminum conduit shall be extruded from 6063 alloy 2 in temper designation T-1 with maximum 0.1% copper content and shall conform to 3 FEDSPEC WW-C-540C ANSI C80.5, and UL-6. 4 C. Aluminum Flexible Metal Conduit 5 1. Aluminum flexible metal conduit shall have an interlocked aluminum core, meeting NEC 6 Article 348, UL 1 and Federal Specification WW-C-566C, as manufactured by the 7 Anaconda Metal Hose Div.; Anaconda American Brass Co.; American Flexible Conduit 8 Co., Inc.; Universal Metal Hose Co. or approved equal. 9 2. Fittings used with aluminum flexible metal conduit shall be extruded from AA 6063 alloy 10 in temper designation T-1 and shall conform to FEDSPEC WW-C-540C ANSI C80.5, and 11 UL-6. 12 D. Rigid Aluminum Conduit 13 1. Rigid Aluminum conduit shall be extruded from AA 6063 alloy in temper designation T-1 14 and shall conform to FED Spec WW-C-540C, ANSI C80.5 and UL 6A. Rigid aluminum 15 conduit and fittings shall be as manufactured by Wheatland Tube Company, Allied, or 16 approved equal. 17 E. Rigid PVC Schedule 40 Conduit 18 1. Schedule 40 PVC Rigid Nonmetallic Conduit (RNC) shall be designed for use 19 underground as described in the NEC, resistant to sunlight. The conduits and fittings shall 20 be manufactured to NEMA TC-2, Federal Specification WC1094A and UL 651 21 specifications. Fittings shall be manufactured to NEMA TC-3, Federal Specification 22 WC1094A and UL 514B. Conduit shall have a UL Label. Conduit shall be Rocky 23 Mountain Colby, Carlon, Kraloy, or approved equal. 24 25 F. Rigid PVC Schedule 80 Conduit 26 1. Schedule 80 PVC Rigid Nommetallic Conduit (RNC) shall be designed for use above 27 ground and underground as described in the NEC, resistant to sunlight. The conduits and 28 fittings shall be manufactured to NEMA TC-2, Federal Specification WC1094A and UL 29 651 specifications. Fittings shall be manufactured to NEMA TC-3, Federal Specification 30 WC1094A and UL 514B. Conduit shall have a UL Label. Conduit shall be Rocky 31 Mountain Colby, Carlon, Kraloy, or approved equal. 32 2.02 WIREWAYS 33 A. All wireways shall be constructed of NEMA 4X 316 stainless steel or aluminum, with 34 gasketed hinged covers and stainless steel screws. Wireway shall be as manufactured by B- 35 Line, Hoffman or equal. 36 2.03 RACEWAY BOXES 37 A. Boxes to include terminal boxes, junction boxes and pull boxes specified herein, are for use 38 with raceway systems only, but include switch, receptacle and lighting housings. Boxes used 39 for housing electrical and instrumentation equipment, other than terminal boxes, shall be as 40 described elsewhere in these Specifications. 41 42 B. All wet, outdoor and process areas. All boxes shall be NEMA Type 4X of 316 stainless steel 43 with mounting lugs or brackets made on the box, suitable for wall mounting, or have mounting CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 260533-4 RACEWAYS, BOXES, AND FITTINGS Page 4 of 10 1 feet where self -standing. Boxes manufactured with holes intended for mounting will not be 2 acceptable. Boxes shall not have holes or knockouts. All boxes shall have continuously welded 3 seams ground smooth, and shall have continuous hinged, foam -in -place gasketed doors. Box 4 bodies shall not be less than 16ga. Boxes above 24" X 20" shall have a 3-point type latch with 5 handle as manufactured by Hoffinan Engineering Co. or equal. Boxes below 24" X 20" shall 6 have quarter -turn type latches as manufactured by Hoffman Engineering Co. or equal. 7 8 C. Classified Areas, (Class 1, Division 1, Groups A, B, C, or as defined in NFPA 70). Boxes 9 constructed for either indoor or outdoor use in hazardous areas, shall be copper -free 10 aluminum, with stainless steel hinged cover, watertight neoprene cover gasket with stainless 11 steel bolts. Boxes shall be rated NEMA 7 watertight. All penetrations shall be factory drilled 12 and tapped. Enclosures shall be Type EJB Style C as manufactured by the Crouse -Hinds Co.; 13 Appleton Electric Co. or approved equal. 14 15 D. Chemical Rooms: Boxes shall be NEMA 4X, non-metallic, made of PVC or fiberglass 16 reinforced polyester. Materials shall be compatible with the chemicals used. Non-metallic 17 boxes shall have UV inhibitors. Provide all boxes with quick -release luggage type latches. 18 19 E. All other locations not described above, shall be NEMA 12. Terminal boxes, junction boxes, 20 pull boxes, etc, shall be NEMA Type 12 aluminum, with mounting lugs suitable for wall 21 mounting. Box bodies shall not have holes or knockouts. Boxes shall not be less than .080 in. 22 thick, gauge. All boxes shall have continuous hinged, foam -in -place gasketed doors with 23 handle latch, 3-point above 20" x 20". Boxes shall be Comline Series as manufactured by 24 Hoffman Engineering Co. or equal. 25 26 F. NEMA 1 or NEMA 1A boxes shall not be used. 27 28 G. Malleable iron boxes shall not be used. 29 2.04 DEVICE BOXES 30 A. Device boxes, switch, receptacle, etc., shall be of copper free cast aluminum, and shall have 31 tapered, threaded, hubs, with integral bushings. Boxes shall have internal grounding screw, 32 and a minimum of two mounting feet. Boxes shall be type FS or FD, Cooper Crouse -Hinds, 33 Appleton or approved equal. 34 2.05 CONDUIT OUTLET BODIES 35 A. For conduits up to and including 2-1/2", conduit outlet bodies and covers shall be copper -free 36 aluminum, with captive screw -clamp cover, neoprene gasket and stainless steel screws and 37 clamps, Cooper Crouse -Hinds Form 7 with Mark 7 wedge -nut cover, Appleton, or approved 38 equal. For conduits larger than 2-1/2", junction boxes shall be used. 39 B. For NEMA 7 watertight areas, all outlet boxes and covers shall be EA Series by Crouse Hinds, 40 or approved equal. 41 2.06 CONDUIT HUBS 42 A. Conduit hubs for use on raceway system pull and junction boxes shall be watertight, threaded 43 aluminum, insulated throat, stainless steel grounding screw, as manufactured by T&B 44 H150GRA Series, or equal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 260533-5 RACEWAYS, BOXES, AND FITTINGS Page 5 of 10 1 2.07 GROUNDING BUSHINGS 2 A. Grounding bushings shall be insulated lay -in lug grounding bushings with tin-plated copper 3 grounding path. Bushings shall have integrally molded noncombustible phenolic insulated 4 surfaces rated 150°C. Each bushing shall be furnished with a plastic insert cap. The size of the 5 lug shall be sufficient to accommodate the maximum ground wire size required by the NEC 6 for the application. Bushings shall be O-Z/Gedney Type ABLG, or approved equal. 7 2.08 RACEWAY SEALANT 8 A. Raceway sealant for use in the sealing of raceway hubs, entering or terminating in boxes or 9 enclosures where such sealing is shown or specified, shall be 3M 1000NS Watertight Sealant, 10 or approved equal. 11 2.09 CONDUIT PENETRATION SEALS 12 A. Conduit wall and floor seals shall be series CSM as manufactured by the O.Z./Gedney Co., or 13 equal. 14 1. Type CSML-XXXP shall be used for all applications that do not require a recessed sealing 15 bushing. 16 2. Type CSMI-XXXP shall be used for all applications that require a recessed sealing 17 bushing. 18 2.10 EXPANSION -DEFLECTION FITTINGS 19 A. Combination expansion -deflection fittings with 4" movement, copper -free aluminum, with 20 exterior bonding jumper of tinned copper braid and 316 stainless grounding straps, as 21 manufactured by the Crouse -Hinds Co., or equal. 22 2.11 EXPANSION FI II INGS 23 A. Expansion fittings shall be, 8" movement, copper -free aluminum, with exterior bonding 24 jumper of tinned copper braid and 316 stainless grounding straps, Type XJGSA as 25 manufactured by Crouse -Hinds Co., or approved equal, with internal grounding. 26 2.12 EXPLOSION -PROOF SEALS, BREATHERS AND DRAINS 27 A. Explosion proof fittings shall be designed for Class 1 Division 1, Group D, hazardous 28 locations. Fittings shall be of copper -free aluminum, consist of seals, breathers and drains of 29 type ED, as required for the application. Fittings shall be as manufactured by the 30 Crouse -Hinds Co.; Appleton Electric Co.; O.Z./Gedney Co., or equal. 31 2.13 KELLUMS GRIPS 32 A. Kellums grips to support cables shall be of 316 stainless steel. 33 2.14 CONDUIT MOUNTING EQUIPMENT 34 A. All pull and junction box supports, spacers, conduit support rods, clamps, hangers, channel, 35 nut, bolts, washers, etc. and shall be made of 316 stainless steel. 36 2.15 CONDUIT IDENTIFICATION TAGGING 37 A. The Contractor shall tag all underground conduits at all locations exiting and entering from 38 underground, including manholes and handholes. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 260533-6 RACEWAYS, BOXES, AND FITTINGS Page 6 of 10 1 B. Conduit identification plates shall be embossed stainless steel with stainless steel band, 2 permanently secured to the conduit without screws. 3 C. Identification plates shall be as manufactured by the Panduit Corp. or equal. 4 PART 3 EXECUTION 5 3.01 INSTALLER'S QUALIFICATIONS 6 7 8 A. Installer shall be specialized in installing PVC coated conduit with minimum 5 years documented experience. Experience documentation shall include training. Training shall be submitted for approval prior to beginning work on this project. 9 3.02 RACEWAY APPLICATIONS 10 A. Unless exact locations are shown on the Drawings, the Contractor shall coordinate the 11 placement of conduit and related components with other trades and existing installations. 12 B. Unless shown on the drawings or specified otherwise, the conduit type installed with respect to 13 the location shall be as follows: 14 Conduit Type 1. PVC Coated Aluminum Conduit 2. Liquidtight Flexible Aluminum Conduit 3. Rigid Non-metallic, Schedule 40 PVC Conduit 4. Flexible Aluminum Conduit 5. Aluminum Rigid Metal Conduit 15 Location All embedded conduit bends, underground ductbank bends of more than 20 degrees, and all conduit stub -ups to a minimum of 6" above finished floor or grade and in Chlorine and Caustic rooms. Raceway connection to vibrating equipment only, in all areas. Underground ductbanks with red concrete cap. Fixture whip connection to lighting fixtures in NEMA 1 areas (maximum 3-ft). BX or AC type prefabricated cables are not permitted. All above grade areas, except for concrete embedded and those areas described in Locations 2 through 6 above. 16 C. All conduit of a given type shall be the product of one manufacturer. 17 3.03 BOX APPLICATIONS 18 A. All raceway junction, pull and terminal boxes shall have NEMA ratings for the location in 19 which they are installed, and as specified herein. 20 B. For all raceway boxes, the distance between each raceway entry inside the box and the 21 opposite wall of the box shall not be less than eight times the metric designator (trade size) of 22 the largest raceway in a row. This distance shall be increased for additional entries by the 23 amount of the sum of the diameters of all other raceway entries in the same row on the same 24 wall of the box. Each row shall be calculated individually, and the single row that provides the 25 maximum distance shall be used. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 260533-7 RACEWAYS, BOXES, AND FITTINGS Page 7 of 10 1 C. Exposed switch, receptacle and lighting outlet boxes and conduit fittings shall be cast 2 aluminum. 3 D. All boxes shall be provided with factory mounting lugs. Drilling through the back of any box 4 or enclosure is prohibited, and if so installed, shall be removed and replaced, with no increase 5 in the Contract Price or Construction Schedule. 6 E. No penetrations shall be made in the top of boxes in wet locations. 7 3.04 DEVICE BOX APPLICATIONS 8 9 A. Device boxes shall be used for mounting wiring devices such as receptacles, switches, thermostats, lighting and other permanently mounted devices. 10 3.05 CONDUIT OUTLET BODIES APPLICATIONS 11 A. Conduit outlet bodies may be used on conduits up to and including 2-1/2", except where 12 junction boxes are shown or otherwise specified. For conduits larger than 2-1/2", junction 13 boxes shall be used. 14 3.06 CONDUIT HUB APPLICATIONS 15 A. Unless specifically stated herein or described on the Drawings, all raceways shall terminate at 16 an outlet with a conduit hub. Locknut or double locknut terminations will not be permitted. 17 B. When conduits contain equipment grounding conductors the wire shall be grounded to the 18 hub(s) associated with that grounding conductor. 19 3.07 INSULATED GROUNDING BUSHING APPLICATIONS 20 A. Insulated grounding bushings shall be used to terminate raceways where the raceways enter 21 pad -mounted electrical equipment or switchgear from the bottom where there is no wall or 22 floor pan on which to anchor or terminate the raceway. 23 B. All other raceways shall terminate on enclosures with a conduit hub, except for NEMA 7 24 areas. 25 C. Grounding bushing caps shall remain on the bushing until the wire is ready to be pulled. 26 3.08 CONDUIT FITTINGS APPLICATIONS 27 A. Combination expansion -deflection fittings shall be installed where conduits cross structure 28 expansion joints, on conduit transitions from underground to above ground, and where 29 installed in exposed conduit runs such that the distance between expansion -deflection fittings 30 does not exceed one hundred fifty (150) feet of conduit run. 31 B. On exposed conduit transitions from underground to above ground, where the earth has been 32 disturbed to a depth of more than ten (10) feet, an expansion fitting, with a minimum of 6" 33 available movement, shall be installed on the exposed side of the transition, in lieu of a 34 combination expansion -deflection fitting. 35 3.09 CONDUIT PENETRATION SEALS APPLICATIONS 36 A. Conduit wall seals shall be used where underground conduits penetrate walls or at other 37 locations shown on the Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 260533-8 RACEWAYS, BOXES, AND FITTINGS Page 8 of 10 1 B. Conduit sealing bushings shall be used to seal conduit ends exposed to the weather and at 2 other locations shown on the Drawings. 3 3.10 EXPLOSION -PROOF SEALS, BREATHERS AND DRAINS APPLICATIONS 4 A. Fittings consisting of sealing fittings, breathers, drains, with sealing compound and fiber, as 5 specified herein, shall be used as required to meet all the requirements of the National 6 Electrical Code. 7 3.11 CONDUIT TAG APPLICATIONS 8 A. All conduits shall be tagged within l ft. of the entry of equipment, and wall and floor 9 penetrations. 10 B. The Contractor shall tag all underground conduits and ducts at all locations, exiting and 11 entering from underground, including manholes and handholes. 12 3.12 RACEWAY SEALING 13 A. Where raceways enter junction boxes or control panels containing electrical or instrumentation 14 equipment, all entrances shall be of the hub type and sealed with Raceway Sealant, as 15 specified herein. 16 B. This requirement shall be strictly adhered to for all raceways in the conduit system. 17 3.13 PVC RACEWAY TO PVC COATED ALUMINUM RACEWAY TRANSITIONS 18 A. Where a transition is made from PVC raceway to PVC coated aluminum raceway, the PVC 19 raceway shall terminate in a female adapter. A PVC coated aluminum male threaded end, or 20 fitted with a PVC coated aluminum male adapter, shall be threaded into the PVC raceway. 21 After tightening securely, the transition shall be double layered with 2 in. vinyl electrical tape, 22 for a distance of 2 inches each side of the threaded joint. 23 3.14 RACEWAY INSTALLATION 24 A. Do not install pull wires and conductors until the raceway system is in place. No wire shall be 25 installed between outlet points, junction points or splicing points, until raceway sections are 26 complete, and raceway covers installed for protection of conductors from damage or exposure 27 to the elements. The occurrence of wire installed in an incomplete installation, shall require 28 the removal of such conductors from the project site, and completion and inspection of such 29 raceway sections, before new conductors are installed. 30 B. No conduit smaller than 3/4-in electrical trade size, shall be used, nor shall any have more than 31 the equivalent of three 90 degree bends in any one run. Pull boxes shall be provided as 32 necessary. 33 C. All raceways, installed underground, shall be installed in accordance with Section 26 05 43 34 Underground System, and be a minimum size of 2"C. 35 D. Where raceways enter or leave the raceway system, where the raceway origin or termination, 36 could be subjected to the entry of moisture, rain or liquid of any type, particularly where the 37 termination of such raceways terminate in any equipment, new or existing at a lower elevation, 38 such raceways shall be tightly sealed, using Watertight Sealant, at the higher elevation, both 39 before and after the installation of cables, such that there shall be no entry of water or moisture 40 to the Raceway System at any time. Any damage to new or existing equipment, due to the 41 entrance of moisture from unsealed raceways, shall be corrected by complete replacement of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 1 2 260533-9 RACEWAYS, BOXES, AND FITTINGS Page 9 of 10 such equipment, at no cost to the Owner. Cleaning or drying of such damaged equipment will not be acceptable. 3 E. Conduit supports, other than for underground raceways, shall be spaced at intervals of 8-ft or 4 less, as required to obtain rigid construction. 5 F. Single conduits shall be supported by means of one -hole pipe clamps in combination with 6 one -screw back plates, to raise conduits from the surface. Multiple runs of conduits shall be 7 supported on trapeze type hangers with horizontal members and threaded hanger rods. The 8 rods shall be not less than 3/8-in diameter. Surface mounted panel boxes, junction boxes, 9 conduit, etc shall be supported by strut, to provide a minimum of 1/2-in clearance between 10 wall and equipment. 11 G. Conduit hangers shall be attached to structural steel by means of beam or channel clamps. 12 Where attached to concrete surfaces, concrete inserts of the spot type shall be provided. 13 H. No raceways or electrical equipment shall be attached to or supported from, sheet metal walls. 14 I. All conduits on exposed work shall be run at right angles to and parallel with the surrounding 15 wall and shall conform to the form of the ceiling. No diagonal runs will be allowed. Bends in 16 parallel conduit runs shall be concentric. All conduit shall be run perfectly straight and true. 17 J. Conduits terminated into enclosures shall be perpendicular to the walls where flexible 18 liquidtight or rigid conduits are required. The use of short sealtight elbow fittings for such 19 terminations will not be permitted, except for connections to instrumentation transmitters, 20 where multiple penetrations are required. 21 K. Conduits shall be installed using threaded fittings. Running threads will not be permitted. 22 L. All conduit fittings on PVC conduit shall be of the glued type. 23 M. Liquidtight flexible aluminum conduit shall be used for the primary and secondary of 24 transformers, generator terminations and other equipment where vibration is present. Use in 25 other locations is not permitted, except for connections to instrumentation transmitters, where 26 multiple penetrations are required. Liquidtight flexible aluminum conduit shall have a 27 maximum length not greater than that of a factory manufactured long radius elbow of the 28 conduit size being used. The maximum bending radius shall not be less than that shown in the 29 NEC Chapter 9, Table 2, "Other Bends". BX or AC type prefabricated cables will not be 30 permitted. 31 N. Where conduits pass through openings in walls or floor slabs, the remaining openings shall be 32 sealed against the passage of flame and smoke. 33 O. Conduit ends exposed to the weather or corrosive gases shall be sealed with conduit sealing 34 bushings. 35 P. Raceways terminating in Control Panels or enclosures outdoors, containing electrical 36 equipment, shall not enter from the top of the enclosure, and the raceway shall be sealed with a 37 Watertight Sealant as specified herein. 38 39 40 41 Q. All conduits from external sources entering or leaving a multiple compartment enclosure shall be stubbed up into the bottom horizontal wireway or other manufacturer designated area, directly below the vertical section in which the conductors are to be terminated. Conduits entering from cable tray shall be stubbed into the upper section. 42 R. Conduit sealing and drain fittings shall be installed in areas designated as NEMA 4X or 7. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 260533-10 RACEWAYS, BOXES, AND FITTINGS Page 10 of 10 1 S. A conduit identification plate shall be installed on all power, instrumentation, alarm and 2 control conduits at each end of the run and at intermediate junction boxes, manholes, etc. 3 Conduit plates shall be installed before conductors are pulled into conduits. Exact 4 identification plate location shall be coordinated with the Owner/Engineer at the time of 5 installation to provide uniformity of placement and ease of reading. Conduit numbers shall be 6 exactly as shown on the Drawings. 7 T. Mandrels shall be pulled through all existing conduits that will be reused and through all new 8 conduits 2-in in diameter and larger prior to installing conductors. 9 U. 3/16-in polypropylene pull lines shall be installed in all new conduits noted as spares or 10 designated for future equipment. 11 V. All conduit that may under any circumstance contain liquids such as water, condensation, 12 liquid chemicals, etc, shall be arranged to drain away from the equipment served. If conduit 13 drainage is not possible, conduit seals shall be used to plug the conduits at the point of 14 attachment to the equipment. 15 W. Conduits shall not cross pipe shafts, access hatches or vent duct openings. They shall be 16 routed to avoid such present or future openings in floor or ceiling construction. 17 X. The use of running threads is prohibited. Where such threads are necessary, a 3-piece union 18 shall be used. 19 Y. Conduits passing from heated to unheated spaces, exterior spaces, refrigerated spaces, cold air 20 plenums, etc, shall be sealed with Watertight Sealant as specified herein. 21 Z. Conduits shall be located a minimum of 3-in from steam or hot water piping. Where crossings 22 are unavoidable, the conduit shall be kept at least 1-in from the covering of the pipe crossed. 23 AA. Conduits terminating at a cable tray shall be supported independently from the cable tray. 24 Provide a conduit support within 1-ft of the cable tray. The weight of the conduit shall not bear 25 on the cable tray. 26 AB. All changes of direction on PVC coated aluminum conduit greater than 20 degrees shall 27 be accomplished using long radius bends. Any field bends shall be made using equipment 28 designed to prevent damage to the PVC coating. 29 30 31 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 1 2 3 4 PART 1 GENERAL 5 1.01 SCOPE OF WORK SECTION 26 05 43 UNDERGROUND SYSTEM 260543-1 UNDERGROUND SYSTEM Page 1 of 8 6 A. Furnish and install a complete underground system of raceways, manholes and handholes as 7 shown on the Drawings and as specified herein. 8 B. Raceways for use in structural concrete are specified in Section 26 05 43 Raceways, Boxes 9 and Fittings. 10 1.02 RELATED WORK 11 A. Section 26 00 00 Electrical — General Provisions 12 B. Section 26 05 29 Electrical Support Hardware 13 C. Section 26 05 33 Raceways, Boxes and Fittings 14 D. Section 26 05 19 Wire and Cables (600 Volt Maximum). 15 E. Section 26 05 13 Medium Voltage Cable 16 1.03 SUBMITTALS 17 A. Submit to the Engineer, in accordance with Division 1 and Section 26 00 00, shop drawings 18 and product data, for the following: 19 1. Manholes, handholes and associated hardware. 20 2. Plastic duct spacers 21 B. Submittals shall also contain information on related equipment to be furnished under this 22 Specification but described in the related Sections listed in the Related Work paragraph above. 23 Incomplete submittals not containing the required information on the related equipment will 24 be returned unreviewed. 25 1.04 REFERENCE CODES AND STANDARDS 26 A. All products and components shown on the Drawings and listed in this specification shall be 27 designed and manufactured according to latest revision of the following standards (unless 28 otherwise noted): 29 1. NFPA 70 — National Electrical Code (NEC) 30 2. NFPA 70E — Standard For Electrical Safety in the Workplace 31 3. ASTM A615/A615M-06a — Standard Specification for Deformed and Plain Carbon -Steel 32 Bars for concrete Reinforcement 33 4. ASTM A48 — Standard Specification for Gray Iron Castings 34 5. ASTM A536 - Standard Specification for Ductile Iron Castings 35 6. AASHTO M306-04/ ASTM A48 — Drainage Structure Castings, Section 7.0 Proof Load 36 Testing CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 260543-2 UNDERGROUND SYSTEM Page 2 of 8 1 7. ASTM C-850- Specifications for underground precast concrete utility structures 2 B. All excavation, trenching, and related sheeting, bracing, etc., as shown on the Drawings and 3 listed in these Specifications, shall comply with the following standards (unless otherwise 4 noted): 5 1. Occupational Safety and Health Administration (OSHA) 6 a. Excavation safety standards (29 CFR Part 1926.650 Subpart P) - Excavation. 7 2. American Society for Testing and Materials (ASTM) 8 a. ASTM D 698a — Standard Test Methods for Laboratory Compaction Characteristics 9 of Soil Using Standard Effort (12,400 ft-lbf/ft3 (600kN-m/m3)). 10 C. All equipment components and completed assemblies specified in this Section of the 11 Specifications shall bear the appropriate label of Underwriters Laboratories. 12 1.05 QUALITY ASSURANCE 13 A. The manufacturer of these materials shall have produced similar electrical materials and 14 equipment for a minimum period of five (5) years. When requested by the Owner/Engineer, an 15 acceptable list of installations with similar equipment shall be provided demonstrating 16 compliance with this requirement. 17 B. The precast manholes shall be manufactured in a NPCA (National Precast Concrete 18 Association) Certified Plant. 19 1.06 JOBSITE DELIVERY, STORAGE AND HANDLING 20 A. Prior to jobsite delivery, the Contractor shall have successfully completed all submittal 21 requirements, and present to the Owner/Engineer upon delivery of the equipment, an approved 22 copy of all such submittals. Delivery of incomplete constructed equipment, onsite factory 23 work, or failed factory tests will not be permitted. 24 B. Materials shall be handled and stored in accordance with manufacturer's instructions. 25 C. Materials shall not be stored exposed to sunlight. Such materials shall be completely covered. 26 D. Materials showing signs of previous or jobsite exposure will be rejected. 27 1.07 WARRANTY 28 A. The Manufacturer shall warrant the equipment to be free from defects in material and 29 workmanship for 1 year from date of final acceptance of the equipment. Within such period of 30 warranty the Manufacturer shall promptly furnish all material and labor necessary to return the 31 equipment to new operating condition. Any warranty work requiring shipping or transporting 32 of the equipment or materials shall be performed by the Contractor at no expense to the 33 Owner. 34 PART 2 PRODUCTS 35 2.01 MATERIALS 36 A. Raceway System 37 1. Raceway system shall be Schedule 40 PVC Rigid Nonmetallic Conduit (RNC), designed 38 for use aboveground and underground as described in the NEC, resistant to sunlight. The CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 260543-3 UNDERGROUND SYSTEM Page 3of8 1 conduits and fittings shall be manufactured to NEMA TC-2, Federal Specification 2 WC1094A and UL 651 specifications. Minimum raceway size shall be 2 inch. Fittings 3 shall be manufactured to NEMA TC-3, Federal Specification WC1094A and UL 514B. 4 Conduit shall have a UL Label. 5 2. PVC coated rigid aluminum conduit shall have a minimum 0.040-in thick, polyvinyl 6 chloride coating permanently bonded to rigid aluminum conduit and an internal 7 chemically cured urethane or enamel coating. Rigid aluminum conduit shall be as 8 manufactured by the Allied Tube and Conduit Corp.; Wheatland Tube Co.; Triangle PWC 9 Inc. or equal. The ends of all couplings, fittings, etc. shall have a minimum of one pipe 10 diameter in length of PVC overlap. PVC coated conduit and fittings shall be as 11 manufactured by Perma-Cote, Robroy Industries, Triangle PWC Inc. or Ocal. Any field 12 bends shall be made using equipment designed to prevent damage to the PVC coating. 13 3. All underground raceways of the underground system, terminating in manholes or 14 handholes shall use terminators of the same size and type as the raceway 15 4. Blank Duct Plugs shall be sized for the duct installed on, and shall be TYCO Type JM- 16 BLA-XXDXXXCR, with rubber gasket, or approved equal. 17 5. Duct spacers shall be as manufactured by Carron or equal. 18 6. Concrete cap for raceways and duct banks shall be normal weight concrete weighing not 19 more than 145 pcf with compressive strength, a minimum of 3000 psi, or greater if 20 required by other Divisions of the Specifications, at 28 days, Concrete shall have crushed 21 aggregate with a maximum size of 3/4-inch, a slump of 4 — 6 In. and flow freely without the 22 use of vibrators. Install red dye of 40 lbs per 10 cy. of concrete, installed in the truck at the 23 concrete plant. 24 B. Manholes and Handholes 25 1. General 26 a. Manholes and handholes shall be of the precast concrete type, designed for a Class 27 H20 load with sizes as shown on the Drawings, and as manufactured by Oldcastle 28 Precast, Mansfield, TX, or approved equal. 29 2. Construction 30 a. Concrete for manholes and handholes shall have a 28-day compressive strength of 31 5000 PSI. Cement shall be Type 1 or III. Reinforcing steel shall be Grade 60 with 32 yield strength of 60,000 P.S. Design loadings shall be H-20-44 w/impact. 33 b. The top of all manholes shall be field removable and have stainless steel lifting eyes. 34 c. Duct bank entries into the manhole or handhole shall be centered on the entering wall, 35 and shall contain the appropriate number and size of duct terminators to match the 36 corresponding duct bank. 37 d. Each manhole and handhole shall have a minimum size of 12" x 12" x 2" deep 38 concrete sump in the middle of the floor of the manhole or handhole, or as shown on 39 the Drawings. 40 3. Manhole Covers 41 a. Unless otherwise shown on the Drawings, manhole and handhole covers shall be 42 heavy duty 36 in. machined gray iron, and AASHTO M306-04/ ASTM A48 CL35B 43 Min., 40,000-pound proof load value (Class H2O X 2.5) "True Traffic" load covers, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 260543-4 UNDERGROUND SYSTEM Page 4of8 1 complete with frame, and "Electric" or "Communication" raised lettering recessed 2 flush, as required, on the cover. Covers shall be V-1600-5, with drop handles as 3 manufactured by East Jordan Iron Works, Ardmore, OK 4 b. All castings shall be made In the USA, cast with the foundry's name, part number, 5 "Made in USA", and production date (example: mm/dd/yy). Castings without proper 6 markings will be rejected. Manufacturer shall certify that all castings conform to the 7 ASTM and AASHTO Designations as specified herein. All casting shall be true to 8 pattern in form and dimension, free from pouring faults, sponginess, cracks, blow 9 holes and other defects in positions affecting strength and value for the service 10 intended. Angles shall be filleted, and arises shall be sharp and true. 11 4. Access Hatch 12 a. Where access hatches are shown on the Drawings, hatches shall be heavy duty 13 aluminum, for H-20 load rating, sized as shown on the Drawings. Hatches shall be 14 CHS Series as manufactured by East Jordan Iron Works, Ardmore, OK. 15 b. Material shall be 6061-T6 aluminum for bars, angle and extrusions. 1/4" diamond plate 16 shall be 5066 aluminum. 17 c. Unit shall have a heavy duty pneumatic -spring, for ease of operation when opening 18 cover. Cover shall be counter -balanced so that one person can easily open the hatch 19 door. 20 d. Frame shall be of extruded aluminum with a continuous 11/4" anchor flange. A 21 dovetail groove shall be extruded into the seat of the frame with a 1/8" silicone gasket. 22 e. Hinges shall be of heavy-duty design, the material shall be grade 316 stainless steel, 23 with a 3/8" grade 316 stainless steel pin. Hinge shall be bolted to the channel frame 24 and diamond plate with grade 316 stainless steel bolts and nylon lock nuts. 25 Aluminum shall be supplied with mill finish. Exterior of frame which comes in 26 contact with concrete shall have one coat black primer. 27 f. Each hatch shall be supplied with a stainless steel slam lock, with the keyway 28 protected by a threaded aluminum plug. The plug shall be flush with the top of the 1/4" 29 diamond plate. The slam lock shall be fastened with grade 316 stainless steel bolts 30 and washers. 31 g. Each hatch shall be equipped with a stainless steel lift handle. Lift handles shall be 32 flush with top of diamond plate. 33 h. Each hatch shall be supplied with a 1 '/" threaded drain coupler on underside of 34 channel frame for pipe connection. 35 5. Hardware 36 a. Cable racks shall be of the heavy duty non-metallic type with arm lengths of 8", 14" 37 and 20", each supporting a load of not less than 250 lbs. at the outer end. Racks shall 38 be molded in one piece of U.L. listed glass reinforced nylon, Catalog CR36N with 39 RAO8N, RA14N and RA2ON arms as manufactured by Underground Devices Inc. 40 Northbrook, IL. Cable racks shall be secured to the manhole and walls by drilled, Hilti 41 HIT-HY 150 MAX epoxy anchoring system, with Hilti 316 stainless steel bolts. Arms 42 for racks shall be vertically spaced not greater than 24" on centers. 43 b. Pulling irons shall be of copolymer polypropylene coated'/" dia. cable, with a rated 44 pulling strength of 7500 lbs and a polyethylene pulling iron pocket, all recessed in the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 260543-5 UNDERGROUND SYSTEM Page 5 of 8 1 manhole wall opposite each duct entry. Pulling irons for handholes shall have the 2 pulling iron located in the floor of the handhole near the center of the handhole 3 opposite the duct entry. Pulling irons shall be as manufactured by M.A. Industries, 4 Inc. Peachtree, GA. or Bowco Industries, Portland OR. 5 c. Manhole and handhole ladders shall be constructed of fiberglass reinforced plastic, 6 safety yellow, 18" rung width with 12" rung spacing, Saferail as manufactured by 7 Strongwell Corp., Bristol, VA. Furnish a total of two ladders, each of a length 4' 8 greater than the deepest manhole in the underground system. 9 C. Polyethylene Warning Tape 10 1. Subject to compliance with the Contract Documents, the following Manufacturers are 11 acceptable: 12 a. Brady Detectable Identoline 13 b. Approved Equal 14 2. The listing of specific manufacturers above does not imply acceptance of their products 15 that do not meet the specified ratings, features and functions. Manufacturers listed above 16 are not relieved from meeting these specifications in their entirety. 17 3. Warning tape shall be red polyethylene film, 2 in minimum width, with embedded 18 metallic wire for location tracing. 19 PART 3 EXECUTION 20 3.01 GENERAL 21 A. The Contractor shall field verify the routing of all underground duct banks before placement. 22 He shall modify the routing as necessary to avoid underground utilities or above ground 23 objects. Modification or rerouting for the convenience of the Contractor, or to reduce the 24 length of duct run as designed, will not be permitted. The Contractor shall provide any 25 alternate routing of the duct banks to the Owner/Engineer and, after approval, shall proceed 26 with the installation. 27 B. All changes of direction, less than 20 degrees, shall be made using a hotbox, strictly in 28 conformance with the conduit manufacturer's instructions. Changes of direction greater than 29 20 degrees shall be accomplished using long radius bends of PVC coated rigid aluminum 30 conduit. 31 C. The Contractor shall saw cut and repair existing pavements above new and modified existing 32 duct banks. The Contractor shall provide the alternate routing of the duct banks to the 33 Owner/Engineer and after approval shall proceed with the installation. 34 D. Install raceways to drain away from buildings. Raceways between manholes or handholes 35 shall drain toward the manholes or handholes. Raceway slopes shall not be less than 3 in per 36 100 ft. 37 E. Reinforce raceway banks as shown on the Drawings. 38 F. A #4/0 stranded bare tinned copper ground conductor shall be installed along the top of the 39 sand fill, as shown on the Drawings, for the full length of each duct run between manholes and 40 handholes, and bonded to a ground rod in the vicinity of each manhole and handhole. 41 G. Lay raceway lines in trenches on compacted earth as specified herein. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 1 2 260543-6 UNDERGROUND SYSTEM Page 6 of 8 H. Use plastic spacers located not more than 4 ft apart to hold raceways in place. Spacers shall provide not Less than 2 inch clearance between raceways. 3 I. The minimum cover for raceway banks shall be 24 in unless otherwise permitted by the 4 Owner/Engineer. 5 J. Raceway terminations at all manholes, existing and new, shall be with terminator for PVC 6 conduit. 7 K. Blank duct plugs shall be used to seal the ends of all unused ducts in the duct system. Plugs 8 shall be installed at all locations where the ducts enter and leave the manholes or handholes, 9 and all entrances and exits to the underground system. 10 L. Where raceways enter or exit the Underground System, and the raceways rise to a higher 11 elevation upon entering or leaving the System, such raceways shall be tightly sealed at the 12 higher elevation, both before and after the installation of cables, such that there shall be no 13 entry of water or moisture to the Underground System at any time. Raceways shall be sealed 14 with 3M 1000NS Watertight Sealant, or approved equal. 15 M. No wire shall be pulled until the duct system has been completed in every detail. 16 N. Swab all raceways clean before installing cable. 17 O. Train cables in manholes and handholes and support and restrain them on cable racks. All 18 cables passing manhole duct entrances in the manhole or handhole shall pass above all duct 19 entrances. No cable shall pass in front of or below duct bank entrances. 20 P. Polyethylene Warning Tape shall be installed in the trench above each raceway or duct bank 21 and located at the elevations shown on the Drawings. 22 Q. The Contractor shall tag all underground conduits at all locations, exiting and entering from 23 underground, including manholes and handholes. 24 3.02 TRENCH EXCAVATION 25 A. The excavation shall extend to the width and depth as shown on the Drawings, or as specified, 26 and shall provide suitable room for installing manholes, handholes, ducts and appurtenances. 27 B. Furnish and place all sheeting, bracing and supports. 28 C. Excavation shall include material of every description and of whatever substance encountered, 29 regardless of the methods or equipment required to remove the material. Pavement shall be cut 30 with a saw, wheel or pneumatic chisel along straight lines before excavating. 31 D. The Contractor shall strip and stockpile topsoil from grassed areas crossed by trenches. At the 32 Contractor's option, topsoil may be otherwise disposed of and replaced, when required, with 33 approved topsoil of equal quality. 34 E. While excavating and backfilling is in progress, traffic shall be maintained, and all utilities and 35 other property protected, as provided for in the Contract Documents. 36 F. Materials shall be excavated to the depth indicated on the Drawings and in widths sufficient 37 for installing manholes and laying the ducts. Coordinate the trench width the Details shown on 38 the Drawings. The bottom of the excavations shall be firm and dry in all respects acceptable to 39 the Owner/Engineer. Trench width shall be a practical minimum, but not less than 6 inches 40 greater on each side, than the total duct section arrangement, including reinforcing steel. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 260543-7 UNDERGROUND SYSTEM Page 7 of 8 1 G. Excavation and dewatering shall be accomplished by methods which preserve the undisturbed 2 state of sub grade soils. The trench may be excavated by machinery to, or just below, the 3 designated sub grade, provided that material remaining in the bottom of the trench is no more 4 than slightly disturbed. Sub grade soils which become soft, loose or otherwise unsatisfactory 5 as a result of inadequate excavation, dewatering or other construction methods, shall be 6 removed and replaced by gravel fill, of aggregate as specified herein, as required by the 7 Owner/Engineer at the Contractor's expense. 8 3.03 EXCAVATION BELOW GRADE AND REFILL 9 A. Regardless of the nature of unstable material encountered, or the groundwater conditions, 10 trench and excavation drainage shall be complete and effective. 11 B. If deemed necessary by the Owner/Engineer, or as shown on the Drawings, the Contractor 12 shall be required to deposit pea gravel for duct bedding or gravel refill for excavation below 13 grade, directly on the bottom of the trench immediately after excavation has reached the proper 14 depth and before the bottom of the trench has become softened or disturbed by any cause 15 whatsoever. All excavation shall be made in open trenches. Gravel used for this purpose, shall 16 be aggregate, as specified that is < 1/2 the minimum clear spacing between electrical ducts, 17 and a maximum coarse aggregate size of 3/4-inch. 18 3.04 BACKFILLING 19 A. Remove from the excavation all materials which the Owner/Engineer may deem unsuitable for 20 backfilling. 21 B. Backfilling shall not commence until, not less than 48 hrs after placing of any concrete 22 embedment, have lapsed. 23 C. Where the duct banks are laid in the yard, the remainder of the trench, after the concrete cap, 24 shall be filled with common fill material, void of rock or other non -porous material, in layers 25 not to exceed 8-in in loose measure and compacted to 90% standard Proctor density at 26 optimum moisture content of +/- 4%. The backfill shall be mounded 6-in above the existing 27 grade or as directed by the Owner/Engineer. Where a grass, loam or gravel surface exists prior 28 to excavations in the yard, it shall be removed, conserved and replaced to the full original 29 depth as part of the work under the duct items. In some areas it may be necessary to remove 30 excess material during the cleanup process, so that the ground may be restored to its original 31 level and condition. 32 D. Where the duct banks are laid in paved areas or designated future paved areas, existing or 33 designated future structures, or other existing or future utilities, the remainder of the trench 34 above the encasement, shall be backfilled with select common fill or select fill material in 35 layers not to exceed 8-inches loose measure and compacted at optimum moisture content (+/- 36 3%) to 95 percent standard Proctor density. 37 E. Compaction shall be by use of hand or pneumatic tamping with tools weighing at least 20 lbs. 38 The material being spread and compacted shall be placed in layers not over 8-in loose thick. If 39 necessary, sprinkling shall be employed in conjunction with rolling or ramming. 40 F. Bituminous paving shall not be placed in backfill. 41 G. Water jetting will not be accepted as a means of consolidating or compacting backfill. 42 H. All road surfaces shall be broomed and hose -cleaned immediately after backfilling. Dust 43 control measures shall be employed at all times. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 260543-8 UNDERGROUND SYSTEM Page 8 of 8 1 3.05 RESTORING TRENCH AND ADJACENT SURFACES 2 A. In paved areas, the edge of the existing pavement to be removed shall be cut along straight 3 lines, and the pavement replaced with the same type and quality of the existing paving. 4 B. In sections where the duct bank passes through grassed areas, the Contractor shall, at his own 5 expense, remove and replace the sod, or shall loam and reseed the surface to the satisfaction of 6 the Owner/Engineer. 7 3.06 CLEANING 8 A. Remove all rubbish and debris from inside and around the underground system. Remove dirt, 9 dust, or concrete spatter from the interior and exterior of manholes, handholes and structures, 10 using brushes, vacuum cleaner, or clean, lint free rags. Do not use compressed air. 11 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 1 2 3 PART 1 GENERAL SECTION 26 24 16 PANELBOARDS 26 24 16 - 1 PANELBOARDS Page 1 of 5 4 1.01 SCOPE OF WORK 5 A. Furnish and install panelboard(s) as specified herein and as shown on the Drawings. 6 B. The provisions of this Section shall apply to all panelboards, except as indicated otherwise. 7 1.02 RELATED WORK 8 A. Section 26 00 00 Electrical — General Provisions 9 B. Section 26 05 29 Electrical Support Hardware 10 C. Section 26 05 73 Power System Study 11 D. Section 26 43 13 Low Voltage Surge Protective Devices (SPDs) 12 1.03 SUBMITTALS 13 A. Submittals shall be made in accordance with the requirements of Division 1, Section 26 00 00 14 and as specified herein. 15 B. Provide systems engineering to produce coordination curves, showing coordination between 16 breakers and/or fuses submitted, such that protective device coordination is accomplished. 17 Such curves and settings shall be included as a part of these submittals. 18 C. Submittals shall also contain information on related equipment to be furnished under this 19 Specification but described in the related Sections listed in the Related Work paragraph 20 above. Incomplete submittals not containing the required information on the related 21 equipment will also be returned unreviewed. 22 D. Shop Drawings and Product Data. The following information shall be submitted to the 23 Engineer: 24 1. Master drawing index 25 2. Front view elevation 26 3. Top view 27 4. Nameplate schedule 28 5. UL Listing of the completed assembly 29 6. Conduit entry/exit locations 30 7. Assembly ratings including: 31 a. Short-circuit rating 32 b. Voltage 33 c. Continuous current 34 8. Major component ratings including: 35 a. Voltage CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 262416-2 PANELBOARDS Page 2 of 5 1 b. Continuous current 2 c. Interrupting ratings 3 9. Descriptive bulletins 4 10. Product data sheets. 5 11. Cable terminal sizes. 6 E. Operation and Maintenance Manuals. 7 1. Operation and maintenance manuals shall include the following information: 8 a. Manufacturer's contact address and telephone number for parts and service. 9 b. Instruction books and/or leaflets 10 c. Recommended renewal parts list 11 d. Record Documents for the information required by the Submittals paragraph above. 12 1.04 REFERENCE CODES AND STANDARDS 13 A. The low voltage panelboard assembly and all components in this specification shall be 14 designed and manufactured according to latest revision of the following standards (unless 15 otherwise noted): 16 1. UL 67 - Panelboards 17 2. UL 50 - Cabinets and Boxes 18 3. NEMA PB-1 2006 - Panelboards 19 4. Fed. Spec. W-P-115C 20 1.05 QUALITY ASSURANCE 21 A. The manufacturer of this equipment shall have produced similar equipment for a minimum 22 period of ten (10) years. When requested by the Engineer, an acceptable list of installations 23 with similar equipment shall be provided demonstrating compliance with this requirement. 24 B. The manufacturer of the assembly shall be the manufacturer of the major components within 25 the assembly. All assemblies Shall be of the same manufacturer. Equipment that is 26 manufactured by a third party and "brand labeled" shall not be acceptable. 27 C. All components and material shall be new and of the latest field proven design and in current 28 production. Obsolete components or components scheduled for immediate discontinuation 29 shall not be used. 30 D. Equipment submitted shall fit within the space shown on the Drawings. Equipment which 31 does not fit within the space is not acceptable. 32 E. For the equipment specified herein, the manufacturer shall be ISO 9001 2000 certified. 33 F. Equipment submitted shall fit within the space shown on the Drawings. Equipment which 34 does not fit within the space is not acceptable. 35 1.06 JOBSITE DELIVERY, STORAGE AND HANDLING 36 A. Prior to jobsite delivery, the Contractor shall have successfully completed all submittal 37 requirements, and present to the Owner/Engineer upon delivery of the equipment, an CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 1 2 3 262416-3 PANELBOARDS Page 3 of 5 approved copy of all such submittals. Delivery of incomplete constructed equipment, onsite factory work, or failed factory tests will not be permitted. B. Equipment shall be handled and stored in accordance with manufacturer's instructions. 4 C. Equipment shall be stored indoors and protected from moisture, dust and other contaminants. 5 6 D. Equipment shall not be installed until the location is finished and protected from the elements. 7 1.07 WARRANTY 8 A. The Manufacturer shall warrant the equipment to be free from defects in material and 9 workmanship for 1 year from date of final acceptance of the equipment. Within such period 10 of warranty the Manufacturer shall promptly furnish all material and labor necessary to return 11 the equipment to new operating condition. Any warranty work requiring shipping or 12 transporting of the equipment shall be performed by the Contractor at no expense to the 13 Owner. 14 PART 2 PRODUCTS 15 2.01 MANUFACTURERS 16 A. Subject to compliance with the Contract Documents, the following Manufacturers are 17 acceptable. 18 1. General Electric 19 2. Eaton / Cutler Hammer 20 3. Square D 21 4. Siemens 22 B. The listing of specific manufacturers above does not imply acceptance of their products that 23 do not meet the specified ratings, features and functions. Manufacturers listed above are not 24 relieved from meeting these specifications in their entirety. 25 2.02 RATINGS 26 A. The service voltage, overall short circuit withstand and interrupting rating of the equipment 27 and components shall be as shown on the Drawings, except that the minimum interrupting 28 rating shall be 22,000 amperes. Panelboards employing series connected ratings for main, 29 feeder and branch devices shall not be used. 30 B Panelboards shall be UL listed and labeled as suitable for use as service equipment. 31 C. Where the panelboard is shown or specified to contain a surge protective device (SPD), the 32 complete panelboard, including the SPD, shall be UL67 listed. 33 D. Panelboards shall be designed for continuous operation, at rated current, in a 40 degree C 34 ambient. 35 E. For additional ratings and construction notes, refer to the Drawings. 36 2.03 CONSTRUCTION 37 A. General CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 1 2 262416-4 PANELBOARDS Page 4 of 5 1. Refer to the Drawings for actual layout and location of equipment and components, and other required details. 3 2. A nameplate shall be provided listing manufacturer's name, panel type and rating. 4 Nameplates shall be engraved, laminated impact acrylic, matte finish, not less than 5 1/16-in thick by 3/4-in by 2-1/2-in, Rowmark 322402, or equal. Nameplates shall be 6 attached to all enclosures with RTV silicone as manufactured by 3M or approved equal. 7 Prior to installing the nameplates, the metal surface shall be thoroughly cleaned with 70% 8 alcohol until all residue has been removed. 9 B. Enclosure 10 1. Enclosures shall be in accordance with the Area Classification and Enclosure Types as 11 specified in Section 26 00 00 Electrical — General Provisions. 12 2. Where panelboards are shown or specified to include an SPD, the panelboard 13 manufacturer shall be the manufacturer of the Type 2 SPD, and the SPD shall be located 14 within the panelboard, unless otherwise shown on the Drawings. Refer to Section 26 43 15 13 for specifications of the SPDs, and the required submittals to be included under this 16 Section. Submittals not containing the required information in Section 26 43 13 will be 17 returned unreviewed. 18 3. At least four studs for mounting the panelboard interior shall be furnished 19 C. Trim 20 1. Hinged doors covering all circuit breaker handles shall be included in all panel trims. 21 2. Doors shall have semi flush type cylinder lock and catch, except that doors over 48 in. in 22 height shall have a vault handle and 3 point catch, complete with lock, arranged to fasten 23 door at top, bottom and center. Door hinges shall be concealed. Furnish two keys for 24 each lock. All locks shall be keyed alike; directory frame and card having a transparent 25 cover shall be furnished on each door. 26 3. Trims for flush panels shall overlap the box by at least 3/4 inch all around. Surface trims 27 shall have the same width and height as the box. 28 D. Interiors 29 1. All interiors shall be completely factory assembled with circuit breakers, wire connectors, 30 etc. All wire connectors, except screw terminals, shall be of the anti turn solderless type 31 and all shall be suitable for copper wire of the sizes indicated. 32 33 2. The SPD shall be installed immediately following the load side of the main breaker. 34 SPDs installed in main lug only panelboards shall be installed immediately following the 35 incoming main lugs. The SPD shall be interfaced to the panelboard via a direct bus bar 36 connection. The SPD shall not limit the use of through -feed lugs, sub -feed lugs, and sub- 37 feed breaker options. See Section 26 43 13 for additional requirements. 38 3. Interiors shall be so designed that circuit breakers can be replaced without disturbing 39 adjacent units and without removing the main bus connectors and shall be so designed 40 that circuits may be changed without machining, drilling or tapping. 41 4. Branch circuits shall be arranged using double row construction except when narrow 42 column panels are indicated. Branch circuits shall be numbered by the manufacturer. 43 E. Busses CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 26 24 16- 5 PANELBOARDS Page 5 of 5 1 1. All busses, including neutral busses and ground bars, shall be of tin plated copper. 2 Neutral busses shall be full size. Phase bussing shall be full height without reduction. 3 Cross connectors shall be tin plated copper. 4 2. Neutral bussing shall have a suitable lug for each outgoing feeder requiring a neutral 5 connection. 6 3. Spaces for future circuit breakers shall be bussed for the maximum device that can be 7 fitted into them. 8 4. Equipment ground bars, of tin-plated copper, shall be furnished. 9 2.04 CIRCUIT BREAKERS 10 A. Panelboards shall be equipped with circuit breakers with frame size and trip settings as shown 11 on the Drawings. 12 B. Circuit breakers shall be molded case, bolt -on type. 13 C. Each circuit breaker used in 120/208 Volt, 3 phase, or 120/240 volt 1 phase, panelboards 14 shall have an interrupting capacity of not less than 22,000 Amps, RMS symmetrical. 15 D. Each circuit breaker used in 277/480 Volt and 480 Volt panelboards shall have an 16 interrupting capacity of not less than 65,000 Amps, RMS symmetrical. 17 E. Circuit breakers shall be as manufactured by the panelboard manufacturer. 18 PART 3 EXECUTION 19 3.01 PREPARATION (NOT USED) 20 3.02 INSTALLATION 21 A. Mount boxes for surface mounted panelboards so there is at least 1/2 inch air space between 22 the box and the wall. 23 B. Connect panelboard branch circuit loads so that the load is distributed as equally as possible 24 between the phase busses. 25 C. Type circuit directories giving location and nature of load served. Install circuit directories in 26 each panelboard. 27 28 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 1 2 3 4 PART 1 GENERAL 26 27 26 - 1 LIGHT SWITCHES AND RECEPTACLES Page 1 of 5 SECTION 26 27 26 LIGHT SWITCHES AND RECEPTACLES 5 1.01 SCOPE OF WORK 6 A. Furnish all labor, materials, equipment and install wiring devices as shown on the Drawings 7 and as specified herein. 8 B. Provide all interconnecting conduit and branch circuit wiring for receptacle circuits in 9 accordance with the NEC. 10 1.02 RELATED WORK 11 A. Section 26 00 00 Electrical — General Provisions 12 B. Section 26 05 29 Electrical Support Hardware 13 C. Section 26 05 33 Raceways, Boxes and Fittings 14 D. Section 26 05 19 Wires and Cables (600 Volt Maximum) 15 1.03 SUBMITTALS 16 A. Shop Drawings 17 1. Submit catalog data of all switches, receptacles and other specified items under this 18 Section, with all options, application locations and exceptions clearly indicated. 19 1.04 REFERENCE STANDARDS 20 A. Wiring devices shall comply with the requirements of the National Electrical Code (NEC) and 21 shall be Underwriters Laboratories (UL) labeled. 22 1.05 QUALITY ASSURANCE 23 A. The manufacturer of these materials shall have produced similar electrical materials and 24 equipment for a minimum period of five (5) years. When requested by the Owner/Engineer, an 25 acceptable list of installations with similar equipment shall be provided demonstrating 26 compliance with this requirement. 27 B. The manufacturer of the assembly shall be the manufacturer of the major components within 28 the assembly. All assemblies shall be of the same manufacturer. 29 1.06 JOBSITE DELIVERY, STORAGE AND HANDLING 30 A. Prior to jobsite delivery, the Contractor shall have successfully completed all submittal 31 requirements, and present to the Owner/Engineer upon delivery of the equipment, an approved 32 copy of all such submittals. Delivery of incomplete constructed equipment, or equipment 33 which failed any factory tests, will not be permitted., 34 B. Equipment shall be handled and stored in accordance with manufacturer's instructions. 35 C. Equipment shall be stored indoors and protected from moisture, dust and other contaminants. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 262726-2 LIGHT SWITCHES AND RECEPTACLES Page 2 of 5 1 D. Equipment shall not be installed until the location is finished and protected from the elements. 2 1.07 WARRANTY 3 A. The Manufacturer shall warrant the equipment to be free from defects in material and 4 workmanship for 1 year from date of final acceptance of the equipment. Within such period of 5 warranty the Manufacturer shall promptly furnish all material and labor necessary to return the 6 equipment to new operating condition. 7 PART 2 PRODUCTS 8 2.01 MANUFACTURERS 9 A. Subject to compliance with the Contract Documents, the Manufacturers listed in each product 10 category are acceptable. 11 B. The listing of specific manufacturers does not imply acceptance of their products that do not 12 meet the specified ratings, features and functions. Manufacturers listed are not relieved from 13 meeting these specifications in their entirety. 14 2.02 RATINGS 15 A. The service voltage, shall be as shown on the Drawings. The overall short circuit withstand 16 and interrupting rating of the equipment and devices shall be equal to or greater than the 17 overall short circuit withstand and interrupting rating of the feeder device immediately 18 upstream of the equipment. 19 2.03 MATERIALS 20 A. Wall switches shall be heavy duty, industrial specification grade, toggle action, flush mounting 21 quiet type. All switches shall conform to the latest revision of Federal Specification WS 896. 22 Wall switches shall be of the following types and manufacturer: 23 1. Single pole, 20 Amp, 120/277 Volt - Cooper, Catalog No. 2221V, similar to Hubbell, Inc.; 24 Pass & Seymour, Inc. or equal. 25 2. Double pole, 20 Amp, 120/277 Volt - Cooper, Catalog No. 2222V, similar by Hubbell, 26 Inc.; Pass & Seymour, Inc. or equal. 27 3. Three way, 20 Amp, 120/277 Volt - Cooper, Catalog No. 2223V, similar by Hubbell, Inc.; 28 Pass & Seymour, Inc. or equal. 29 4. Four way, 20 Amp, 120/277 Volt - Cooper, Catalog No. 2224V, similar by Hubbell, Inc.; 30 Pass & Seymour, Inc. or equal. 31 B. Receptacles shall be heavy duty, corrosion resistant, specification grade of the following types 32 and manufacturer or equal. Receptacles shall conform to Fed Spec WC596. 33 1. Duplex, 20 Amp, 125 Volt, 2 Pole, 3 Wire Grounding, high impact, arc and moisture 34 resistant yellow nylon construction, heavy nickel plating on metal parts; Cooper, Catalog 35 No. 5362CRY, similar by Hubbell, Inc.; Pass & Seymour, Inc. or equal. 36 2. Weatherproof/corrosion resistant single, 20 Amp, 125 Volt, 2 Pole, 3 Wire Grounding 37 Receptacle, as specified above, with polycarbonate while -in -use weatherproof cover, 38 Crouse -Hinds Catalog No. TP7491, or similar by Thomas & Betts or equal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 1 E. Device Plates 2 3 262726-3 LIGHT SWITCHES AND RECEPTACLES Page 3 of 5 1. Plates for indoor flush mounted devices shall be of the required number of gangs for the application involved and shall be as follows: 4 a. Where permitted in other areas of the plant, flush mounted devices in cement block 5 construction shall be Type 302 high nickel (18-8) stainless steel of the same 6 manufacturer as the devices. 7 2. Plates for indoor surface mounted device boxes shall be cast metal of the same material as 8 the box, Crouse -Hinds No. DS23G and DS32G, or equal. 9 3. Oversized plates shall be installed where standard plates do not fully cover the wall 10 opening. 11 4. Device plates for switches mounted outdoors or indicated as weatherproof shall be 12 gasketed, cast aluminum with provisions for padlocking switches "On" and "Off', Crouse 13 Hinds No. DS 185, or equal. 14 5. Multiple surface mounted devices shall be ganged in a single, common box and provided 15 with an adapter, if necessary, to allow mounting of single gang device plates on multigang 16 cast boxes. 17 6. Engraved device plates shall be provided where required. 18 7. Weatherproof, gasketed cover for GFI receptacle mounted in a FS/FD box shall be 19 Cooper, Catalog No. 4501-FS, similar by Hubbell, Inc.; Pass & Seymour, Inc. or equal. 20 F. Three Phase Power Receptacles 21 1. Three phase power receptacles and plugs shall be rated for the voltage and current ratings 22 of the connected load unless otherwise shown on the Drawings. 23 2. Receptacles and plug housings shall be constructed of copper free aluminum listed to UL 24 standard 498 for watertight construction. Hardware shall be stainless steel. 25 3. Performance 26 a. Maximum working voltage: 600 Volts RMS. 27 b. Dielectric withstand voltage: 3000 Volts. 28 c. Full load break capability at rated current. 29 d. 5000 connect/disconnect cycles at rated voltage and current. 30 4. Furnish and install one mating plug with each receptacle. 31 5. Provide the following features: 32 a. Color coded by voltage. 33 b. One piece housing/angled backbox 34 c. Shrouded pins 35 d. Self closing gasketed cover. 36 e. Watertight cable entrances/stress relief grips. 37 f. Mating keys. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 262726-4 LIGHT SWITCHES AND RECEPTACLES Page 4 of 5 1 6. Acceptable manufacturers: 2 a. Hubbell (North American Rated Series II) 3 b. General Electric 4 c. Cooper 5 d. Meltric 6 7 G. Interlocked Three Phase Power Receptacles 8 1. Interlocked three phase power receptacles shall include a combination receptacle and a 9 mechanically interlocked disconnect switch. The two units shall be interlocked to prevent 10 removal or insertion of the plug unless the switch is in the OFF position. 11 2. Provide a matching plug for every unit furnished. 12 3. Switch, power receptacle and mating plug shall be constructed of copper free aluminum. 13 4. Assembly shall be listed to UL Standard 498 for watertight- construction. 14 5. Hardware shall be stainless steel. 15 6. Performance: 16 a. Maximum working voltage: 600 Volts RMS. 17 b. Dielectric withstand voltage: 3000 Volts. 18 c. Full load break capability at rated current. 19 d. 5000 connect/disconnect cycles at rated voltage and current. 20 7. Provide the following features: 21 a. Color coded by voltage. 22 b. One piece housing/angled backbox 23 c. Shrouded pins 24 d. Self closing gasketed cover. 25 e. Watertight cable entrances/stress relief grips. 26 f. Mating keys. 27 8. The disconnect switch shall be unfused or fused, as shown on the Drawings, with ratings 28 as hereinbefore specified. Provide lockout provisions on the disconnect switch handle. 29 9. Acceptable manufacturers: 30 a. Crouse -Hinds 31 b. Appleton 32 c. Killark 33 d. Hubbell 34 H. 30 Amp, 480 Volt Receptacles 35 1. Subject to compliance with the Contract Documents, the following Manufacturers are 36 acceptable: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 262726-5 LIGHT SWITCHES AND RECEPTACLES Page 5 of 5 1 a. Crouse Hinds Arktite style 2, Catalog No. ARE 3423 2 2. The listing of specific manufacturers above does not imply acceptance of their products 3 that do not meet the specified ratings, features and functions. Manufacturers listed above 4 are not relieved from meeting these specifications in their entirety. 5 6 3. 30 Amp, 480 Volt receptacles shall be 3 Pole, 4 Wire, grounding pin and sleeve type, with circuit breaking capability. 7 4. Furnish and install one matching plug for each receptacle shown on the Drawings. 8 PART 3 EXECUTION 9 3.01 INSTALLATION 10 A. Switches and receptacles shall be installed flush with the finished wall surfaces in areas with 11 stud frame and gypboard construction, in dry areas with cement block construction or when 12 raceways are shown as concealed on the Drawings. 13 B. Do not install flush mounted devices in areas designated DAMP, WET or WET/CORROSIVE 14 on the Drawings. Provide surface mounted devices in these areas. 15 C. Provide weatherproof devices covers in areas designated WET or WET/CORROSIVE on the 16 Drawings. 17 D. Unless otherwise shown on the Drawings, wall switches and other wall mounted controls shall 18 be installed at 4'-6" AFF. 19 E. Convenience receptacles shall be 12-in above the floor unless otherwise required. 20 F. Convenience receptacles installed outdoors and in rooms where equipment may be hosed 21 down shall be 36-in above floor or grade. Switches shall be ganged together under one cover 22 plate. 23 G. The location of all devices is shown, in general, on the Drawings and may be varied within 24 reasonable limits so as to avoid any piping or other obstruction without extra cost, subject to 25 the approval of the Owner. Coordinate the installation of the devices for piping and 26 equipment clearance. 27 3.02 FIELD QUALITY CONTROL 28 A. Test wiring devices to ensure electrical continuity of grounding. Energize the circuit to 29 demonstrate compliance with the requirements. 30 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 262816-1 LOW VOLTAGE ENCLOSED CIRCUIT BREAKERS AND DISCONNECT SWICHES Page 1 of 8 1 SECTION 26 28 16 2 LOW VOLTAGE ENCLOSED CIRCUIT BREAKERS AND DISCONNECT SWITCHES 3 PART1 GENERAL 4 1.01 SCOPE OF WORK 5 A. The Contractor shall furnish and install low voltage enclosed circuit breakers and disconnect 6 switches, together with appurtenances, complete and operable, as specified herein and as 7 shown on the Contract Drawings. 8 1.02 RELATED WORK 9 A. Section 26 00 00 Electrical — General Provisions 10 B. Section 26 05 29 Electrical Support Hardware 11 C. Section 26 05 73 Power System Study 12 1.03 SUBMITTALS 13 A. Submittals shall be made in accordance with the requirements of Division 1, Section 26 00 14 00 and as specified herein. 15 B. Submittals for equipment and materials, furnished under this Section of the Specifications, 16 will not be accepted prior to approval of the Power System Study specified under Section 26 17 05 73. Submittals made prior to such approval will be returned unreviewed. 18 C. Submittals shall also contain information on related equipment to be furnished under this 19 Specification but described in the related Sections listed in the Related Work paragraph 20 above. Incomplete submittals not containing the required information on the related 21 equipment will also be returned unreviewed. 22 D. The original equipment manufacturer shall create all equipment shop drawings, including all 23 wiring diagrams, in the manufacturer's Engineering department. All equipment shop 24 drawings shall bear the original equipment manufacturer's logo, drawing file numbers, and 25 shall be maintained on file in the original equipment manufacturer's archive file system. 26 Photocopies of the Engineer's ladder schematics are unacceptable as shop drawings. 27 E. Submit to the Owner/Engineer, shop drawings and product data, for the following: 28 1. Product data sheets and catalog numbers for overcurrent protective trip devices on circuit 29 breakers and switches, relaying, meters, pilot lights, etc. The manufacturer's name shall 30 be clearly visible on the each cut sheet submitted. List all options, trip adjustments and 31 accessories furnished specifically for this project. 32 2. Provide control systems engineering to produce custom unit elementary drawings 33 showing interwiring and interlocking between components and to remotely mounted 34 devices. Include and identify all connecting equipment and remote devices on the 35 schematics. The notation "Remote Device" will not be acceptable. Show wire and 36 terminal numbers. Indicate special identifications for electrical devices per the 37 Drawings. 38 3. Provide plan and elevation drawings of each controller or enclosure, with dimensions, 39 exterior and interior views, showing component layouts, controls, terminal blocks, etc.. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 262816-2 LOW VOLTAGE ENCLOSED CIRCUIT BREAKERS AND DISCONNECT SWICHES Page 2 of 8 1 4. Schematic diagram 2 5. Nameplate schedule 3 6. UL Listing of the completed assembly. 4 7. Component list with detailed component information, including original manufacturer's 5 part number. 6 8. Conduit entry/exit locations 7 9. Assembly ratings including: 8 a. Short-circuit rating 9 b. Voltage 10 c. Continuous current 11 10. Major component ratings including: 12 a. Voltage 13 b. Continuous current 14 c. Interrupting ratings 15 11. Number and size of cables per phase, neutral if present, ground and all cable terminal 16 sizes. 17 12. Instruction and renewal parts books. 18 F. Factory Tests. Submittals shall be made for factory tests specified herein. 19 G. Field Test Reports. Submittals shall be made for field tests specified herein. 20 H. Operation and Maintenance Manuals. 21 1. Operation and maintenance manuals shall include the following information: 22 a. Manufacturer's contact address and telephone number for parts and service. 23 b. Instruction books and/or leaflets 24 C. Recommended renewal parts list 25 d. Record Documents for the information required by the Submittals paragraph above. 26 1.04 REFERENCE CODES AND STANDARDS 27 A. All products and components shown on the Drawings and Listed in this specification shall be 28 designed and manufactured according to latest revision of the following standards (unless 29 otherwise noted): 30 1. NEMA Standard AB 1 — Molded Case Circuit Breakers, Molded Case Switches and 31 Circuit Breaker Enclosures 32 2. NFPA 70 — National Electrical Code (NEC) 33 3. NFPA 70E — Standard For Electrical Safety in the Workplace 34 4. IEEE 242 — Protection and Coordination of Industrial and Commercial Power Systems 35 5. IEEE 399 — Power Systems Analysis CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 262816-3 LOW VOLTAGE ENCLOSED CIRCUIT BREAKERS AND DISCONNECT SWICHES Page 3 of 8 1 6. UL 489 — Molded Case Circuit Breakers and Circuit Breaker Enclosures 2 7. UL 1066 — Low Voltage AC and DC Power Circuit Breakers Used in Enclosures. 3 B. All equipment components and completed assemblies specified in this Section of the 4 Specifications shall bear the appropriate label of Underwriters Laboratories. 5 1.05 QUALITY ASSURANCE 6 A. The manufacturer of this equipment shall have produced similar equipment for a minimum 7 period of ten (10) years. When requested by the Engineer, an acceptable list of installations 8 with similar equipment shall be provided demonstrating compliance with this requirement. 9 B. The manufacturer of the assembly shall be the manufacturer of the major components within 10 the assembly. All assemblies shall be of the same manufacturer. Equipment that is 11 manufactured by a third party and "brand labeled" shall not be acceptable. 12 C. All components and material shall be new and of the latest field proven design and in current 13 production. Obsolete components or components scheduled for immediate discontinuation 14 shall not be used. 15 D. Equipment submitted shall fit within the space shown on the Drawings. Equipment which 16 does not fit within the space is not acceptable. 17 E. For the equipment specified herein, the manufacturer shall be ISO 9001 2000 certified. 18 F. Equipment submitted shall fit within the space shown on the Drawings. Equipment which 19 does not fit within the space is not acceptable. 20 1.06 JOBSITE DELIVERY, STORAGE AND HANDLING 21 A. Prior to jobsite delivery, the Contractor shall have successfully completed all submittal 22 requirements, and present to the Owner/Engineer upon delivery of the equipment, an 23 approved copy of all such submittals. Delivery of incomplete constructed equipment, or 24 equipment which failed any factory tests, will not be permitted., 25 B. Equipment shall be handled and stored in accordance with manufacturer's instructions. 26 C. Equipment shall be stored indoors and protected from moisture, dust and other contaminants. 27 D. Equipment shall not be installed until the location is finished and protected from the 28 elements. 29 1.07 WARRANTY 30 A. The Manufacturer shall warrant the equipment to be free from defects in material and 31 workmanship for 1 year from date of final acceptance of the equipment. Within such period 32 of warranty the Manufacturer shall promptly furnish all material and labor necessary to 33 return the equipment to new operating condition. Any warranty work requiring shipping or 34 transporting of the equipment or components shall be performed by the Contractor at no 35 expense to the Owner. 36 PART 2 PRODUCTS 37 2.01 MANUFACTURERS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside 1II & IV Water Main Connection City Project No. 01988 26 28 16 - 4 LOW VOLTAGE ENCLOSED CIRCUIT BREAKERS AND DISCONNECT SWICHES Page 4 of 8 1 A. Subject to compliance with the Contract Documents, the following Manufacturers are 2 acceptable: 3 1. Cutler Hammer 4 2. General Electric Co. 5 3. Square D 6 4. Siemens 7 B. The listing of specific manufacturers above does not imply acceptance of their products that 8 do not meet the specified ratings, features and functions. Manufacturers listed above are not 9 relieved from meeting these specifications in their entirety. 10 C. All equipment furnished under this Section shall be of the same manufacturer. 11 2.02 RATINGS 12 A. The service voltage, shall be as shown on the Drawings. The overall short circuit withstand 13 and interrupting rating of the equipment and devices shall be equal to or greater than the 14 overall short circuit withstand and interrupting rating of the feeder device immediately 15 upstream of the circuit breaker or switch. Systems employing series connected ratings for 16 main and feeder devices shall not be used. 17 B. Circuit breakers, safety switches and associated devices shall be designed for continuous 18 operation at rated current in a 40 degree C ambient temperature. 19 C. For additional ratings and construction notes, refer to the Drawings. 20 2.03 CONSTRUCTION 21 A. General 22 1. Refer to Drawings for: actual layout and location of equipment and components; current 23 ratings of devices, components; protective relays, voltage ratings of devices, components 24 and assemblies; and other required details. 25 2. Furnish lugs for incoming wiring, sizes as shown on the Drawings. Allow adequate 26 clearance for bending and terminating of cable size and type specified. 27 3. Built in control stations and indicating lights shall be furnished where shown on the 28 Drawings. 29 4. Furnish nameplates for each device as indicated in Drawings. Nameplates shall be 30 engraved, laminated impact acrylic, matte finish, not less than 1/16-in thick by 3/4-in by 31 2-1/2-in, Rowmark 322402. Nameplates shall be attached to all enclosures with RTV 32 silicone as manufactured by 3M or approved equal. Prior to installing the nameplates, the 33 metal surface shall be thoroughly cleaned with 70% alcohol until all residue has been 34 removed. 35 B. Enclosures 36 1. Provide NEMA 7, 4X, cast aluminum enclosures for indoor/outdoor use in hazardous 37 (classified as Class 1, Division 1, Groups B, C and D), as defined in NFPA 70. 38 2. Provide Non-metallic type NEMA 4X enclosures, of PVC or fiberglass reinforced 39 polyester, for Chlorine, Caustic and other Chemical Rooms. Fiberglass enclosures shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 262816-5 LOW VOLTAGE ENCLOSED CIRCUIT BREAKERS AND DISCONNECT SWICHES Page 5 of 8 1 not be used in the presence of sodium hypochlorite. 2 3. Provide NEMA 12 enclosures, unless otherwise specified herein, or shown on the 3 Drawings, for all dry, indoor above grade locations. These areas shall be limited to 4 electrical rooms, administration areas, control rooms and storage rooms. 5 4. Provide NEMA 4X Aluminum Enclosures where specifically designated herein or shown 6 on the Drawings. 7 5. Provide NEMA 4X 316 Stainless Steel enclosures for all other areas, unless specifically 8 stated otherwise, or shown on the Drawings. 9 6. NEMA Types 1 or 1A enclosures will not be permitted, unless specifically stated in the 10 Specification for the equipment, or shown on the Drawings. 11 7. All doors shall be continuous hinge and shall be lockable. 12 8. Provide a flange mounted, or through the door, disconnect operating handle with 13 mechanical interlock having a bypass that will allow the enclosure door to open only 14 when the circuit breaker or switch is in the OFF position. The circuit breaker or switch 15 shall have the capability of being bypassed after the door has been opened. 16 C. Internal Wiring 17 1. Wiring: Stranded tinned copper, minimum size No. 14 AWG, with 600 Volt, 90 degree 18 C, flame retardant, Type MTW thermoplastic insulation, NEMA Class II, Type B wiring. 19 , Line side power wiring shall be sized for the full rating or frame size of the connected 20 device. 21 2. All wiring shall be tagged and coded with an identification number as shown on the 22 Drawings. Coding shall be typed on a heat shrinkable tube applied to each end showing 23 origination and destination of each wire. The marking shall be permanent, non -smearing, 24 solvent -resistant type similar to Raychem TMS-SCE, or equal. 25 3. All wiring shall be neatly bundled with tie wraps and supported to wire way supports. 26 Control wiring shall be bundled separately from power wiring. In addition, low signal 27 wiring (millivolt and milliamp) shall be bundle separately from the rest of the control 28 wiring. 29 D. Field Installed Internal Wiring 30 1. Field installed interior wiring shall be neatly grouped by circuit and bound by plastic tie 31 wraps. Circuit groups shall be supported so that circuit terminations are not stressed. In 32 addition, low signal wiring (millivolt and milliamp) shall be bundle separately from the 33 rest of the control wiring. 34 2. All field wiring shall be tagged and coded with an identification number. Coding shall be 35 typed on a heat shrinkable tube applied to each end of the wire. The marking shall be a 36 permanent, non -smearing, solvent -resistant type similar to Raychem TMS-SCE, or equal 37 3. In general, all conduit entering or leaving equipment shall be stubbed up into the bottom 38 of the enclosure directly below the area in which the conductors are to be terminated, or 39 from the top if shown on the Drawings. Conduits shall not enter the side unless 40 approved in writing by the Owner/Engineer. 41 2.04 CIRCUIT BREAKERS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 262816-6 LOW VOLTAGE ENCLOSED CIRCUIT BREAKERS AND DISCONNECT SWICHES Page 6 of 8 1 A. Insulated Case Circuit Breakers (KCB's) 2 1. Unless otherwise shown on the Drawings, circuit breakers, larger than a 2000 ampere 3 rating, shall be insulated case (ICCB), 3 Pole, 600 Volt, fixed type, with stored energy 4 closing mechanism. 5 2. Breakers shall be manually operated unless indicated as electrically operated (EO) on the 6 Drawings. 7 8 3. All insulated case circuit breakers shall have a minimum symmetrical interrupting 9 capacity of 65,000 amperes, with individual interrupting capacity as shown on the 10 Drawings. To ensure a selective system, all circuit breakers shall have 30-cycle short- 11 time withstand ratings equal to 18 times their frame ratings. Insulated case circuit 12 breakers without an instantaneous trip element adjustment shall be equipped with a fixed 13 internal instantaneous override set at the upper limit. 14 4. All insulated case circuit breakers shall be constructed and tested in accordance with UL 15 1066. The circuit breakers shall carry a UL label. 16 5. All insulated case circuit breakers shall have an adjustable long time pickup, and delay; 17 adjustable short time pickup and delay; short time i2t switch; high range instantaneous 18 (fixed at the breaker's short -time withstand rating), and overload, short circuit. 19 B. Molded Case Circuit Breakers (MCCB's) 20 1. Unless otherwise shown on the Drawings, circuit breakers 225 ampere frame rating and 21 larger, shall be molded case (MCCB), 3 Pole, 600 Volt, fixed type, with stored energy 22 closing mechanism. Breakers shall be manually operated unless indicated as electrically 23 operated (EO) on the Drawings. Trip device shall be solid state with adjustable long time 24 pickup, and delay; adjustable short time pickup and delay; short time i2t switch. 25 2. Unless otherwise shown on the Drawings, circuit breakers less than 225 ampere frame 26 rating shall be molded case, 3 Pole, 600 Volt, fixed type, manually operated with stored 27 energy closing mechanism. Circuit breakers shall have inverse time and instantaneous 28 tripping characteristics. 29 2.05 DISCONNECT SWITCHES 30 A. Disconnect switches shall be heavy duty, quick make, quick break, visible blades, 600 Volt, 31 3 Pole with full cover interlock, interlock defeat and flange mounted operating handle. 32 2.06 FUSED DISCONNECT SWITCHES 33 A. Fused disconnect switches shall be heavy duty, quick make, quick break, visible blades, 600 34 Volt, 3 Pole with full cover interlock, interlock defeat and flange mounted operating handle. 35 B. Fuses shall be rejection type, 600 Volts, 200,000 A.I.C., dual element, time delay, Bussman 36 Fusetron, Class RK 5 or equal. 37 38 2.07 MOTOR ISOLATION SWITCHES 39 A. For motors up to and including 100 HP, the isolating switch shall be a horsepower rated, 40 quick make, quick break, visible blades, 600 Volt, 3 pole motor circuit switch, in an 41 enclosure as listed above and sized for the motor as shown on the Drawings. The switch shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 26 28 16- 7 LOW VOLTAGE ENCLOSED CIRCUIT BREAKERS AND DISCONNECT SWICHES Page 7 of 8 1 be plainly marked "Do not operate under load". 2 B. Where a switch status auxiliary contact is shown on the Drawings, the auxiliary contact shall 3 be early break (opens before the switch is opened) and early make (closes before the switch 4 is closed). The auxiliary contact shall be rated 5A at 480V. 5 2.08 SPARE PARTS 6 A. Provide the following spare parts: 7 1. 3 — Fuses of each type used. 8 B. Spare parts shall be boxed or packaged for long term storage and clearly identified on the 9 exterior of package. Identify each item with manufacturers name, description and part 10 number 11 2.09 FACTORY TESTING 12 A. The circuit breakers and disconnects shall be completely assembled, wired, and adjusted at 13 the factory and shall be given the manufacturer's routine shop tests and any other additional 14 operational test to insure the workability and reliable operation of the equipment. 15 B. Factory test equipment and test methods shall conform with the latest applicable 16 requirements of ANSI, IEEE, UL, and NEMA standards, and shall be subject to the 17 Owner/Engineer's approval. 18 PART 3 EXECUTION 19 3.01 INSTALLER'S QUALIFICATIONS 20 A. Installer shall be specialized in installing low voltage circuit breakers and disconnect 21 switches with minimum 5 years documented experience. Experience documentation shall be 22 submitted for approval prior to beginning work on this project. 23 3.02 EXAMINATION 24 A. Examine installation area to assure there is enough clearance to install the equipment. 25 B. Verify that the equipment is ready to install. 26 C. Verify field measurements are as instructed by manufacturer. 27 3.03 INSTALLATION 28 A. The Contractor shall install all equipment per the manufacturer's recommendations and 29 Contract Drawings. 30 B. Install required safety labels. 31 3.04 FIELD QUALITY CONTROL 32 A. Inspect installed equipment for anchoring, alignment, grounding and physical damage. 33 B. Check tightness of all accessible electrical connections. Minimum acceptable values are 34 specified in manufacturer's instructions. 35 3.05 FIELD ADJUSTING CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 262816-8 LOW VOLTAGE ENCLOSED CIRCUIT BREAKERS AND DISCONNECT SWICHES Page 8 of 8 1 A. Adjust all circuit breakers, switches, access doors, operating handles for free mechanical and 2 electrical operation as described in manufacturer's instructions. 3 B. The Power Monitoring and Protective Devices shall be set in the field by a qualified 4 representative of the manufacturer, retained by the Contractor, in accordance with settings 5 designated in a coordinated study of the system as required in Section 26 05 73 Power 6 System Study. All such settings, including the application of arc flash labels, shall have been 7 made and Approved by the Owner/Engineer, prior to energizing of the equipment. 8 3.06 FIELD TESTING 9 A. Perform all electrical field tests recommended by the manufacturer. Disconnect all 10 connections to solid-state equipment prior to testing. 11 B. Megger and record phase to phase and phase to ground insulation resistance. Megger, for 1 12 minute, at minimum voltage of 1000 VDC. Measured Insulation resistance shall be at least 13 100 megohms. In no case shall the manufacturer's maximum test voltages be exceeded. 14 C. Test the ground fault protection system using a high current injection method. 15 D. Test the rating plug for correct rating. 16 3.07 CLEANING 17 A. Remove all rubbish and debris from inside and around the equipment. Remove dirt, dust, or 18 concrete spatter from the interior and exterior of the equipment using brushes, vacuum 19 cleaner, or clean, lint free rags. Do not use compressed air. 20 3.08 EQUIPMENT PROTECTION AND RESTORATION 21 A. Touch-up and restore damaged surfaces to factory finish, as approved by the manufacturer. If 22 the damaged surface cannot be returned to factory specification, the surface shall be 23 replaced. 24 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 26 43 13 - 1 LOW VOLTAGE AC SURGE PROTECTIVE DEVICES (SPDs) Page 1 of 8 1 SECTION 26 43 13 2 LOW VOLTAGE AC SURGE PROTECTIVE DEVICES (SPDs) 3 PART 1 GENERAL 4 1.01 SCOPE OF WORK 5 A. This Section of the Specifications describes the requirements for low voltage AC surge 6 protective devices (SPDs), to be furnished under other Sections of the Specifications as listed 7 in the Related Work paragraph of this Section. 8 B. All equipment described herein shall be submitted, and factory installed, as an integral part 9 of equipment specified elsewhere in these Specifications. 10 1.02 SUBMITTALS 11 A. Submittals for equipment specified herein shall be made as a part of equipment furnished 12 under other Sections. Individual submittals for equipment specified herein will not be 13 accepted and will be returned unreviewed. 14 B. Submit catalog data for all items supplied from this specification Section as applicable. 15 Submittal shall include catalog data, functions, ratings, inputs, outputs, displays, etc., 16 sufficient to confirm that the SPD provides every specified requirement. Any options or 17 exceptions shall be clearly indicated, with the reason for such deviations. Acceptance of any 18 deviation will be at the sole discretion of the Owner/Engineer. Shop drawings, not so 19 checked and noted, will be returned unreviewed. 20 C. The submittals shall include: 21 1. Dimensional drawing of each SPD type. 22 2. UL 1449 Third Edition Listing, Standard for Safety, Surge Protective Devices, 23 documentation. Provide verification that the SPD complies with the required ANSI/UL 24 1449 3rd Edition listing by Underwriters Laboratories (UL) or other Nationally 25 Recognized Testing Laboratory (NRTL). 26 3. UL 1283 Listing, Electromagnetic Interference Filters, documentation. 27 4. ANSI/IEEE C6241 and C6245, Category C3 (20kV-1.2/50, 10kA-8/20µs waveform) 28 clamping voltage test results. 29 D. Operation and Maintenance Manuals. 30 1. Operation and Maintenance manuals shall include the following information: 31 a. Manufacturer's contact address and telephone number for parts and service. 32 b. Instruction books and/or leaflets 33 c. Recommended renewal parts list 34 d. Record Documents for the information required by the Submittals above. 35 1.03 REFERENCE CODES AND STANDARDS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 26 43 13-2 LOW VOLTAGE AC SURGE PROTECTIVE DEVICES (SPDs) Page 2 of 8 1 A. The equipment in this specification shall be designed and manufactured according to latest 2 revision of the following standards (unless otherwise noted): 3 1. UL 1449 Third Edition — Surge Protective Devices 4 2. UL 1283 Electromagnetic Interference Filters 5 3. ANSI/IEEE C62.41.2-2002 — IEEE Recommended Practice on Characterization of Surge 6 Voltages in Low Voltage AC Power Circuits 7 4. ANSI/IEEE C62.45-2002 — IEEE Recommended Practice on Surge Testing for Equipment 8 Connected to Low -Voltage AC Power Circuits. 9 5. NEC 2008, Article 285 10 6. NEMA/ISCI — 109 Transient Overvoltage Withstand Test 11 7. IEEE Std. 472/ANSI C37.90A Surge Withstand Capability Tests 12 8. IEC 255.4 Surge Withstand Capability Tests 13 B. All SPDs and their installation shall comply with the requirements of the National Electric 14 Code and Underwriters Laboratories (UL) where applicable. 15 C. Each specified device shall also conform to the standards and codes listed in the individual 16 device paragraphs. 17 1.04 QUALITY ASSURANCE 18 A. The manufacturer of this equipment shall have produced similar electrical equipment for a 19 minimum period of five (5) years. When requested by the Owner/Engineer, an acceptable 20 list of installations with similar equipment shall be provided demonstrating compliance with 21 this requirement. 22 B. The manufacturer of the SPD shall be the same as the manufacturer of the service entrance 23 and distribution equipment in which the devices are installed and shipped. The protected 24 electrical equipment, after installation of the SPD, shall be fully tested and certified to the 25 following UL standards: 26 1. UL 67 - Panelboards. 27 2. UL 845 - Motor Control Centers. 28 3. UL891 -Switchboards. 29 4. UL 1558 - Low Voltage Switchgear. 30 C. For the equipment specified herein, the manufacturer shall be ISO 9001 or 9002 certified. 31 1.05 WARRANTY 32 A. The Manufacturer shall warrant the equipment to be free from defects in material and 33 workmanship for 10 years from date of acceptance of the equipment containing the items 34 specified in this Section. Within such period of warranty the Manufacturer shall promptly 35 furnish all material and labor necessary to return the equipment to new operating condition. 36 Any warranty work requiring shipping or transporting of the equipment shall be performed 37 by the Manufacturer at no expense to the Owner. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 264313-3 LOW VOLTAGE AC SURGE PROTECTIVE DEVICES (SPDs) Page 3 of 8 1 PART 2 PRODUCTS 2 2.01 MANUFACTURERS 3 A. Subject to compliance with the Contract Documents, the following Manufacturers are 4 acceptable (Type 1 and Type 2): 5 1. Cutler Hammer. 6 2. General Electric Co. 7 3. Square D 8 4. Allen Bradley 9 5. Approved Equal 10 B. Subject to compliance with the Contract Documents, the following Manufacturers are 11 acceptable (Type 3): 12 1. Edco SLAC Series 13 2. Phoenix Contact 14 3. Brick Wall Model PWOM20 15 4. Approved Equal 16 2.02 SERVICE ENTRANCE AND DISTRIBUTION EQUIPMENT 17 A. General 18 1. All SPDs shall be internal to the equipment being protected. Externally housed SPDs will 19 not be acceptable. 20 2. UL 1449 Usage Classifications. 21 a. Type 1— Permanently connected SPDs intended for installation between the 22 secondary of the service transformer and the line side of the service equipment 23 overcurrent device, and intended to be installed without an external overcurrent 24 protective device. 25 b. Type 2 — Permanently connected SPDs intended for installation on the load side of 26 service equipment overcurrent device; including SPDs located at the branch panel. 27 c. Type 3 — Point of utilization SPDs, installed at a minimum conductor length of 10 28 meters (30 feet) from the electrical service panel to the point of utilization, for 29 example cord connected, direct plug-in, receptacle type and SPDs installed at the 30 utilization equipment being protected. The distance (10 meters) is exclusive of 31 conductors provided with or used to attach SPDs. 32 3. Construction of Type 1 and Type 2. 33 a. Fully Integrated Component Design: All of the SPD's components and diagnostics 34 shall be contained within one discrete assembly. SPDs or individual SPD modules 35 that must be ganged together in order to achieve higher surge current ratings or 36 other functionality will not be accepted. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 264313-4 LOW VOLTAGE AC SURGE PROTECTIVE DEVICES (SPDs) Page 4of8 1 b. Overcurrent Protection: The unit shall contain thermally protected MOVs. The 2 thermally protected MOVs shall have a thermal protection element packaged 3 together with the MOV in order to achieve overcurrent protection of the MOV. The 4 thermal protection element shall disconnect the MOV(s) from the system in a fail- 5 safe manner should a condition occur that would cause them to enter a thermal 6 runaway condition. 7 c. Maintenance Free Design: The SPD shall be maintenance free and shall not require 8 any user intervention throughout its life. SPDs containing items such as replaceable 9 modules, replaceable fuses, or replaceable batteries are not acceptable. SPDs 10 requiring any maintenance of any sort such as periodic tightening of connections are 11 not acceptable. 12 d. Balanced Suppression Platform: The surge current shall be equally distributed to all 13 MOV components to ensure equal stressing and maximum performance. The surge 14 suppression platform must provide equal impedance paths to each matched MOV. 15 Designs incorporating replaceable SPD modules are not acceptable. 16 e. Electrical Noise Filter: Each unit shall include a high-performance EMI/RFI noise 17 rejection filter. Noise attenuation for electric line noise shall be up to 50 dB from 10 18 kHz to 100 MHz using the MIL-STD-220A insertion loss test method. 19 f. Internal Connections: No plug-in component modules or printed circuit boards shall 20 be used as surge current conductors. All internal components shall be soldered, 21 hardwired with connections utilizing low impedance conductors. 22 g. Power and ground connections shall be prewired within the protected equipment. 23 h. Local Monitoring: Visible indication of proper SPD connection and operation shall be 24 provided. The indicator lights shall indicate which phase as well as which module is 25 fully operable. The status of each SPD module shall be monitored on the front cover 26 of the enclosure as well as on the module. A push -to -test button shall be provided 27 to test each phase indicator. Push -to -test button shall activate a state change of dry 28 contacts for testing purposes. 29 i. Surge Counter: The SPD shall indicate user how many surges have occurred at the 30 location. The surge counter shall trigger each time a surge event with a peak current 31 magnitude of a minimum of 50 ± 20A occurs. A reset pushbutton shall also be 32 standard, allowing the surge counter to be zeroed. The reset button shall contain a 33 mechanism to prevent accidental resetting of the counter via a single, short -duration 34 button press. To prevent accidental resetting, the surge counter reset button shall 35 be depressed for a minimum of 2 seconds in order to clear the surge count total. The 36 ongoing surge count shall be stored in non-volatile memory or UPS backup. 37 38 39 40 41 j• Remote Monitoring: For remote monitoring, the SPDs shall provide the same discrete and analog signal and control functions as specified for local monitoring and the surge counter, to a terminal strip for outgoing connection to a PLC as shown on the Drawings. The functions shall be converted as specified for interface to the monitored equipment. 42 k. The voltage surge suppression system shall incorporate thermally protected metal- 43 oxide varistors (MOVs) as the core surge suppression component for the service 44 entrance and all other distribution levels. The system shall not utilize silicon CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 1 2 264313-5 LOW VOLTAGE AC SURGE PROTECTIVE DEVICES (SPDs) Page 5 of 8 avalanche diodes, selenium cells, air gaps, or other components that may crowbar the system voltage leading to system upset or create any environmental hazards. 3 I. SPD shall be Listed in accordance with UL 1449 Third Edition and UL 1283, 4 Electromagnetic Interference Filters. 5 m. Integrated surge protective devices (SPD) shall be Component Recognized in 6 accordance with UL 1449 Third Edition, Section 37.3.2 and 37.4 at the standard's 7 highest short circuit current rating (SCCR) of 200 kA, including intermediate level of 8 fault current testing. 9 n. SPD shall be tested with the ANSI/IEEE Category C High exposure waveform (20kV- 10 1.2/50µs, 10kA-8/20µs). 11 o. SPD shall provide suppression for all modes of protection: L-N, L-G, and N-G in WYE 12 systems (7 Mode). 13 4. Construction of Type 3. 14 a. Fully Integrated Component Design: All of the SPD's components and diagnostics 15 shall be contained within one discrete assembly. SPDs or individual SPD modules 16 that must be ganged together in order to achieve higher surge current ratings or 17 other functionality will not be accepted. 18 b. Maintenance Free Design: The SPD shall be maintenance free and shall not require 19 any user intervention throughout its life. SPDs containing items such as replaceable 20 modules, replaceable fuses, or replaceable batteries are not acceptable. SPDs 21 requiring any maintenance of any sort such as periodic tightening of connections are 22 not acceptable. 23 c. Electrical Noise Filter: Each unit shall include a high-performance EMI/RFI noise 24 rejection filter. Noise attenuation for electric line noise shall be up to 50 dB from 10 25 kHz to 100 MHz using the MIL-STD-220A insertion loss test method. 26 d. Internal Connections: No plug-in component modules or printed circuit boards shall 27 be used as surge current conductors. All internal components shall be soldered, 28 hardwired with connections utilizing low impedance conductors. 29 e. Power and ground connections shall be prewired within the protected equipment. 30 f. Local Monitoring: Visible indication of proper SPD connection and operation shall be 31 provided. The indicator light shall indicate that the module is fully operable. The 32 status of each SPD module shall be monitored on the front cover of the module. 33 34 g• SPD shall be Listed in accordance with UL 1449 Third Edition and UL 1283, Electromagnetic Interference Filters. 35 h. SPD shall be tested with the ANSI/IEEE Category C High exposure waveform (20kV- 36 1.2/50µs, 10kA-8/20µs). 37 B. Applications. 38 1. Service Entrance Rated Equipment (Type 1). 39 a. This applies to switchgear, switchboards, panelboards, motor control centers, and 40 other devices installed as service entrance equipment where the SPD is to be CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 1 2 264313-6 LOW VOLTAGE AC SURGE PROTECTIVE DEVICES (SPDs) Page 6 of 8 permanently connected between the secondary of the service transformer and the line side of the service equipment overcurrent device. 3 b. Where a Type 1 SPD is installed on service entrance equipment, it shall not be 4 required to install an additional Type 2 SPD unless specifically shown on the design 5 drawings. 6 c. Service entrance located SPDs shall be tested and demonstrate suitability for 7 application within ANSI/IEEE C62.41 Category C environments. 8 d. The SPD shall be of the same manufacturer as the equipment 9 e. The SPD shall be factory installed inside the equipment, at the assembly point, by 10 the original equipment manufacturer 11 f. Locate the SPD on the load side of the main disconnect device, as close as possible 12 to the phase conductors and the ground/neutral bars. 13 g. The SPD shall be connected through a ULapproved disconnecting means. The 14 disconnect shall be located in immediate proximity to the SPD. Connection shall be 15 made via bus, conductors, or other connections originating in the SPD and shall be 16 kept as short as possible. 17 h. The SPD shall be integral to the equipment as a factory standardized design. 18 i. All monitoring and diagnostic features shall be visible from the front of the 19 equipment. 20 2. Distribution Equipment Applications (Type 2). 21 a. This applies to switchgear, switchboards, panelboards, motor control centers, and 22 other non -service entrance equipment where the SPD is to be permanently 23 connected on the load side of the equipment.overcurrent device. 24 b. The SPD shall be of the same manufacturer as the equipment. 25 c. The SPD shall be included and mounted within the equipment by the manufacturer. 26 d. The manufacturer shall size and provide the overcurrent and disconnecting means 27 for the SPD. 28 e. The SPD units shall be tested and demonstrate suitability for application within 29 ANSI/IEEE C62.41 Category B environments. 30 f. The SPD shall be located within the panelboard, unless otherwise shown on the 31 Drawings. SPDs shall be installed immediately following the load side of the main 32 breaker. SPDs installed in main lug only panelboards shall be installed immediately 33 following the incoming main lugs. 34 g. The SPD shall not limit the use of through -feed lugs, sub -feed lugs, and sub -feed 35 breaker options. 36 h. All monitoring and diagnostic features shall be visible from the front of the 37 equipment. 38 3. Individual Control Panel and Related Equipment Protection (Type 3). 39 a. Locate the SPD on the load side of the ground and neutral connections. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 264313-7 LOW VOLTAGE AC SURGE PROTECTIVE DEVICES (SPDs) Page 7 of 8 1 b. The SPD shall be connected through a disconnect circuit breaker or fuse as shown on 2 the drawings. The disconnect shall be located in immediate proximity to the SPD. 3 Connection shall be made via bus, conductors, or other connections originating in 4 the SPD and shall be kept as short as possible. 5 c. All monitoring and diagnostic features shall be visible from the front of the 6 equipment. 7 4. Mechanical Equipment Manufacturer's Provided Control Panels (MEMs) and Electrical 8 Manufacturer's Provided Control Panels (OEMs) Applications (Type 1, Type 2, and Type 9 3) 10 a. Where any such panel is installed as service entrance equipment, a Type 1 SPD shall 11 be installed. 12 1) The same requirements for other service entrance equipment listed above apply 13 to this application except for the requirement that the Type 1 SPD shall not be 14 required to be of the same manufacturer as the panel. 15 b. Where any such panel is installed as non -service entrance equipment, but within 50' 16 of wire length of the incoming power line when that line is overhead. 17 1) The same requirements for other non -service entrance equipment listed above 18 apply to this application except for the requirement that the Type 2 SPD shall 19 not be required to be of the same manufacturer as the panel. 20 2) Where a Type 1 SPD is installed, a Type 2 SPD is not required on the same panel 21 unless otherwise specifically shown on the drawings. 22 c. Where any such panel includes a PLC, a Type 3 SPD shall be installed. 23 1) The same requirements for other individual control panel and related 24 equipment listed above apply to this application. 25 2) The SPD shall be integral to the MEM or OEM panel, as a factory standardized 26 design. 27 C. Ratings 28 1. Unit Operating Voltage: Refer to drawings for operating voltage and unit configuration. 29 2. SPD shall be designed to withstand a maximum continuous operating voltage (MCOV) of 30 not less than 115% of nominal RMS voltage. 31 3. Minimum surge current rating shall be 240 kA per phase (120 kA per mode) for service 32 entrance and 120 kA per phase (60 kA per mode) for distribution applications. 33 4. UL 1449 clamping voltage must not exceed the following: Voltage Protection Rating 34 (VPR) 35 Voltage L-N L-G N-G 240/120 1200/800V 800V 800V 208Y/120 800V 800V 800V 480Y.277 1200V 1200V 1200V CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 264313-8 LOW VOLTAGE AC SURGE PROTECTIVE DEVICES (SPDs) Page 8 of 8 600Y/347 1500V 1500V 1500V 1 2 5. Pulse life test: Capable of protecting against and surviving 5000 ANSI/IEEE Category C 3 High transients without failure or degradation of clamping voltage by more than 10%. 4 6. Minimum UL 1449 3rd edition withstand Nominal Discharge Current (In) rating to be 5 20kA per mode 6 2.03 ACCESSORIES 7 A. Furnish nameplates for each device as indicated on drawings. Color schemes shall be as 8 indicated on Drawings. 9 PART 3 EXECUTION 10 3.01 INSTALLATION 11 A. All equipment specified herein shall be factory installed, field adjusted, tested and cleaned 12 as an integral part of equipment specified elsewhere in the individual equipment 13 Specification. 14 B, Types 1 and 2 shall be grounded and bonded as a part of the individual equipment as 15 specified in the individual equipment Section. Type 3 shall be grounded and bonded in 16 accordance with the SPD manufacturer's instructions. 17 18 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 26 50 00 00 00 - 1 LIGHTING SYSTEM Page 1 of 5 1 SECTION 26 50 00 2 LIGHTING SYSTEM 3 PART 1 GENERAL 4 1.01 SCOPE OF WORK 5 A. Furnish all labor, materials, equipment and incidentals required and install a complete 6 lighting system ready for operation as shown on the Drawings and as specified herein. 7 1.02 RELATED WORK 8 A. Section 26 00 00 Electrical — General Provisions 9 B. Section 26 05 29 Electrical Support Hardware. 10 1.03 SUBMITTALS 11 A. Submittals shall be made in accordance with the requirements of Division 1, Section 26 00 00 12 and as specified herein. 13 B. Submittals shall also contain information on related equipment to be furnished under this 14 Specification but described in the related sections listed in the Related Work paragraph 15 above. Incomplete submittals not containing the required information on the related 16 equipment will be returned unreviewed. 17 C. Manufacturer's technical information for the materials proposed for use in the systems. 18 D. For all light pole foundations shown to be installed in earth, provide installation and 19 anchoring drawings that are stamped and sealed by a licensed engineer in the state of 20 [Texas] [Other]. The soil condition shall be assumed to be disturbed earth. If compaction is 21 assumed, a compaction test shall be performed on all foundation locations, showing the 22 minimum field density assumed in the foundation design. 23 1.04 REFERENCE CODES AND STANDARDS 24 A. ANSI C78 Single Ended Metal Halide Lamps 25 B. ANSI C78.42 High Pressure Sodium Lamps 26 C. ANSI C78.42 Incandescent Lamps 27 D. All equipment components and completed assemblies specified in this Section of the 28 Specifications shall bear the appropriate label of Underwriters Laboratories. 29 1.05 QUALITY ASSURANCE 30 A. All fixtures shall be of the energy -efficient type. 31 B. The manufacturer of these materials shall have produced similar lighting fixtures for a 32 minimum period of five (5) years. When requested by the Owner/Engineer, an acceptable 33 list of installations with similar systems shall be provided demonstrating compliance with 34 this requirement. 35 C. Equipment submitted shall fit within the space shown on the Drawings. Equipment which 36 does not fit within the space is not acceptable. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 2650000000-2 LIGHTING SYSTEM Page 2 of 5 1.06 JOBSITE DELIVERY, STORAGE AND HANDLING 2 A. Prior to jobsite delivery, the Contractor shall have successfully completed all submittal 3 requirements, and present to the Owner/Engineer upon delivery of the equipment, an 4 approved copy of all such submittals. Delivery of incomplete constructed equipment, onsite 5 factory work, or failed factory tests will not be permitted. 6 B. Protect equipment during shipment, handling, and storage by suitable complete enclosures. 7 Protect equipment from exposure to the elements and keep thoroughly dry. 8 C. Protect painted surfaces against impact, abrasion, discoloration, and other damage. Repaint 9 damaged painted surfaces to the satisfaction of the Owner/Engineer. 10 D. Equipment shall be installed in its permanent location shown on the Drawings within seven 11 (7) calendar days of arriving onsite. If the equipment cannot be installed within seven (7) 12 calendar days, the equipment shall not be delivered to the site, but stored offsite, at the 13 Contractor's expense, until such time that the site is ready for permanent installation of the 14 equipment. 15 E. Shipping groups shall be designed to be shipped by truck, rail, or ship. Indoor groups shall be 16 bolted to skids. Breakers and accessories shall be packaged and shipped separately. 17 F. Where space heaters are provided in equipment, provide temporary electrical power and 18 operate space heaters during storage, and after equipment is installed in permanent 19 location, until equipment is placed in service. 20 1.07 WARRANTY 21 A. The Manufacturer shall warrant the system and equipment to be free from defects in 22 material and workmanship for 1 year from date of final acceptance of the equipment. Within 23 such period of warranty the Manufacturer shall promptly furnish all material and labor 24 necessary to return the equipment to new operating condition. Any warranty work requiring 25 shipping or transporting of the equipment shall be performed by the Contractor at no 26 expense to the Owner. 27 PART 2 PRODUCTS 28 2.01 MANUFACTURERS 29 A. Subject to compliance with the Contract Documents, the following Manufacturers are 30 acceptable: 31 1. Lighting fixture manufacturers and types as required by the "Lighting Fixture Schedule" 32 on the Drawings. 33 2. Equivalent designs and equal quality fixtures of other manufacturers will be acceptable 34 upon approval by the Owner/Engineer. 35 B. The listing of specific manufacturers above does not imply acceptance of their products that 36 do not meet the specified ratings, features and functions. Manufacturers listed above are 37 not relieved from meeting these specifications in their entirety. 38 C. Where specified to match existing fixtures, fixtures of the same manufacturer and type shall 39 be installed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 2650000000-3 LIGHTING SYSTEM Page 3 of 5 1 2.02 LIGHTING FIXTURES 2 A. General 3 1. All lamps shall be of one manufacturer and shall be as manufactured by Osram/Sylvania 4 Electric Products, Inc.; General Electric Co.; North American Philips Lighting Corp. or 5 equal. 6 2. All ballasts shall be UL listed, ETL certified, Class "P", high power factor (minimum 0.90). 7 3. Ballasts shall have an "A" sound rating or better. 8 4. All ballasts used in exterior applications shall have a minimum starting temperature of 0 9 degrees F unless otherwise specified. 10 5. All interior ballasts shall have a minimum starting temperature of 50 degrees F. 11 6. Ballasts shall be parallel wired type and designed to operate the number and length of 12 lamps specified. 13 7. The total harmonic distortion (THD) of each ballast shall be 10% or less. 14 8. Ballasts shall have a minimum ballast factor of 0.88 = N and as specified in the fixture 15 schedule.. 16 9. Ballasts shall have nominal power factor 0.90 or higher. 17 10. Ballasts shall have a maximum lamp current crest factor of 1.4. 18 11. Ballast shall provide normal rated life for the lamp specified. 19 12. All electronic ballasts shall be warranted for parts and replacement for 5 full years from 20 the date of installation. 21 13. All ballasts shall be as manufactured by G.E., Advance, Model Mark V, similar by 22 Osram/Sylvania; MagneTek or equal. 23 B. Fixed Mount 24 1. Fluorescent Fixtures 25 a. Lamps 26 1) Furnish high lumen fluorescent lamps where listed. 27 2) Linear fluorescent lamps shall be T8 or T5 as required by the fixture, 28 rapid/instant start, tri-phosphor, minimum CRI 86, and compact types all as 29 shown on the "Fixture Schedule". 30 b. Ballasts 31 1) All linear fluorescent light fixtures shall have an electronic ballast unless 32 otherwise noted on the Lighting Fixture Schedule. 33 2. High Pressure Sodium Fixtures 34 35 a. Lamps 1) Dual arc tube HPS as shown on the "Lighting Fixture Schedule." 36 2) High pressure sodium lamps shall be clear, non -cycling, and of the size and type 37 as shown on the "Lighting Fixture Schedule." CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 2650000000-4 LIGHTING SYSTEM Page 4 of 5 1 b. Ballasts 2 1. High pressure sodium ballasts shall be of the constant wattage type, with multi- 3 tap windings, of the correct size and voltage for the fixture it is to serve as 4 shown on the "Lighting Fixture Schedule". 5 3. Metal Halide Fixtures 6 a. Lamps 7 1) Metal halide lamps shall be clear pulse -start, and of the size and type as shown 8 on the "Lighting Fixture Schedule." 9 b. Ballasts 10 1) Pulse -start metal halide ballasts shall be of the constant wattage auto- 11 transformer type, with a minimum efficiency of 88%, for lamp wattages from 12 150W to 500W. 13 2) Non -pulse start electronic ballasts shall have an efficiency of 92 percent for 14 wattages greater than 250 Watts and a minimum efficiency of 90 percent for 15 wattages less than or equal to 250 Watts. 16 C. Emergency Lighting Battery Units 17 1. Emergency lighting units and remote lighting heads shall be as specified in the "Lighting 18 Fixture Schedule" shown on the Drawings. 19 2. Battery units shall be of the self-contained, fully automatic type with sealed lead acid 20 batteries, volt -meters and time delay relays where used in H.I.D. lighted areas. 21 3. Unit enclosures shall be compatible to their environment and units shall comply with the 22 requirements of NFPA 70 (NEC). 23 4. All necessary mounting hardware shall be provided. 24 D. Flexible Fixture Hangers 25 1. Flexible fixture hangers used in non -hazardous areas shall be type ARB and flexible 26 fixture supports used in hazardous areas shall be Type ECHF as manufactured by the 27 Crouse -Hinds Co., similar by Appleton Electric Co.; Killark Electrical Mfg. Co. or equal. 28 PART 3 EXECUTION 29 3.01 INSTALLATION 30 A. The location of lighting fixtures shown on the Drawings is approximate. The Contractor shall 31 install the lighting fixtures after major ducts and piping are installed, to avoid conflicts. He 32 shall install the fixtures to avoid shadows and blocking of light, relocating the fixtures as 33 necessary, at no cost to the Owner. 34 B. Each fixture shall be a completely finished unit with all components, mounting and/or 35 hanging devices necessary, for the proper installation of the particular fixture in its 36 designated location and shall be completely wired ready for connection to the branch circuit 37 wires at the outlet. 38 39 C. All flush mounted fixtures shall be supported fro3m the structure and shall not be dependent on the hung ceilings for their support. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 2650000000-5 LIGHTING SYSTEM Page 5 of 5 1 D. Fixtures noted to be installed flush in suspended ceilings shall be of mounting types suited 2 for the type ceiling involved. Troffers (2 X 4), provided in suspended ceiling grids, shall be 3 installed with safety clips to hold the fixture securely in the ceiling grid. It shall be the 4 responsibility of the Contractor to verify the ceiling types prior to ordering fixtures. 5 E. Flexible fixture hangers shall be used for all pendant mounted fixtures. Fixtures 2-ft long and 6 larger shall be supported with a minimum of two fixture hangers. 7 F. Conduit run in areas with hung ceilings shall be installed in the space above the hung ceiling 8 as close to the structure as possible. Conduits shall be supported from the structure. 9 G. Exterior lighting poles shall be mounted plumb. 10 H. Fixture locations are shown on the Drawings in approximate locations; however exact 11 locations shall be coordinated so as to avoid conflicts with HVAC ducts, equipment and other 12 obstacles. 13 3.02 REPLACEMENT 14 A. Lamps (except for H.I.D.) used during the building construction, prior to 2 weeks from 15 completion of the work, shall be removed and replaced with new lamps. 16 3.03 CLEANING UP 17 A. Plastic dust cover bags to be provided with new parabolic reflector lighting fixtures shall be 18 removed after all construction activity that may cause dust formation on reflector surfaces 19 has been completed. 20 B. All fixtures shall be left in a clean condition, free of dirt and defects, before acceptance by 21 the Owner/Engineer. 22 END OF SECTION 23 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 15 16 17 18 19 20 1 2 331113-1 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Pagel of 16 SECTION 33 11 13 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE 3 PART 1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 A. Section Includes: 1. Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type (Concrete Pressure Pipe) 2-4- 16-inch through 72-inch for potable water applications in conformance with AWWA C303 B. C. Deviations from this City of Fort Worth Standard Specification 1. Revised to allow 16 inch pipe diameter size. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 13 Contract 14 2. Division 1 3. Section 33 4. Section 33 5. Section 33 6. Section 33 7. Section 33 — Bidding Requirements, Contract Forms, and Conditions of the — General Requirements 01 31— Closed Circuit Television (CCTV) Inspection 04 10 — Joint Bonding and Electrical Isolation 04 40 — Cleaning and Acceptance Testing of Water Mains 05 10 —Utility Trench Excavation, Embedment and Backfill 11 05 — Bolts, Nuts, and Gaskets 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 1. Concrete Pressure Pipe 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 a. b. Measurement 1) Measured horizontally along the surface from center line to centerline of the fitting or appurtenance Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per linear foot for "Concrete AWWA C303 Pipe" installed for a) Various sizes b) Various types of backfill c. The price bid shall include: 1) Furnishing and installing Concrete Pressure Pipe with joints as specified by the Drawings 2) Mobilization 3) Coating 4) Lining 5) Pavement removal 6) Excavation 7) Hauling CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 33 11 13 - 2 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 2 of 16 1 8) Disposal of excess material 2 9) Furnishing, placement, and compaction of embedment 3 10) Trench water stops 4 11) Joint restraint 5 12) Bolts and nuts 6 13) Welding 7 14) Gaskets, if allowed 8 15) Furnishing, placement, and compaction of backfill 9 16) Clean-up 10 17) Cleaning 11 18) Disinfection 12 19) Testing 13 2. Concrete Pressure Pipe Fittings 14 a. Measurement 15 1) Measurement for this Item shall be by lump sum. 16 b. Payment 17 1) The work performed and materials furnished in accordance with this Item 18 shall be paid for at the lump sum price bid for "C303 Fittings" installed for: 19 a) Various sizes 20 b) Various types of backfill 21 c. The price bid shall include: 22 1) Furnishing and installing Concrete Pressure Pipe Fittings as specified by 23 the Drawings 24 2) Mobilization 25 3) Coating 26 4) Lining 27 5) Pavement removal 28 6) Excavation 29 7) Hauling 30 8) Disposal of excess material 31 9) Furnishing, placement, and compaction of embedment 32 10) Trench water stops 33 11) Joint restraint 34 12) Bolts and nuts 35 13) Welding 36 14) Gaskets, if allowed 37 15) Furnishing, placement, and compaction of backfill 38 16) Clean-up 39 17) Cleaning 40 18) Disinfection 41 19) Testing 42 1.3 REFERENCES 43 A. Reference Standards 44 1. Reference standards cited in this Specification refer to the current reference 45 standard published at the time of the latest revision date logged at the end of this 46 Specification, unless a date is specifically cited. 47 2. American Society of Mechanical Engineers (ASME): 48 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 33 11 13 -3 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 3 of 16 1 3. American Society of Testing and Materials (ASTM): 2 a. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. 3 b. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 PSI 4 Tensile Strength. 5 c. B117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 6 d. B633, Standard Specification for Electrodeposited Coatings of Zinc on Iron and 7 Steel. 8 e. C33, Standard Specification for Concrete Aggregates. 9 f. C144, Standard Specification for Aggregate for Masonry Mortar. 10 g. C150, Specification for Portland Cement. 11 h. C293, Standard Test Method for Flexural Strength of Concrete (Using Simple 12 Beam with Center -Point Loading). 13 i. C497, Methods of Testing Concrete Pipe. 14 j. C882, Standard Test Method for Bond Strength of Epoxy -Resin Systems Used 15 With Concrete By Slant Shear. 16 k. C1090, Standard Test Method for Measuring Changes in Height of Cylindrical 17 Specimens of Hydraulic -Cement Grout. 18 1. E165, Standard Practice for Liquid Penetrant Examination for General Industry. 19 4. American Welding Society (AWS): 20 a. D1.1, Structural Welding Code - Steel. 21 5. American Water Works Association (AWWA): 22 a. C206, Field Welding of Steel Water Pipe. 23 b. C207, Steel Pipe Flanges for Waterworks Service - Sizes 4 IN through 144 IN. 24 c. C303, Concrete Pressure Pipe, Bar -Wrapped, Steel -Cylinder Type. 25 d. M9, Concrete Pressure Pipe. 26 6. American Water Works Association/American National Standards Institute 27 (AWWA/ANSI): 28 a. C111/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and 29 Fittings. 30 7. International Organization for Standardization (ISO). 31 8. National Sanitation Foundation (NSF): 32 a. NSF 61, Drinking Water System Components - Health Effects 33 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 34 1.5 SUBMITTALS 35 A. Submittals shall be in accordance with Section 01 33 00. 36 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 37 specials. 38 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 39 A. Product Data 40 1. Exterior Coating 41 a. Material data 42 b. Application recommendations 43 c. Field touch-up procedures 44 2. Joint Wrappers 45 a. Material data CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 33 11 13 - 4 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 4 of 16 1 b. Installation recommendations 2 3. Flexible Joint Couplings 3 a. Manufacturer 4 b. Model 5 4. Mixes 6 a. Mortar for interior joints and patches 7 b. Bonding agents for patches 8 5. Gaskets (if applicable) 9 B. Shop Drawings — Furnish for Concrete Pressure Pipe used in the potable water systems 10 including: 11 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in 12 Texas including: 13 a. Internal pressure 14 1) Working Pressure 15 2) Test Pressure 16 3) Surge pressure 17 b. External pressure 18 1) Deflection 19 2) Buckling 20 c. Special physical loading such as supports or joint design 21 d. Thermal expansion and/or contraction, if applicable for the proposed 22 installation 23 2. Thrust restraint calculations for all fittings and valves including the restraint length 24 sealed by a Licensed Professional Engineer in Texas. 25 3. Fabrication and lay drawings showing a schematic location with profile and a 26 tabulated layout schedule that is sealed by a Licensed Professional Engineer in 27 Texas and includes: 28 a. Pipe class 29 b. Joint types 30 c. Fittings 31 d. Thrust Restraint 32 e. Stationing (in accordance with the Drawings) 33 f. Transitions 34 g. Joint deflection 35 h. Outlet locations for welding, ventilation, and access 36 i. Welding requirements 37 4. Pipe within Casing 38 a. Provide drawings detailing how pipe is restrained to prevent floating within the 39 casing. 40 C. Certificates and Test Reports 41 a. Submittals for certificates and testing reports shall be as outlined in Article 1.9 42 of this Section. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 33 11 13 - 5 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 5of16 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE 4 A. Qualifications 5 1. Manufacturers 6 a. Shall be American Concrete Pressure Pipe Association (ACPPA) Quality 7 Program certified, I.S.O. Quality Certification Program certified, or equal, for 8 Concrete Pressure Pipe and accessory manufacturing. 9 b. Pipe manufacturing operations (pipe, lining, and coatings) shall be performed 10 under the control of the manufacturer. 11 c. Pipe shall be the product of 1 manufacturer which has had not less than 5 years 12 successful experience manufacturing AWWA C303 pipe of the particular type 13 and size indicated. 14 1) This experience record will be thoroughly investigated by the Engineer, and 15 acceptance will be at the sole discretion of the Engineer and City. 16 2) Pipe manufacturing operations (pipe, fittings, lining, and coating) shall be 17 performed at 1 location, unless otherwise approved by the Engineer. 18 d. Pipe shall be manufactured in accordance with the latest revisions of 19 AWWA C303. 20 B. Certifications 21 1. Prior to shipment of the pipe, the Pipe Manufacturer shall submit the following: 22 a. A Certificate of Adequacy of Design stating that the pipe to be furnished 23 complies with AWWA C303 and these Specifications 24 b. Copies of results of factory hydrostatic tests shall be provided to the Engineer 25 c. Mill certificates, including chemical and physical test results for each heat of 26 steel 27 1) The manufacturer shall perform the tests described in AWWA C303, for all 28 pipe, fittings, and specials, except that the absorption test detailed in this 29 Specification shall supersede the requirements of the applicable portion of 30 AWWA C303. 31 d. Certified test reports for welder certification for factory and field welds in 32 accordance with AWWA C303, Section 5 33 e. Certified test reports for cement mortar tests 34 f. Certified test reports for steel cylinder tests 35 C. Hydrostatic Pressure Testing 36 1. Hydrostatic pressure testing shall meet or exceed the requirements of AWWA C303 37 Section 4.6 — Fabrication. 38 a. Each pipe cylinder, with rings welded to its ends, shall be hydrostatically tested 39 prior to application of lining or coating. 40 b. The internal test pressure shall be that which results in a fiber stress equal to 75 41 percent of the minimum yield strength of the steel used. 42 c. Each pipe cylinder tested shall be completely watertight under maximum test 43 pressure. 44 d. Test pressure shall be held for sufficient time to observe the weld seams. 45 e. Pipe manufacturer shall maintain a recording of the pressure gauge report and 46 provide to the Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 33 11 13 - 6 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 6 of 16 1 2. Fittings shall be fabricated from hydrostatically tested pipe or fabricated of welded 2 steel sheets or plates. 3 a. Fittings shall be tested in accordance with AWWA C303. 4 3. Factory Testing 5 a. Cement Mortar Coating - Absorption Test 6 1) A water absorption test shall be performed on samples of cured mortar 7 coating taken from each working shift. 8 a) The mortar coating samples shall have been cured in the same manner 9 as the pipe. 10 b) A test value shall consist of the average of a minimum of 3 samples 11 taken from the same working shift. 12 c) The test method shall be in accordance with ASTM C497, Method A. 13 d) The average absorption value for any test shall not exceed 9 percent 14 and no individual sample shall have an absorption exceeding 11 15 percent. 16 e) Tests for each working shift shall be performed on a daily basis until 17 conformance to the absorption requirements has been established by 10 18 consecutive passing test results, at which time testing may be 19 performed on a weekly basis for each working shift. 20 (1) Daily testing shall be resumed for each working shift with failing 21 absorption test results and shall be maintained until conformance to 22 the absorption requirements is re-established by 10 consecutive 23 passing test results. 24 D. Cement Mortar Lining 25 1. Shop -applied cement mortar linings shall be tested in accordance with AWWA 26 C303. 27 E. City Testing and Inspection 28 1. The City reserves the option to have an independent testing laboratory, at the City's 29 expense, inspect pipe and fittings at the pipe manufacturer's plant. 30 a. The City's testing laboratory and Engineer shall have free access to the 31 manufacturer's plant. 32 b. The pipe manufacturer shall notify the City, in writing, at least 2 weeks prior to 33 pipe fabrication as to start of fabrication and fabricating schedule. The City 34 will then advise the manufacturer as to City's decision regarding tests to be 35 performed by an independent testing laboratory. 36 c. In the event the City elects to retain an independent testing laboratory to make 37 material tests and weld tests, it is the intent that the tests be limited to 1 spot 38 testing of each category unless the tests do not show compliance with the 39 standard. 40 1) If these tests do not show compliance, the City reserves the right to have 41 the laboratory make additional tests and observations. 42 2. The inspection and testing by the independent testing laboratory anticipates that 43 production of pipe shall be done over a normal period of time and without "slow 44 downs" or other abnormal delays. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 33 11 13 - 7 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 7 of 16 1 a. In the event that an abnormal production time is required, and the City is 2 required to pay excessive costs for inspection, then the Contractor shall be 3 required to reimburse the City for such costs over and above those which would 4 have been incurred under a normal schedule of production as determined by the 5 Engineer. 6 F. Manufacturer's Technician for Pipe Installation 7 1. Pipe Manufacturer's Representative 8 a. During the construction period, the pipe manufacturer shall furnish the services 9 of a factory trained, qualified, job experienced technician to advise and instruct, 10 as necessary, in pipe laying and pipe jointing. 11 1) The technician shall assist and advise the Contractor in his pipe laying 12 operations and shall instruct construction personnel in proper joint 13 assembly and joint inspection procedures. 14 2) The technician is not required to be on -site full time; however, the 15 technician shall be regularly on -site during the first 2 weeks of pipe laying 16 and thereafter as requested by the Engineer, City or Contractor. 17 1.10 DELIVERY, STORAGE, AND HANDLING 18 A. Packing 19 1. Prepare pipe for shipment to: 20 a. Afford maximum protection from normal hazards of transportation 21 b. Allow pipe to reach project site in an undamaged condition 22 2. Pipe damaged in shipment shall not be delivered to the project site unless such 23 damaged pipe is properly repaired. 24 3. After the completed pipe and fittings have been removed from the final cure at 25 the manufacturing plant: 26 a. Protect pipe lining from drying by means of plastic end covers banded to the 27 pipe ends. 28 b. Maintain covers over the pipe ends at all times until ready to be installed. 29 c. Moisture shall be maintained inside the pipe by periodic addition of water as 30 necessary. 31 4. Pipes shall be carefully supported during shipment and storage. 32 a. Pipe, fittings and specials shall be separated so that they do not bear against 33 each other and the whole load shall be securely fastened to prevent 34 movement in transit. 35 b. Ship pipe on padded bunks with tie -down straps approximately over stuffing. 36 c. Store pipe on padded skids, sand or dirt berms, tires or other suitable means 37 to protect the pipe from damage. 38 d. Each end and each length of pipe, fitting or special (42-inches and larger) 39 and the middle of each pipe joint shall be internally supported and braced 40 with stulls to maintain a true circular shape. 41 i. Internal stulls shall consist of timber or steel firmly wedged and secured 42 so that stulls remain in place during storage, shipment and installation. 43 ii. Pipe shall be rotated so that one stull remains vertical during storage, 44 shipment and installation. 45 iii. At a minimum, stulls shall be placed at each end, each quarter point and 46 center. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 33 11 13 - 8 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 8 of 16 1 B. Delivery, Handling, and Storage 2 1. Once the first shipment of pipe has been delivered to the site, the Engineer and 3 the Contractor shall inspect the pipe's interior coating for excessive cracking. 4 a. If excessive cracking is found, exceeding the allowance in AWWA C303, 5 modify shipping procedures to reduce or eliminate cracking. 6 2. Deliver, handle and store pipe in accordance with the manufacturer's 7 recommendations to protect coating systems. 8 C. Marking for Identification 9 1. For each joint of pipe and each fitting, plainly hark on 1 end: 10 a. Class for which it is designated 11 b. Date of manufacturer 12 c. Identification number 13 d. Top centerlines shall be marked on all specials. 14 D. Point of Delivery 15 1. The Contractor is responsible for securing and maintaining a location to store the 16 material in accordance with Section 01 66 00. 17 18 1.11 WARRANTY [NOT USED] 19 PART 2 - PRODUCTS 20 2.1 OWNER -FURNISHED [NOT USED] 21 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 22 A. Manufacturers 23 1. Only the manufacturers as listed in the City's Standard Products List will be 24 considered as shown in Section 01 60 00. 25 a. The manufacturer must comply with this Specification and related Sections. 26 2. Any product that is not listed on the Standard Products List is considered a 27 substitution and shall be submitted in accordance with Section 01 25 00. 28 B. Materials 29 1. General 30 a. Pipe shall be manufactured in accordance with the latest revisions of 31 AWWA C303, AWWA M9, as well as the special requirements of this 32 Specification. 33 b. All pipe shall meet the requirements of NSF 61. 34 2. Cement 35 a. Cement for use in concrete and mortar shall be Type I or II Portland Cement. 36 3. Aggregates 37 a. Aggregates for concrete lining and coating shall conform to ASTM C33. 38 4. Sand 39 a. Sand used for inside and outside joints shall be of silica base, conforming to 40 ASTM C144. 41 5. Special Coating (Mortar Rings) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 33 11 13 -9 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 9 of 16 1 a. Pipe to be installed in casing shall have 2 built-up mortar rings, each 2 approximately 2 feet long and slightly higher than the pipe bell, to prevent the 3 pipe from being supported by the pipe bell. 4 b. Built-up mortar rings are to be applied at the quarter points of the pipe section. 5 6. Bushings, Couplings and Plugs 6 a. Where outlets or taps are threaded, furnish and install brass reducing bushings 7 in larger steel half couplings for the outlet size indicated. 8 b. Threaded plugs shall be brass. 9 7. Mixes 10 a. Cement Mortar 11 1) Cement mortar used for pouring joints shall consist of: 12 a) 1 part Portland Cement 13 b) 2 parts clean, fine, sharp silica sand 14 c) Mixed with water 15 d) No manufactured sand shall be permitted. 16 e) Exterior joint mortar shall be mixed to the consistency of thick cream. 17 f) Interior joint mortar shall be mixed with as little water as possible so 18 that the mortar is very stiff, but workable. 19 g) Cement shall be ASTM C150, Type I or Type II. 20 h) Sand shall conform to ASTM C144. 21 2) Cement mortar used for patching shall be mixed as per cement mortar for 22 inside joints. 23 8. Joint Wrappers 24 a. Joint wrappers shall be manufactured by Mar -Mac Manufacturing Company, or 25 approved equal. 26 b. For pipe within casing, Flex Protex joint filler, or approved equal, may be used 27 for pipes that can be welded from the interior. 28 9. Flexible Joint Couplings 29 a. Flexible Joint Couplings shall be Dresser Style 38, Smith -Blair Style 411 or 30 approved equal. 31 10. Pipe Ends 32 a. The standard pipe end shall include steel joint ring and a continuous solid 33 rubber ring gasket as per AWWA M9. 34 11. Gaskets 35 1) Flange in accordance with AWWA C207. 36 2) Provide Gaskets in accordance with Section 33 11 05. 37 12. Bolts and Nuts 38 a. Flanged Ends 39 1) Flange in accordance with AWWA C207. 40 2) Provide bolts and nuts in accordance with Section 33 11 05. 41 13. Isolation Flanges 42 a. Flanges required by the drawings to be Isolation Flanges shall conform to 43 Section 33 04 10. 44 14. Flange Coatings 45 a. Flange Coatings in accordance with Section 33 11 05. 46 15. Threaded Outlets 47 a. Where outlets or taps are threaded, Threaded with CC Threads and furnish and 48 install brass bushings for the outlet size indicated. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 331113 -10 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 10 of 16 1 16. Weld Lead Outlets (if applicable) 2 a. Use of threaded outlets for access for weld leads is permitted. 3 b. Additional outlet configurations shall be approved by the Engineer. 4 c. Outlets shall be welded after use. 5 17. Snap Rings 6 a. Snap rings shall be manufactured by Hanson, or approved equal. 7 C. Performance / Design Criteria 8 1. Pipe Design 9 a. Pipe shall be designed, manufactured and tested in accordance with the latest 10 revisions of AWWA C303, AWWA M9, as well as the special requirements of 11 this Specification. 12 b. Sizes and pressure classes (working pressure) shall be as specified in the 13 Drawings. 14 c. For the purposes of pipe design, working pressure plus transient pressure shall 15 be as indicated below. 16 d. Pipe design shall be based on trench conditions and design pressure class 17 specified in the Drawings. 18 e. Pipe shall be designed according to the methods indicated in AWWA C303 and 19 AWWA M9 for trench construction, using the following parameters: 20 1) Unit Weight of Fill (w) = 130 pounds per cubic foot 21 2) Live Load = AASHTO H-20 truck for unpaved conditions 22 3) Live Load = Cooper E-80 loading for railroad crossings 23 4) Trench Depth = As indicated on Drawings 24 5) Coefficient Kl; = 0.150 25 6) Trench Width (Bd) as indicated on Drawings 26 7) Bedding Conditions = as indicated on Drawings 27 8) Pressure Class = 150 psi min. working pressure 28 9) Surge Allowance = 100 psi minimum 29 a) where: Total Pressure (including surge) = 150 psi + 100 psi = 250 psi. 30 10) Deflection Lag Factor = 1.0 31 11) Soil Reaction Modulus (E') < 1,000 32 f. Trench depths indicated on Drawings shall be verified after existing utilities are 33 located. 34 1) Vertical alignment changes required because of existing utility or other 35 conflicts shall be accommodated by an appropriate change in pipe design 36 depth. 37 2) In no case shall pipe be installed deeper than its design allows. 38 2. Provisions for Thrust 39 a. Thrust at bends, tees or other fittings shall be resisted by restrained joints or 40 snap rings. 41 1) Thrust at bends adjacent to casing shall be restrained by welding joints 42 through the casing and a sufficient distance each side of the casing. 43 2) No thrust restraint contribution shall be allowed for pipe in casing unless 44 the annular space in the casing is filled with grout. 45 3) The distance for thrust restraint shown on the Drawings is the minimum 46 restraint and does not relieve the manufacturer from calculating the restraint 47 needs as specified herein. 48 a) In no case shall the restrained distance be less than indicated on the 49 Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside I11 & IV Water Main Connection City Project No. 01988 331113 -11 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 11 of 16 1 b. Restrained joints shall be used a sufficient distance from each side of the bend, 2 tee, plug or other fitting to resist thrust which develops at the design pressure of 3 the pipe. 4 1) The distance for thrust restraint shown on the Drawings is the minimum 5 restraint and does not relieve the manufacturer from calculating the restraint 6 needs as specified herein. 7 a) In no case shall the restrained distance be less than indicated on the 8 Drawings. 9 2) Restrained joints shall consist of welded joints or snap rings. 10 3) In areas where restrained joints are used for thrust restraint, the pipe shall 11 have adequate cylinder thickness to transmit the thrust forces. 12 c. Thrust restraint design 13 1) The length of pipe with restrained joints to resist thrust forces shall be 14 verified by the pipe manufacturer in accordance with AWWA M9 and the 15 following: 16 a) The Weight of Earth (We) shall be calculated as the weight of the 17 projected soil prism above the pipe. 18 (1) Soil Density = 130 pounds per cubic foot (maximum value to be 19 used for unsaturated soil). 20 d. Thrust collars will only be permitted for temporary plugs. 21 1) Thrust collars may not be used for any other application, unless approved in 22 writing by the Engineer. 23 3. Inside Diameter 24 a. The inside diameter, of the cement mortar lining shall be the nominal diameter 25 specified, unless otherwise indicated on the Drawings. 26 4. Joint Bonds, Insulated Connections and Flange Gaskets 27 a. Joint Bonds, Insulated Connection and Flange Gaskets shall be in accordance 28 with Section 33 04 10. 29 5. Bend Fittings 30 a. All bend fittings shall be long radius to permit passage of pipeline pigs. 31 6. Fittings with Flanges 32 1) Flanged joints shall be provided at connections to valves and where 33 indicated on the Drawings. 34 2) Ends to be fitted with slip-on flanges shall have the longitudinal or spiral 35 welds ground flush to accommodate the type of flanges provided. 36 3) Pipe flanges and welding of flanges to Concrete Pressure Pipe shall 37 conform to the requirements of AWWA C207 and AWWA C206. 38 4) Pipe flanges shall be of rated pressure equal to or greater than the adjacent 39 pipe class. 40 5) Flanges shall match the fittings or appurtenances which are to be attached. 41 6) Flanges shall be Class E with 275 psi working pressure in accordance with 42 AWWA C207 and in accordance with ASME B16.1 Class 125 for areas 43 designated with a 225 psi test pressure. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 331113-12 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 12 of 16 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 INSTALLATION 8 A. General 9 1. Install Concrete Pressure Pipe, fittings, specials and appurtenances as required for 10 the proper functioning of the completed pipe line. 11 2. Install pipe, fittings, specials and appurtenances as specified herein, as specified in 12 AWWA M9, and in accordance with the pipe manufacturer's recommendations. 13 3. Lay pipe to the lines and grades show on the Drawings. 14 4. Excavate, embed and backfill trenches in accordance with Section 33 05 10. 15 5. At the close of each operating day: 16 a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after 17 the laying operation. 18 b. Effectively seal the open end of the pipe using a gasketed night cap. 19 6. If pipe is placed in casing, restrain pipe from floating as required in Article 1.6.B.4. 20 B. Pipe Handling 21 1. Haul and distribute pipe fittings at the project site and handle piping with care to 22 avoid damage. 23 2. Before lowering into the trench and inspect each joint of pipe and reject or repair 24 any damaged pipe. 25 3. Pipe shall be handled at all times with a minimum of 1 wide non-abrasive sling, 26 belts or other equipment designed to prevent damage to the coating or lining. 27 4. The equipment shall be kept in such repair that its continued use is not injurious to 28 the coating. 29 5. The spacing of pipe supports required to handle the pipe shall be adequate to 30 prevent cracking or damage to the lining or coating. 31 C. Pipe Jointing 32 1. General 33 a. Thoroughly clean the bell and spigot rings before laying each joint of pipe by 34 brushing and wiping. 35 b. If any damage to the protective coating on the metal has occurred, repair the 36 damage before laying the pipe. 37 c. Lubricate the gasket and the inside surface of the bell with an approved 38 lubricant (flax soap) which will facilitate the telescoping of the joint. 39 d. Tightly fit together sections of pipe and exercise care to secure true alignment 40 and grade. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 33 11 13 - 13 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 13 of 16 1 e. When a joint of pipe is being laid, place the gasket on the spigot ring and enter 2 the spigot end of the pipe into the bell of the adjoining pipe and force into 3 position. 4 1) The inside joint space between ends of the pipe sections shall have an 5 opening within the tolerances as recommended by the pipe manufacturer. 6 f. No "blocking up" of pipe or joints will be permitted, and if the pipe is not 7 uniformly supported or the joint not made up properly, remove the joint and 8 properly prepare the trench. 9 g. After joining, check the position of the gasket with a feeler gauge. 10 1) If the gasket is out of position, disassemble the joint and repeat the joint 11 laying procedure. 12 h. For interior welded joints, complete backfilling before welding. 13 i. For exterior field -welded joints, provide adequate working room under and 14 beside the pipe. 15 2. Exterior Joints 16 a. Make the exterior joint by placing a joint wrapper around the pipe and secure in 17 place with 2 metal straps. 18 1) The wrapper shall be 9 inches wide for pipe 36-inches and larger, and 7 19 inches wide for smaller pipe, hemmed on each side. 20 2) The wrapper shall be fiberglass reinforced or burlap cloth, with lengths 21 encircling the pipe, leaving enough opening between ends to allow the 22 mortar to be poured inside the wrapper into the joint. 23 3) Fill the joint with mortar from 1 side in 1 continuous operation until it has 24 flowed entirely around the pipe. 25 4) During the filling of the joint, pat or manipulate the sides of the wrapper to 26 settle the mortar and expel any entrapped air. 27 5) Leave wrappers in place undisturbed until the mortar has set-up. 28 3. Interior Joints 29 a. Upon completion of backfilling of the pipe trench, fill the inside joint recess 30 with a stiff cement mortar/high-strength grout. 31 b. Prior to placing of mortar/grout, clean out dirt or trash which has collected in 32 the joint and moisten the concrete surfaces of the joint space by spraying or 33 brushing with a wet brush. 34 c. Ram or pack the stiff mortar/grout into the joint space and take extreme care to 35 insure that no voids remain in the joint space. 36 d. After the joint has been filled, level the surfaces of the joint mortar/grout with 37 the interior surfaces of the pipe with a steel trowel so that the surface is smooth. 38 e. Interior joints of pipe smaller than 21-inches shall have the bottom of the bell 39 buttered with grout, prior to inserting the spigot, such that when the spigot is 40 pushed into position it will extrude surplus grout from the joint. 41 1) The surplus grout shall be struck off flush with the inside of the pipe by 42 pulling a filled burlap bag or an inflated ball through the pipe with a rope. 43 4. Welded Joints 44 a. Weld joints in accordance with the AWWA M9. 45 1) Contractor shall provide adequate ventilation for welders and for the City to 46 observe welds. 47 2) Unless otherwise specified on the Drawings, welds shall be full circle fillet 48 welds. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 331113 -14 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 14 of 16 1 b. Adequate provisions for reducing temperature stresses shall be the 2 responsibility of the Contractor. 3 c. Before welding: 4 1) Thoroughly clean pipe ends. 5 2) Weld pipe by machine or by the manual shielded electric arc process. 6 d. Welding shall be performed so as not to damage lining or coating. 7 e. Furnish labor, equipment, tools and supplies, including shielded type welding 8 rod. 9 1) Protect welding rod from any deterioration prior to its use. 10 2) If any portion of a box or carton is damaged, reject the entire box or carton. 11 f. In all hand welding: 12 1) The metal shall be deposited in successive layers. 13 2) Not more than 1/8 inch of metal shall be deposited in each pass. 14 3) Each pass except the final 1, whether in butt or fillet welds, shall be 15 thoroughly bobbed or peened to relieve shrinkage stresses and to remove 16 dirt, slag or flux before the succeeding bead is applied. 17 4) Each pass shall be thoroughly fused into the plates at each side of the 18 welding groove or fillet and shall not be permitted to pile up in the center of 19 the weld. 20 5) Undercutting along the side shall not be permitted. 21 g. Welds shall be free from pin holes, non-metallic inclusions, air pockets, 22 undercutting and/or any other defects. 23 h. If the ends of the pipe are laminated, split or damaged to the extent that 24 satisfactory welding contact cannot be obtained, remove the pipe from the line. 25 i. Furnish each welder employed with a steel stencil for marking the welds so that 26 the work of each welder may be identified. 27 1) Have each welder stencil the pipe adjacent to the weld with the stencil 28 assigned to him. 29 a) In the event any welder leaves the job, his stencil shall be voided and 30 not duplicated if another welder is employed. 31 j. Welders 32 1) Each welder employed by the Contractor shall be required to satisfactorily 33 pass a welding test in accordance with AWWA C206 before being allowed 34 to weld on the line. 35 2) After each welder has qualified in the preliminary tests referred to above, 36 inspections shall be made of joints in the line. 37 a) The inspection will be done by a Certified Welding Inspector retained 38 by the City. 39 3) Any welder making defective welds shall not be allowed to continue to 40 weld. 41 k. Weld Testing 42 1) Dye penetrant tests in accordance with ASTM E165, or magnetic particle 43 test in accordance with AWWA C206 and set forth in AWS D.1.1. shall be 44 performed by the Contractor under the supervision and inspection of the 45 City's Representative or an independent testing laboratory, on all full 46 welded joints. 47 a) Welds that are defective will be replaced or repaired, whichever is 48 deemed necessary by the Engineer, at the Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 331113 -15 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 15 of 16 1 b) If the Contractor disagrees with the Engineer's interpretation of welding 2 tests, test sections may be cut from the joint for physical testing. The 3 Contractor shall bear the expense of repairing the joint, regardless of 4 the results of physical testing. 5 (1) The procedure for repairing the joint shall be approved by the 6 Engineer before proceeding. 7 5. Protection of Exposed Metal 8 a. Protect exposed ferrous metal by a minimum of 1 inch coating of cement 9 mortar as previously specified for inside joints, unless otherwise specified in 10 the Drawings. 11 b. Exposed large flat surfaces such as flanges, bolts, caulked joints, threaded 12 outlets, closures, etc., shall have coating reinforced with galvanized wire mesh. 13 c. Thoroughly clean and wet the surface receiving a cement mortar coating with 14 water just prior to placing the cement mortar coating. 15 d. After placing, take care to prevent cement mortar from drying out too rapidly 16 by covering with damp earth or burlap. 17 e. Cement mortar coating shall not be applied during freezing weather. 18 6. Patching 19 a. Excessive field -patching of lining or coating shall not be permitted. 20 b. Patching of lining or coating will be allowed where area to be repaired does not 21 exceed 100 square inches and has no dimensions greater than 12 inches. 22 c. In general, there shall not be more than 1 patch on either the lining or the 23 coating of any 1 joint of pipe. 24 d. Wherever necessary to patch the pipe, make patch with cement mortar as 25 previously specified for interior joints. 26 e. Do not install patched pipe until the patch has been properly and adequately 27 cured and approved for laying by the City. 28 f. Promptly remove rejected pipe from the site. 29 3.5 REPAIR / RESTORATION [NOT USED] 30 3.6 RE -INSTALLATION [NOT USED] 31 3.7 FIELD QUALITY CONTROL 32 A. Field [oR] Site Tests and Inspections 33 1. Cleaning and Testing 34 a. Cleaning, disinfection, hydrostatic testing and bacteriological testing of water 35 mains 36 1) Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the 37 water main as specified in Section 33 04 40. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 331113 -16 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 16 of 16 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 10 DATE NAME 12/20/2012 D. Johnson Revision Log SUMMARY OF CHANGE 1.10.A.4.d. — Size revision for stull requirement 2.2.B.10, 11, 12 and 13 — Added reference to Sections 33 11 05 and 33 04 10; removed material specifications for bolts, nuts and gaskets CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 2 3 PART 1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 331114-1 BURIED STEEL PIPE AND FITTINGS Page 1 of 27 SECTION 33 11 14 BURIED STEEL PIPE AND FITTINGS A. Section Includes: 1. Buried Steel Pipe 21 16-inches and larger for potable water applications B. Deviations from this City of Fort Worth Standard Specification 1. Revised to allow 16 inch pipe diameter size. C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 11 Contract 12 2. Division 1 13 3. Section 33 14 4. Section 33 15 5. Section 33 16 6. Section 33 17 7. Section 33 — Bidding Requirements, Contract Forms, and Conditions of the — General Requirements 01 31 — Closed Circuit Television (CCTV) Inspection 04 10 — Joint Bonding and Electrical Isolation 04 40 — Cleaning and Acceptance Testing of Water Mains 05 10 —Utility Trench Excavation, Embedment, and Backfill 11 05 — Bolts, Nuts, and Gaskets 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Buried Steel Pipe 21 a. Measurement 22 1) Measured horizontally along the surface from center line to center line of 23 the fitting or appurtenance 24 b. Payment 25 1) The work performed and materials furnished in accordance with this Item 26 and measured as provided under "Measurement" will be paid for at the unit 27 price bid per linear foot of"Steel AWWA C200 Pipe" installed for: 28 a) Various sizes 29 b) Various type of backfill 30 c. The price bid shall include: 31 1) Furnishing and installing Buried Steel Pipe with joints as specified by the 32 Drawings 33 2) Mobilization 34 3) Coating 35 4) Lining 36 5) Pavement removal 37 6) Excavation 38 7) Hauling 39 8) Disposal of excess material 40 9) Furnishing, placement and compaction of embedment 41 10) Thrust restraint CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 3311 14-2 BURIED STEEL PIPE AND FITTINGS Page 2 of 27 1 11) Bolts and nuts 2 12) Welding 3 13) Gaskets 4 14) Furnishing, placement and compaction of backfill 5 15) Trench water stops 6 16) Clean-up 7 17) Cleaning 8 18) Disinfection 9 19) Testing 10 2. Buried Steel Pipe Fittings 11 a. Measurement 12 1) Measurement for this Item shall be by lump sum. 13 b. Payment 14 1) The work performed and materials furnished in accordance with this Item 15 and measured as provided under "Measurement" will be paid for at the 16 lump sum price bid for "Steel Fittings". 17 c. The price bid shall include: 18 1) Furnishing and installing Buried Steel Pipe with joints as specified by the 19 Drawings 20 2) Mobilization 21 3) Coating 22 4) Lining 23 5) Pavement removal 24 6) Excavation 25 7) Hauling 26 8) Disposal of excess material 27 9) Furnishing, placement and compaction of embedment 28 10) Thrust restraint 29 11) Bolts and nuts 30 12) Welding 31 13) Gaskets 32 14) Furnishing, placement and compaction of backfll 33 15) Trench water stops 34 16) Clean-up 35 17) Cleaning 36 18) Disinfection 37 19) Testing 38 1.3 REFERENCES 39 A. Reference Standards 40 1. Reference standards cited in this Specification refer to the current reference 41 standard published at the time of the latest revision date logged at the end of this 42 Specification, unless a date is specifically cited. 43 2. American Architectural Manufacturers Association (AASHTO). 44 3. American Society of Mechanical Engineers (ASME): 45 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings Classes 25, 125 and 250). 46 4. ANSI International (ASTM): 47 a. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 PDI 48 Tensile Strength. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 33 11 14 - 3 BURIED STEEL PIPE AND FITTINGS Page 3 of 27 1 b. B 117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 2 c. B633, Standard Specification for Electrodeposited Coatings of Zinc on Iron and 3 Steel. 4 d. C33, Standard Specifications for Concrete Aggregates. 5 e. C144, Standard Specification for Aggregate for Masonry Mortar. 6 f. C150, Standard Specification for Portland Cement. 7 g. C216, Standard Specification for Facing Brick (Solid Masonry Units Made 8 from Clay or Shale). 9 h. D16, Standard Terminology for Paint, Related Coatings, Materials, and 10 Applications. 11 i. D242, Standard Specification for Mineral Filler for Bituminous Paving 12 Mixtures. 13 j. DD522, Standard Test Methods for Mandrel Bend Test of Attached Organic 14 Coatings. 15 k. D2240, Standard Test Method for Rubber Property-Durometer Hardness. 16 1. D4541, Standard Test Method for Pull -Off Strength of Coatings Using Portable 17 Adhesion Testers. 18 m. E165, Standard Practice for Liquid Penetrant Examination for General Industry. 19 5. American Welding Society (AWS) 20 6. D1.1, Structure Welding Code - Steel. 21 7. American Water Works Association (AWWA): 22 a. C200, Steel Water Pipe - 6 Inches and Larger. 23 b. C205, Cement Mortar Protective Lining and Coating for Steel Water Pipe 4 Ins 24 and Larger Shop -Applied. 25 c. C206, Field Welding of Steel Water Pipe. 26 d. C207, Steel Pipe Flanges for Waterworks Service - Sizes 4 IN through 144 IN 27 e. C208, Dimensions for Fabricated Steel Water Pipe Fittings. 28 f. C210, Liquid -Epoxy Coating Systems for the Interior and Exterior of Steel 29 Water Pipelines. 30 g. C216, Heat Shrinkable Cross -Linked Polyolefin Coatings for the Exterior of 31 Special Sections, Connections, and Fittings for Steel Water Pipelines 32 h. C222, Polyurethane Coatings for the Interior and Exterior of Steel Water Pipe 33 and Fittings 34 i. M11, Steel Pipe - A Guide for Design and Installation. 35 8. American Water Works Association/American National Standards Institute 36 (AWWA/ANSI): 37 a. C111/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and 38 Fittings. 39 9. International Organization for Standardization (ISO). 40 10. NACE International (NACE): 41 a. SP0188, Discontinuity (Holiday) Testing of New Protective Coatings on 42 Conductive Substrates. 43 11. NSF International (NSF): 44 a. 61, Drinking Water System Components - Health Effects. 45 12. Spray Polyurethane Foam Alliance (SPFA). 46 13. Society for Protective Coatings (SSPC)/National Associate of Corrosion Engineers 47 (NACE) 48 a. PA 2, Measurement of Dry Coating Thickness with Magnetic Gages. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 33 11 14 - 4 BURIED STEEL PIPE AND FITTINGS Page 4 of 27 1 b. SP 1, Solvent Cleaning. 2 c. SP 2, Hand Tool Cleaning. 3 d. SP 3, Power Tool Cleaning. 4 14. Society for Protective Coatings/National Associate of Corrosion Engineers 5 (SSPC/NACE) 6 a. SP 10/NACE No. 2, Near -White Blast Cleaning. 7 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 8 1.5 SUBMITTALS 9 A. Submittals shall be in accordance with Section 01 33 00. 10 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 11 specials. 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 13 A. Product Data 14 1. Exterior Coating 15 a. Material data 16 b. Application recommendations 17 c. Field touch-up procedures 18 2. Heat Shrink Sleeves, if applicable 19 a. Material data 20 b. Installation recommendations 21 3. Joint Wrappers, if applicable 22 a. Material data 23 b. Installation recommendations 24 4. Mixes 25 a. Mortar for interior joints and patches 26 b. Bonding agents for patches 27 5. Gaskets 28 B. Shop Drawings 29 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in 30 Texas including: 31 a. Internal pressure 32 1) Maximum design pressure 33 2) Surge pressure 34 b. External pressure 35 1) Deflection 36 2) Buckling 37 3) Extreme loading conditions 38 c. Special physical loading such as supports or joint design 39 d. Thermal expansion and/or contraction 40 2. Thrust restraint calculations for all fittings and valves including the restraint length 41 sealed by a Licensed Professional Engineer in Texas to verify the restraint lengths 42 shown in the Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 33 11 14 -5 BURIED STEEL PIPE AND FITTINGS Page 5 of 27 1 3. Fabrication and lay drawings showing a schematic location with profile and a 2 tabulated layout schedule that is sealed by a Licensed Professional Engineer in 3 Texas and includes: 4 a. Pipe class 5 b. Joint types 6 c. Fittings 7 d. Outlets 8 e. Thrust Restraint 9 f. Stationing (in accordance with the Drawings) 10 g. Transitions 11 h. Joint deflection 12 i. Interior lining 13 j. Outlet locations for welding, ventilation, and access 14 k. Welding requirements and provisions for thermal stress control 15 C. Certificates and Test Reports 16 1. Prior to shipment of the pipe, the pipe manufacturer shall submit the following: 17 a. A Certificate of Adequacy of Design stating that the pipe to be furnished 18 complies with AWWA C200, AWWA C205, AWWA C210, AWWA C222 19 and these Specifications. 20 b. Copies of results of factory hydrostatic tests shall be provided to the Engineer. 21 c. Mill certificates, including chemical and physical test results for each heat of 22 steel. 23 d. A Certified Test Report from the polyurethane coating manufacturer indicating 24 that the coatings were applied in accordance with manufacturer's requirements 25 and in accordance with this Specification. 26 e. Certified test reports for welder certification for factory and field welds in 27 accordance with AWWA C200, Section 4.11. 28 f. Certified test reports for cement mortar tests. 29 g. Certified test reports for steel cylinder tests. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Qualifications 34 1. Manufacturers 35 a. Shall be certified under S.P.F.A. or I.S.O. quality certification program for steel 36 pipe and accessory manufacturing 37 b. Finished pipe shall be the product of 1 manufacturer. 38 c. Pipe manufacturing operations (pipe, lining and coatings) shall be performed 39 under the control of the manufacturer. 40 d. The pipe manufacturer shall not have less than 5 years successful experience 41 manufacturing pipe of the particular type and size indicated or demonstrate an 42 experience record that is satisfactory to the Engineer and City. 43 1) This experience record will be thoroughly investigated by the Engineer, and 44 acceptance will be at the sole discretion of the Engineer and City. 45 2) Pipe manufacturing operations (pipe, fittings, lining, coating) shall be 46 performed at 1 location, unless otherwise approved by the Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 331114-6 BURIED STEEL PIPE AND FITTINGS Page 6 of 27 1 e. Manufacture pipe in accordance with the latest revisions of AWWA C200, 2 AWWA C205, AWWA C210 and AWWA C222, 3 1.10 DELIVERY, STORAGE, AND HANDLING 4 A. Packing 5 1. Prepare pipe for shipment to: 6 a. Afford maximum protection from normal hazard of transportation 7 b. Allow pipe to reach project site in an undamaged condition 8 2. Pipe damaged in shipment shall not be delivered to the project site unless such 9 damaged pipe is properly repaired. 10 3. After the completed pipe and fittings have been removed from the final cure at the 11 manufacturing plant: 12 a, Protect pipe lining from drying by means of plastic end covers banded to the 13 pipe ends. 14 b. Maintain covers over the pipe ends at all times until ready to be installed. 15 c. Moisture shall be maintained inside the pipe by periodic addition of water, as 16 necessary. 17 4. Pipes shall be carefully supported during shipment and storage. 18 a. Pipe, fittings and specials shall be separated so that they do not bear against 19 each other and the whole load shall be securely fastened to prevent movement 20 in transit. 21 b. Ship pipe on padded bunks with tie -down straps approximately over stulling. 22 c. Store pipe on padded skids, sand or dirt berms, tires or other suitable means to 23 protect the pipe from damage. 24 d. Each end of each length of pipe, fitting or special and the middle of each pipe 25 joint shall be internally supported and braced with stulls to maintain a true 26 circular shape. 27 1) Internal stulls shall consist of timber or steel firmly wedged and secured so 28 that stulls remain in place during storage, shipment and installation. 29 2) Pipe shall be rotated so that 1 stull remains vertical during storage, 30 shipment and installation. 31 3) At a minimum, stulls shall be placed at each end and center. 32 a) Additional stulls may be required depending upon the length of the 33 joints and pipe design. 34 4) Stulls shall not be removed until backfill operations are complete 35 (excluding final clean up), unless it can be demonstrated to the City's 36 satisfaction that removal of stulls will not adversely affect pipe installation. 37 B. Delivery, Handling, and Storage 38 1. Once the first shipment of pipe has been delivered to the site, the Engineer and the 39 Contractor shall inspect the pipe's interior coating for excessive cracking. 40 2. If excessive cracking is found, the Contractor shall modify shipping procedures to 41 reduce or eliminate cracking. 42 3. Deliver, handle and store pipe in accordance with the manufacturer's 43 recommendations to protect coating systems. 44 4. Secure and maintain a location to store the material in accordance with Section 01 45 66 00. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 33 11 14 - 7 BURIED STEEL PIPE AND FITTINGS Page 7 of 27 1 1.11 FIELD CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER -FURNISHED [NOT USED] 5 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 6 A. Manufacturers 7 1. Only the manufacturers as listed by the City's Standard Products List will be 8 considered as shown in Section 01 60 00. 9 a. The manufacturer must comply with this Specification and related Sections. 10 2. Any product that is not listed on the Standard Products List is considered a 11 substitution and shall be submitted in accordance with Section 01 25 00. 12 B. Materials 13 1. General 14 a. Pipe shall be manufactured in accordance with the latest revisions of AWWA 15 C200, AWWA C205, AWWA C210 and AWWA C222. 16 b. All pipe lining material in contact with potable water shall meet the 17 requirements of NSF 61. 18 2. Exterior Polyurethane Coating 19 a. For Pipe: 20 1) Polyurethane Coating shall be factory applied and meet the requirements of 21 AWWA C222. Use a Coating Standard ASTM D16, Type V system which 22 is a 100 percent solids, 2-component polyurethane (or 2-package 23 polyisocyanate, polyol-cured urethane) coating. 24 a) Components shall have balanced viscosities in their liquid state and 25 shall not require agitation during use. 26 b) Conversion to Solids by Volume: 97 percent ± 3 percent 27 c) Temperature Resistance: Minus 40 degrees F and plus 150 degrees F 28 d) Minimum Adhesion: 1500 psi, when applied to steel pipe which has 29 been blasted to comply with SSPC SP 10/NACE No. 2 30 (1) Cure Time: For handling in 2-3 minutes at 120 degrees F and full 31 cure within 7 days at 70 degrees F 32 e) Maximum Specific Gravities 33 (1) Polyisocyanate resin, 1.20 34 (2) Polyol resin, 1.15 35 f) Minimum Impact Resistance: 80 inch -pounds using 1-inch diameter 36 steel ball 37 g) Minimum Tensile Strength: 2000 psi 38 h) Hardness: Minimum Durometer hardness of 65 on the Shore D scale in 39 accordance with ASTM D2240 40 i) Flexibility Resistance 41 (1) ASTM D522 using 1-inch mandrel 42 (2) Allow coating to cure for 7 days. 43 (3) Perform testing on test coupons held for 15 minutes at temperature 44 extremes specified above. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 33 11 14 -8 BURIED STEEL PIPE AND FITTINGS Page 8 of 27 1 j) Dry Film Thickness: 35 mils 2 k) Coating shall be a self priming, plural component, 100 percent solids, 3 non -extended polyurethane, suitable for burial or immersion and shall 4 be: 5 (1) Corropipe II Omni as manufactured by Madison Chemical 6 Industries Inc. 7 (2) Durashield 210 as manufactured by LifeLast, Inc., or 8 (3) Protec II, as manufactured by ITW — Futura Coatings, Inc. 9 2) The coating manufacturer shall have a minimum of 5 years experience in 10 the production of this type coating. 11 b. For Specials, Fittings, Repair and Connections 12 1) Provide shop -applied and field -applied coating as follows: 13 a) Corropipe II Omni, and GP II (E) Touch -Up, respectively, as 14 manufactured by Madison Chemical Industries, or 15 b) Durashield 210, Durashield 310, or Durashield 310 JARS as 16 manufactured by LifeLast, Inc., or 17 c) Protec II, or as recommended by the coating manufacturer. 18 d) Properties specified above. 19 e) Mix and apply polyurethane coatings in accordance with the coating 20 manufacturer's recommendations. 21 3. Cement Mortar Linings 22 a. Cement mortar linings shall be shop -applied. 23 b. Shop -applied cement mortar linings shall conform to the requirements of 24 AWWA C205 with the following modifications: 25 1) Sand used for cement mortar shall be silica sand ASTM C33. 26 2) Curing of the linings shall conform to the requirements of AWWA C205. 27 4. Gaskets 28 1) Flange in accordance with AWWA C207. 29 2) Provide Gaskets in accordance with Section 33 11 05. 30 5. Bolts and Nuts 31 a. Flanged Ends 32 1) Flange in accordance with AWWA C207. 33 2) Provide bolts and nuts in accordance with Section 33 11 05. 34 6. Flange Coatings 35 a. Flange Coatings in accordance with Section 33 11 05. 36 7. Steel shall: 37 a. Meet the requirements of AWWA C200 38 b. Be of continuous casting 39 c. Be homogeneous 40 d. Be suitable for field welding 41 e. Be fully kilned 42 f. Be fine austenitic grain size 43 8. Bend Fittings 44 a. Fabricate all fittings from hydrostatically tested pipe. 45 b. All bend fittings shall be long radius to permit easy passage of pipeline pigs. 46 9. Threaded Outlets 47 a. Where outlets or taps are threaded, Threaded with CC Threads and furnish and 48 install brass bushings for the outlet size indicated. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 33 11 14 - 9 BURIED STEEL PIPE AND FITTINGS Page 9 of 27 1 10. Weld Lead Outlets 2 a. Use of threaded outlets for access for weld leads is permitted. 3 b. Additional outlet configurations shall be approved by the Engineer. 4 c. Outlets shall be welded after use. 5 11. Mixes 6 a. Mortar for Joints 7 1) Mortar shall be 1 part cement to 2 parts sand. 8 2) Cement shall be ASTM C150, Type I or II. 9 3) Sand shall be of sharp silica base. 10 a) Sand shall conform to ASTM C144. 11 4) Interior joint mortar shall be mixed with as little water as possible so that 12 the mortar is very stiff, but workable. 13 5) Water for cement mortar shall be from a potable water source. 14 6) Mortar for patching shall be as per interior joints. 15 b. Bonding Agent 16 1) Bonding Agent for Cement Mortar Lining must meet NSF 61, if cement 17 lining is in contact with potable water. 18 2) Bonding agent for cement mortar lining patching shall be: 19 a) Probond Epoxy Bonding Agent ET-150, parts A and B 20 b) Sikadur 32 Hi -Mod, or 21 c) Approved equal 22 12. Heat Shrink Sleeves for Polyurethane Coated Steel Pipe 23 a. Primer: Provide as recommended by the sleeve manufacturer. 24 b. Filler Mastic: Provide mastic filler as recommended by the heat shrink sleeve 25 manufacturer. 26 1) Size and type shall be as recommended by the sleeve manufacturer for type 27 of pipe and joint. 28 c. Joint Coating: Cross -linked polyolefin wrap or sleeve with a mastic sealant, 85 29 mils total thickness, suitable for pipeline operating temperature, sleeve material 30 recovery as recommended by the manufacturer. 31 1) High recovery sleeves shall be provided for bell and spigot and coupling 32 style joints with a minimum of 50 percent recovery. 33 2) Sleeve length shall provide a minimum of 3 inches overlap onto intact pipe 34 coating on each side of the joint. 35 3) Width to take into consideration shrinkage of the sleeve due to installation 36 and joint profile 37 d. Heat shrink sleeves shall meet AWWA C216, as manufactured by: 38 1) Canusa 39 2) Raychem, or 40 3) Approved equal 41 e. Provide heat shrink sleeve suitable to interior joint welding without damage to 42 heat shrink sleeve. 43 C. Performance / Design Criteria 44 1. Pipe Design 45 a. Steel pipe shall be designed, manufactured and tested in conformance with 46 AWWA C200, AWWA M11 and these Specifications. 47 b. Sizes and pressure classes (working pressure) shall be as shown below. 48 c. For the purpose of pipe design, the transient pressure plus working pressure 49 shall be as indicated below. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 331114 -10 BURIED STEEL PIPE AND FITTINGS Page 10 of 27 1 d. Fittings, specials and connections shall be designed for the same pressures as 2 the adjacent pipe. 3 e. Pipe design shall be based on trench conditions and the design pressure in 4 accordance with AWWA M11; using the following parameters: 5 1) Unit Weight of Fill (W) = 130 pounds per cubic foot 6 2) Live Load 7 a) = AASHTO HS 20, at all locations except at railroads 8 b) = Cooper E80, at Railroads 9 3) Trench Depth = As indicated in the Drawings 10 4) Deflection Lag Factor (Di) = 1.0 11 5) Coefficient (K) = 0.10 12 6) Maximum Calculated Deflection: 13 a) Dx = 3 percent (for polyurethane coated pipe) 14 b) Dx = 2 percent (for cement mortar coated pipe) 15 7) Soil Reaction Modulus (E') < 1,000 16 8) Working Pressure = 150 psi 17 a) Test Pressure = 18 (1) No less than 1.25 minimum times the stated working pressure (187 19 psi minimum) of the pipeline measured at the highest elevation 20 along the test section. 21 (2) No less than 1.5 times the stated working pressure (225 psi 22 minimum) at the lowest elevation of the test section. 23 9) Surge Allowance = 100 psi, minimum 24 a) Where Total Pressure (including surge) = 150 psi + 100 psi = 250 psi 25 f. Fittings and specials shall be: 26 1) Designed in accordance with AWWA C208 and AWWA M11 except that 27 crotch plates shall be used for outlet reinforcement for all Pressure 28 Diameter Values, PDV, greater than 6,000. 29 g. Where the pipe requires additional external support to achieve the specified 30 maximum deflection, the Contractor and pipe supplier will be required to 31 furnish alternate methods for pipe embedment. 32 1) No additional compensation will be made to the Contractor by the Owner 33 where this method is required. 34 h. Trench depths indicated shall be verified after existing utilities are located. 35 1) Vertical alignment changes required because of existing utility or other 36 conflicts shall be accommodated by an appropriate change in pipe design 37 depth. , 38 2) In no case shall pipe be installed deeper than its design allows. 39 i. Field fabrication or cutting is not allowed, unless otherwise approved by the 40 City. 41 2. Provisions for Thrust 42 a. Thrust at bends, tees or other fittings shall be resisted by restrained joints. 43 1) Thrust at bends adjacent to casing shall be restrained by welding joints 44 through the casing and a sufficient distance each side of the casing. 45 2) The distance for thrust restraint shown on the Drawings is the minimum 46 restraint and does not relieve the manufacturer from calculating the restraint 47 needs as specified herein. 48 a) In no case shall the restrained distance be less than indicated on the 49 Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 331114-11 BURIED STEEL PIPE AND FITTINGS Page 11 of 27 1 b. Restrained joints shall be used a sufficient distance from each side of the bend, 2 tee, plug or other fitting to resist thrust which develops at the design pressure of 3 the pipe. 4 c. Restrained joints shall consist of welded joints. 5 d. The length of pipe designed with restrained joints to resist thrust shall be 6 verified by the pipe manufacturer in accordance with AWWA M11 and the 7 following: 8 1) The weight of the earth (We) shall be calculated as the weight of the 9 projected soil prism above the pipe, for unsaturated soil conditions 10 2) Soil Density = 110 pounds per cubic foot (maximum value to be used), for 11 unsaturated soil conditions 12 3) Coefficient of Friction = 0.25 (maximum value to be used for polyurethane 13 coated steel pipe). 14 4) If indicated on the Drawings and the Geotechnical Borings that ground 15 water is expected, account for reduced soil density. 16 5) For horizontal bends, the length of pipe to be restrained shall be calculated 17 as follows: 18 19 L= PA(1—cos A) 20 f (2We + Wp + Ww) 21 22 Where: 23 = Deflection angle 24 L = Length of pipe to be restrained on each side 25 P = internal pressure 26 A = Cross sectional area of pipe steel cylinder I.D. 27 We = Weight of prism of soil over the pipe 28 Wp = Weight of pipe 29 W„ = Weight of water 30 f = Coefficient of friction between pipe and soil 31 3. Inside Diameter 32 a. The inside diameter, including the cement -mortar lining, shall be a minimum of 33 the nominal diameter of the pipe specified, unless otherwise indicated on the 34 Drawings. 35 4. Wall Thickness 36 a. The minimum pipe wall steel thickness shall be as designed, but not less than 37 0.25 inches or pipe D/240, whichever is greater for pipe and fittings, with no 38 minus tolerance, where D is the nominal inside pipe diameter. 39 b. Where indicated on the Drawings, pipe and fittings shall have thicker steel pipe 40 wall. 41 c. The minimum steel wall thickness shall also be such that the fiber stress shall 42 not exceed: 43 1) 50 percent of the minimum yield strength of the steel for working pressure 44 and 45 2) 75 percent of the minimum yield strength of the steel at the maximum 46 pressure (including transient pressure), nor the following, at the specified 47 working pressure: 48 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 1 Pipe Type Polyurethane Coated Steel Mortar Coated Steel 33 11 14 - 12 BURIED STEEL PIPE AND FITTINGS Page 12 of 27 Maximum Stress at Working Pressure 23,000.psi NOT USED 2 3 d. Pipe which is placed in casing or tunnel shall have a minimum pipe wall steel 4 thickness of 0.375 inches or pipe D/144, whichever is greater, where D is the 5 nominal pipe diameter. 6 e. Pipe, fittings and specials shall be designed such that the maximum stresses in 7 the pipe due to thrust loading will not exceed 18,000 psi. 8 5. Seams 9 a. Except for mill -type pipe, the piping shall be made from steel plates rolled into 10 cylinders or sections thereof with the longitudinal and girth seams butt welded 11 or shall be spirally formed and butt welded. 12 1) There shall be not more than 2 longitudinal seams. 13 2) Girth seams shall be butt welded and shall not be spaced closer than 6 feet 14 except in specials and fittings. 15 6. Joint Length 16 a. Maximum joint length shall not exceed 50 feet. 17 b. Maximum joint length of steel pipe installed in casing shall meet the project 18 requirements. 19 c. Manufactured random segments of pipe will not be permitted for straight runs 20 of pipe. 21 1) Closing piece segments, however, shall be acceptable. 22 7. Joint Bonds, Insulated Connections and Flange Gaskets 23 a. Joint Bonds, Insulated Connection, and Flange Gaskets shall be in accordance 24 with Section 33 04 10. 25 8. Bend Fittings 26 a. All bend fittings shall be long radius to permit passage of pipeline pigs. 27 9. Pipe Ends 28 a. Pipe ends shall be: 29 1) Lap welded slip joints 30 2) Butt strap joint 31 3) Flanged joint 32 4) Flexible coupled joint 33 5) Roll groove gasket joint 34 b. Pipe ends shall be welded or harnessed where indicated and as necessary to 35 resist thrust forces. 36 1) Thrust at bends adjacent to casing shall be restrained by welding joints 37 through the casing and a sufficient distance each side of the casing. 38 c. Rubber Gasket Joint 39 1) Rubber gasketed joints (0-ring or Carnegie Joints) will only be allowed for 40 pipe sizes 54-inch diameter and smaller. 41 2) Joints shall conform to AWWA C200 standard. 42 3) The joints shall consist of: 43 a) Bell 44 (1) Flared bell end formed and sized by forcing the pipe or a plug die 45 or by expanding on segmental dies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 33 11 14 - 13 BURIED STEEL PIPE AND FITTINGS Page 13 of 27 1 b) Spigot 2 (1) Rolled spigot or carnegie shaped steel joint ring in accordance with 3 AWWA C200 and as shown as Item F or H in Figure 8-1 of the 4 AWWA M11. 5 4) The welded area of bell and spigot pipe ends shall be checked after forming 6 by the dye penetrant or magnetic particle method. 7 5) The difference in diameter between the interior diameter (I.D.) of the bell 8 and the outer diameter (O.D.) of the spigot shoulder at point of full 9 engagement with an allowable deflection shall be no more than 0.04 inches 10 as measured on the circumference with a diameter tape. 11 6) The gasket shall have sufficient volume to approximately fill the area of the 12 groove and shall conform to AWWA C200. 13 7) The joint shall be suitable for the specified test and/or surge pressure and 14 deflection. 15 8) Joints shall be of clearances such that water tightness shall be provided 16 under all operating and test conditions with a pipe diameter deflection 17 based upon the supplied pipe coating. 18 9) Joints shall be electrically continuous. 19 d. Lap Welded Slip Joint 20 1) Lap welded slip joint shall be provided in all locations for pipe larger than 21 16-inches and where joints are welded for thrust restraint. 22 2) Lap welded slip joints may be welded from the inside or outside. 23 3) Ends of pipe, fittings and specials for field welded joints shall be prepared 24 with 1 end expanded in order to receive a plain end making a bell and plain 25 end type of joint. 26 a) Clearance between the surfaces of lap joints shall not exceedl/8 inch at 27 any point around the periphery. 28 4) In addition to the provisions for a minimum lap of 1'/2 inches as specified in 29 AWWA C200, the depth of bell shall be such as to provide for a minimum 30 distance of 1 inch between the weld and the nearest tangent of the bell 31 radius when welds are to be located on the inside of the pipe. 32 e. Fittings with Flanges 33 1) Flanged joints shall be provided at connections to valves and where 34 indicated on the Drawings. 35 2) Ends to be fitted with slip-on flanges shall have the longitudinal or spiral 36 welds ground flush to accommodate the type of flanges provided. 37 3) Pipe flanges and welding of flanges to steel pipe shall conform to the 38 requirements of AWWA C207 and AWWA C206. 39 4) Pipe flanges shall be of rated pressure equal to or greater than the adjacent 40 pipe class. 41 5) Flanges shall match the fittings or appurtenances which are to be attached. 42 6) Flanges shall be Class E with 275 psi working pressure in accordance with 43 AWWA C207 and drilled in accordance with ASME B16.1 Class 125 for 44 areas designated with a 225 test pressure. 45 7) When Isolation Flanges are required by the Drawings, Drillings shall 46 accommodate the required spacing for mylar sleeves according to Section 47 33 04 10. 48 f. Flexible Couplings 49 1) Flexible couplings shall be provided where specified on the Drawings. 50 2) Ends to be joined by flexible couplings shall be: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 1 2 3 4 5 6 7 8 9 g• 331114 -14 BURIED STEEL PIPE AND FITTINGS Page 14 of 27 a) Plain end type, prepared as stipulated in AWWA C200. b) Welds on ends to be joined by couplings shall be ground flush to permit slipping the coupling in at least 1 direction to clear the pipe joint. c) Harness bolts and lugs shall comply with AWWA M11. Butt Strap Closure Joints 1) Where necessary to make closure to pipe previously laid, closure joints shall be installed using butt strap joints in accordance with AWWA C2O6 and applicable provisions of this Specification. 10 10. Polyurethane Coating 11 a. Applicator Qualifications 12 1) Equipment shall be certified by the coating manufacturer to meet the 13 requirements for: 14 a) Material mixing 15 b) Temperature control 16 c) Application rate 17 d) Ratio control for multi -part coatings 18 2) Equipment not meeting the written requirements of the coating 19 manufacturer shall be rejected for coating application until repairs or 20 replacement of the equipment is made to the satisfaction of the City. 21 3) Personnel responsible for the application of the coating system shall: 22 a) Provide certification of attendance at the coating manufacturer's 23 training class within the last 3 years 24 b) Be present during all coating application work and shall have 25 responsibility for controlling all aspects of the coating application 26 b. Surface Preparation 27 1) Remove visible oil, grease, dirt and contamination in accordance with 28 SSPC SP 1. 29 2) Remove surface imperfections such as metal slivers, burrs, weld splatter, 30 gouges or delaminations in the metal by filing or grinding prior to abrasive 31 surface preparation. 32 3) In cold weather or when moisture collects on the pipe and the temperature 33 of the pipe is less than 45 degrees F, preheat pipe to a temperature between 34 45 and 90 degrees F and 5 degrees F above dew point. 35 4) Clean pipe by abrasive blasting with a mixture of steel grit and shot to 36 produce the surface preparation cleanliness as required by coating 37 manufacturer and as specified. 38 a) Recycled abrasive shall be cleaned of debris and spent abrasive in an 39 air wash separator. 40 5) Blast media mixture and gradation shall be adequate to achieve a sharp 41 angular surface profile as required by coating manufacturer and to the 42 minimum depth specified. 43 6) Protect prepared pipe from humidity, moisture and rain. 44 7) Keep pipe clean, dry and free of flash rust. 45 a) Remove all flash rust, imperfections or contamination on cleaned pipe 46 surface by reblasting prior to primer application. 47 8) Complete priming and coating of pipe in a continuous operation the same 48 day as surface preparation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 33 11 14 - 15 BURIED STEEL PIPE AND FITTINGS Page 15 of 27 1 9) Abrasive blast exterior surfaces in accordance with SSPC SP 10/NACE No. 2 2; to a near -white blast cleaning with a minimum 3.0 mil angular profile in 3 bare steel. 4 c. Equipment 5 1) 2-component, heated airless spray unit in accordance with coating 6 manufacturer's recommendation 7 d. Temperature 8 1) Minimum 5 degrees F above dew point temperature 9 a) The temperature of the surface shall not be less than 60 degrees F 10 during application. 11 e. Humidity 12 1) Heating of pipe surfaces may be required to meet requirements of this 13 Section if relative humidity exceeds 80 percent. 14 f. Resin 15 1) Do not thin or mix resins; use as received. 16 2) Store resins at a temperature recommended by the coating manufacturer. 17 g. Application 18 1) Applicator shall be certified by the coating manufacturer and conform to 19 coating manufacturer's recommendations. 20 a) Thinning is not permitted. 21 2) Apply directly to pipe to achieve a total dry film thickness (DFT) of 35 22 mils. 23 3) Multiple -pass, 1 coat application process is permitted provided maximum 24 allowable recoat time specified by coating manufacturer is not exceeded. 25 4) Provide cutbacks in accordance with coating manufacturer's 26 recommendations as appropriate for the type of joint and heat shrink sleeve 27 to be used. 28 h. Recoating 29 1) Recoat only when coating has cured less than maximum time specified by 30 coating manufacturer. 31 2) When coating has cured for more than recoat time, brush -blast or 32 thoroughly sand the surface. 33 3) Blow -off cleaning using clean, dry, high pressure compressed air. 34 i. Curing 35 1) Do not handle pipe until coating has been allowed to cure, per 36 manufacturer's recommendations. 37 2.3 ACCESSORIES [NOT USED] 38 2.4 SOURCE QUALITY CONTROL 39 A. Marking for Identification 40 1. For each joint of pipe and each fitting, plainly mark on 1 end: 41 a. Class for which it is designated 42 b. Date of manufacturer 43 c. Identification number 44 d. Top centerlines shall be marked on all specials 45 B. Factory Testing 46 1. Cement Mortar Lining - Shop -applied cement mortar linings shall be tested in 47 accordance with AWWA C205. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 33 11 14 - 16 BURIED STEEL PIPE AND FITTINGS Page 16 of 27 1 2. Polyurethane Coating - The polyurethane coating shall be tested in accordance with 2 AWWA C222. 3 a. Thickness: Test thickness of coating in accordance with SSPC PA 2. 4 1) Test coating system applied to the pipe for holidays according to the 5 procedures outlined in NACE SP0188 using a high voltage spark tester 6 (operating at 100 volts per mil), for the dry film thickness (DFT) specified 7 of 35 mil. 8 b. Adhesion Testing 9 1) Polyurethane coatings or linings shall have an adhesion to steel of 1,500 10 pounds per square inch, minimum. 11 2) Test polyurethane coating adhesion to steel substrates using pneumatic pull 12 off equipment, such as HATE Model 108 or Delfesko Positest, in 13 accordance with ASTM D4541 and AWWA C222, except as modified in 14 this Section. 15 3) Adhesion testing records shall include: 16 a) Pipe identification 17 b) Surface tested (interior or exterior) 18 c) Surface temperature 19 d) Coating thickness 20 e) Tensile force applied 21 f) Mode of failure 22 g) Percentage of substrate failure relative of dolly surface 23 4) Glue dollies for adhesion testing to the coating surface and allowed to cure 24 for a minimum of 12 hours. 25 a) Because of high cohesive strength, score polyurethane coatings around 26 the dolly prior to conducting the adhesion test. 27 5) Failure shall be by adhesive and cohesive failure only. 28 a) Adhesive failure is defined as separation of the coating from the steel 29 substrate. 30 b) Cohesive failure is defined as failure within the coating, resulting in 31 coating remaining both on the steel substrate and dolly. 32 6) Retest partial adhesion and glue failure if the substrate failure is less than 33 50 percent relative of the dolly surface area and the applied tension was less 34 than the specified adhesion. 35 7) Glue failures in excess of the minimum required tensile adhesion are 36 accepted as meeting the specified adhesion requirements. 37 8) Conduct, accept and reject adhesion tests on polyurethane pipe coating and 38 lining independently (where applicable). 39 9) Frequency of adhesion testing in accordance with AWWA C222. 40 10) Randomly select repair patches on the polyurethane coating for adhesion 41 testing in a manner as described herein and at the discretion of the coating 42 inspector conducting the adhesion tests. 43 a) Adhesion of repairs shall be as specified by the coating manufacturer 44 for the type of repair. 45 C. Manufacturer's Technician for Pipe Installation 46 1. Pipe Manufacturer's Representative CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 331114 -17 BURIED STEEL PIPE AND FITTINGS Page 17 of 27 1 a. If required by the Engineer or requested by the Contractor during construction, 2 the pipe manufacturer shall furnish the services of a factory trained, qualified, 3 job experienced technician to advise and instruct as necessary in pipe laying. 4 and pipe jointing. 5 1) The technician shall assist and advise the Contractor in his pipe laying 6 operations and shall instruct construction personnel in proper joint 7 assembly and joint inspection procedures. 8 2) The technician is not required to be on -site full time; however, the 9 technician shall be regularly on -site during the first 2 weeks of pipe laying 10 and thereafter as requested by the Engineer, City or Contractor. 11 2. Polyurethane Coating Manufacturer's Representative 12 a. The pipe manufacturer shall provide services of polyurethane coating 13 manufacturer's representative and a representative from the heat shrink joint 14 manufacturer for a period of not less than 3 days at beginning of actual pipe 15 laying operations to advise Contractor and City regarding installation, including 16 but not limited to: 17 1) Handling and storage 18 2) Cleaning and inspecting 19 3) Coating repairs 20 4) Field applied coating 21 5) Heat shrink installation procedures 22 6) General construction methods and how they may affect pipe coating 23 b. Representative shall be required to return if, in the opinion of the Engineer, the 24 polyurethane coating or the Contractor's construction methods do not comply 25 with Contract Specifications. 26 1) Cost for the manufacturer's representatives to return to the site shall be at 27 no additional cost to the City. 28 D. Hydrostatic Pressure Testing 29 1. Perform hydrostatic pressure testing in accordance with AWWA C200. 30 2. Hydrostatically test each joint of pipe prior to application of lining or coating. 31 a. The internal test pressure shall be that which results in a fiber stress equal to 75 32 percent of the minimum yield strength of the steel used. 33 b. Each joint of pipe tested shall be completely watertight under maximum test 34 pressure. 35 c. Test pressure shall be held for sufficient time to observe the weld seams. 36 d. Maintain a recording pressure gauge, reference number of pipe tested, etc. 37 1) The pipe shall be numbered in order that this information can be recorded. 38 3. Test fittings by: 39 a. Hydrostatic test 40 b. Magnetic particle test 41 c. Ultrasonic 42 d. Radiography 43 e. Dye penetrant test 44 E. City Testing and Inspection 45 1. Pipe may be subject to inspection at the manufacturer's facility by an independent 46 testing laboratory, which laboratory shall be selected and retained by the City. 47 a. Representatives of the City, City's laboratory, or the Engineer shall have access 48 to the work whenever it is in preparation or progress. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 33 11 14 - 18 BURIED STEEL PIPE AND FITTINGS Page 18 of 27 1 b. Pipe manufacturer shall provide proper facilities for access and for inspection. 2 c. Pipe manufacturer shall notify the City in writing, a minimum of 2 weeks prior 3 to the pipe fabrication so that the City may advise the manufacturer as to the 4 City's decision regarding tests to be performed by an independent testing 5 laboratory. 6 d. Material, fabricated parts and pipe, which are discovered to be defective, or 7 which do not conform to the requirements of this Specification shall be subject 8 to rejection at any time prior to City's final acceptance of the product. 9 2. The inspection and testing by the independent testing laboratory anticipates that 10 production of pipe shall be done over a normal period of time and without "slow 11 downs" or other abnormal delays. 12 a. The pipe manufacturer shall coordinate their manufacturing schedule with the 13 Contractor and advise the Contractor of any changes in the schedule. 14 PART 3 - EXECUTION 15 3.1 INSTALLERS [NOT USED] 16 3.2 EXAMINATION [NOT USED] 17 3.3 PREPARATION [NOT USED] 18 3.4 INSTALLATION 19 A. General 20 1. Install steel pipe, fittings, specials and appurtenances as specified herein, as 21 specified in AWWA M11, in accordance with the pipe manufacturer's 22 recommendations and as required for the proper functioning of the completed pipe 23 I ine. 24 2. Lay pipe to the lines and grades as indicated in the Drawings. 25 3. Excavate, embed and backfill trenches in accordance with Section 33 05 10. 26 4. For installation of carrier pipe within casing, see Section 33 05 24. 27 5. Inspect and test each joint for holidays just prior to pipe being lowered into the 28 ditch. 29 a. All damaged areas and holidays are to be repaired before the pipe is lowered 30 into the trench. 31 6. Place and consolidate embedment and backfill prior to removing pipe stuns. 32 7. Maximum allowable pipe deflection is limited to: 33 a. 2 percent for mortar coated steel pipe 34 b. 3 percent for polyurethane coated steel pipe 35 8. Install bonds at all pipe joints, except for welded joints or insulated joints. 36 B. Pipe Handling 37 1. Haul and distribute pipe and fittings at the project site. 38 2. Handle pipe with care to avoid damage. 39 a. Pipe shall be handled at all times with sufficient non-abrasive slings, belts or 40 other equipment designed to prevent damage to the coating or lining. 41 b. The spacing of pipe supports required to handle the pipe shall be adequate to 42 prevent cracking or damage to the lining or coating. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 331114-19 BURIED STEEL PIPE AND FITTINGS Page 19 of 27 1 c. Inspect each joint of pipe and reject or repair any damaged pipe prior to 2 lowering into the trench. 3 d. The equipment shall be kept in such repair that its continued use is not injurious 4 to the coating. 5 e. Do not lay pipe in wet conditions. 6 3. At the close of each operating day: 7 a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after 8 the laying operation. 9 b. Effectively seal the open end of the pipe using a gasketed night cap. 10 C. Line Up at Bends 11 1. Line up pipe for joining so as to prevent damage thereto. 12 a. Thoroughly clean the bell and spigot ends of each joint of pipe of foreign 13 matter, rust and scale before placing spigot into bell. 14 2. Where abrupt changes in grade and direction occur, employ special shop fabricated 15 fittings for the purpose. 16 a. Field cutting the ends of the steel pipe to accomplish angular changes in grade 17 or direction of the line shall not be permitted. 18 D. Pipe Laying 19 1. Rubber Gasket Joints 20 a. Join rubber gasket joints in accordance with the manufacturer's 21 recommendations. 22 b. Clean bell and spigot of foreign material. 23 c. Lubricate gaskets and bell and relieve gasket tension around the perimeter of 24 the pipe. 25 d. Engage spigot as far as possible in bell. 26 e. Joint deflection or pull shall not exceed the manufacturer's recommendation. 27 f. Check gasket with feeler gauge all around the pipe. 28 g. In areas of petroleum hydrocarbon soil contamination, install special Neoprene 29 gaskets or approved equal. 30 2. Welded Joints 31 a. Weld joints in accordance with AWWA C206. 32 1) Contractor shall provide adequate ventilation for welders and for City's 33 representative to observe welds. 34 2) Welds shall be full circle fillet welds, unless otherwise specified. 35 3) Welding shall be completed after application of field applied joint coating. 36 b. Adequate provisions for reducing temperature stresses shall be the 37 responsibility of the Contractor. 38 c. After the pipe has been joined and properly aligned and prior to the start of the 39 welding procedure: 40 1) The spigot and bell shall be made essentially concentric by shimming or 41 tacking to obtain clearance tolerance around the periphery of the joint. 42 2) In no case shall the clearance tolerance be permitted to accumulate. 43 d. Before welding: 44 1) Thoroughly clean pipe ends. 45 2) Weld pipe by machine or by the manual shielded electric arc process. 46 3) Welding shall be performed so as not to damage lining or coating. 47 4) Cover the polyurethane coating as necessary to protect from weld splatter. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 331114 -20 BURIED STEEL PIPE AND FITTINGS Page 20 of 27 1 e. Furnish labor, equipment, tools and supplies, including shielded type welding 2 rod. 3 1) Protect welding rod from any deterioration prior to its use. 4 2) If any portion of a box or carton is damaged, reject the entire box or carton. 5 f. Hand Welding 6 1) The metal shall be deposited in successive layers. 7 2) Not more than 1/8 inch of metal shall be deposited in each pass. 8 3) Each pass except the final 1, whether in butt or fillet welds, shall be 9 thoroughly bobbed or peened to relieve shrinkage stresses and to remove 10 dirt, slag or flux before the succeeding bead is applied. 11 4) Each pass shall be thoroughly fused into the plates at each side of the 12 welding groove or fillet and shall not be permitted to pile up in the center of 13 the weld. 14 5) Undercutting along the side shall not be permitted. 15 g. Welds shall be free from pin holes, non-metallic inclusions, air pockets, 16 undercutting and/or any other defects. 17 h. If the ends of the pipe are laminated, split or damaged to the extent that 18 satisfactory welding contact cannot be obtained, remove the pipe from the line. 19 i. Furnish each welder employed with a steel stencil for marking the welds, so 20 that the work of each welder may be identified. 21 j. Have each welder stencil the pipe adjacent to the weld with the stencil assigned 22 to him. 23 1) In the event any welder leaves the job, his stencil shall be voided and not 24 duplicated if another welder is employed. 25 k. Welders 26 1) Use only competent, skilled and qualified worlunen. 27 a) Each welder employed by the Contractor shall be required to 28 satisfactorily pass a welding test in accordance with AWWA C206 29 before being allowed to weld on the line. 30 b) After each welder has qualified in the preliminary tests referred to 31 above, inspections shall be made of joints in the line. 32 c) Any welder making defective welds shall not be allowed to continue to 33 weld. 34 E. Interior Joint Grouting 35 1. Upon completion of backfilling of the pipe trench, clean out dirt or trash which has 36 collected in the joint and moisten the concrete surfaces of the joint space by 37 spraying or brushing with a wet brush. 38 2. Fill the inside of the joint recess with a stiff cement mortar. 39 3. Where the mortar joint opening is 1 inch or wider, such as where trimmed spigots 40 are required, apply a bonding agent to mortar and steel surface prior to placing joint 41 mortar. 42 4. Ram or pack the stiff mortar into the joint space and take extreme care to ensure 43 that no voids remain in the joint space. 44 5. After the joint has been filled, level the surfaces of the joint mortar with the interior 45 surfaces of the pipe with a steel trowel so that the surface is smooth. 46 6. Interior joints of pipe 24-inch and smaller shall have the bell buttered with mortar, 47 prior to inserting the spigot, such that when the spigot is pushed into position it will 48 extrude surplus mortar from the joint. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 33 11 14 - 21 BURIED STEEL PIPE AND FITTINGS Page 21 of 27 1 a. The surplus mortar shall be struck off flush with the inside of the pipe by 2 pulling a filled burlap bag or inflated ball through the pipe with a rope. 3 F. Exterior Joint Protection 4 1. Heat Shrink Sleeves 5 a. General 6 1) Buried pipe joints shall be field coated after pipe assembly in accordance 7 with AWWA C216, using Heat Shrink Sleeves. 8 2) Width of heat shrink sleeve shall be sufficient to overlap the polyurethane 9 coating by a minimum of 3 inches. 10 3) Overlapping of 2 or more heat shrink sleeves to achieve the necessary 11 width will not be permitted. 12 b. Installation 13 1) Clean pipe surface and adjacent coating of all mud, oil, grease, rust and 14 other foreign contaminates with a wire brush in accordance with 15 SSPC SP 2, or SSPC SP 3. Remove oil or grease contamination by solvent 16 wiping the pipe and adjacent coating in accordance with SSPC SP 1. 17 a) Clean the full circumference of the pipe and a minimum of 6 inches 18 onto the existing coating. 19 2) Remove all loose or damaged pipe coating at joint and either repair the 20 coating as specified herein or increase the length of the joint coating, where 21 reasonable and practical. 22 3) Complete joint bonding of non -welded pipe joints before application of 23 joint coating. 24 4) Joint bonds shall be low profile bonds and all gaps and crevices around the 25 bonds shall be filled with mastic sealant. 26 5) Store sleeves in shipping box until use is required. 27 a) Keep dry and sheltered from exposure to direct sunlight. 28 b) Store off the ground or concrete floors and maintain at a temperature 29 between 60 degrees F and 100 degrees F as recommended by the sleeve 30 manufacturer. 31 6) Metal surface shall be free of all dirt, dust and flash rusting prior to sleeve 32 application. 33 7) Preheat pipe uniformly to 140 degrees F to 160 degrees F or as 34 recommended by the sleeve manufacturer. 35 a) Monitor pipe temperature using a surface temperature gauge, infrared 36 thermometer or color changing crayons. 37 b) Protect preheated pipe from rain, snow, frost or moisture with tenting 38 or shields and do not permit the joint to cool. 39 8) Prime joint with specified primer and fill all cracks, crevices and gaps with 40 mastic filler in accordance with the manufacturer's recommendations for 41 the full circumference of the pipe. 42 9) Apply heat shrink sleeve when it is at a minimum temperature or 60 43 degrees F and while maintaining the pipe temperature above the preheat 44 temperature specified. 45 10) Apply sleeve in accordance with the manufacturer's instructions and center 46 the sleeve over the joint to provide a minimum of 3-inch overlay onto the 47 existing pipe coating. 48 11) Apply heat to the sleeve using either propane fire infrared heaters or wrap 49 around heaters. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 33 11 14 - 22 BURIED STEEL PIPE AND FITTINGS Page 22 of 27 1 a) Hold flame a minimum of 6 inches from the sleeve surface. 2 b) Periodically roll the coating on the pipe surface. 3 c) Heat from the center of the sleeve to the outer edge until properly 4 seated, then begin in the opposite direction. 5 d) Monitor sleeve for color change, where appropriate, or with appropriate 6 temperature gauges. 7 e) Take care not to excessively heat the parent coating. 8 12) Completed joint sleeve shall be fully bonded to the pipe and existing 9 coating surface, without voids, mastic beading shall be visible along the full 10 circumference of the sleeve, and there shall be no wrinkling or excessive 11 burns on the sleeves. 12 a) Sleeves which do not meet these requirements shall be removed and the 13 joint recoated as directed by the Engineer. 14 b) Minor repairs may be repaired using heat shrink sleeve repair kits. 15 13) Allow the sleeve to cool before moving, handling or backfilling. In hot 16 climates, provide shading from direct sunlight. 17 a) Water quenching will be allowed only when permitted by the sleeve 18 manufacturer. 19 G. Protective Welded Joints Coating System — Weld After Backfill 20 1. General 21 a. Application of protective coating at the pipe joints will be as follows: 22 1) Apply a 3 layer joint coating system consisting of a factory applied 35 mil 23 polyurethane coating 24 2) A field applied 60 mil by 6 inch wide strip of CANUSA HCO Wrapid Tape 25 heat resistant tape at the location of the welding 26 3) A field applied 110 mil (full recovered thickness) by 18 inch wide 27 CANUSA AquaWrap high shrink heat shrinkable joint sleeve 28 4) After the heat shrinkable joint sleeve is installed, backfill the trench and 29 then weld the joint. 30 b. The Contractor is responsible for his operations so that they do not damage the 31 factory applied coating system. 32 c. When applying the 3 layer joint coating system for post welding the joints, the 33 Contractor must show that his operation will not damage the joint coating 34 system to the Engineer's satisfaction. 35 d. The Contractor will be required to fully uncover a maximum of 10 joints, 36 selected at random by the Engineer or City to visually inspect and test the joint 37 after welding. Any damage must be repaired. 38 1) If the Contractor's welding procedure damages the 3 layer joint coating 39 system, the Contractor, at the direction of the Engineer, will be required to 40 modify his welding procedure. 41 2. Joint Coating (3 Layer) 42 a. Apply 3 Layer Joint Coating System before Welding the Joint 43 b. Pipe Manufacturing and Heat Tape 44 1) A 35 mil thickness polyurethane coating shall be applied over entire length 45 of pipe. 46 2) The Contractor shall field apply 60 mil thick by 6 inch wide strip of 47 CANUSA HCO Wrapid Tape heat resistant tape to the exterior bell end of 48 the pipe, centered on the location of the welding, over a 35 mil factory 49 applied polyurethane coating. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 33 11 14 - 23 BURIED STEEL PIPE AND FITTINGS Page 23 of 27 1 c. Surface Preparation and Installation for Heat Shrinkable Joint Sleeve 2 1) Clean pipe surface and adjacent coating of all mud, oil, grease, rust and 3 other foreign contaminates with a wire brush in accordance with 4 SSPC SP 2, or SSPC SP 3. Remove oil or grease contamination by solvent 5 wiping the pipe and adjacent coating in accordance with SSPC SP 1. 6 a) Clean the full circumference of the pipe and a minimum of 6 inches 7 onto the existing coating. 8 2) Remove all loose or damaged pipe coating at joint and either repair the 9 coating as specified herein or increase the length of the joint coating, where 10 reasonable and practical. 11 3) Complete joint bonding of pipe joints before application of joint coating. 12 a) Joint bonds shall be low profile bonds and all gaps and crevices around 13 the bonds shall be filled with mastic sealant. 14 4) Store sleeves in shipping box until use is required. 15 a) Keep dry and sheltered from exposure to direct sunlight. 16 b) Store off the ground or concrete floors and maintain at a temperature 17 between 60 degrees F and 100 degrees F as recommended by the sleeve 18 manufacturer. 19 5) Metal surface shall be free of all dirt, dust and flash rusting prior to sleeve 20 application. 21 6) Preheat pipe uniformly to 140 degrees F to 160 degrees F or as 22 recommended by the sleeve manufacturer. 23 a) Monitor pipe temperature using a surface temperature gauge, infrared 24 thermometer or color changing crayons. 25 b) Protect preheated pipe from rain, snow, frost or moisture with tenting 26 or shields and do not permit the joint to cool. 27 7) Prime joint with specified primer and fill all cracks, crevices, and gaps with 28 mastic filler in accordance with the manufacturer's recommendations for 29 the full circumference of the pipe. 30 8) Apply heat shrink sleeve when it is at a minimum temperature or 60 31 degrees F and while maintaining the pipe temperature above the preheat 32 temperature specified. 33 a) Apply sleeve in accordance with the manufacturer's instructions and 34 center the sleeve over the joint to provide a minimum of 3-inch overlay 35 onto the existing pipe coating. 36 9) Apply heat to the sleeve using either propane fire infrared heaters or wrap 37 around heaters. 38 a) Hold flame a minimum of 6 inches from the sleeve surface. 39 b) Periodically roll the coating on the pipe surface. 40 c) Heat from the center of the sleeve to the outer edge until properly 41 seated, then begin in the opposite direction. 42 d) Take care not to excessively heat the parent coating. 43 e) Monitor sleeve for color change, where appropriate, or with appropriate 44 temperature gauges. 45 10) Completed joint sleeve shall be fully bonded to the pipe and existing 46 coating surface, without voids, mastic beading shall be visible along the full 47 circumference of the sleeve, and there shall be no wrinkling or excessive 48 burns on the sleeves. 49 a) Sleeves which do not meet these requirements shall be removed and the 50 joint recoated as directed by the Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 331114-24 BURIED STEEL PIPE AND FITTINGS Page 24 of 27 1 b) Minor repairs may be repaired using heat shrink sleeve repair kits. 2 11) Allow the sleeve to cool before moving, handling or backfilling. 3 a) In hot climates, provide shading from direct sunlight. 4 b) Water quenching will be allowed only when permitted by the sleeve 5 manufacturer. 6 12) Holiday testing shall be performed using a high voltage holiday tester 7 (operating at 100 volts per mil) at each joint after field application of heat 8 shrinkable joint sleeve per SP0188. 9 a) If any holidays or cuts are detected, the sleeve shall be repaired using 10 the heat shrink sleeve manufacturer's recommendation. 11 b) The damaged area shall be covered with a minimum of 50-mm overlap 12 around the damaged area. 13 H. Protection of Buried Metal 14 1. Coat buried ferrous metal such as bolts and flanges, which cannot be protected with 15 factory or field -applied polyurethane coatings or heat shrink sleeves, with 2 wraps 16 of wax tape and encase in flowable fill. 17 3.5 REPAIR 18 A. Repair and Field Touchup of Polyurethane Coating 19 1. For repair and field touch-up of polyurethane coating, apply: 20 a. Madison GP II (E) Touchup Polyurethane Coating 21 b. Lifelast Durasheild 210, 310 or 310 JARS 22 c. ITW — Futura Coatings Protec II, or 23 d. Coating manufacturer's recommendation 24 2. Holidays 25 a. Remove all traces of oil, grease, dust, dirt and other debris. 26 b. Roughen area to be patched by sanding with rough grade sandpaper (40 grit). 27 c. Apply a 35 mil coat of repair material described above. 28 d. Work repair material into scratched surface by brushing or rolling in 29 accordance with manufacturer's recommendations. 30 e. Retest for Holiday. 31 3. Field Cuts or Large Damage 32 a. If in the opinion of the City the polyurethane coating is excessively damaged, 33 the pipe segment will be rejected until the coating system is removed and 34 replaced so that the system is in a like -new condition. 35 b. Remove burrs from field cut ends or handling damage and smooth out edge of 36 polyurethane coating. 37 c. Remove all traces of oil, grease, dust, dirt and other debris. 38 d. Roughen area to be patched with rough grade sandpaper (40 grit). 39 e. Feather edges and include overlap of 2 inches of roughened polyurethane in 40 area to be patched. 41 f. Apply a 35 mil coat of repair material described above, in accordance with 42 manufacturer's recommendations. 43 g. Work repair material into scratched surface by brushing. 44 h. Feather edges of repair material into prepared surface. 45 i. Cover at least 1 inch of roughed area surrounding damage or adjacent to field 46 cut. 47 j. Test repairs for holidays. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 33 11 14 -25 BURIED STEEL PIPE AND FITTINGS Page 25 of 27 1 B. Patch of Cement Mortar Lining 2 1. Repair cracks larger than 1/16 inch. 3 2. Pipes with disbonded linings will be rejected. 4 3. Excessive patching of lining shall not be permitted. 5 4. Repair in accordance with AWWA C205 and as follows: 6 a. Apply bonding agent to patch area. 7 b. Patching of lining shall be allowed where area to be repaired does not exceed 8 100 square inches and has no dimension greater than 12 inches. 9 c. In general, there shall be not more than 1 patch in the lining of any joint of 10 pipe. 11 5. Wherever necessary to patch the pipe, make the patch with the mortar indicated. 12 6. Do not install patched pipe until the patch has been properly and adequately cured, 13 unless approved by the City. 14 3.6 RE -INSTALLATION [NOT USED] 15 3.7 FIELD QUALITY CONTROL 16 A. Field Tests and Inspections 17 1. Quality Control of Field Applied Polyurethane Coating 18 a. Surface Preparation 19 1) Visually inspect surface preparation to ensure cleanliness and dryness 20 requirements have been met. 21 2) Use Testex tape on at least 1 joint per day to ensure that adequate profile is 22 being achieved. 23 b. Visual 24 1) Visually inspect cured coating to ensure that the coating is completely 25 cured with no blisters, cracks, pinholes, missed areas, excessive roughness, 26 "sticky" or "gooey" areas. 27 2) Check to ensure that the coating completely covers the steel and existing 28 coating. 29 c. Thickness 30 1) Use a magnetic dry film thickness (DFT) gauge on cured coating to ensure 31 adequate thickness has been achieved according to SSPC PA 2. 32 a) If the thickness of the coating is below the minimum specified millage 33 anywhere along the length of the pipe, then adjustments must be made 34 to the spray system to correct the problem. 35 2) At a minimum, the thickness shall be measured for every 50 square feet of 36 sprayed area. 37 d. Adhesion 38 1) Perform the following procedure on a minimum of 1 joint per day: 39 a) Select area to test that has cured for at least 1 hour for fast setting 40 coatings. 41 b) Test and repair in accordance with AWWA C222 Dolly Pull -off Test. 42 e. Holiday Testing 43 1) Holiday testing shall be performed using a high voltage holiday tester at 44 each joint no sooner than 1 hour after field application of polyurethane 45 coating. 46 f. Inspection at Welding Joints CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 33 11 14 -26 BURIED STEEL PIPE AND FITTINGS Page 26 of 27 1 1) When applying the 3 layer joint coating system for post welding the joints, 2 the Contractor must show that his operation will not damage the joint 3 coating system to the Engineer's satisfaction. 4 2) The Contractor will be required to fully uncover a maximum of 10 joints, 5 selected at random by the Engineer or City to visually inspect and test the 6 joint after welding. 7 3) Any damage must be repaired. 8 4) If the Contractor's welding procedure damages the 3 layer joint coating 9 system, the Contractor, at the direction of the Engineer, will be required to 10 modify his welding procedure. 11 2. Weld Testing 12 a. Dye penetrant tests in accordance with ASTM E165, or magnetic particle test in 13 accordance with AWWA C206 and set forth in AWS D.1.1. shall be performed 14 by the Contractor under the supervision and inspection of the City's 15 Representative or an independent testing laboratory, on all full welded joints. 16 1) Welds that are defective will be replaced or repaired, whichever is deemed 17 necessary by the Engineer, at the Contractor's expense. 18 2) If the Contractor disagrees with the Engineer's interpretation of welding 19 tests, test sections may be cut from the joint for physical testing. The 20 Contractor shall bear the expense of repairing the joint, regardless of the 21 results of physical testing. 22 3) The procedure for repairing the joint shall be approved by the Engineer 23 before proceeding. 24 3. Deflection Testing 25 a. Prior to hydrostatic testing, the City's inspector shall perform deflection testing 26 at a minimum rate of 1 measurement for every 2,500 linear feet of water line. 27 b. City may reject any areas not meeting the deflection requirements of this 28 Specification. 29 4. Cleaning and Testing 30 a. Cleaning, disinfection, hydrostatic testing, and bacteriological testing of water 31 mains: 32 1) Clean, flush, pig, disinfect, hydrostatic test, and bacteriological test the 33 water main as specified in Section 33 04 40. 34 5. Closed Circuit Television (CCTV) Inspection 35 a. Provide a Post -CCTV Inspection for water lines 16-inch and larger in 36 accordance with Section 33 01 31. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 10 33 11 14 - 27 BURIED STEEL PIPE AND FITTINGS Page 27 of 27 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 2.2.B.4, 5, and 6 — Added reference to Section 33 11 05 and removed material specification for bolts, nuts, gaskets and flange coating CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 1 2 331221-I AWWA Rubber -Seated Butterfly Valves Page 1 of 10 SECTION 33 12 21 AWWA RUBBER -SEATED BUTTERFLY VALVES 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. AWWA Rubber -Seated Butterfly Valves 36 10-inch through 72-inch for 7 transmission, distribution system and plant applications (buried or above ground 8 installation) as specified herein and shown on the Drawings 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. Revised to allow 10 inch diameter size. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 — General Requirements 14 3. Section 03 30 00 — Cast -In -Place Concrete 15 4. Section 33 04 10 — Joint Bonding and Electrical Isolation 16 5. Section 33 05 16 — Concrete Water Vaults 17 6. Section 33 11 05 — Bolts, Nuts, and Gaskets 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Measurement 21 a. Measurement for this Item shall be per each. 22 2. Payment 23 a. The work performed and materials furnished in accordance with this Item and 24 measured as provided under "Measurement" will be paid for at the unit price 25 bid per each "AWWA Butterfly Valve" installed for: 26 1) Various sizes 27 3. The price bid shall include: 28 a. Furnishing and installing AWWA Butterfly Valves as specified in the Drawings 29 b. AWWA Butterfly Valve vault and appurtenances 30 c. Pavement removal 31 d. Excavation 32 e. Hauling 33 f. Disposal of excess material 34 g. Furnishing, placing and compaction of embedment 35 h. Furnishing, placing and compaction of backfill 36 i. Clean-up 37 j. Cleaning 38 k. Disinfection 39 1. Testing CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 33 12 21 -2 AWWA Rubber -Seated Butterfly Valves Page 2 of 10 1 1.3 REFERENCES 2 A. Reference Standards 3 1. Reference standards cited in this Specification refer to the current reference 4 standard published at the time of the latest revision date logged at the end of this 5 Specification, unless a date is specifically cited. 6 2. American National Standards Institute (ANSI): 7 a. B1.1, Unified Inch Screw Thread Series 8 3. American Society of Mechanical Engineers (ASME): 9 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). 10 4. ASTM International (ASTM): 11 a. A36, Standard Specification for Carbon Structural Steel. 12 b. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. 13 c. A536, Standard Specification for Ductile Iron Castings. 14 d. B117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 15 5. American Water Works Association/American National Standards Institute 16 (AWWA/ANSI): 17 a. C111/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and 18 Fittings. 19 6. American Water Works Association (AWWA): 20 a. C504, Rubber -Seated Butterfly Valves. 21 b. C550, Protective Interior Coatings for Valves and Hydrants. 22 7. NSF International (NSF): 23 a. 61, Drinking Water System Components - Health Effects. 24 8. Society for Protective Coatings/NACE International (SSPC/NACE): 25 a. SP 10/NACE No. 2, Near -White Blast Cleaning. 26 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 27 1.5 SUBMITTALS 28 A. Submittals shall be in accordance with Section 01 33 00. 29 B. All submittals shall be approved by the City prior to delivery. 30 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 31 A. Product Data 32 1. Rubber -Seated Butterfly Valves stating: 33 a. Material 34 b. Valve and Actuator Coating System 35 c. Working pressure rating 36 d. Test pressure rating 37 e. Valve classification 38 f. Valve Seat Type and bonding method to disc or body 39 g. Valve -port diameter 40 h. Valve Torque required 41 i. Actuator Type and maximum torque 42 j. Total net assembled weight 43 k. Valve operator and extension stems 44 1. Opening direction CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 33 12 21 - 3 AWWA Rubber -Seated Butterfly Valves Page 3 of 10 1 2. Confirm valve seat type for specific project application with the City prior to 2 ordering Rubber -Seated Butterfly Valve. 3 B. Shop Drawings 4 1. For below grade applications: 5 a. Cast -in -place concrete vault in accordance with shop drawing requirements set 6 forth in Section 03 30 00. 7 b. Vault appurtenances in accordance with shop drawing requirements set forth in 8 Section 33 05 16. 9 C. Certifications 10 1. Furnish an affidavit certifying that all AWWA Rubber -Seated Butterfly Valves 11 meet the provisions of this Specification and have been hydrostatically tested at the 12 factory and meet the requirements of AWWA C504. 13 2. Furnish an affidavit certifying that the coating for all AWWA Rubber -Seated 14 Butterfly Valves meets the provisions of this Specification and meets the 15 requirements of AWWA C504. 16 1.7 CLOSEOUT SUBMITTALS [NOT USED] 17 1.8 MAINTENANCE MATERIAL SUBMITTALS 18 A. Operation and Maintenance Manual 19 1. Furnish Operation and Maintenance Manual in accordance with Division 1. 20 1.9 QUALITY ASSURANCE 21 A. Qualifications 22 1. Manufacturers 23 a. Rubber -Seated Butterfly Valves and manual actuators of the same size shall be 24 the product of 1 manufacturer for each project. 25 1) Change orders, specials and field changes may be provided by a different 26 manufacturer upon City approval. 27 b. Rubber -Seated Butterfly Valves shall be in conformance with AWWA C504. 28 2. The AWWA Rubber -Seated Butterfly Valve shall be the product of a manufacturer 29 regularly engaged in the manufacturing of AWWA Rubber -Seated Butterfly Valves 30 having similar service and size. 31 3. Unit Responsibility 32 a. All equipment specified under this Section is to be furnished by the valve 33 manufacturer who shall be responsible for the adequacy and compatibility of all 34 unit components including, but not limited to, the valve, actuator and extension 35 stems. 36 b. Any component of each complete unit not provided by the valve manufacturer 37 shall be designed, fabricated, tested and installed by factory -authorized 38 representatives experienced in the design and manufacture of the equipment. 39 1) This includes, but is not limited to, coordination of the torque required to 40 properly operate the valve. 41 2) This does not relieve the Contractor of the overall responsibility for this 42 portion of the work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 33 12 21 - 4 AWWA Rubber -Seated Butterfly Valves Page 4 of 10 1 1.10 DELIVERY, STORAGE, AND HANDLING 2 A. Storage and Handling Requirements 3 1. Protect all parts such that no damage or deterioration will occur during a prolonged 4 delay from the time of shipment until installation is completed and the units and 5 equipment are ready for operation. 6 2. Protect all equipment and parts against any damage during a prolonged period at the 7 site. 8 3. Protect the finished surfaces of all exposed flanges by wooden blank flanges, 9 strongly built and securely bolted thereto. 10 4. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. 11 5. Prevent plastic and similar brittle items from being directly exposed to sunlight or 12 extremes in temperature. 13 6. Secure and maintain a location to store the material in accordance with Section 01 14 66 00. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY 17 A. Manufacturer Warranty 18 1. Manufacturer's Warranty shall be in accordance with Division 1. 19 PART 2 - PRODUCTS 20 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 21 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 22 A. Manufacturers 23 1. Only the manufacturers as listed on the City's Standard Products List will be 24 considered as shown in Section 01 60 00. 25 a. The manufacturer must comply with this Specification and related sections. 26 2. Any product that is not listed on the Standard Product List is considered a 27 substitution and shall be submitted in accordance with Section 01 25 00. 28 B. Description 29 1. Regulatory Requirements 30 a. AWWA Rubber -Seated Butterfly Valves shall be new and meet or exceed the 31 latest revisions of AWWA C504 and shall meet or exceed the requirements of 32 this Specification. 33 b. All AWWA Rubber -Seated Butterfly Valve components in contact with potable 34 water shall conform to the requirements of NSF 61. 35 C. Materials 36 1. Valve Body 37 a. Valve bodies shall be of ductile iron per ASTM A536 Grade 65-45-12 or 38 fabricated steel ASTM A36. 39 b. Valve bodies shall be short body type. 40 2. Joints CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 331221-5 AWWA Rubber -Seated Butterfly Valves Page 5 of 10 1 a. Flange end valves shall be: 2 1) Class 125 Standard flanged ends faced 3 2) Drilled per ASME B16.1 standard for cast iron flanges 4 3) Flanges shall be designed for the test pressure of the valve. 5 b. Mechanical joint end valves shall meet the requirements of AWWA/ANSI 6 C111/A21.11. 7 c. Flanged ends shall be used with Steel or Concrete Cylinder pipe unless 8 otherwise noted in the Contract Documents. 9 1) Flange isolation kits shall be provided in accordance with Section 33 04 10. 10 d. Flanged ends shall be provided unless otherwise noted in the Contract 11 Documents. 12 3. Bolts and Nuts 13 a. Flanged Ends 14 1) Meet requirements of AWWA C115 or AWWA C207 depending on pipe 15 material 16 2) Provide bolts and nuts in accordance with Section 33 11 05. 17 b. Tapped Bolts 18 1) Butterfly Valve manufacturer to provide tapped bolts with ANSI B 1.1 UNC 19 thread. 20 4. Gaskets 21 1) Provide gaskets in accordance with Section 33 11 05. 22 5. Discs 23 a. Discs shall be ductile iron ASTM A536 Grade or fabricated steel ASTM A36, 24 1) Disc and shaft connection shall be made with tapered pins of either monel 25 or stainless steel 26 6. Valve Shaft 27 a. Valve shaft shall be: 28 1) Type 304 stainless steel or equal 29 2) 1-piece unit or stub -shaft type 30 a) Stub shaft shall be inserted into the valve disc hubs for distance of 1 'h 31 times shaft diameter 32 3) Minimum diameter per AWWA C504 33 4) Horizontal orientation 34 7. Shaft Seals 35 a. Valve shaft seals shall be self -compensating V-type packing with a minimum 36 of 4 sealing rings. 37 b. Design shall allow adjustment or replacement without removing the valve shaft. 38 8. Valve Bearings 39 a. Valve shaft bearings shall be non-metallic and permanently lubricated. 40 9. Valve Seat 41 a. Seats on Body (for transmission projects only) 42 1) The seat shall be a Buna-N or EPDM for water and shall be molded in and 43 bonded to the valve body. 44 2) Provide a 360 degree continuous, uninterrupted seating surface. 45 3) Field adjustable around the full 360 degrees circumference and replaceable 46 without dismantling the actuator, disc or shaft and without removing the 47 valve from the line. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 331221-6 AWWA Rubber -Seated Butterfly Valves Page 6 of 10 1 4) The seat shall be retained in the valve body by mechanical means without 2 retaining rings, segments, screws or hardware of any kind in the flow 3 stream. 4 5) The seat shall contain an integral shaft seal protecting the valve bearings 5 and packing from any line debris. 6 6) Rubber seats shall be field adjustable and replaceable. 7 b. Seats on Disc (for transmission or water facility) 8 1) The seat shall be a Buna-N or EPDM for water and shall be molded in and 9 bonded to the disc. 10 2) Resilient seats shall be located on the valve disc and shall provide a 360 11 degree continuous, uninterrupted seating surface. 12 3) Seats shall be mechanically retained with a stainless steel retaining ring and 13 stainless steel cap screws which shall pass through both the resilient seat 14 and the retaining ring. 15 4) The resilient seat's mating surface shall be to a 360 degree continuous 16 uninterrupted stainless steel body seat ring. 17 5) Rubber seats shall be field adjustable and replaceable. 18 10. Performance / Design Criteria 19 a. Valve Classification shall be Class 250B 20 D. Finishes 21 1. Unless otherwise specified in the Contract Documents, exterior and interior metallic 22 surfaces of each valve shall be shop fusion bonded epoxy coated meeting per the 23 latest revision ofAWWA C550. 24 2. Painting and Coatings 25 a. All surfaces of the valve shall be clean, dry and free from grease before 26 applying paint or coating. 27 b. The valve interior and exterior surfaces, except for the seating surfaces, shall be 28 provided with the manufacturer's standard coating or as specified in the 29 Contract Documents. 30 c. All internal exposed surfaces that are susceptible to corrosion shall be coated 31 with a Polymide cured, rust inhibiting epoxy. 32 d. Surfaces to be coated shall be prepared and sand -blasted per SSPC SP 33 10/NACE No. 2. 34 e. Final coating thickness shall be 16 mils minimum. 35 f. All surfaces shall be inspected for proper dry film thickness using a magnetic 36 dry film thickness gauge. 37 g. Tests for invisible holidays shall be conducted using a low voltage, wet sponge 38 holiday or leak detector. 39 E. Marking for Identification 40 1. For each Rubber -Seated Butterfly Valve, clearly mark with the following 41 information: 42 a. Valve size 43 b. Class for which it is designated 44 c. Name of manufacturer 45 d. Date of manufacturer CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 1 2.3 ACCESSORIES 2 3 331221-7 AWWA Rubber -Seated Butterfly Valves Page 7 of 10 A. Rubber -Seated Butterfly Valves shall have the following accessories provided as part of the valve installation: 4 1. Below grade Rubber -Seated Butterfly Valves shall be placed within a concrete 5 vault in accordance with Section 03 30 00, or as shown on the Drawings. All vault 6 appurtenances shall be in accordance with Section 33 05 16. 7 2. Manual Actuators 8 a. Valves shall be provided with manual actuators, unless otherwise specified in 9 the Drawings. 10 b. Valves shall be opened by turning the actuator clockwise and close counter 11 clockwise. 12 c. Manual actuators shall be fully greased, packed and have stops in the open and 13 closed position. 14 1) The actuator shall have a mechanical stop which will withstand an input 15 torque of 450 foot-pounds against the stop. 16 2) The actuator shall have a built in packing leak bypass to eliminate possible 17 packing leakage into the actuator housing. 18 d. Butterfly valves in a vault shall be furnished with a 2-inch operating nut. 19 1) The actuator shall be placed in a vault as indicated on the Drawings and 20 have extension to the top of the vault. 21 e. Butterfly valves in plant, pump station or tank service applications located 22 above ground shall be provided with a 16 inch minimum diameter handwheel 23 operator. 24 1) Handwheels shall be painted red. 25 f. Valve Position Indicator 26 1) Provide position indicator with mechanical dial indicator as follows: 27 a) Highly visible 28 b) Containing "Open" and "Closed" legend at the end of a 90 degree arc 29 c) Pointer to show the disc position (Closed-0 degree and Open-90 30 degree) 31 d) Arc graduated in degrees 32 g. Actuator shall be worm -gear type, as follows: 33 1) Worm gear manual operator shall comply fully with AWWA C504, latest 34 edition. 35 2) Worm gear drive sleeve and worm shaft shall be of solid, 1-piece design; 36 bolted segments or pinned worms will not be acceptable. Drive sleeve shall 37 include an integral spline to accept a removable bottom -entry spline 38 bushing for valve shaft connection. 39 3) If required for torque purposes, spur gear reducers may be provided for 40 increased torque outputs and to reduce handwheel diameter. 41 4) Worm gear operator shall include handwheel with maximum 80 pound rim 42 pull. 43 a) Materials of Construction 44 (1) Housing: Ductile Iron 45 (2) Drive sleeve: Bronze 46 (3) Worm: Alloy steel with splined input drive connection 47 (4) Bearings: Heavy duty tapered roller bearings 48 (5) Finish: Thermostatically Applied Polyester Powdercoat 49 (6) Fasteners: Stainless steel CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 33 1221 -8 AWWA Rubber -Seated Butterfly Valves Page 8 of 10 1 5) Manual gears shall be capable of being field retrofit with an electric motor 2 operator in the future without major modifications. 3 a) With spur gear removed, splined worm gear input shaft and motor 4 adapter flange shall be easily added to accept a multi -turn "torque- 5 only" electric valve actuator. 6 (1) Supplier shall include the Number of Turns required to complete on 7 Open -to -Close stroke in the Equipment Submittal. 8 3. Extension Stem 9 a. Keyed solid extension stem of sufficient length to bring the operating nut up to 10 within 1 foot of the surface of the ground, when the operating nut on the valve 11 is 3 feet or more beneath the surface of the ground 12 1) Not required for City stock orders. 13 2) Extension stems shall not be bolted or attached to the valve -operating nut. 14 3) Extension stems shall be of cold rolled steel with a cross -sectional area of 1 15 square inch, fitting loosely enough to allow deflection. 16 4. 2-inch Taps 17 a. Provide two 2-inch taps on each side of the valve, 12 inches from the valve 18 body. 19 1) Taps shall be C.C. thread with flare, with insulated adaptor kit. 20 2) Provide copper riser between corporation stop and curb stop. 21 3) Install curb stop 12 inches from the vault top 22 a) Reachable by hand from the vault lid 23 5. Joint components such as gaskets, glands, lubricant, bolts and nuts, shall be 24 furnished in sufficient quantity for assembly of each joint. 25 2.4 SOURCE QUALITY CONTROL 26 A. Tests and Inspections 27 1. Each valve shall be shop tested for leaks in the closed position with the valve 28 horizontal. 29 a. The upper surface of the valve disc shall be visible and covered with a pool of 30 water at 0 psi pressure. 31 b. Air pressure equivalent to the design rating of the valve shall be applied to the 32 lower face of the disc for at least 5 minutes with no indication of leakage (i.e. 33 bubbles in the water pool) during the test period. 34 2. The valve body shall be hydrostatically tested at twice the rated pressure for 10 35 minutes with the valve in the slightly open position. 36 a. During this test, there shall be no leakage or seeping through the valve body, 37 weld or valve trunnions. 38 PART 3 - EXECUTION 39 3.1 INSTALLERS [NOT USED] 40 3.2 EXAMINATION [NOT USED] 41 3.3 PREPARATION [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 331221-9 AWWA Rubber -Seated Butterfly Valves Page 9 of 10 1 3.4 INSTALLATION 2 A. General 3 1. All Rubber -Seated Butterfly Valves shall be installed in accordance with the 4 instructions of the manufacturer and as shown on the Drawings. 5 2. For buried applications, Rubber -Seated Butterfly Valves shall be placed in a 6 concrete vault and installed in accordance with Section 03 30 00. All vault 7 appurtenances shall be installed in accordance with Section 33 05 16. 8 3. All excavations shall be backfilled in accordance with Section 33 05 10. 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [oR] SITE QUALITY CONTROL 12 A. Field Inspections 13 1. Before acceptance of the installed Rubber -Seated Butterfly Valve, the City Field 14 Operations and/or Production Staff shall have the opportunity to operate the valve. 15 a. The operator will be assessing the ease of access to the operating nut within the 16 valve box and ease of operating the valve from a fully closed to fully opened 17 position. 18 b. If access and operation of the Rubber -Seated Butterfly Valve meet the City's 19 criteria, then the valve will be accepted as installed. 20 B. Non -Conforming Work 21 1. If access and operation of the valve or its appurtenances does not meet the City's 22 criteria, the Contractor will remedy the situation until it meets the City's criteria, at 23 the Contractor's expense. 24 3.8 SYSTEM STARTUP [NOT USED] 25 3.9 ADJUSTING [NOT USED] 26 3.10 CLEANING [NOT USED] 27 3.11 CLOSEOUT ACTIVITIES [NOT USED] 28 3.12 PROTECTION [NOT USED] 29 3.13 MAINTENANCE [NOT USED] 30 3.14 ATTACHMENTS [NOT USED] 31 32 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 33 12 21 - 10 AWWA Rubber -Seated Butterfly Valves Page 10 of 10 Revision Log DATE NAME SUMMARY OF CHANGE 1.1.A — Acceptable size range was modified to include butterfly vales from 36-inches to 72-inche; Blue text included for exceptions 12/20/2012 D. Johnson 2.2.C.3 and 4 — Added Section 33 11 05 reference and removed material specification for bolts, nuts and gaskets. Added material specification for tapped bolts. Modified Vault and Appurtenance Specifications throughout CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Westside III & IV Water Main Connection City Project No. 01988 i 1 2 3 PART 1 GENERAL 4 1.01 SCOPE OF WORK SECTION 40 80 00 TESTING 408000-1 TESTING Page 1 of 9 5 A. The DCS Programmer shall provide, in coordination with the INCS as required, all labor and 6 materials necessary to coordinate and perform the testing of the Process Instrumentation and 7 Control System as specified herein. 8 B. The Contractor shall provide all test equipment necessary to perform the testing as specified 9 herein. 10 C. All DCS hardware and software shall be thoroughly tested to verify proper operation as an 11 integrated system. 12 D. Any defects or problems found during the testing activities shall be corrected by the 13 Contractor and then retested to demonstrate proper operation. 14 E. Check and confirm the proper installation of all instrumentation and control components and 15 all cable and wiring connections between the various system components prior to placing the 16 various processes and equipment into operation. 17 F. Conduct a complete system checkout and adjustment, tuning of control loops, checking 18 operation functions, and testing of final control actions. All problems encountered shall be 19 promptly corrected to prevent any delays in startup of the various unit processes. 20 G. The INCS shall be responsible for initial operation of the Process Instrumentation and 21 Control System and shall make any required changes, adjustment or replacements for 22 operation, monitoring, and control of the various processes and equipment necessary to 23 perform the functions intended. 24 H. All spare parts must be on site and accepted prior to commencement of field testing. 25 I. The Contractor shall provide the following documentation for use during the testing 26 activities. 27 1. Complete panel schematic and internal point-to-point wiring interconnect drawings. 28 2. Complete electrical control schematics in accordance with JIC standards. 29 3. Complete panel layout drawings. 30 4. Complete field wiring diagrams 31 5. Complete instrument loop diagrams. 32 6. Completed Calibration/Recalibration Certificates for all field and panel devices that 33 require adjustment or calibration 34 J. Contractor shall provide one set of the above listed documentation for the Owner's personnel, 35 one set for the Engineer's use, one set for field use, and the required number of sets for the 36 Contractor's use. 37 1<. The drawings corrected and modified during testing shall form the basis for the "As -Built" 38 record drawing requirement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 408000-2 TESTING Page 2 of 9 1 1.02 RELATED WORK 2 A. Where references are made to the Related Work paragraph in each Specification Section, 3 referring to other Sections and other Divisions of the specifications, the Contractor shall 4 provide such information or work as may be required in those references, and include such 5 information or work as may be specified. 6 A. All Instrumentation and Controls work related to Process and Mechanical Divisions 7 equipment that is shown on the Instrumentation Drawings shall be provided under Division 8 40. 9 B. All instrumentation and Controls work provided under any Division of the specifications 10 shall fully comply with the requirements of Division 40. 11 C. Related Sections 12 1. Electrical Equipment Division 13 2. Process Equipment Division 14 3. Mechanical Equipment Division 15 4. Section 40 90 00 Instrumentation General Provisions 16 5. Section 40 91 13 Field Instruments 17 6. Section 40 94 44 Distributed Control System 18 7. Section 40 95 15 Input/Output List 19 8. Section 40 95 25 Panel Mounted Equipment 20 9. Section 40 95 34 Fiber Optic Data Network 21 10. Section 40 96 20 Field Instrument List 22 11. Section 40 96 30 Control Loop Descriptions 23 12. Section 40 96 35 Application Services 24 1.03 SUBMITTALS 25 A. Test Plan Submittal: the Process Instrumentation and Control System shall be tested based 26 on the Contract Documents. Submit the required documents for the Test Plan structured such 27 that the Engineer understands what the inputs are, what the expected outputs are and what the 28 actual outputs are. 29 B. At a minimum, the Test Plan should include the following: 30 1. Bill of Materials for all control system components 31 2. System Hardware Summary 32 3. Testing Schedule, giving a description of the testing tasks and the time allotted for each 33 task 34 4. Communications Tests between DCS components and monitored and controlled devices 35 5. 100 percent I/O point test, including all spare I/O points based on the approved I/O List. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 408000-3 TESTING Page 3 of 9 1 6. Test Procedures giving the intended procedures to be followed for each test. Include test 2 descriptions, example forms and checklists to be used to execute and document the 3 required tests. Include sign off forms for each testing phase or loop, with areas for sign 4 off by the INCS, DCS Programmer, Owner and Engineer. Submit separate Test 5 Procedures for the following: 6 7. Un-witnessed Factory Test (UFT) 7 8. Witnessed Factory Test (WFT) 8 9 9. Operational Readiness Test (ORT) 10. Functional Demonstration Test(s) (FDT(s)) 10 11. 30-Day Site Acceptance Test (SAT) 11 C. Submit WFT Test Procedures prior to the requested date for the WFT, allowing sufficient 12 time for review according to the Contract Documents. The WFT shall not begin less than 30 13 days following approval of the Test Procedures Submittal. 14 D. Test Documentation Submittals: upon satisfactory completion of each required testing 15 activity, submit signed Test Procedures to the Engineer/Owner. Testing shall not be 16 considered complete until the signed documentation has been submitted and favorably 17 reviewed. Only the signed Test Procedures shall suffice as Test Documentation. 18 1.04 TESTS — GENERAL 19 A. At a minitnum, the testing shall include the following: 20 1. Factory Testing 21 a. Un-witnessed Factory Test (UFT) 22 1). The Un-witnessed Factory Test shall be performed by the DCS Programmer at 23 his facility. 24 b. Witnessed Factory Test (WFT) 25 1). The Witnessed Factory Test shall be performed by th6 DCS Programmer at his 26 facility and shall be witnessed by the Owner's representative(s) and the Engineer 27 2. Field Testing 28 a. Operational Readiness Test (ORT) 29 1). The Operational Readiness Test shall be a joint test performed by the DCS 30 Programmer and INCS, with coordination as required by the DCS Programmer 31 with the Blower Manufacturer's representative and the electrical subcontractor 32 and other subcontractors or equipment suppliers if needed. 33 b. Functional Demonstration Tests (FDT) 34 1). The Functional Demonstration Tests shall be performed by the DCS Programmer 35 in coordination with the INCS as necessary to demonstrate the system operating 36 in compliance with the requirements of the Contract Documents. The FDT(s) 37 shall be conducted by the DCS Programmer and witnessed by the Owner's 38 representative(s) and the Engineer 39 c. 30-Day Site Acceptance Tests (SAT) CITY OF FORT WORTH Westside III & IV Water Main Connection STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01988 Revised October 10, 2013 408000-4 TESTING Page 4 of 9 1 1). The SAT shall be a 30-day field test of the fully operating system as detailed 2 below in this Section. 3 B. Each test shall be in the cause and effect format. The person conducting the test shall initiate 4 an input (cause) and, upon the system's or subsystem's producing the correct result (effect), 5 the specific test requirement shall be satisfied. 6 C. All tests shall be conducted in accordance with prior Engineer -approved procedures, forms, 7 and check lists. Each specific test shall be described and followed by a section for sign off by 8 the appropriate party after its status completion. 9 D. Copies of these sign off test procedures, forms, and check lists will constitute the required test 10 documentation. 11 E. Provide all special testing materials and equipment. Wherever possible, perform tests using 12 actual process variables, equipment, and data. Where it is not practical to test with real 13 process variables, equipment, and data, provides suitable means of simulation. Define these 14 simulation techniques in the test procedures. 15 F. The Contractor shall require the DCS Programmer to coordinate all testing with the Engineer, 16 all affected subcontractors, and the Owner. 17 G. The Engineer reserves the right to test or retest all specified functions whether or not 18 explicitly stated in the prior approved Test Procedures. 19 H. The Engineer's decision shall be final regarding the acceptability and completeness of all 20 testing. 21 I. Correction of Deficiencies 22 J. All deficiencies in workmanship and/or items not meeting specified testing requirements shall 23 be corrected to meet specification requirements at no additional cost to the Owner. 24 K. Testing, as specified herein, shall be repeated after correction of deficiencies is made until the 25 specified requirements are met. This work shall be performed at no additional cost to the 26 Owner. 27 PART 2.00 PRODUCTS — NOT USED 28 PART 3.00 EXCUTION 29 3.01 UNWITNESSED FACTORY TEST (UFT) 30 A. Refer to Section 40 96 35 Application Services. 31 B. The UFT shall be conducted at the DCS Programmer's facility. 32 C. The DCS system database, and graphic and control application software developed for the 33 system shall be loaded and tested. 34 1. The I/O database shall be verified to insure that appropriate linkages, ranges, and alarm 35 assignments have been made. All analog and digital signals for the system shall be 36 tested. Selected analog input signals shall be simulated using appropriate current or 37 voltage sources and milliamp meters provided to indicate analog output signals 38 2. Functional tests shall be conducted to confirm that the control loop/logic performs as 39 defined on the loop drawings and/or specifications. The action of all controllers shall be CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 408000-5 TESTING Page 5 of 9 1 checked in both manual and automatic modes with outputs checked for proper direction 2 and magnitude via closed loop software simulation Override and interlock logic shall be 3 exercised and verified. 4 3. Each display shall be reviewed for content and verification of data field linkages. 5 4. Report formats shall be loaded and the configured Historian data verified by activating 6 the reporting program. A portion of the real time data base shall be simulated to provide 7 real numbers to for the history. The resulting report content shall be verified to insure 8 appropriate linkages, format, calculations and reporting frequencies. 9 3.02 WITNESSED TEST (WFT) 10 A. Refer to Section 40 96 35 Application Services. 11 B. Before scheduling the Witnessed Factory Test, the DCS Programmer must determine through 12 his own test and quality assurance program that the system is ready for shipment to the 13 jobsite. 14 C. All system tests specified for the Un-witnessed Factory Test shall be repeated during the 15 WFT. 16 D. The WFT shall be conducted at the DCS Programmer's facility. 17 E. After receiving Un-witnessed Factory Test approval, the DCS Programmer shall notify the 18 Engineer and Owner in writing that the system is ready for the Witnessed Factory Test. The 19 Engineer and/or Owner shall schedule a test date within 30 days of receipt of the "Ready to 20 Test" notification. At the time of notification, the DCS Programmer shall submit any 21 revisions to the test procedure previously approved by the Engineer. 22 F. The purpose of the test shall be to verify the functionality, performance, and stability of the 23 application software. Successful completion of this test, as determined by the Engineer, shall 24 be the basis for approval of the application to be installed at the project site. 25 G. The various tests performed during the Witnessed Factory Test shall be designed to 26 demonstrate that the application software fulfills all the requirements of the Contract 27 Documents. The test conditions shall resemble, as closely as possible, the actual installed 28 conditions. Any additional hardware or software that may be required to successfully verify 29 system operation shall be supplied at no cost to the Owner. 30 H. Tests to be performed shall include, but not be limited to, the following: 31 1. Demonstrate operability of all application software 32 2. Demonstrate operability of the control data communication network under anticipated 33 full load conditions 34 3. Demonstrate the ability to monitor and change at least 20 pieces of digital and analog 35 data in the controller from the HMI software at the operator workstation 36 4. Demonstrate a catastrophic failure and recovery of a server, workstation, and controller. 37 I. All deficiencies identified during these tests shall be corrected and retested prior to 38 completing the Witnessed Factory Test as determined by the Owner/Engineer. 39 J. The following documentation shall be made available to the Engineer at the test site both 40 before and during the Witnessed Factory Test: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 408000-6 TESTING Page 6 of 9 1 K. All Contract Drawings and Specifications, addenda, and applicable change orders 2 1. Copy of the test procedure 3 2. List of the equipment to be tested including make, model, and serial number 4 3. Software license 5 L. The daily schedule during these tests shall be as follows: 6 1. Morning meeting to review the day's test schedule 7 2. Scheduled tests and signoffs 8 3. Evening meetings to review the day's test results and to review or revise the next day's 9 test schedule 10 4. Unstructured testing period by the witnesses 11 M. All test data and procedures followed during testing shall be logged and certified copies of 12 the logs shall be provided to the Engineer and Owner. 13 3.03 OPERATIONAL READINESS TEST (ORT) 14 A. Prior to startup and the Functional Demonstration Test, the entire system shall be certified 15 (inspected, tested, and documented) that it is READY for operation. 16 B. Loop/Component Inspections and Tests: The entire system shall be checked for proper 17 installation, calibrated, and adjusted on a loop -by -loop and component -by -component basis to 18 ensure that it is in conformance with related submittal's and these Specifications. 19 C. The Loop/Component Inspections and Tests shall be implemented using Engineer -approved 20 forms and check lists. 21 D. Each loop shall have a Loop Status Report to organize and track its inspection, adjustment, 22 and calibration. These reports shall include the following information and check off items 23 with space for sign off by the INCS and DCS Programmer. 24 a. Project Name 25 b. Loop Number 26 c. Tag Number for each component 27 d. Check offs/sign offs for each component 28 e. Tag/identification 29 f. Installation 30 g. Termination — wiring 31 h. Termination — tubing 32 i. Calibration/adjustment — Check offs/sign offs for the loop 33 j. Panel interface terminations 34 k. I/O interface terminations 35 I. I/O signal operation 36 m. Inputs/outputs operational: received/sent, processed, and adjusted. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 408000-7 TESTING Page 7 of 9 1 n. Total loop operation — Provide space for comments 2 E. Each active Analog Subsystem element and each I/O module shall have a Component 3 Calibration Sheet. These sheets shall have the following information, spaces for data entry, 4 and a space for sign off by the INCS: 5 a. Project Name 6 b. Loop Number 7 c. Component Tag Number of I/O Module Number 8 d. Component Code Number Analog System 9 e. Manufacturer (for Analog system element) 10 f. Model Number/Serial Number (for Analog system) 11 g. Summary of Functional Requirements: 12 F. Indicators and Recorders: Scale and chart ranges 13 G. Transmitters/Converters: Scale and chart ranges 14 H. Computing Elements: Function 15 I. Controllers: Action (direct/reverse) control Modes (PID) 16 J. Switching Elements: Unit range, differential 17 K. (FIXED/ADJUSTABLE), Preset (AUTO/MANUAL) 18 L. I/O Modules: Input or output 19 a. Calibrations: 20 b. Analog Devices: Required and actual inputs and outputs at 0, 25, 50, 75, and 100 21 percent of span, rising and falling 22 c. Discrete Devices: Required and actual trip points and reset points 23 d. Controllers: Mode settings (PID) 24 e. I/O Modules: Required an actual inputs or outputs for 0, 25, 50, 75, and 100 percent 25 of span, rising and falling. 26 f. Provide space for comments 27 g. Space for sign off by the DCS Programmer 28 M. The General Contractor shall require the INCS to maintain the Loop Status Reports and 29 Component Calibration Sheets at the job -site and make them available to the Engineer/Owner 30 at any time. 31 N. These inspections and tests do not require witnessing. However, the Engineer shall review 32 and initial all Loop Status Sheets and Component Calibration Sheets and spot-check their 33 entries periodically and upon completion of the Operational Readiness Test. Any 34 deficiencies found shall be corrected. 35 3.04 FUNCTIONAL DEMONSTRATION TEST (FDT) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside II1 & IV Water Main Connection City Project No. 01988 408000-8 TESTING Page 8 of 9 1 A. Following the Operational Readiness Test and prior to the 30-Day Site Acceptance Test, the 2 entire installed Process Instrument and Control System shall be certified ready for operation. 3 All preliminary testing, inspection, and calibration shall be complete as defined in the 4 Operational Readiness Test. The FDT will be a joint test by the INCS and DCS Programmer 5 as required. 6 B. Once the facility has been started up and is operating, a witnessed Functional Demonstration 7 Test shall be performed on the complete system to demonstrate that it is operating and in 8 compliance with these specifications. Each specified function shall be demonstrated on a 9 paragraph -by -paragraph, loop -by -loop, and site -by -site basis. 10 C. Loop -specific and non -loop -specific tests shall be the same as specified under Functional 11 Demonstration Tests except that the entire installed system shall be tested and all 12 functionality demonstrated. 13 D. Updated versions of the documentation specified to be provided for during the tests shall be 14 made available to the Engineer at the job -site both before and during the tests. In addition, 15 one (1) copy of all O&M Manuals shall be made available to the Engineer at the job -site both 16 before and during testing. 17 E. The daily schedule specified to be followed during the tests shall also be followed during the 18 Functional Demonstration Test. 19 F. The system shall operate for 100 continuous hours without failure before this test shall be 20 considered successful. 21 G. Demonstrate communication failure and recovery 22 3.05 30-DAY SITE ACCEPTANCE TEST (SAT) 23 A. Following successful completion of the Operational Readiness and Functional Demonstration 24 Tests, the DCS Programmer and INCS shall be responsible for the successful operation of the 25 entire system for a period of 30 consecutive days, under conditions of full plant process 26 operation, without a single non -field repairable malfunction. This period, upon successful 27 completion, shall constitute the Site Acceptance Test. 28 B. All modes of operation and man/machine interactions shall be exercised. Compliance to 29 specified system failure detection and fail over requirements shall be verified by selectively 30 disabling individual monitors, common logic files, data communication equipment and data 31 links. All data communication equipment shall be thoroughly tested for function and 32 accuracy. 33 C. During this test, plant operating, INCS and DCS Programmer personnel shall be present as 34 required. For this test, the INCS and DCS Programmer are expected to provide personnel 35 who have an intimate knowledge of the system hardware and software. 36 D. While this test is proceeding, the Owner shall have full use of the system. Only plant 37 operating personnel shall be allowed to operate equipment associated with live plant 38 processes. 39 E. Any malfunction during the test shall be analyzed and corrected by the INCS and/or DCS 40 Programmer, as applicable. The Engineer and/or Owner will determine whether any such 41 malfunctions are sufficiently serious to warrant a repeat of this test. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 408000-9 TESTING Page 9 of 9 1 F. During this test period, any malfunction which cannot be corrected within 24 hours of 2 occurrence by INCS and/or DCS Programmer personnel, or more than two similar failures of 3 any duration, will be considered a non -field -repairable malfunction. 4 G. Upon completion of repairs by the INCS and/or DCS Programmer, the test shall be repeated 5 as specified herein. 6 H. In the event of rejection of any part or function, the INCS and/or DCS Programmer shall 7 perform repairs or replacement within 90 days. 8 I. The total availability of the system shall be greater than 99.5 percent (99.5%) during this test 9 period. Availability shall be defined as: 10 11 Availability = (Total Testing Time -Down Time) / Total Testing Time 12 13 J. Down time due to power outages or other factors outside the normal protection devices or 14 back-up power supplies provided shall not contribute to the availability test times above. 15 K. Upon successful completion of the 30-day Site Acceptance Test and subsequent review and 16 approval of complete system final documentation, the system shall be considered 17 substantially complete, and the two year warranty period shall commence. 18 END OF SECTION 19 20 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 1 2 3 PART 1 GENERAL 409000-1 INSTRUMENTATION — GENERAL PROVISIONS Page 1 of 13 SECTION 40 90 00 INSTRUMENTATION - GENERAL PROVISIONS 4 1.01 SCOPE OF WORK 5 A. Furnish all labor, materials and equipment required to provide, install, test and make 6 operational, a complete and fully integrated Process Instrumentation and Control System 7 (PICS) as specified in each Section of Division 40 and shown on the Drawings. 8 B. Distributed Control System Supplier (DCSS): the Contractor shall provide the services of a 9 DCSS who shall perform all work necessary to select, furnish, configure, customize, debug, 10 install, connect, calibrate and place into operation all components of the Distributed Control 11 System (DCS) and all networking devices as required by the Contract Documents. The 12 DCSS shall be CDMSmith. The Distributed Control System shall be the Ovation DCS by 13 Emerson. Refer to Section 40 94 44 for detailed DCS requirements. 14 C. Instrument and Network Cabling Supplier (INCS): The INCS shall perform all work 15 necessary to select, furnish, configure, customize, debug, install, connect, calibrate, and place 16 into operation all instrumentation, fiber optic cabling and copper Ethernet cabling depicted in 17 the Drawings and specified herein. The INCS shall be as specified in paragraph 1.05 of this 18 Section. 19 D. Immediately following contract award, the Ovation DCS spares shall be obtained and turned 20 over to the Owner. Refer to Section 40 94 44 for detailed spares requirements including 21 component descriptions, part numbers and quantities. 22 E. DCS Programmer: the Contractor shall provide the services of a Distributed Control System 23 Programmer (DCS Programmer) who shall perform all application software programming as 24 required by the Contract Documents. The DCS Programmer shall be CDMSmith. 25 F. PLC systems furnished as part of other Divisions shall be integrated by the DCS Programmer 26 into the overall PICS under this Division as shown on the Drawings. Coordination with 27 equipment providers in other Divisions regarding integration of their PLC systems shall be 28 the responsibility of the DCS Programmer. In order to provide the Owner with a fully 29 documented PICS, the DCS Programmer shall be responsible for the inclusion of all relevant 30 documentation of such PLC systems (memory map, etc.) into the final complete project 31 O&M documentation. 32 G. Instrumentation furnished as a part of other Divisions, and shown on the Instrumentation 33 and/or Electrical Drawings shall be integrated by the INCS and DCS Programmer into the 34 overall Process Instrumentation and Control System under this Division. 35 H. The INCS shall install wiring for all field instruments and equipment from their field 36 locations up to the DCS cabinets as depicted in the Contract Documents. The DCSS shall 37 terminate all control wires, including those for devices furnished under other Divisions, 38 inside all DCS cabinets. 39 I. The INCS shall install wiring for all field -mounted instruments furnished and mounted under 40 other Divisions, including process instrumentation primary elements, transmitters, local 41 indicators and control panels up to the DCS cabinets as required by the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 409000-2 INSTRUMENTATION — GENERAL PROVISIONS Page 2 of 13 1 J. The INCS shall install vendor furnished instrumentation cables specified under this and other 2 Divisions. 3 K. Actual installation of the instruments need not be performed by the INCS's employees; 4 however, the INCS shall provide the on -site technical supervision of the installation. 5 L. The Contractor shall coordinate and schedule all required installation, testing and startup 6 services with the INCS, DCS Programmer, Owner and Engineer. 7 M. The Contractor shall coordinate and schedule all required training with the DCSS, INCS, 8 DCS Programmer, Owner and Engineer. 9 N. The Contractor shall coordinate his construction schedule and instrumentation and control 10 interface with the supplier(s) of instrumentation and control equipment specified under other 11 Divisions. 12 O. Instrumentation specified in other Divisions shall meet the requirements of this Division. 13 P. Auxiliary and accessory devices necessary for system operation or performance to interface 14 with existing equipment or equipment provided by other suppliers under other Sections of 15 these specifications, shall be included whether or not they are shown on the Drawings. These 16 devices include, but are not limited to, transducers, current isolators, signal conditioners or 17 interposing relays. 18 Q. System design shall allow removing individual devices from service without disrupting other 19 devices in service. 20 R. Equipment shall be fabricated, assembled, installed, and placed in proper operating condition 21 in full conformity with detail drawings, specifications, engineering data, instructions, and 22 recommendations by the equipment manufacturer as approved by the Engineer. 23 S. The INCS shall furnish equipment which is the product of one manufacturer to the maximum 24 practical extent. Where this is not practical, all equipment of a given type shall be the 25 product of one manufacturer. 26 T. All materials, equipment, labor, and services necessary to achieve the monitoring and control 27 functions described herein shall be provided in a timely manner so that the monitoring and 28 control functions are available when the equipment is ready to be placed into service. 29 U. Provide all electrical relocation work associated with the relocation of equipment for the 30 existing and new facilities, including disconnecting all existing wiring and conduits and 31 providing new wiring and conduit to the relocated equipment. 32 V. Coordinate the sequence of demolition with the sequence of construction to maintain plant 33 operation in each area. Remove and demolish equipment and materials in such a sequence 34 that the existing and proposed plant will function properly with no disruption of treatment. 35 W. Modifications to existing instrumentation and control systems as required to new and existing 36 equipment to maintain the plant in operation. 37 X. All bidders shall visit the site of the project, prior to submitting a bid, and satisfy themselves 38 as to any question that they alight have, relating to existing equipment, condition or 39 construction. 40 Y. Furnish all data highway cables and specialty cable systems for installation under Division 41 26. Where redundant cables are furnished, confirm that the cables are installed in separate 42 raceways. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 409000-3 INSTRUMENTATION— GENERAL PROVISIONS Page 3 of 13 1 1.02 RELATED WORK 2 A. Where references are made to the Related Work paragraph in each Specification Section, 3 referring to other Sections and other Divisions of the specifications, the Contractor shall 4 provide such information or work as may be required in those references, and include such 5 information or work as may be specified. 6 B. All Instrumentation and Controls work related to Process and Mechanical Divisions 7 equipment that is shown on the Instrumentation Drawings shall be provided under Division 8 40. 9 C. All instrumentation and Controls work provided under any Division of the specifications 10 shall fully comply with the requirements of Division 40. 11 D. Related Sections 12 1. Electrical Equipment Division 13 2. Process Equipment Division 14 3. Mechanical Equipment Division 15 4. Section 40 80 00 Testing 16 5. Section 40 91 13 Field Instruments 17 6. Section 40 94 44 Distributed Control System 18 7. Section 40 95 15 Input/Output List 19 8. Section 40 95 25 Panel Mounted Equipment 20 9. Section 40 95 34 Fiber Optic Data Network 21 10. Section 40 96 20 Field Instrument List 22 11. Section 40 96 30 Control Loop Descriptions 23 12. Section 40 96 35 Application Services 24 1.03 SUBMITTALS 25 A. Submittal Process 26 1. No submittals will be accepted for this Section (40 90 00). 27 2. An individually packaged submittal shall be prepared for each Section, and shall contain 28 all of the information required by that Section. Partial submittals will not be accepted 29 and will be returned un-reviewed. 30 3. Submit all Shop Drawings, in accordance with Division 1 requirements, for equipment, 31 materials and all other requirements specified under each Section of Division 40, except 32 where specifically stated otherwise. 33 B. Each Section Submittal shall be complete and shall contain all.of the items required in the 34 associated Section. Items on each cut sheet page submitted, which are applicable to this 35 project work, shall be clearly marked. The submittal shall list any exceptions to the Contract 36 Documents and shall include the reason for such deviation. Shop Drawings not so checked 37 and noted will be returned un-reviewed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside 1II & IV Water Main Connection City Project No. 01988 409000-4 INSTRUMENTATION— GENERAL PROVISIONS Page 4 of 13 1 C. The Contractor shall check Shop Drawings for accuracy and relevance to the requirements of 2 the Contract Documents prior to submittal to the Engineer. Errors and omissions on 3 approved Shop Drawings shall not relieve the Contractor from the responsibility of providing 4 materials and workmanship required by the Contract Documents. Shop Drawings shall be 5 stamped with the date included and shall include a Statement indicating that the shop 6 drawings conform to Contract Documents. Only one Section Submittal shall be allowed per 7 transmittal unless otherwise stated in the individual specification sections. 8 D. Material shall not be ordered or shipped until the Shop Drawings have been approved. No 9 material shall be ordered or work started if Shop Drawings are marked "APPROVED AS 10 NOTED, CONFIRM", "APPROVED AS NOTED, RESUBMIT" or "NOT APPROVED". 11 E. Shop Drawings, Operation & Maintenance (O&M) Manuals, and other documentation, shall 12 be submitted as listed in each of the individual Division 40 Instrumentation Specification 13 Sections. 14 1. Submit operations and maintenance materials and instructions for equipment furnished 15 under this Division, in accordance with the requirements of Division 1. The O&M 16 Manuals shall be prepared specifically for this installation and shall include all relevant 17 catalog data sheets, drawings, equipment lists, descriptions, parts lists and operating and 18 maintenance instructions. 19 2. Manuals shall include the following as a minimum: 20 a. A comprehensive index 21 b. A complete "As -Built" set of approved shop drawings 22 c. A complete list of the equipment supplied, including serial numbers, ranges and 23 pertinent data 24 d. A table listing of the "as left" settings for all timing relays and alarm and trip 25 setpoints 26 e. System schematic drawings "As -Built", illustrating all components, piping and 27 electric connections of the systems supplied under this Division 28 f. Detailed service, maintenance and operation instructions for each item supplied 29 30 g. Special maintenance requirements particular to this system shall be clearly defined, along with special calibration and test procedures 31 h. The operating instructions shall also incorporate a functional description of the entire 32 system, with references to the systems schematic drawings and instructions 33 i. Complete parts list with stock numbers, including spare parts 34 F. Record Drawings shall be promptly furnished when the equipment installation is complete. 35 Payment will be withheld until Record Drawings have been furnished and approved. The 36 Contractor shall provide markups on all Process and Instrumentation Contract Drawings. 37 G. At the time of delivery of the equipment, the Contractor shall have an approved Shop 38 Drawing Submittal for that equipment in his possession for the Owner's representative and 39 Engineer's verification. 40 1.04 REFERENCE CODES AND STANDARDS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 409000-5 INSTRUMENTATION — GENERAL PROVISIONS Page 5 of 13 1 A. Instrumentation equipment, materials and installation shall comply with the National 2 Electrical Code (NEC) and with the latest edition of the following codes and standards: 3 1. National Electrical Safety Code (NESC) 4 2. Occupational Safety and Health Administration (OSHA) 5 3. National Fire Protection Association (NFPA) 6 4. National Electrical Manufacturers Association (NEMA) 7 5. American National Standards Institute (ANSI) 8 6. Insulated Cable Engineers Association (ICEA) 9 7. International Society of Automation (ISA) 10 8. Underwriters Laboratories (UL) 11 9. UL 508, the Standard of Safety for Industrial Control Equipment 12 10. UL 508A, the Standard of Safety for Industrial Control Panels 13 11. UL 50, the Standard of Safety for Enclosures for Electrical Equipment. 14 12. NFPA 79, Electrical Standard for Industrial Machinery 15 13. Factory Mutual (FM) 16 14. City of Fort Worth Electrical Code 17 15. All equipment and installations shall satisfy applicable Federal, State, and local codes. 18 B. Where reference is made to one of the above standards, the revision in effect at the time of 19 bid opening shall apply. 20 C. All material and equipment, for which a UL standard exists, shall bear a UL label. No such 21 material or equipment shall be brought onsite without the UL label affixed. 22 D. If the issue of priority is due to a conflict or discrepancy between the provisions of the 23 Contract Documents and any referenced standard, or code of any technical society, 24 organization or association, the provisions of the Contract Documents shall take precedence if 25 they are more stringent or presumptively cause a higher level of performance. If there is any 26 conflict or discrepancy between standard specifications, or codes of any technical society, 27 organization or association, or between Laws and Regulations, the higher performance 28 requirement shall be binding on the Contractor, unless otherwise directed by the 29 Owner/Engineer. 30 E. In accordance with the intent of the Contract Documents, the Contractor accepts the fact that 31 compliance with the priority order specified shall not justify an increase in Contract Price or 32 an extension in Contract Time nor limit in any way, the Contractor's responsibility to comply 33 with all Laws and Regulations at all times 34 F. All control panels shall be constructed and the labeling shall be affixed in a UL 508 facility. 35 1.05 INSTRUMENT AND NETWORK CABLING SUPPLIER (INCS) 36 A. The Contractor shall provide the services of a pre -approved Instrument and Network Cabling 37 Supplier (INCS) for work under this Division and other Divisions, as described in this 38 Division and other Divisions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 409000-6 INSTRUMENTATION — GENERAL PROVISIONS Page 6 of 13 1 B. Where shown on the Bid Documents, the Contractor shall name the proposed INCS. Only 2 approved suppliers, as listed herein, shall be accepted. 3 C. Qualifications 4 1. The INCS shall be a "systems house," regularly engaged in the design and installation of 5 control and instrumentation systems and their associated subsystems as they apply to the 6 Municipal Water/Wastewater Industry. For the purposes of this and other applicable 7 Divisions, a "systems house" shall be interpreted to mean an organization that complies 8 with all of the following criteria: 9 2. Employs a registered professional Control Systems Engineer or Electrical Engineer in the 10 state of Texas to supervise or perform the work required by this Specification Section. 11 3. Employs personnel on this project who have successfully completed a manufacturer's 12 training course on the hardware configuration and implementation of the specific 13 programmable controllers, computers, and software proposed for this project. 14 4. Has been in the water/wastewater industry performing the type of work specified in this 15 specification section for a minimum of five (5) continuous years 16 5. The INCS shall maintain a fully equipped office/production facility with full-time 17 employees capable of fabricating, configuring, installing, calibrating, troubleshooting, 18 and testing the system specified herein. Qualified repair personnel shall be available and 19 capable of reaching the facility within 24 hours. 20 D. The INCS shall be one of the following: 21 1. Prime Controls 22 815 Office Park Circle 23 Lewisville, Texas 75057 24 Attn: Brian Poarch 25 Phone: 972.221.4849 26 2. Richardson Logic Control 27 8115 Hicks Hollow 28 McKinney, Texas 75071 29 Attn: Michel Cunningham 30 Phone: 972.542.7375 31 3. WHECO Controls 32 8501 Jacksboro Highway 33 Fort Worth, TX 76135 34 Phone: 817.244.6660 35 E. The listing of specific INCS organizations above does not imply acceptance of their products 36 and capabilities that do not meet the specified ratings, features and functions. INCS s listed 37 above are not relieved from meeting these specifications in their entirety. 38 1.06 ENCLOSURE TYPES FOR AREA CLASSIFICATIONS 39 A. Unless otherwise specified herein or shown on the Drawings, enclosures and associated 40 installations shall have the following ratings: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 409000-7 INSTRUMENTATION — GENERAL PROVISIONS Page 7 of 13 1 1. Provide NEMA 12 enclosures for dry, indoor above grade locations. Unless otherwise 2 specified or shown on the Drawings, these areas shall be limited to electrical rooms, 3 administration areas, control rooms and storage rooms. 4 2. Provide NEMA 7/8 combination enclosures for either indoor or outdoor use in hazardous 5 (classified as Class 1, Division 1, Groups B, C and D), as defined in NFPA 70. 6 3. Provide NEMA 4X 316 Stainless Steel enclosures for outdoor, wet locations and process 7 areas. In addition NEMA 4X Aluminum enclosures will be allowed on an individual 8 basis, but only where specifically designated herein or specifically shown on the 9 Drawings. 10 4. Provide non-metallic type NEMA 4X enclosures, of PVC or fiberglass reinforced 11 polyester, for Chlorine, Caustic and other Chemical Rooms. Fiberglass enclosures shall 12 not be used in the presence of sodium hypochlorite. 13 5. NEMA 1 or lA enclosures shall not be permitted, unless specifically stated on the 14 Drawings. 15 6. All enclosures shall be lockable and provided with a padlock location. 16 7. Provide a flange mounted disconnect operating handle with mechanical interlock having 17 a bypass that will allow the enclosure door to open only when the circuit breaker or 18 switch is in the OFF position. The circuit breaker or switch shall have the capability of 19 being bypassed after the door has been opened. 20 1.07 HAZARDOUS AREAS 21 A. Equipment, materials and installation in areas designated as hazardous on the Drawings shall 22 comply with NEC Articles 500, 501, 502 and 503. 23 B. Equipment and materials installed in hazardous areas shall be UL listed for the appropriate 24 hazardous area classification. 25 1.08 CODES, INSPECTION AND FEES 26 A. Equipment, materials and installation shall comply with the requirements of the local 27 authority having jurisdiction. 28 B. Obtain all necessary permits and pay all fees required for permits and inspections. 29 1.09 SIZE OF EQUIPMENT 30 A. Investigate each space in the structure through which equipment must pass to reach its final 31 location. Coordinate shipping splits with the manufacturer to permit safe handling and 32 passage through restricted areas in the structure. 33 B. The equipment shall be kept upright at all times during storage and handling. When 34 equipment must be tilted for passage through restricted areas, brace the equipment to ensure 35 that the tilting does not impair the functional integrity of the equipment. 36 1.10 RECORD DRAWINGS 37 A. As the work progresses, legibly record all field changes on a set of the project Contract 38 Documents, hereinafter to be called the "Record Drawings". The Record Drawings shall be 39 kept up to date throughout the project. CITY OF FORT WORTH Westside III & IV Water Main Connection STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01988 Revised October 10, 2013 409000-8 INSTRUMENTATION — GENERAL PROVISIONS Page 8 of 13 1 B. Record Drawings shall accurately reflect the installed condition of the following items: 2 1. One line diagram(s) 3 2. Raceways and pu11 boxes 4 3. Conductor sizes 5 4. Panel Schedule(s) 6 5. Control Wiring Diagram(s) including all wire tags 7 6. Process Instrumentation Diagram(s) 8 7. Mounting Details 9 C. Submit a typical example of a schedule of control wiring raceways and wire numbers, 10 including the following information: 11 1. Circuit origin, destination and wire numbers. 12 2. Field wiring terminal strip names and numbers with field connection wire color. 13 D. As an alternate, submit a typical example of point-to-point connection diagrams showing the 14 same information, may be submitted in place of the schedule of control wiring raceways and 15 wire numbers. 16 E. Submit the Record Drawings and the schedule of control wiring raceways and wire numbers 17 (or the point-to-point connection diagrams) to the Owner/Engineer. 18 F. The Contractor's retainage shall not be paid until the point-to-point connection diagrams have 19 been furnished to the Owner/Engineer. 20 1.11 EQUIPMENT INTERCONNECTIONS 21 A. Review Shop Drawings for equipment furnished under other related Divisions and prepare 22 coordinated wiring interconnection diagrams or wiring tables. Submit copies of wiring 23 diagrams or tables with Record Drawings. 24 B. Furnish and install all equipment interconnections. 25 1.12 MATERIALS AND EQUIPMENT 26 A. Materials and equipment shall be new, except where specifically identified on the Drawings 27 to be reused. 28 B. The Contractor shall not bring onsite, material or equipment from a manufacturer not 29 submitted and approved for this project. Use of any such material or equipment, shall be 30 rejected, removed and replaced with the approved material and equipment, by the Contractor 31 at his own expense. 32 C. All material and equipment shall be UL listed, where such listing exists. 33 D. The Contractor shall be responsible for all material, product, equipment and worlunanship 34 being furnished by him for the duration of the project. He shall replace the equipment if it 35 does not meet the requirements of the Contract Documents. 36 1.13 DELIVERY, STORAGE AND HANDLING CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 409000-9 INSTRUMENTATION — GENERAL PROVISIONS Page 9 of 13 1 A. Equipment shall be handled and stored in accordance with manufacturer's instructions. Two 2 (2) copies of these instructions shall be included with the equipment at time of shipment, and 3 shall be made available to the Contractor and Owner. 4 B. Shipping groups shall be designed to be shipped by truck, rail, or ship. Indoor groups shall 5 be bolted to skids. Accessories shall be packaged and shipped separately. 6 C. Equipment shall be equipped to be handled by crane. Where cranes are not available, 7 equipment shall be suitable for skidding in place on rollers using jacks to raise and lower the 8 groups. 9 D. Equipment shall be installed in its permanent, finished location shown on the Drawings 10 within seven (7) calendar days of arriving onsite. If the equipment cannot be installed within 11 seven (7) calendar days, the equipment shall not be delivered to the site, but stored offsite, at 12 the Contractor's expense, until such time that the site is ready for permanent installation of 13 the equipment. 14 E. Where space heaters are provided in equipment, provide temporary electrical power and 15 operate space heaters during jobsite storage, and after equipment is installed in permanent 16 location, until equipment is placed in service. 17 1.14 WARRANTY 18 A. Manufacturer's warranties shall be provided as required in each of the Specification Sections. 19 1.15 INSTRUMENT AND EQUIPMENT IDENTIFICATION 20 A. Identify equipment (disconnect switches, control stations, etc.) furnished under Division 40 21 with the name of the equipment it serves. Control panels, instruments, meters junction or 22 terminal boxes, etc., shall have nameplate designations as shown on the Drawings. 23 B. Nameplates shall be engraved, laminated impact acrylic, white lettering on a black 24 background, matte finish, not less than 1/16-in thick by 3/4-in by 2-1/2-in, Rowmark 322402. 25 Nameplates shall be 316 SS screw mounted to all enclosures except for NEMA 4 and 4X. 26 Nameplates for NEMA 4 and 4X enclosures shall be attached with double faced adhesive 27 strips, TESA TUFF TAPE 4970, .009 X'/2", no equal. Prior to installing the nameplates, the 28 metal surface shall be thoroughly cleaned, with a 70% alcohol solution, until the metal 29 surface residue has been removed. Epoxy adhesive or foam tape is not acceptable. 30 PART 2 PRODUCTS (NOT USED) 31 PART 3 EXECUTION 32 3.01 INCS COORDINATION MEETINGS 33 A. The INCS shall schedule and administer a minimum of three (3) mandatory Coordination 34 Meetings during the submittal phase of the project. The INCS shall make arrangements for 35 the meetings and prepare and send a proposed agenda to all participants at least one (1) week 36 before scheduled meetings. The INCS shall be responsible for promptly preparing and 37 distributing meeting minutes to all attendees. 38 B. The INCS shall prepare meeting minutes and distribute them to all attendees and others 39 affected by any decisions made at the meetings. The meeting minutes shall be distributed 40 within one (1) week following the meeting. CITY OF FORT WORTH Westside III & IV Water Main Connection STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01988 Revised October 10, 2013 409000-10 INSTRUMENTATION — GENERAL PROVISIONS Page 10of13 1 C. The meetings shall be held at the General Contractor's field office at the project site and shall 2 include, at a minimum, attendance by the Owner, Engineer, General Contractor's project 3 engineer, INCS project engineer, DCS Programmer's project engineer, and the electrical 4 subcontractor. 5 1. The First Coordination Meeting shall be held in advance of the first Shop Drawing 6 submittal. The purpose of the first meeting shall be for the INCS to: 7 a. Summarize their understanding of the project 8 b. Discuss any proposed deviations, substitutions or alternatives 9 c. Present the INCS project schedule 10 d. Schedule testing and delivery milestone dates 11 e. Provide a forum for the INCS to coordinate hardware and software related issues 12 f. Request any additional information required from the Owner and/or Engineer. 13 g. The INCS shall bring a draft version of shop drawings to the meeting to provide the 14 basis for the Owner/Engineer's input into their development. 15 2. The Second Coordination Meeting shall be held following the Field Instruments and 16 Distributed Control System submittals have been reviewed and returned to the INCS. 17 The purpose of the second meeting shall be for the INCS to: 18 a. Discuss comments made during submittal process 19 b. Refine schedule milestone dates 20 c. Coordinate installation activities 21 d. Discuss any remaining coordination requirements. 22 e. Discuss any coordination requirements for the General Contractor and INCS 23 regarding the Blower System 24 3. The Third Coordination Meeting shall be held no more than one month prior to site 25 testing for each location. The purpose of the third meeting shall be to discuss any 26 remaining coordination needs and requirements. 27 4. A typical agenda may include, but shall not be limited to, the following: 28 a. Review minutes of previous meetings 29 b. Review of work progress 30 c. Field observations, problems, and decisions 31 d. Identification of problems which may impede planned progress 32 e. Review of submittal schedule and submittal status 33 f. Review of offsite fabrications and delivery schedules 34 g. Maintenance of progress schedule 35 h. Corrective measures to regain projected schedules 36 i. Planned activities for subsequent work period 37 j. Coordination of projected progress CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 40 90 00 - 11 INSTRUMENTATION — GENERAL PROVISIONS Page 11 of 13 1 k. Maintenance of quality and work standards 2 I. Effect of proposed changes on progress schedule and coordination 3 m. Other business relating to work 4 3.02 INTERPRETATION OF DRAWINGS 5 A. Raceways and conductors for switches and other miscellaneous low voltage power and signal 6 systems as specified are not shown on the Drawings. Raceways and conductors shall be 7 provided as required for a complete and operating system. Refer to riser diagrams for signal 8 system wiring. 9 B. The Contractor shall run all conduit and wire to DCS cabinets, where designated on the 10 Drawings. The conduit and wire, as shown on the interface drawings, may not necessarily be 11 shown on the floor plan. 12 C. Install conductors carrying low voltage signals (typically twisted shielded pair cables) in 13 raceways totally separate from all other raceways containing power or 120 volt control 14 conductors. Refer to NEC article 725. DC and AC control wiring shall be installed in 15 separate raceways. 16 D. Provide raceways and conductors as required by the system manufacturer for a complete and 17 operating system. All raceways and power conductors shall be in accordance with Division 18 26. Raceways shall be installed concealed in all finished spaces and may be installed exposed 19 or concealed in process spaces. 20 E. Redesign of electrical or mechanical work, which is required due to the Contractor's use of a 21 pre -approved alternate instrumentation or control item, or arrangement of equipment and/or 22 layout other than specified herein, shall be done by the Contractor at his/her own expense. 23 Redesign and detailed plans shall be submitted to the Owner and Engineer for approval. No 24 additional compensation shall be provided for changes in the work, either his/her own or 25 others, caused by such redesign. 26 3.03 INSTRUMENTATION EQUIPMENT PADS AND SUPPORTS 27 A. Equipment pads and supports, of concrete or steel including structural reinforcing and 28 foundations, are shown on the Structural Drawings. 29 3.04 SLEEVES AND FORMS FOR OPENINGS 30 A. Provide and place all sleeves for conduits penetrating floors, walls, partitions, etc. Locate all 31 necessary slots for Electrical and Instrumentation work and form before concrete is poured. 32 B. Exact locations are required for stubbing up and terminating concealed conduit. Obtain shop 33 drawings and templates from equipment vendors or other subcontractors and locate the 34 concealed conduit before the floor slab is poured. 35 C. Where setting drawings are not available in time to avoid delay in scheduled floor slab pours, 36 the Owner and/or Engineer may allow the installations of such conduit to be exposed. 37 Requests for this deviation shall be submitted in writing. No additional compensation for 38 such change shall be allowed. 39 D. Seal all openings, sleeves, penetration and slots as specified in Section 26 05 33. 40 3.05 CUTTING AND PATCHING CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No, 01988 409000-12 INSTRUMENTATION — GENERAL PROVISIONS Page 12 of 13 1 A. Cutting and patching shall be done in a thoroughly workmanlike manner. Saw cut all 2 concrete and masonry prior to breaking out sections. 3 B. Core drill holes in concrete floors and walls as required. Contractor shall obtain written 4 permission from the Owner and/or Engineer before core drilling any holes larger than 2 5 inches. 6 C. Install work at such time as to require the minimum amount of cutting and patching. 7 D. Do not cut joists, beams, girders, columns or any other structural members. 8 E. Cut opening only large enough to allow easy installation of the conduit. 9 F. Patching shall be of the same kind and quality of material as was removed. 10 G. The completed patching work shall restore the surface to its original appearance or better. 11 H. Patching of waterproofed surfaces shall render the area of the patching completely 12 waterproofed. 13 I. Remove rubble and excess patching materials from the premises. 14 J. When existing conduits are cut at the floor line or wall line, they shall be filled with grout of 15 suitable patching material. 16 3.06 INSTALLATION 17 A. Any work not installed according to the Contract Documents shall be subject to change as 18 directed by the Owner and/or Engineer. No extra compensation shall be allowed for making 19 these changes. 20 B. All dimensions shall be field verified at the job site and coordinated with the work of all other 21 trades. 22 C. Equipment shall be protected at all times against mechanical damage or damage by water. 23 Equipment shall not be stored outdoors. Equipment shall be stored in dry permanent shelters 24 as required by each Specification Section. Do not install equipment in its permanent location 25 until structures are weather tight. If any apparatus has been subject to possible damage by 26 water, equipment shall be thoroughly dried out and tested as directed by the Owner and/or 27 Engineer, or shall be replaced at no additional cost at the Owner and/or Engineer's discretion. 28 D. Equipment that has been damaged shall be replaced or repaired by the equipment 29 manufacturer, at the Owner and/or Engineer's discretion. 30 E. Repaint any damage to the factory applied paint finish using touch up paint furnished by the 31 equipment manufacturer. If the metallic portion of the panel or section is damaged, the entire 32 panel or section shall be replaced, at no additional cost to the Owner. 33 3.07 MANUFACTURER'S SERVICE 34 A. Provide manufacturer's services for testing and start up of the equipment as listed in each 35 individual Specification Section. 36 B. Testing and start up shall not be combined with training. Testing and start up time shall not 37 be used for manufacturer's warranty repairs. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10, 2013 Westside III & IV Water Main Connection City Project No. 01988 409000-13 INSTRUMENTATION — GENERAL PROVISIONS Page 13 of 13 1 C. Check interlocking, control and instrument wiring for each system and/or part of a system to 2 prove that the system will function properly as indicated by schematics, wiring diagrams and 3 control descriptions. 4 D. Testing shall be scheduled and coordinated with the Owner/Engineer at least two weeks in 5 advance. Provide qualified test personnel, instruments and test equipment. 6 E. Refer to the Field Instruments for additional specific testing requirements. 7 F. Make adjustments to the systems and instruct the Owner's personnel in the proper operation 8 of the systems. 9 3.08 TESTING 10 A. Test systems and equipment furnished under Division 40 and repair or replace all defective 11 work. Make adjustments to the systems and instruct the Owner's personnel in the proper 12 operation of the systems. 13 B. Make the tests and checks prior to energizing instrumentation equipment in accordance with 14 Section 40 80 00, and the individual specification sections. 15 C. Unless stated otherwise, testing shall be scheduled and coordinated with the Owner/Engineer 16 at least two weeks in advance. Provide qualified test personnel, instruments and test 17 equipment, including manufacturer's services, as specified in the individual specification 18 sections. 19 D. Where test documentation shows unsatisfactory results, the Owner/Engineer shall require the 20 removal of all defective or suspected materials, equipment and/or apparatus, and their 21 replacement with new items, all at no cost to the Owner. The Contractor shall bear all cost 22 for any retesting. 23 3.09 TRAINING 24 1. The Contractor shall provide training as specified in each individual section of the 25 specifications. All training shall be provided to accommodate three shifts in order to 26 correspond to the Owner's working schedule. 27 28 29 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 10,2013 Westside III & IV Water Main Connection City Project No. 01988 APPENDIX GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GR-01 60 00 Product Requirements Special Provisions Details CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 GC-4.01 Availability of Lands The lands upon which the Work is to be performed, rights -of -way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by Contractor. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by City unless otherwise provided in the Contract Documents. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right -of- way, easements, and/or permits are not obtained, the City reserves the right to cancel the award of contract at any time before the Bidder begins any construction work on the project. The Bidder shall be prepared to commence construction without all executed right-of-way, easements, and/or permits, and shall submit a schedule to the City of how construction will proceed in the other areas of the project that do not require permits and/or easements. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 C® .02 Su bs surface a ' ysical Conditions CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 RT WESTSIDE III IV 16-INCH ATER MAIN, PHASE I FORT WORTH, TEXAS GEOTECHNICAL ENGINEERING REPORT Westside III & IV 16-inch Water Main, Phase 1 Fort Worth, Texas Prepared by: Gorrondona & Associates, Inc. Prepared for: Dunaway Associates LP 550 Bailey Avenue, Suite 400 Fort Worth, Texas 76107 Attention: Mr. Kervin Campbell September 4, 2013 G&AI Project No. 13-0034 GORRONDONA & ASSOCIATES, INC. - TEXAS ENGINEERING FIRM REGISTRATION No. F-7933 Gorrondona & Associates, Inc. September 4, 2013 Mr. Kervin Campbell, PE Dunaway Associates LP 550 Bailey Avenue, Suite 400 Fort Worth, Texas 76107 Re: GEOTECHNICAL ENGINEERING REPORT Westside III & IV 16-inch Water Main, Phase Fort Worth, Texas G&AI Project No. 13-0034 Dear Mr. Campbell: Gorrondona & Associates, Inc. (G&AI) is pleased to submit Engineering Report for the above -referenced project. This performed in accordance with our approved contract. We appreciate the opportunity to work with you on this project. if you have any questions or require additional services. Respectfully submitted, Lee Gurecky, EIT Project Engineer Lee Gurecky, E.I.T. 2013.09.04 10:45:00 -05'00' Digitally signed by Telfryn John DN: cn=Telfryn John, o=Gorrondona & Associates, Inc., ou=GEO Fort Worth, email=tjohn@ga-inc.net, c=US Date: 2013.09.04 11:27:12 -05'00' this Geotechnical investigation was Please contact us Telfryn L John, PE Principal / Area Manager - Geotechnical, Environmental & CMT Services 7524 Jack Newell Blvd. South • Fort Worth, Texas 76118 • 817.496.1424 • Fax 817.496.1768 Gorrondona & Associates, Inc. — Texas Engineering Firm Registration No. F-7933 TABLE OF CONTENTS Page 1.0 Introduction 1 2.0 Field Investigation 2 3.0 Laboratory Testing 3 4.0 Site Conditions 5 4.1 General 5 4.2 Geology 5 4.3 Soil 6 4.4 Groundwater 7 5.0 Analysis and Recommendations 7 5.1 Seismic Site Classification 7 5.2 Construction Excavations 8 5.3 Groundwater Control 9 5.4 Earthwork 9 5.4.1 Site Preparation 9 5.4.2 Wet Weather/Soft Subgrade 9 5.4.3 Fill 10 5.5 Loading on Buried Structures 10 5.6 Retaining Structures 11 5.7 Buried Pipe 12 6.0 General Comments 13 APPENDICES Appendix A - Project Location Diagrams Appendix B - Boring Location Diagram Appendix C - Boring Logs and Laboratory Results Appendix D - Aerial Photographs Appendix E - USGS Topographic Map Appendix F - Site Photographs - Not Included Appendix G - Geologic Information Appendix H - Unified Soil Classification System GEOTECHNICAL ENGINEERING REPORT Westside III & IV 16-inch Water Main, Phase I Fort Worth, Texas 1.0 INTRODUCTION Project Location: The project is located on the north side of 1-30, approximately 1.4-miles east of its intersection with 1-20, in Fort Worth, Texas. The general location and orientation of the site are provided in Appendix A - Project Location Diagrams. Project Description: The project consists of a proposed 6700 LF, 16-inch diameter water line with variable invert depth. Project Authorization: This geotechnical investigation and assessment was authorized by Mr. Kervin Campbell with Dunaway Associates LP and performed in accordance with the G&AI Proposal No. P12-0247 dated May 30, 2012. Purpose and Methodology: The principal purposes of this investigation were to evaluate the general soil conditions at the proposed site and to develop geotechnical engineering design recommendations. To accomplish its intended purposes, the study was conducted in the following phases: (1) drill sample borings to evaluate the soil conditions at the boring locations and to obtain soil samples; (2) conduct laboratory tests on selected samples recovered from the borings to establish the pertinent engineering characteristics of the soils; and (3) perform engineering analyses, using field and laboratory data, to develop design criteria. Cautionary Statement Regarding Use of this Report: As with any geotechnical engineering report, this report presents technical information and provides detailed technical recommendations for civil and structural engineering design and construction purposes. G&Al, by necessity, has assumed the user of this document possesses the technical acumen to understand and properly utilize information and recommendations provided herein. G&Al strives to be clear in its presentation and, like the user, does not want potentially detrimental misinterpretation or misunderstanding of this report. Therefore, we encourage any user of this report with questions regarding its content to contact G&Al for clarification. Clarification will be provided verbally and/or issued by G&AI in the form of a report addendum, as appropriate. Report Specificity: This report was prepared to meet the specific needs of the client for the specific project identified. Recommendations contained herein should not be applied to any other project at this site by the client or anyone else without the explicit approval of G&AI. G&AI Project No. 13-0034 Page 1 2.0 FIELD INVESTIGATION Subsurface Investigation: The subsurface investigation for this project is summarized below. Boring locations are provided in Appendix B - Boring Location Diagram. Boring Surface Depth, feet bgsi Date Drilled Location Nos. Elevation Above (msl)2, (feet) 8-01 920.51 15.1 7/31/2013 Latitude: 32.724838 Longitude: -97.554410 B-02 909.53 15.0 7/31/2013 Latitude: 32.725085 Longitude: -97.552798 B-03 925.47 20.3 7/31/2013 Latitude: 32.725464 Longitude: -97.550731 B-04 929.91 24.4 7/31/2013 Latitude: 32.725394 Longitude: -97.549628 8-05 912.19 16.5 7/31/2013 Latitude: 32.725215 Longitude: -97.548497 8-06 905.49 19.6 7/31/2013 Latitude: 32.725145 Longitude: -97.547014 8-07 879.23 20.0 7/31/2013 Latitude: 32.725322 Longitude: -97.545548 B-08 895.74 15.0 7/31/2013 Latitude: 32.724802 Longitude: -97.543708 B-09 876.34 15.0 7/31/2013 Latitude: 32.724050 Longitude: -97.541991 8-10 898.54 20.0 7/31/2013 Latitude: 32.723690 Longitude: -97.540003 B-11 888.94 15.5 8/1/2013 Latitude: 32.723443 Longitude: -97.538027 8-12 884.65 20.0 8/1/2013 Latitude: 32.722069 Longitude: -97.538049 8-13 869.59 15.0 8/1/2013 Latitude: 32.721559 Longitude: -97.537301 Notes: 1. bgs = below ground surface 2. msl = mean sea level Boring Logs: Subsurface conditions were defined using the sample borings. Boring logs generated during this study are included in Appendix C - Boring Logs and Laboratory -Results. Borings were advanced between sample intervals using continuous flight auger drilling procedures. Cohesive Soil Sampling: Cohesive soil samples were generally obtained using Shelby tube samplers in general accordance with American Society for Testing and Materials (ASTM) D1587. The Shelby tube sampler consists of a thin -walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the undisturbed soils by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency using a hand penetrometer, sealed and packaged to maintain "in situ" moisture content. G&Al Project No. 13-0034 Page 2 Consistency of Cohesive Soils: The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25-inch diameter piston is pushed into the undisturbed sample at a constant rate to a depth of 0.25-inch. The results of these tests are tabulated at the respective sample depths on the boring Togs. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. Granular Soil Sampling: Granular soil samples were generally obtained using split -barrel sampling procedures in general accordance with ASTM D1586. In the split -barrel procedure, a disturbed sample is obtained in a standard 2-inch outside diameter (OD) split barrel sampling spoon driven 18-inches into the ground using a 140-pound (lb) hammer falling freely 30 inches. The number of blows for the last 12-inches of a standard 18-inch penetration is recorded as the Standard Penetration Test resistance (N-value). The N-values are recorded on the boring logs at the depth of sampling. Samples were sealed and returned to our laboratory for further examination and testing. Texas Cone Penetration (TCP): Texas Cone Penetrometer tests were used to assess the apparent in -place strength characteristics of the rock type materials. In the TCP test procedure, a 3-inch outside diameter (OD) steel cone driven by a 170-pound hammer dropped 24 inches (340 ft.-pounds of energy). The number of blows of the hammer required to provide 12 inches of penetration, or the inches of penetration of the cone measured at 100 blows of the hammer (whichever occurs first) are recorded on the field logs (reference: TxDOT, Bridge Design Manual). Rock Coring: Rock cores were generally obtained using core barrel sampling procedures in general accordance with ASTM D2113. In the core barrel procedure, a sample is obtained using a rotating hollow steel tube equipped with a coring bit. Groundwater Observations: Groundwater observations are shown on the boring logs. Borehole Plugging: Upon completion of the borings, the boreholes were backfilled from the top and plugged at the surface. 3.0 LABORATORY TESTING G&AI performs visual classification and any of a number of laboratory tests, as appropriate, to define pertinent engineering characteristics of the soils encountered. Tests are performed in general accordance with ASTM or other standards and the results included at the respective sample depths on the boring logs or separately tabulated, as appropriate, and included in Appendix C - Boring Logs and Laboratory Results. Laboratory tests and procedures routinely utilized, as appropriate, for geotechnical investigations are tabulated below. G&AI Project No. 13-0034 Page 3 Test Procedure ASTM D421 ASTM D422 ASTM D698 ASTM D1140 ASTM D1557 ASTM D1883 ASTM D2166 ASTM D2216 ASTM D2217 ASTM D2434 ASTM D2435 ASTM D2487 ASTM D2488 ASTM D2850 ASTM D2937 ASTM D4220 ASTM D4318 ASTM D4546 ASTM D4643 ASTM D4644 ASTM D4647 ASTM D4718 ASTM D4767 ASTM D4972 Manufacturer's Instructions Tex-145-E Description Standard Practice for Dry Preparation of Soil Samples for Particle -Size Analysis and Determination of Soil Constants Standard Test Method for Particle -Size Analysis of Soils Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort Standard Test Methods for Amount of Material in Soils Finer than the No. 200 (75-pm) Sieve Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort Standard Test Method for CBR (California Bearing Ratio) of Laboratory -Compacted Soils Standard Test Method for Unconfined Compressive Strength of Cohesive Soil Standard Test Method for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass Standard Practice for Wet Preparation of Soil Samples for Particle -Size Analysis and Determination of Soil Constants Standard Test Method for Permeability of Granular Soils (Constant Head) Standard Test Methods for One -Dimensional Consolidation Properties of Soils Using Incremental Loading Standard Classification of Soils for Engineering Purposes (Unified Soil Classification System) Standard Practice for Description and Identification of Soils (Visual -Manual Procedure) Standard Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soil Standard Test Method for Density of Soil in Place by the Drive -Cylinder Method Standard Practices for Preserving and Transporting Soil Samples Standard Test Methods for Liquid Limit, Plastic Limit and Plasticity Index of Soils Standard Test Methods for One -Dimensional Swell or Settlement Potential of Cohesive Soils Standard Test Method for Determination of Water (Moisture) Content of Soil by the Microwave Oven Method Standard Test Method for Slake Durability of Shales and Similar Weak Rocks Standard Test Method for Identification and Classification of Dispersive Clay Soils by the Pinhole Test Standard Practice for Correction of Unit Weight and Water Content for Soils Containing Oversize Particles Standard Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils Standard Test method for pH of Soils Soil Strength Determination Using a Torvane Determining Sulfate Content in Soils - Colorimetric Method G&AI Project No. 13-0034 Page 4 4.0 SITE CONDITIONS 4.1 General Review of Aerial Photographs: Historical aerial photographs of the site were reviewed for potential past alterations to the site which could impact geotechnical design conditions. Specifically, aerial photographs were reviewed to visually assess obvious areas of significant past fill on site. Aerial photographs were reviewed for the years 2013, 2009, 2008, 2005, 2004, 2002 and 1995. Reviewed aerial photographs are included in Appendix D - Aerial Photographs. Aerial photographs indicate the site was previously undeveloped with the exception of some gravel roads and pads located along the western and northern portion of the site. Therefore, we would expect surficial disturbance of site soils. Our review revealed no obvious areas of significant fill on -site. Due to the intermittent nature and relatively low resolution of aerial photographs, as well as our lack of detailed information regarding the past land use of the site, our review should not be interpreted as eliminating the possibility of cuts and/or fills on site which could detrimentally affect future construction. Topography: A United States Geological Survey (USGS) topographic map of the site is provided in Appendix E - USGS Topographic Map. The map indicates the site slopes to the south. In addition, there are several minor to major swales which cross the alignment of the pipeline, these also trending to the south. Site Photographs: Photographs illustrating site conditions were not included in the report. 4.2 Geology Geologic Formation: Based on available surface geology maps and our experience, it appears this site is located in the Goodland Limestone and Walnut Clay Formation near the outcrop of the Kiamichi Formation. A geologic atlas and USGS formation description are provided in Appendix G - Geologic Information. Soil within the Goodland Limestone and Walnut Clay Formation near the outcrop of the Kiamichi Formation can generally be characterized as clay, silt, sand and limestone. Geologic Faults: A geologic fault study was beyond the scope of this investigation. G&AI Project No. 13-0034 Page 5 4.3 Soil Stratigraphv: Descriptions of the various strata and their approximate depths and thickness per the Unified Soil Classification System (USCS) are provided on the boring Togs included in Appendix C - Boring Logs and Laboratory Results. Terms and symbols used in the USCS are presented in Appendix H - Unified Soil Classification System. A brief summary of the stratigraphy indicated by the borings is provided below. Generalized Subsurface Conditions Along Proposed Water Main (Borings B-01 to B-13) Nominal Depth, feet bgs (Except as Noted) Top of Bottom of Layer Layer 0 7.5 7.5 24.4 Note: General Description LEAN CLAY FAT CLAY LEAN CLAY FAT CLAY LIMESTONE Detailed Description of Soils/Materials Encountered Stiff to hard SANDY LEAN CLAY (CL) / LEAN CLAY (CL) and stiff to hard FAT CLAY (CH). EXCEPTION: B-07 and B-12 — Hard CLAYEY SAND (SC), LEAN CLAY (CL) and WEATHERED LIMESTONE. Stiff to hard SANDY LEAN CLAY (CL) / LEAN CLAY (CL), stiff to hard FAT CLAY WITH SAND (CH) / FAT CLAY (CH) and soft to hard WEATHERED LIMESTONE / LIMESTONE. Boring Termination Depth = 15.0 to 24.4 feet bgs. Swell Potential based on Atterberg Limits: Atterberg (plastic and liquid) limits were performed on 13 shallow soil samples obtained at depths between 0- and 15-feet bgs. The plasticity index of the samples was between 23 and 43 with an average of 34 indicating that the soils have a high potential for shrinking and swelling with changes in soil moisture content. G&AI Project No. 13-0034 Page 6 4.4 Groundwater Groundwater Levels: The borings were advanced using dry auger drilling techniques, which allow short term groundwater observations to be made during the drilling and sampling process. Intermittent sampling was performed to the top of the bedrock with continuous coring in the bedrock to the termination depths. Water was introduced into the borings to aid the coring operation; therefore, groundwater may have been present but not detected on some borings. Groundwater levels, when encountered in the borings during drilling for this investigation, are identified below. Generally, groundwater is at or slightly above soil/rock interface. Boring No. B-01 to B-13 Depth Groundwater Initially Encountered (feet, bgs) Not Encountered Groundwater Depth after 15 Minutes (feet, bgs) Not Encountered Long-term Groundwater Monitoring: Long-term monitoring of groundwater conditions via piezometers was not performed during this investigation and was beyond the scope of this study. Long-term monitoring can reveal groundwater levels materially different than those encountered during measurements taken while drilling the borings. Groundwater Fluctuations: Future construction activities may alter the surface and subsurface drainage characteristics of this site. It is difficult to accurately predict the magnitude of subsurface water fluctuations that might occur based upon short-term observations. The groundwater level should be expected to fluctuate throughout the years with variations in precipitation. 5.0 ANALYSIS AND RECOMMENDATIONS 5.1 Seismic Site Classification The seismic site classification is based on the 2012 International Building Code (IBC) and is a classification of the site based on the type of soils encountered at the site and their engineering properties. Per Table 20.3-1 of ASCE 7-10, the seismic site classification for this site is C. G&AI Project No. 13-0034 Page 7 5.2 Construction Excavations Applicability: Recommendations in is this section apply to short-term construction -related excavations for this project. Sloped Excavations: All sloped short-term construction excavations on -site should be designed in accordance with Occupational Safety and Health Administration (OSHA) excavation standards. Borings from this investigation indicated that the soils may be classified per OSHA regulations as Type B from the ground surface to a depth of 10-feet bgs. Short-term construction excavations may be constructed with a maximum slope of 1:1, horizontal to vertical (H:V), to a depth of 10-feet bgs. If excavations are to be deeper than 10-feet, we should be contacted to evaluate the excavation. Recommendations provided herein are not valid for any long-term or permanent slopes on -site. Shored Excavations: As an alternative to sloped excavations, vertical short-term construction excavations may be used in conjunction with trench boxes or other shoring systems. Shoring systems should be designed using an equivalent fluid weight of 65 pounds per cubic foot (pcf) above the groundwater table and 95 pcf below the groundwater table. Surcharge pressures at the ground surface due to dead and live loads should be added to the lateral earth pressures where they may occur. Lateral surcharge pressures should be assumed to act as a uniform pressure along the upper 10-feet of the excavation based on a lateral earth coefficient of 0.5. Surcharge Toads set back behind the excavation at a horizontal distance equal to or greater than the excavation depth may be ignored. We recommend that no more than 200-feet of unshored excavation should be open at any one time to prevent the possibility of failure and excessive ground movement to occur. We also recommend that unshored excavations do not remain open for a period of time longer than 24-hours. Limitations: Recommendations provided herein assume there are no nearby structures or other improvements which might be detrimentally affected by the construction excavation. Before proceeding, we should be contacted to evaluate construction excavations with the potential to affect nearby structures or other improvements. Excavation Monitoring: Excavations should be monitored to confirm site soil conditions consistent with those encountered in the borings drilled as part of this study. Discrepancies in soil conditions should be brought to the attention of G&AI for review and revision of recommendations, as appropriate. G&AI Project No. 13-0034 Page 8 ( 5.3 Groundwater Control Groundwater was not encountered during the subsurface investigation. If groundwater is encountered during excavation, dewatering to bring the groundwater below the bottom of excavations may be required. Dewatering could consist of standard sump pits and pumping procedures, which may be adequate to control seepage on a local basis during excavation. Supplemental dewatering will be required in areas where standard sump pits and pumping is not effective. Supplemental dewatering could include submersible pumps in slotted casings, well points, or eductors. The contractor should submit a groundwater control plan, prepared by a licensed engineer experienced in that type of work. 5.4 Earthwork 5.4.1 Site Preparation In the area of improvements, all concrete, trees, stumps, brush, debris, septic tanks, abandoned structures, roots; vegetation, rubbish and any other undesirable matter should be removed and properly disposed. All vegetation should be removed and the exposed surface should be scarified to an additional depth of at least 6 inches. It is the intent of these recommendations to provide a loose surface with no features that would tend to prevent uniform compaction by the equipment to be used. 5.4.2 Wet Weather/Soft Subgrade Soft and/or wet surface soils may be encountered during construction, especially following periods of wet weather. Wet or soft surface soils can present difficulties for compaction and other construction equipment. If specified compaction cannot be achieved due to soft or wet surface soils, one of the following corrective measures will be required: 1. Removal of the wet and/or soft soil and replacement with select fill, 2. Chemical treatment of the wet and/or soft soil to improve the subgrade stability, or 3. If allowed by the schedule, drying by natural means. Chemical treatment is usually the most effective way to improve soft and/or wet surface soils. G&AI should be contacted for additional recommendations if chemical treatment is planned due to wet and/or soft soils. G&AI Project No. 13-0034 Page 9 5.4.3 Fill Fill: Fill should consist of material approved by the Geotechnical Engineer with a liquid limit less than 50. Fill should be placed in loose lifts not exceeding 8-inches and should be uniformly compacted to a minimum of 95 percent maximum dry density (per ASTM D-698) and within ±2 percent of the optimum moisture content. Fill Restrictions: Fill should consist of those materials meeting the requirements stated. Fill should not contain material greater than 4-inches in any direction, debris, vegetation, waste material, environmentally contaminated material, or any other unsuitable material. Unsuitable Materials: Materials considered unsuitable for use as fill include low and high plasticity silt (ML and MH), silty clay (CL-ML), organic clay and silt (OH and OL) and highly organic soils such as peat (Pt). These soils may be used for site grading and restoration in unimproved areas as approved by the Geotechnical Engineer. Soil placed in unimproved areas should be placed in loose lifts not exceeding 10-inches and should be compacted to at least 92 percent maximum dry density (per ASTM D-698) and at a moisture content within ±4 percentage points of optimum. 5.5 Loading on Buried Structures Applicability: Recommendations in this section apply to buried structures constructed by open cut methods. Uplift: Buried structures are subjected to uplift forces caused by differential water levels adjacent to and within the structure. Soils with any appreciable silt or sand content will likely become saturated during periods of heavy rainfall and the effective static water level will be at the ground surface. For design purposes, we recommend the groundwater level be assumed at the ground surface. Resistance to uplift pressure is provided by soil skin friction and the dead weight of the structure. Skin friction should be neglected for the upper 3 feet of soil. A skin friction of 200 pounds per square foot (psf) may be used below a depth of 3 feet. Lateral Pressure: Lateral pressures on buried structures due to soil loading can be determined using an equivalent fluid weight of 95 pounds per cubic foot (pcf). This includes hydrostatic pressure but does not include surcharge loads. The lateral load produced by a surcharge may be computed as 50 percent of the vertical surcharge pressure applied as a constant pressure over the full depth of the buried structure. Surcharge loads located a horizontal distance equal to or greater than the buried structure depth may be ignored. G&AI Project No. 13-0034 Page 10 Vertical Pressure: Vertical pressures on buried structures due to soil loading can be determined using an equivalent fluid weight of 130 pcf. This does not include surcharge loads. The vertical load produced by a surcharge may be computed as 100 percent of the vertical surcharge pressure applied as a constant pressure over the full width of the buried structure. Foundations: The net increase in bearing pressure below buried junction boxes, piping and manholes is generally negligible. Provided that the structure is underlain by firm, undisturbed soil, the ground surface over and adjacent to the structure remains at about the same level prior to construction, and no additional Toad is applied to the structure, we expect post -construction settlements of buried structures to be negligible. Empty buried structures below the groundwater table will be subject to buoyant forces. Buoyant forces on buried structures will be resisted by the dead weight of the structure, effective weight of the soil above the structure, and skin friction previously described. Limitations: Recommended design pressures provided herein do not include loading due to tunnel installation, where applicable. Depending on the type of tunnel, loading on piping due to construction can far exceed stresses induced by soil and surcharge loading and may dictate piping selection. Where appropriate, loading on piping due to tunneling should be factored into the design of buried piping. 5.6 Retaining Structures Applicability: G&AI was not notified of any specific retaining structures in conjunction with this project. Recommendations provided in this section are applicable to structures 5-feet or less in height. Retaining structures in excess of 5-feet should be brought to the attention of G&AI for a more detailed assessment. It is imperative that aloha' stability be reviewed by G&Al on any retaining structure in excess of 5-feet in heiaht. Lateral Pressure: Lateral pressures on retaining structures due to soil loading can be determined using an equivalent fluid weight of 95 pounds per cubic foot (pcf). This includes hydrostatic pressure but does not include surcharge loads. This also assumes a horizontal ground surface behind the structure. The lateral load produced by a surcharge may be computed as 50 percent of the vertical surcharge pressure applied as a constant pressure over the full depth of the buried structure. Surcharge Toads set back behind the retaining structure at a horizontal distance equal to or greater than the structure height may be ignored. Lateral Resistance: Resistance to lateral loads may be provided by the soil adjacent to the structure. We recommend using an equivalent fluid weight of 100 pcf for lateral resistance. An allowable coefficient of sliding friction µ=0.3 (using a Factor of Safety, FS=2) between the retaining structure concrete footings and underlying soil may be combined with the passive lateral resistance. G&AI Project No. 13-0034 Page 11 Bearing Capacity: We recommend an allowable bearing capacity of 2,000 psf for retaining structure footings (using a Factor of Safety, FS=3), assuming a minimum embedment depth of 24-inches. 5.7 Buried Pipe Applicability: Recommendations in this section are applicable to the design of buried piping placed by open cut methods associated with this project. Pressure on Buried Pipe: Design recommendations provided in the "Loading on Buried Structures" section of this report apply to buried piping. Thrust Restraints: Resistance to lateral forces at thrust blocks will be developed by friction developed along the base of the thrust block and passive earth pressure acting on the vertical face of the block. We recommend a coefficient of base friction 11=0.3 along the base of the thrust block. Passive resistance on the vertical face of the thrust block may be calculated using the allowable passive earth pressures presented below. Thrust Restraint Passive Resistance Allowable Passive Earth Pressure by Material Type Material Allowable Passive Pressure (psf) Native Clay and Clayey Sand 2,000 Compacted Clay Fill 1,500 Limestone 3,000 Note: Passive resistance should be neglected for any portion of the thrust block within 3 feet of the final site grade. The allowable passive resistance for native clays and limestone are based on the thrust block bearing directly against vertical, undisturbed cuts in these materials. Bedding and Backlit': Pipe bedding and pipe -zone backfill for the water piping should be in accordance with City of Fort Worth standard specifications. The pipe -zone consists of all materials surrounding the pipe in the trench from six (6) inches below the pipe to 12 inches above the pipe. Trench Backfill: Excavated site soils will be utilized to backfill the trenches above the pipe -zone. Backfilled soil should be placed in loose lifts not exceeding 8-inches and should be compacted to at least 95 percent maximum dry density (per ASTM D-698) and at a moisture content between optimum and 4 percent above optimum moisture content. G&Al Project No. 13-0034 Page 12 Trench Settlement: Settlement of backfill should be anticipated. Even for properly compacted backfill, fills in excess of 8 to 10 feet thickness or depth are still subject to settlements over time of about 1 to 2 percent of the total fill thickness. This level of settlement can be significant for fills beneath streets. Therefore, close coordination and monitoring should be performed to reduce the potential for future movement. Testing: Field compaction tests should be made by G&Al. Compaction tests should be performed in each lift of the compacted material. We recommend the following minimum soil compaction testing be performed: one test per lift per 100 linear feet of backfill. If the materials fail to meet the density or moisture content specified, the course should be reworked as necessary to obtain the specified compaction. 6.0 GENERAL COMMENTS Data Assumptions: By necessity, geotechnical engineering design recommendations are based on a limited amount of information about subsurface conditions. In the analysis, the geotechnical engineer must assume subsurface conditions are similar to those encountered in the borings. The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of the field investigation and on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. Subsurface Anomalies: Anomalies in subsurface conditions are often revealed during construction. If during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can review these conditions and reconsider our recommendations where necessary. Change of Conditions: If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we should be promptly informed and retained to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Design Review: G&AI, Inc. should be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork and foundations as a means to determine whether the plans and specifications are consistent with the recommendations contained in this report. G&AI Project No. 13-0034 Page 13 Construction Materials Testing and Inspection: G&AI should be retained to observe earthwork and foundation installation and perform materials evaluation and testing during the construction phase of the project. This enables G&Al's geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer (G&AI) at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. Report Recommendations are Preliminary: Until the recommended construction phase services are performed by G&Al, the recommendations contained in this report on such items as final foundation bearing elevations, final depth of undercut of expansive soils for non -expansive earth fill pads and other such subsurface -related recommendations should be considered as preliminary. Liability Limitation: G&Al cannot assume responsibility or liability for recommendations provided in this report if construction inspection and/or testing recommended herein is performed by another party. Warranty: This report has been prepared for the exclusive use of the Client and their designated agents for specific application to design of this project. We have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. G&AI Project No. 13-0034 Page 14 Appendix A - Project Location Diagrams ro- ► . iren:E! Project No. 13-0034 PROJECT LOCATION DIAGRAM - LOCAL Westside III & IV 16-inch Water Main, Phase I O * "r � T. t t I. -Ie ea rt -,,i' _ Appendix B - Boring Location Diagram 111j,141�I '( I Project No. 13-0034 BORING LOCATION DIAGRAM -03= 20.3;112 8-04 024 4 0 B 05 16:ft B-07 =� 0.0 ft. G1 8-08=151.0ft.0 (11 iffAq B-09 g5 DFtt B-10i74 20.D ft 21 6-11 = 15.5'ft.© L'271-47.wg« Westside III & IV 16-inch Water Main, Phase I _ 3t1,3, ",15:+0'ft fi 97137'44.24• ll.i=v Appendix C - Boring Logs and Laboratory Results Gorrondona and Associates 11710 North Freeway, Suite 700, Houston, TX 77060 7524 Jack Newell Blvd. S., Fort Worth, TX 76118 Telephone: HOU 281-469-3347; FW 817-496-1424 Fax: HOU 281-469-3594; FW 817-496-1768 CLIENT Dunaway Associates LP PROJECT NUMBER 13-0034 DATE STARTED 7/31/13 COMPLETED 7/31/13 CONTRACTOR StrataBore METHOD Auger 0 to 9 feet, Rock Coring from 9 to 15 feet LOGGED BY JB CHECKED BY LG NOTES Latitude: 32.724838, Longitude: -97.554410 MATERIAL DESCRIPTION 0.0 LEAN CLAY (CL) - Stiff to hard, gray and tan, with calcareous nodules. With sand seams and shaley below 6 feet. _ • 7.5 1, WEATHERED LIMESTONE - Hard, gray and - -- (I light brown, with shaley clay seams. ' • I LIMESTONE - Very hard, gray. w 3 10.0 ) I 2 I Z- -' I > w II 5.0 Bottom of hole at 15.1 feet. BORING NUMBER B-01 PAGE 1 OF 1 PROJECT NAME Westside III & IV 16-inch Water Main, Phase I PROJECT LOCATION Fort Worth, Texas GROUND ELEVATION 920.51 ft HOLE SIZE GROUND WATER LEVELS: INITIALLY ENCOUNTERED Not Encountered AFTER 15 MIN. Not Encountered AFTER --- w >N Z AT-ERBERG w w >- �UDw n- Z u/ � CD Ho:1JMITS , n- w0 t-C• QU) c N CP.Zwp3U >rnn fl�Ew E- UI- UJ2 m a.D I-0IY m0> `o- c U F QZ W Uz O0 OH Uin 0 E >- 00 0 5 U9 ST ST 1.5 25 3.25 16 ST 4.5+ 1.7 108 17 50(4.25") 48(7.75") ST SS RC -11tP 50(0.25") 50(0.25') 87 (43) 4.5+ 21 49 14 35 94 38-50/5" 9 31.9 134 12 Gorrondona and Associates 11710 North Freeway, Suite 700, Houston, TX 77060 7524 Jack Newell Blvd. S., Fort Worth, TX 76118 Telephone: HOU 281-469-3347; FW 817-496-1424 Fax: HOU 281-469-3594; FW 817-496-1768 CLIENT Dunaway Associates LP PROJECT NUMBER 13-0034 DATE STARTED 7/31/13 CONTRACTOR StrataBore METHOD Continuous Flight Auger LOGGED BY DL COMPLETED 7/31/13 CHECKED BY LG NOTES Latitude: 32,725085, Longitude: -97.552798 2 W 0 0.0 0 SO o-O a MATERIAL DESCRIPTION LEAN CLAY WITH SAND (CL) - Stiff to hard, brown and gray, with calcareous nodules and gravel. With sand seams below 8 feet. Shaley below 13 feet. BORING NUMBER B-02 PAGE 1 OF 1 PROJECT NAME Westside III & IV 16-inch Water Main, Phase I PROJECT LOCATION Fort Worth, Texas GROUND ELEVATION 909.53 ft HOLE SIZE GROUND WATER LEVELS: INITIALLY ENCOUNTERED Not Encountered AFTER 15 MIN. Not Encountered AFTER --- w a� - O� z 0 VTcP 42(6 ) 23(6") SS W 0Z moz 13-18-24 (42) 15-7-10 (17) mQ 'E 0) c � O ` a_ w� a �E- y- O z o 2O 4.5+ 12 ATTERBERG LIMITS 0F_ 0 - � J U PF a 4.0 17 3.5 14 46 17 29 74 4.5+ 13.1 118 18 13 29 Bottom of hole at 15.0 feet. Gorrondona and Associates 11710 North Freeway, Suite 700, Houston, TX 77060 7524 Jack Newell Blvd. S., Fort Worth, TX 76118 Telephone: HOU 281-469-3347; FW 817-496-1424 0° Fax: HOU 281-469-3594; FW 817-496-1768 CLIENT Dunaway Associates LP PROJECT NUMBER 13-0034 DATE STARTED 7/31/13 CONTRACTOR StrataBore METHOD Continuous Flight Auger LOGGED BY DL COMPLETED 7/31/13 CHECKED BY LG NOTES Latitude: 32,725464, Longitude: -97.550731 0 $ a0 w C9 o . 20 I TCP TEMF MATERIAL DESCRIPTION LEAN CLAY WITH SAND (CL) - Stiff to hard, brown and gray, with calcareous nodules. FAT CLAY WITH SAND (CH) - Stiff to hard, brown, shaley, with calcareous nodules. WEATHERED LIMESTONE - Hard, gray and tan, with calcareous clay seams. Bottom of hole at 20.3 feet. w W CO a. Qz m ST ST ST SS BORING NUMBER B-03 PAGE 1 OF 1 PROJECT NAME Westside III & IV 16-inch Water Main, Phase I PROJECT LOCATION Fort Worth, Texas GROUND ELEVATION 925.47 ft HOLE SIZE GROUND WATER LEVELS: INITIALLY ENCOUNTERED Not Encountered AFTER 15 MIN. Not Encountered AFTER --- 0 O 1- \Z1TCP 50(0.75") 50(2.25")1 wo OCZ 0 w K W -1 m0Z 15-12-15 (27) 8-8-9 (17) W w > rnfl w C a.c rn o U O(0 a 4.5 4.5 4.5+ 5.1 Z � a OL 0 16 10 115 15 15 20 AT ERBERG JMITE' U0 i—p OZ a 4.5+ 2.8 112 19 62 21 41 82 22 Gorrondona and Associates 11710 North Freeway, Suite 700, Houston, TX 77060 7524 Jack Newell Blvd. S., Fort Worth, TX 76118 Telephone: HOU 281-469-3347; FW 817-496-1424 Fax HOU 281-469-3594; FW 817-496-1768 i,LIENT Dunaway Associates LP PROJECT NUMBER 13-0034 DATE STARTED 7/31/13 COMPLETED 7/31/13 CONTRACTOR StrataBore METHOD Continuous Flight Auger LOGGED BY JB CHECKED BY LG NOTES Latitude: 32.725394, Longitude: -97.549628 0 a MATERIAL DESCRIPTION LEAN CLAY (CL) - Stiff to hard, brown and tan, with gravel and calcareous nodules. With sand seams below 6 feet. WEATHERED LIMESTONE - Soft to hard, light brown and gray, with clay seams. Bottom of hole at 24.4 feet. BORING NUMBER B-04 PAGE 1 OF 1 PROJECT NAME Westside III & IV 16-inch Water Main, Phase I PROJECT LOCATION Fort Worth, Texas GROUND ELEVATION 929.91 ft HOLE SIZE GROUND WATER LEVELS: INITIALLY ENCOUNTERED Not Encountered AFTER 15 MIN. Not Encountered AFTER --- w ATTERBERG i— w W > N w o LIMITS w w 0^ IOW o Z u,� ° o wco a W COW f-C• QC. `.z 'c L. �Z F z- ^ �2 U >O ��a w > Qrn 5 z 0 �w _Of' H1_ U0 Ovo a - O� > " 0 c n {- D— Q Qz W m0z O 0 Ucq 22 O m ,. oO a_ 1_ coo w ca a o 0 a g— z a 6 ST 4.5+ 10 ST 4.5+ 13 SS 6-6-10 19 (16) 6-SS 13) 15 47 14 33 85 IFT 2.25 Fr 4.5+ 3.2 119 14 VTCP 50(4.75") 50(7.25") QTCP 50(1.5") 50(2.5") i Gorrondona and Associates 11710 North Freeway, Suite 700, Houston, TX 77060 7524 Jack Newell Blvd. S., Fort Worth, TX 76118 Telephone: HOU 281-469-3347; FW 817-496-1424 Fax: HOU 281-469-3594; FW 817-496-1768 .:LIENT Dunaway Associates LP PROJECT NUMBER 13-0034 DATE STARTED 7/31/13 CONTRACTOR StrataBore METHOD Continuous Flight Auger LOGGED BY DL COMPLETED 7/31/13 CHECKED BY LG NOTES Latitude: 32.725215, Longitude: -97.548497 2.5 50 MATERIAL DESCRIPTION FAT CLAY (CH) - Hard, dark brown and gray, with calcareous nodules. Shaley, with sand seams below 8 feet. BORING NUMBER B-05 PAGE 1 OF 1 PROJECT NAME Westside III & IV 16-inch Water Main, Phase I PROJECT LOCATION Fort Worth, Texas GROUND ELEVATION 912.19 ft HOLE SIZE GROUND WATER LEVELS: INITIALLY ENCOUNTERED Not Encountered AFTER 15 MIN. Not Encountered AFTER --- ATTERBERG t-- }a} o z m� .N W o LIMITS z W >^ HD W W u)uC' rF._ } Z OHCY Zaac a n� ~ ~~UW0 ej m0> z WOZ OO 82 0�(/- Q�U� r O g_ �AZ W n aaoo a. — z d ii ST 4.5+ 18 ST 4.5+ 14 ST 4.5+ SS IFT TCP 40(6 ) 36(6") 12-48-24 (72) 12 52 17 35 93 11-50/5" 22 4.5+ Bottom of hole at 16.5 feet. Gorrondona and Associates 11710 North Freeway, Suite 700, Houston, TX 77060 7524 Jack Newell Blvd. S., Fort Worth, TX 76118 Telephone: HOU 281-469-3347; FW 817-496-1424 Fax: HOU 281-469-3594; FW 817-496-1768 .;LIENT Dunaway Associates LP PROJECT NUMBER 13-0034 DATE STARTED 7/31/13 COMPLETED 7/31/13 CONTRACTOR StrataBore METHOD Continuous Flight Auger LOGGED BY DL CHECKED BY LG NOTES Latitude: 32.725145, Longitude: -97.547014 w 0 0 S Ur o- � MATERIAL DESCRIPTION SANDY LEAN CLAY (CL) - Stiff to hard, brown and gray, with calcareous nodules. Shaley, with sand seams below 6 feet. WEATHERED LIMESTONE - Hard, gray and tan, with clay seams. BORING NUMBER B-06 PAGE 1 OF 1 PROJECT NAME Westside III & IV 16-inch Water Main, Phase I PROJECT LOCATION Fort Worth, Texas GROUND ELEVATION 905.49 ft HOLE SIZE GROUND WATER LEVELS: INITIALLY ENCOUNTERED Not Encountered AFTER 15 MIN. Not Encountered AFTER --- ATTERBERG i— aw o z a� w o LIMITS �-DJ LLI >- w DJ 0_ W8 �ZJ �� Qaim 'c N � O~0 „ Z n- U o- a Ff. ST 2.0 16 ST 4.5+ 12 49 17 32 63 ST 4.5+ 18 SS 28-19-17 16 (36) ST ST Bottom of hole at 19.6 feet. —1TCP, 50(0.5") 50(0.25") 4.5 1.5 118 16 4.5+ 1.8 109 19 ( Gorrondona and Associates 11710 North Freeway, Suite 700, Houston, TX 77060 7524 Jack Newell Blvd. S., Fort Worth, TX 76118 Telephone: HOU 281-469-3347; FW 817-496-1424 Fax: HOU 281-469-3594; FW 817-496-1768 %.LIENT BORING NUMBER B-07 PAGE 1 OF 1 PROJECT NAME Westside III & IV 16-inch Water Main. Phase I PROJECT NUMBER 13-0034 PROJECT LOCATION Fort Worth, Texas DATE STARTED 7/31/13 COMPLETED 7/31/13 GROUND ELEVATION 879.23 ft HOLE SIZE CONTRACTOR StrataBore GROUND WATER LEVELS: METHOD Auger 0 to 14 feet. Rock Coring from 14 to 20 feet INITIALLY ENCOUNTERED Not Encountered LOGGED BY DL CHECKED BY LG AFTER 15 MIN. Not Encountered NOTES Latitude: 32.725322, Longitude: -97.545548 AFTER --- 0 5 C5 Dunaway Associates LP MATERIAL DESCRIPTION CLAYEY SAND (SC) - Hard, brown, with calcareous nodules. 50/5" Z o CY 0 ATTERBERG 1- W o LIMITS w U) W - f_ 1- 1_- O 0 :' ~ D aa� �O 0) O JJ D11- aaZ z O a- J a l WEATHERED LIMESTONE - Soft to hard, gray SS 11-50/2" 6 and tan, with calcareous clay seams and sand seams. 3i1TCP, 50(0.5") 50(0.25") M 1 - I I 1- 1 SS g I 0 II 10 11 a 1 H '_ II 0 c� Z 2 12 I I LIMESTONE - Hard, gray. = I1 z - I1 1 \/ITCP 50(3.25") 1150(1.25"), G 15 1 l w 3 1 M 1 - RC � 1 1 W (/) w F 1- a 20 92 (37) 50/5" 8 85.4 171 4 37 14 23 30 Bottom of hole at 20.0 feet, Gorrondona and Associates 11710 North Freeway, Suite 700, Houston, TX 77060 7524 Jack Newell Blvd, S., Fort Worth, TX 76118 Telephone: HOU 281-469-3347; FW 817-496-1424 Fax: HOU 281-469-3594; FW 817-496-1768 CLIENT Dunaway Associates LP PROJECT NUMBER 13-0034 DATE STARTED 7/31/13 CONTRACTOR StrataBore METHOD Continuous Flight Auger LOGGED BY DL COMPLETED 7/31/13 CHECKED BY LG NOTES Latitude: 32.724802, Longitude: -97.543708 W O 0.0 2.5 5.0 0 S Ur 0. go U' MATERIAL DESCRIPTION FAT CLAY (CH) - Stiff to hard, olive and brown, with calcareous nodules. 0 gShaley below 6 feet. a. 0 7.5 a. BORING NUMBER B-08 PAGE 1 OF 1 PROJECT NAME Westside III & IV 16-inch Water Main, Phase I PROJECT LOCATION Fort Worth, Texas GROUND ELEVATION 895.74 ft HOLE SIZE GROUND WATER LEVELS: INITIALLY ENCOUNTERED Not Encountered AFTER 15 MIN. Not Encountered AFTER --- w ' Z m� >azv 0 aoCKoYNQ c_� m o cic Qz w UZ 0 0 Ucn v7 w a ST ST ST SS SS With hard marl layers and sand seams below 10 ''(TCP, 50(0.75") feet. 150(0.5") 12-18-13 (31) 5-8-13 (21) 0 0 ATTERBERG 1-- w o LIMITS w �W0� F� UW 00 rn f- 0� (n�1-0 (n 20 5-- _ �z w - c u 2.0 21 4.5+ 8.4 114 14 4.5+ 15 24 19 54 15 39 86 SS 8-37-19 23 (56) Bottom of hole at 15.0 feet. CLIENT Gorrondona and Associates 11710 North Freeway, Suite 700, Houston, TX 77060 7524 Jack Newell Blvd. S., Fort Worth, TX 76118 Telephone: HOU 281-469-3347; FW 817-496-1424 Fax: HOU 281-469-3594; FW 817-496-1768 Dunaway Associates LP PROJECT NUMBER 13-0034 DATE STARTED 7/31/13 CONTRACTOR StrataBore METHOD Continuous Flight Auger LOGGED BY DL COMPLETED 7/31/13 CHECKED BY LG NOTES Latitude: 32.724050. Longitude: -97.541991 w 0 0.0 2.5 5.0 0 I 0 go 0 z 10.0 >_ w- cn - LL MATERIAL DESCRIPTION LEAN CLAY (CL) - Very stiff to hard, brown, with calcareous nodules. WEATHERED LIMESTONE - Hard, gray and tan, with sand and clay seams. LIMESTONE - Hard, gray. ST ST ST SS SS, RC BORING NUMBER B-09 PAGE 1 OF 1 PROJECT NAME Westside III & IV 16-inch Water Main. Phase I PROJECT LOCATION Fort Worth, Texas GROUND ELEVATION 876.34 ft HOLE SIZE GROUND WATER LEVELS: INITIALLY ENCOUNTERED Not Encountered AFTER 15 MIN. Not Encountered AFTER --- a. H 80 (75) 14-50/5" 50/3" z w w a z w N > N U — 0 O I- 0 4.0 4.5+ 14.1 4.5+ 0) 0. 'E c o 0, 0 z� 0 a- ›- 0 ATTERBERG LIMITS E— ❑ z a 18 112 16 14 9 41 14 27 88 6 Bottom of hole at 15.0 feet. Gorrondona and Associates 11710 North Freeway, Suite 700, Houston, TX 77060 7524 Jack Newell Blvd. S., Fort Worth, TX 76118 Telephone: HOU 281-469-3347; FW 817-496-1424 Fax: HOU 281-469-3594; FW 817-496-1768 CLIENT Dunaway Associates LP PROJECT NUMBER 13-0034 DATE STARTED 7/31/13 COMPLETED 7/31/13 CONTRACTOR StrataBore METHOD Continuous Flight Auger LOGGED BY DL CHECKED BY LG NOTES Latitude: 32.723690, Longitude: -97.540003 W 0 U = U' o-O 0 5 LL w F- a U F MATERIAL DESCRIPTION LEAN CLAY WITH SAND (CL) - Hard, brown and gray, with calcareous nodules. FAT CLAY (CH) - Very stiff, gray and brown, shaley. With weathered limestone layers below 12 feet. Bottom of hole at 20.0 feet. BORING NUMBER B-10 PAGE 1 OF 1 PROJECT NAME Westside III & IV 16-inch Water Main, Phase I PROJECT LOCATION Fort Worth, Texas GROUND ELEVATION 898.54 ft HOLE SIZE GROUND WATER LEVELS: INITIALLY ENCOUNTERED Not Encountered AFTER 15 MIN. Not Encountered AFTER --- ATTERBERG i— }a o z �� N Wo LIMITSy} w 1-W o W� �H� . Z _� F �F t- Z Wm OZ< F- > w m-c 'E 2 Z chi i Z 0 U X Oa J� tom- O --�_> Y." fy" fl.m N fl. (n� �~ E-� UW U�- Z 0 000Z 0 0 o U m 0O Cc_ �� �� W u) W a U (q p_, U J 0- d- IT ST 12 ST 4.5+ 5.0 110 18 ST 4.5+ 10 ST 4.5+ 3.4 118 16 'IMP, 50(1.25") 50(1.5') i 22-13-19 (32) 11-13-19 (32) 15 17 51 16 35 92 CLIENT Gorrondona and Associates 11710 North Freeway, Suite 700, Houston, TX 77060 7524 Jack Newell Blvd. S., Fort Worth, TX 76118 Telephone: HOU 281-469-3347; FW 817-496-1424 Fax: HOU 281-469-3594; FW 817-496-1768 BORING NUMBER B-11 PAGE I OF 1 PROJECT NAME Westside III & IV 16-inch Water Main, Phase I PROJECT NUMBER 13-0034 PROJECT LOCATION Fort Worth, Texas DATE STARTED 8/1/13 COMPLETED 8/1/13 GROUND ELEVATION 888.94 ft HOLE SIZE CONTRACTOR StrataBore GROUND WATER LEVELS: METHOD Auger 0 to 10 feet, Rock Coring from 10 to 15 feet INITIALLY ENCOUNTERED Not Encountered LOGGED BY EW CHECKED BY LG AFTER 15 MIN. Not Encountered NOTES Latitude: 32.723443, Longitude: -97.538027 AFTER --- Dunaway Associates LP • U w CI J MATERIAL DESCRIPTION O U 0.0 SANDY LEAN CLAY (CL) / LEAN CLAY (CL) - Very stiff to hard, gray and brown, shaley, with gravel. 2.5 5.0 m rn 0 C9 ui - 7.5 a 0 2 r 6 10.0 x z- 06 w w - 12.5 M - O O M 0 w fA - 50 1- a WEATHERED LIMESTONE - Soft to hard, gray and tan. Bottom of hole at 15.5 feet. ATTERBERG °}}- W > N N w LIMITS W �^ cow Z N� �a fit- wm - w❑ co�zJ F-c• ac• 2.E 'Ea) �c• Dz _U I= d= H >O� m0> Yw` n� E w O a col_ 5L= HI- Uw Qz w mOz O 0 Uiq U 2 20O g g u~jzo cn o! a n- o U a. a— ST 5 SS 24-20-18 11 (38) SS 10(930j47 14 47 15 32 88 IS; 3.0 119 14 VTCP 50(4„) 50(2 ) CP 50(4 50(1.25") , Gorrondona and Associates 11710 North Freeway, Suite 700, Houston, TX 77060 7524 Jack Newell Blvd. S., Fort Worth, TX 76118 Telephone: HOU 281-469-3347; FW 817-496-1424 Fax: HOU 281-469-3594; FW 817-496-1768 CLIENT Dunaway Associates LP PROJECT NUMBER 13-0034 DATE STARTED 8/1/13 COMPLETED 8/1/13 CONTRACTOR StrataBore METHOD Continuous Flight Auger BORING NUMBER B-12 PAGE 1 OF 1 PROJECT NAME Westside III & IV 16-inch Water Main, Phase I PROJECT LOCATION Fort Worth, Texas GROUND ELEVATION 884.65 ft HOLE SIZE GROUND WATER LEVELS: INITIALLY ENCOUNTERED Not Encountered LOGGED BY EW CHECKED BY LG AFTER 15 MIN. Not Encountered NOTES Latitude: 32.722069, Longitude: -97.538049 AFTER --- 0 j 5 0- uJ w U MATERIAL DESCRIPTION LEAN CLAY (CL) - Hard, gray, with weathered limestone seams. WEATHERED LIMESTONE - Soft to hard, gray and tan, with shaley clay layers. Bottom of hole at 20.0 feet. ATTERBERG F- " 0. CL LIMITS wo-w}} Jw ��z oDUWm F Q� � c m -�=Z �' �~_ O uHo-I-- O(Y m0> — � Z W UZ 0OU oz � p 0 -U n000w 28 �� g� g�Z zw o' o- a ST 4.5+ 7 SS 14-15-18 6 (33) IFT 6 SS 50/6" 7 SS SS \TCP, 50(0.25") 50(0.50")j' 4-5-7 (12) 25 61 18 43 88 50/5" 13 Gorrondona and Associates 11710 North Freeway, Suite 700, Houston, TX 77060 7524 Jack Newell Blvd. S., Fort Worth, TX 76118 Telephone: HOU 281-469-3347; FW 817-496-1424 Fax: HOU 281-469-3594; FW 817-496-1768 CLIENT Dunaway Associates LP PROJECT NUMBER 13-0034 DATE STARTED 8/1/13 COMPLETED 8/1/13 CONTRACTOR StrataBore METHOD Continuous Flight Auger LOGGED BY EW CHECKED BY LG NOTES Latitude: 32.721559, Longitude: -97.537301 U o~_ d0 w g-J 0.0 2.5 5.0 M m_ F- O ui - H O 7.5 a. U H _ CO z • 10.0 A >_ w- 0 ( w w • 12.5 0 w co - (7 MATERIAL DESCRIPTION //// LEAN CLAY (CL) - Brown and gray, with uJ F 1- 15.0 calcareous nodules. Shaley below 8 feet. BORING NUMBER B-13 PAGE 1 OF 1 PROJECT NAME Westside III & IV 16-inch Water Main, Phase I PROJECT LOCATION Fort Worth, Texas GROUND ELEVATION 869.59 ft HOLE SIZE GROUND WATER LEVELS: INITIALLY ENCOUNTERED Not Encountered AFTER 15 MIN. Not Encountered AFTER --- LIMESTONE - Very hard, gray. (tCP, 50(0.75") 50(0.5") "(TCP, 50(0.5") 50(0.5") W OzQ m0Z ATTERBERG i— w w > N w LIMITS w a z 'mom �'8 a1 z F-c, Qc 2� 'c F—C• =z U z' () pv E m o q > n Oz D� W 10 Oho p F o,-. U gp aJ �J �z W a v"' o o O' a g— z a 4.0 19 3.2 107 21 4.5+ 12 14-50/2" 11 45 13 32 86 Bottom of hole at 15.0 feet. Appendix D - Aerial Photographs Project No. 13-0034 AER]A[.. PHOTOGRAPH - 2C13 - I : Br h 3nagcry Date:4r.10/2ni.3.,�-3."-H'3G..-yc ;3Tdn- .w .,,, Ili r' vyr- di- n; �_. n Westside III & IV 16-inch Water Main, Phase I Project No. 13-0034 AERIAL PHOTOGRAPH - 2009 Igb'mpi�Pnp'o Westside HI & IV 16-inch Water Main, Phase I Project No. 13-0034 AER A L P OTOGR" P)H - 2000 Imagery fiat, 3,e31/3008J Westside III & IV 16-inch Water Main, Phase I I _e� 7nagery Dates: 6r,Z%/22 RIM_ PH STOGRAPH - i ro - ► WIISIi ! AERIAL PHOTOGRAPH - 2004 L'nagery Dnte: 1?Af V�r �3?ti- ioY 4 0 -3?'40 09 W At?'v-. Bn) tt Project No. 13-0034 Westside III & IV 16-inch Water Main, Phase I Project No. 13-0034 AERIAL PHOTOGRAPH - 2002 Westside III & IV 16-inch Water Main, Phase I AERIAL PHOTOGRAPH - 1995 13-0034 v 0 ; Inagery DaY_: 1, to/7oo51. 32-'43'36.34" JJ 47,32•.0.09' W •'av 1,11 tt Project No. 13-0034 Westside III & IV 16-inch Water Main, Phase I Appendix E - USGS Topographic Map j I • ",„ \ - _ ; I I • r '1,, ;1 ( USGS TOPOGRAPHIC MAP IN , , tliiftgricmapdvtlicKli , `'N.------- "-----, •..., .1 : L . / C. --I ' - _-__.• . ''-/ -';7:1-;;--;.1 . ,,..... ....,. .... \ 1:.;,;'t ( •••,....-- .7 .11 if./ '4. ._...., \ i„..\ ..--"),. 1 /..-7' L-2,-\---•.-4-. f ..,--. 1\‘,. - \ ..-' jec."......,:: So..‘ t.V.P1 'N ''1 ' a 'k 1 „ --- ,i)'N... A %, ) — ----, - 1... • , •, ---, .) ',;•,01 i ' --...—:'• :.• ri e /•.: ; 4,. f I N`-‘‘‘—. - si r / -..,k - ..... - I ---7'. . .---- 're i i . 1 4 1:". ,,, ff,,, , ,.. •.,o , \‘' ' ' ,/,'"ThN'''', .1 't. 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A v• r-.<‘...,1 \ /1. ,, .% 't \ \ \ \ 1.s.‘\ S\ LSJV,,....i li 1 ( ) \ I ,_; I 00........) -‘1 ic.L., \ ' '', :..: ‘,-,\...;•;:ris\ \ \ , „,... _...... -... ,, ,....) , S 1 Z., k•• \ %. li 1 I skt ..,,, .. •‘ i ,....- 2 5 ; " ' 1 .• I kl i i I , • i , \ ." ! 1 1 t 1 i \ - I , 1 -% '-,,_ N, i , iri 11 \ , . ..,..,/ ------ .-) 1 , I % / ; I .s. y N. % \ • i -N "--,N, i ''`... ..., ".. 1,, 1. \ .,,,.... ..' N ''., 11 1 0:s-') \ \ \ ) / ''''s ''' \ f ) , `.."- 1, " IL_ \ \ .• % • • . -...... — .7, ........ ..r, \, ....... —r 1" ''N't:',....--e.-7,7. .7-777. --- 7-7— ,.. . , \ _..... •... \ --.. 7 ti ;_.•,_.4 ,,,, ..., 0.1„,_\ i_•.vv.....::Zr44c ‘‘ 14. ,. ti_4ri 1., \ ‘..1%,.----11-7. .._..-,!.:',,':; \._,.2-444, L :2-rf;in. - -1471:-:ffA'MN-------,7 .45--:il. - . — -,1,&'et".Nitil':- .i.-:- -:-T '7f-:'-:- • 1 IA '-dogaiii.. I-- .." '--- - ••••— •.. --.--- pl11.11111.1r..-- ---11111111NINERAN MN. . ' _... .---....--,, . -...0'."."' .,• '"-- / -' r --,-, ,t.,.,_.T.,„....., .._ i -. — g --2-------- rtf ,—...- ,---- -• -- i : .. it ,, ''••• C, ...,' Project No. 13-0034 Westside III & IV 16-inch Water Main, Phase 1 Appendix F - Site Photographs — Not Included ( Appendix G - Geologic Information GEOLOGIC ATLAS tWe1,7ragz E. x UTF e. rth n oog O a c rJ G Date-4101i0 3 7043'74.-,6“ p ?"L'si.-!G' D/ .,.,•. ,t108 k 1,.,. a l: '0 n) tt Project No. 13-0034 Westside III & IV 16-inch Water Main, Phase I rErij i #07"-‘61 science for a changing world Mineral Resources On -Line Spatial Data Mineral Resources > Online Spatial Data > Geology > by state > Texas Goodland Limestone and Walnut Clay, undivided Goodland Limestone and Walnut Clay, undivided State Texas Name Goodland Limestone and Walnut Clay, undivided Geologic age Original map label Comments Primary rock type Secondary rock type Other rock types Lithologic constituents Phanerozoic I Mesozoic I Cretaceous -Early [Comanchean] Kgw Goodland Limestone intergradational laterally with Comanche Peak Ls. and differs from it chifly in that the Goodland is more coarsely nodular, contains fewer and thinner clay beds, and massive resistant Is. beds are more numerous; upper 5 ft massive, bioclast-packed aphanitic Is and Is. compose of oolites in sparry calcite; thickness 90 +- ft. Walnut Clay clay and limestone about equally abdt. Limest. aphanitic, in part bioclastic. Clay fossilif., calcar., olive brown, weathers yell-brn. Thickness 30+-ft. limestone clay or mud Major Sedimentary > Carbonate > Limestone (Bed) Minor Sedimentary > Clastic > Mudstone > Claystone (Bed) Map references Bureau of Economic Geology, 1992, Geologic Map of Texas: University of Texas at Austin, Virgil E. Barnes, project supervisor, Hartmann, B.M. and Scranton, D.F., cartography, scale 1:500,000 Unit references Bureau of Economic Geology, 1972, Dallas sheet, Geologic Atlas of Texas, Bureau of Economic Geology, University of Texas at Austin, scale 1:250,000. Geographic coverage Cooke - Denton - Grayson - Johnson - Montague - Parker - Tarrant - Wise Show this information as [XML] U.S. Department of the Interior U.S. Geological Survey URL: http://mrdata.usgs.gov/geology/state/sgmc-unit.php?unit=TXKgw;O Page Contact Information: Peter Schweitzer u u u cience for a changing world Mineral Resources On -Line Spatial Data Mineral Resources > Online Spatial Data > Geology > by state > Texas Kiamichi Formation Kiamichi Formation State Texas Name Kiamichi Formation Geologic age Phanerozoic I Mesozoic I Cretaceous -Early [Comanchean] Original map label Kki Comments Kiamichi--clay and limestone in alternating units 0.1-5 ft thick; some sandstone. Clay, calcareous, olive brown, about 2/3 of formation. Limestone, mostly aphanitic and bioclastic, fetid, nodular -weathering. Sandstone fine- grained, mod.well sorted, calcareous, burrowed, beds 0.1-0.2 ft thick. Marine fossils are Gryphaea, some Pecten in sandstone. Thickness of Kiamichi Fm 20-50 ft thins southward in Dallas Sheet (1972). Primary rock type clay or mud Secondary rock type Other rock types Lithologic constituents limestone sandstone Major Unconsolidated > Fine -detrital > Clay (Bed) Minor Sedimentary > Clastic > Sandstone (Bed) Sedimentary > Carbonate > Limestone (Bed) Map references Bureau of Economic Geology, 1992, Geologic Map of Texas: University of Texas at Austin, Virgil E. Barnes, project supervisor, Hartmann, B.M. and Scranton, D.F., cartography, scale 1:500,000 Unit references Bureau of Economic Geology, 1972, Dallas sheet, Geologic Atlas of Texas, Bureau of Economic Geology, University of Texas at Austin, scale 1:250,000. Bureau of Economic Geology, 1967, Sherman Sheet, Geologic Atlas of Texas: University of Texas at Austin, Bureau of Economic Geology, scale 1:250,000. Bureau of Economic Geology, 1983, Lubbock Sheet, Geologic Atlas of Texas: University of Texas at Austin, Bureau of Economic Geology, scale 1:250,000. Freeman, V.L., 1964, Geologic map of the Indian Wells quadrangle, Terrell and Brewster Counties, Texas: U.S. Geological Survey Miscellaneous Investigations Series Map I-395. [http://pubs.er.usgs.gov/publication/i395] Geographic coverage Bailey - Cooke - Denton - Grayson - Hood - Johnson - Lamb - Lynn - Montague - Parker - Tarrant - Wise Show this information as [XML] U.S. Department of the Interior I U.S. Geological Survey URL: http://mrdata.usgs.gov/geology/state/sgmc-unit.php?unit=TXKki;0 Page Contact Information: Peter Schweitzer Appendix H - Unified Soil Classification System SIDS AND CLAYS 1rdtniii 1.ms hal fd.r& SILIS ARO CLAYS Lcvacl !kW 641Y4- cr weiSor HIGHLY ORGAMC SOILS UNIFIED SOIL CLASSIFICATION SYSTEM UNIFIED SOL CLASSIFICATION AND SYMBOL CHART CISGRANEDSC..t.S ;mom run t:{r-14 al niatart la -gar vial Na. 2 sicroa dza.l Ciami Gavah /Lams nai inosl GV,.? g txi gawilsoyayd cal d nixtras, r.-na Poo dygnadad Taw's, gawi sold nix.t.rcr, litla a rna imam -ma's wth 5,,Km ;Mara tun 121,"4, inns} GRAVELV. 5 rA al mama tra.:_tai Imp?. No. 4 SAWS 9.1)', or ni aro al caa 7.a Cal-1M slid!or run tie. 4 9:01,3 s'za GC GP y gt1W,33, g-aed ea away gawis, g-ayd ,,..in:1 thy rriakt.r4e. Cikai Said 1 ,:th ss rill 6%. Erns; '::::- -7.0.-... j Sw , ..,.. .. ,,t+ktEgad ad s] gavaly tt ac no fries Powly g-od .a-icts, g-luelty Izt or no 'Inas 'iartds s Mom tan 12 irml• sc Sty mid..., erind..111111iXitr03 Oayay Mr1,17., and thy mxtrct, 1!.4EGRAIN SOL'S SO%cr rnara al nntrif.it; WM107 'hal No. 201:1 a OW 1,101:Pric sks ond va-y u1&anis, rock Mi. ai dirt' ilia 3,33:il Cidydi yeti ez4ni %rd.,' how r.u. this d ICffi 1 mod u-n re, CI. grz.Noly clays, sa• y days, shy clays, ldkIfl &fp Li I I Olg c sift and eg Si if c.lam. [ay.- Oastd:y bow ;lc aim, rnr,aaica.- at.• dab noca ads ina saidy a &it/ sat, ciastc: rits bwginc di. yr, ce ritli astct y, iol cars erg c rn othrri rgi Fi a rga sits F'en1 aid aria-hqi argai'c to is Fine Grained Soils GP LABORATORY C LASSIFI CA110I,1 CRrTER IA ckl q-com-t:-.1r14; = 4:34:1 ic - 1310 DOI CVTIO g-0,13 %CY' rOqJ f 41110761, for GAI At ts baaw 'A" a• RI. lass ,tial n".10-t0,74 1:711V. 7-1'30150W riiwi R. gadlo. tiai 7 tim yi Cu — a C.3'5:1 4; Ce = Kr,d0C.31 I 1 10 Do) AtC.N0 Ahrvi.mtel T-'.1. actriaan 4 ai d 7 al) E..xdarl;no camis USG Oi dJd SP N.:gnu-ding gadotan ma., rani oxen 6or Atart•org Lifts bsimeA' sm Ina cr Ri. kiss ttoi 4 Atat...org Lath atv.ra *A' i vit Pi. gajzrir,7 rrm anng In &thidzaru win Pi. batwoon 4 aid 7 ira loa-cknaa a=as rag !IAN tr,41 dud. synnak, DYi-Tfrin0 PC,C0ratr-4, Ce, fkInd red !?7,,:i to,7,1gainstra ar.a. Dz.ocndr..? PeiCaCZ.590 itZe:C.12-.12ek? t11.1N0 200 ?7,1:1/0 a271.1, (027.10{42ined ridt a-o tilav L-05 tildl tiert ........ ........ ......... ....... Vei, Ltno Ma) 12 poxont ....... ............ ..... ..... am, on, Sto 1Z aa..ccc eadx1re. oases laq.C1...-rgclill PLASTI CITY C HART CA I 7.0" A -NI.. VI.= 0 ta: Li- ZCII LIEVO.k1 :LOL. MAU. ICI J 4( GU 1.101.110 OMIT IL LI ('O TERMS DESCRIBING SOIL CONSISTENCY Coarse Grained Scils Penetrometer De-scription Readina ftsfi Set 0.0 to 1.0 Firrn 1.0 to 1.5 Stiff 1.5 to 3.0 Very Stiff 3.0 to 4.5 Hard 4.5+ Penetration Reitnce (bluets:WI 0 to 4 4 to 10 10 to SO so to 50 Over 50 Description Very Loose Loose Medium Dense Dense Very Dense i.v.1 Relative Density 0 to 20% 20 to 40% 40 to 70% 70 to 90%. 00 to 100% 1 Xi GC-4.04 Underground Facilities CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 The Rios Group 7524 Jack Newell Blvd South, Ste. 200 Fort Worth, TX 76118 °a I. (817) 345-7500 Project Name: WALSH RANCH Client Name: DUNAWAY AND ASSOCIATES Client Proj. No.: G&Al Proj. No.: DUNA_1252.00 Test . +•Utility Utility Utility Hole Size, O.D. Material Type No. (inches) 1 6.5 2 10 3 2-4" 4 16 Notes: ,referto referto( end legend STL STL STL STL G G G G Utility Types: E - Electric G - Gas W - Water PL - Product Line FL - Fuel Line Depth to Top,of ¢LJUlity (feet) 6.70 9.04 4.84 4.69 Cross Sectional View U 0 0 0 O SUMMARY OF TEST HOLE INFORMATION General Location: 130 WB AND LINKCREST City/Town: FORT WORTH County: TARRANT BT - Buried Telephone FOC - Fiber Optic Cable SAN - Sanitary Sewer STM - Storm Sewer CTV - Cable Television Prepared By: JARED SILVA General Utility Surface Type & Direction Thickness (inches) C -Concrete A -Asphalt NG - Nat. Grd. NG - Nat. Grd. NG - Nat. Grd. NG - Nat. Grd. NG - Nat. Grd. F--r Date: 8/9/2013 State: TEXAS ID'd By: 1- 5/8" iron rod w/ ap;' 2 - NaiVDisk 3- "X" in Concrete;q a- 5- 5/8" IR w/cap 5/8" IR w/cap 5/8" IR w/cap 5/8" IR w/cap Utility Materials: TS - Traffic Signal STL - Steel FM - Force Main PE - Polyethylene AC - Transite CI - Cast Iron DI - Ductile Iron Completion Date 8/7/2013 8/8/2013 8/7/2013 8/7/2013 Field Manager: AUSTIN "Technicians: ERIC. TYLER, KYLE, JORDAN Vacuum Excavation Truck/Trailer: Designating Truck: General Test Hole Location BOC - Back of Curb N -North FR- Frontage Road EOP - Edge of Pavement S - South ROW - Right of Way E- East CL - Centerline W West BL-Baseline PVC - Polyvinyl Chloride CSC - Concrete/Steel Cylinder DBC - Direct Buried Cable CMP - Corrugated Metal Pipe RCP - Reinforced Concrete Pipe - VC - Vitrified Clay FG - Fiberglass Checked By: Bobby J Melton III Date: 8/9/2013 Sheet 1 of 1 The Rios Group 7524 Jack Newell Blvd South, Ste. 200 Fort Worth, TX 76118 Tf t E R1OsGROUr(817) 345-7500 Project Name: Client Name: Client Proj. No.: TRGI Proj. No.: Test Hole # 1 2 3 4 WALSH RANCH DUNAWAY AND ASSOCIATES DUNA1252.00 Survey Point # SUMMARY OF TEST HOLE COORDINATES General Location: 130 WB AND LINKCREST City/Town: County: Northing Easting (Y) (x) 3026 6,947,899.73 2,264,685.43 3025 6,948,125.92 2,264,672.85 3024 6,948,654.36 2,264,619.26 3023 6,948,654.50 2,264,608.51 Prepared By: JARED SILVA Date: 8/12/2013 FORT WORTH TARRANT Ground Elevation (z) 875.34 884.80 897.80 897.79 State: TEXAS Top of Depth to Utility Utility Top of Observed Elevation Utility (Yes / No) 868.64 6.70 YES 875.76 9.04 YES 892.96 4.84 YES 893.10 4.69 YES Checked By: JSA Field Manager: AUSTIN Technicians: ERIC, TYLER, KYLE, JORDAN Vacuum Excavation Truck/Trailer: "Designating Truck: General Notes Date: 8/19/2013 Sheet 1 of 1 GC-6.06.D Minority and Women Owned Business Enterprise Compliance CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 FORT WORTH City of Fort Worth Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal may be applicable. If the total dollar value of the contract is $50,000 or less, then an MBE subcontracting goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance applies to this bid. The City's MBE goal on this project is MBE PROJECT GOALS % of the total bid (Base bid applies to Parks and Community Services). Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or; 3. Good Faith Effort documentation, or; 4. Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall deliver the MBE documentation in person to the appropriate employee of the managing department and obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in the time allocated. A faxed copy will not be accepted. 1. Subcontractor Utilization Form, if goal is met or exceeded: 2. Good Faith Effort and Subcontractor Utilization Form, if participation is less than stated goal: 3. Good Faith Effort and Subcontractor Utilization Form, if no MBE participation: 4. Prime Contractor Waiver Form, if you will perform all subcontracting/supplier work: 5. Joint Venture Form, if utilize a joint venture to met or exceed goal. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN I THE BID BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS Any questions, please contact the M/WBE Office at (817) 212-2674. Rev. 5/30/12 FORT WORTH City of Fort Worth MBE Subcontractors/Suppliers Utilization Form ATTACHMENT 1A Page 1 of 4 PRIME COMPANY NAME: Check applicable block to describe prime PROJECT NAME: WESTSIDE III & IV WATER MAIN CONNECTION City's MBE Project Goal: yo jMNV/DBE LI NON-M//WDBE BID DATE Prime's MBE Project Commitment: PROJECT NUMBER CITY PROJECT NO. 01988 OA Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to bid specifications MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid. Marketplace is the geographic area of Tarrant, Dallas. Denton. Johnson, Parker. and Wise counties. Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered 1st tier, a payment by a subcontractor to its supplier is considered 2nd tier ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth. If hauling services are utilized, the prime will be given credit as long as the MBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from another MBE firm, including MBE owner -operators, and receive full MBE credit. The MBE may lease trucks from non -MBEs, including owner -operators, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev. 5/30/12 FORT WORTH ATTACHMENT 1A Page2of4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. MBE firms are to be listed first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firms SBE certification if they have not previously registered with the City's M/VVBE Office, which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE goal. SUBCONTRACTOR/SUPPLIER Company Name Address Telephone/Fax T e Attach NCTRCA Certificate n M W B B E E LI L CI Detail Subcontracting S M Work B B E E 1 1 Detail Supplies Purchased Dollar Amount Rev. 5/30/12 FORT WORTH ATTACHMENT 1A Page 3 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. Please list MBE firm's first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firms SBE certification if they have not previously registered with the City's M/WBE Office which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE goal. Attach NCTRCA Certificate SUBCONTRACTOR/SUPPLIER T Detail Detail Company Name i Subcontracting Supplies Address e M W S M Work Purchased Telephone/Fax r B B B B E E E E 11 Dollar Amount Rev. 5/30/12 ATTACHMENT 1A Page 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers Total Dollar Amount of Non -MBE Subcontractors/Suppliers $ $ TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval of Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Authorized Signature Printed Signature Title Contact Name/Title (if different) Company Name Telephone and/or Fax Address E-mail Address City/State/Zip Date Rev. 5/30/12 FORT WORTH City of Fort Worth MBE Good Faith Effort Form ATTACHMENT 1C Page 1 of 3 PRIME COMPANY NAME: Check applicable block to describe prime PROJECT NAME: WESTSIDE III & IV WATER MAIN CONNECTION City's MBE Project Goal: MNV/DBE f NON-M//WDBE BID DATE Prime's MBE Project Commitment: PROJECT NUMBER CITY PROJECT NO. 01988 0/0 IIf the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this form. If the Offeror's method of compliance with the MBE goal is based upon demonstration of a "good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. Failure to complete this form, in its entirety with supporting documentation, and it being submitted to and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non -MBE. (DO NOT LIST NAMES OF FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities Rev. 5/30/12 ATTACHMENT 1C Page 2 of 3 2.) Obtain a current (not more than two (2) months old from the bid open date) list of MBE subcontractors and/or suppliers from the City's M/WBE Office or the City's website. 4:1_Y No Date of Listing 3.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? In Yes (If yes, attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.) No 4.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? Yes (If yes, attach list to include name of MBE firm, person contacted, phone number and date and time of contact.) No 5.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are opened? n Yes (If yes, attach list to include name of MBE firm, fax number and date and time of contact. In addition, if the fax is returned as undeliverable, then that "undeliverable confirmation" received must be printed directly from the facsimile for proper documentation. Failure to submit confirmation and/or "undeliverable confirmation" documentation may render the GFE non -responsive.) n No 6.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? n Yes _ 1No (If yes, attach email confirmation to include name of MBE firm, date and time. In addition, if an email is returned as undeliverable, then that "undeliverable message" receipt must be printed directly from the email system for proper documentation. Failure to submit confirmation and/or "undeliverable message" documentation may render the GFE non- responsive.) NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Offeror must document that either at (east two attempts were made using two of the four methods or that at least one successful contact was made using one of the four methods in order to be deemed responsive to the Good Faith Effort requirement. NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 through 6. 7.) Did you provide plans and specifications to potential MBEs? n Yes f,N o 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? HR_Yes No Rev. 5/30/12 ATTACHMENT 1C Page 3 of 3 9. Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set? Yes (If yes, attach all copies of quotations.) No L_N o 11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Offeror will provide for confidential in -camera access to and inspection of any relevant documentation by City personnel. 10.)Was the contact information on any of the listings not valid? n Yes (If yes, attach the information that was not valid in order for the M/WBE Office to address the corrections needed.) (Please use additional sheets, if necessary, and attach.) Company Name Telephone Contact Person Scope of Work Reason for Rejection ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MBE participation on this project. The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not Tess than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance shall create a material breach of Rev. 5/30/12 ATTACHMENT 1C Page 4 of 3 contract and may result in a determination of an irresponsible offeror and debarment from participating in City work for a period of time not less than one (1) year. The undersigned certifies that the information provided and the MBE(s) listed was/were contacted in good faith. It is understood that any MBE(s) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the City's M/WBE Office. Authorized Signature Title Company Name Address City/State/Zip Printed Signature Contact Name and Title (if different) Phone Number Email Address Date Fax Number Rev. 5/30/12 FORT WORTH City of Fort Worth Prime Contractor Waiver Form ATTACHMENT 1B Page 1 of 1 PRIME COMPANY NAME: Check applicable block to describe prime PROJECT NAME: WESTSIDE III & IV WATER MAIN CONNECTION City's MBE Project Goal: MNV/DBE [ I NON-M/NVDBE BID DATE Prime's MBE Project Commitment: PROJECT NUMBER CITY PROJECT NO. 01988 If both answers to this form are YES, do not complete ATTACHMENT 1 C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1 C. This form is only applicable if hpfh answers are yes. Failure to complete this form in its entirety and be received by the Managing Department on or before 5:00 p.m.. five (5) City business days after bid opening, exclusive of the bid opening date, will result in the bid being considered non -responsive to bid specifications. Will you perform this entire contract without subcontractors? If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. NO YES NO YES The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) on this contract, the payment therefore and any proposed changes to the original MBE(s) arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. Authorized Signature Printed Signature Title Contact Name (if different) Company Name Phone Number Address Email Address City/State/Zip Date Fax Number Rev. 5/30/12 FORT WORTH CITY OF FORT WORTH MBE Joint Venture Eligibility Form All questions must be answered; use "N/A" if not applicable. • Name of City project: WESTSIDE III & IV WATER MAIN CONNECTION A joint venture form must be completed on each project RFP/Bid/Purchasing Number: 1. Joint venture information: Joint Venture Name: Joint Venture Address: (If applicable) Telephone: Cellular: Facsimile: E-mail address: Identify the firms that comprise the joint venture: Joint Venture Page 1 of 3 Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the joint venture MBE firm Non -MBE firm name: name: Business Address: ! Business Address: City, State, Zip: City, State, Zip: Telephone Facsimile E-mail Telephone Cellular Cellular Certification Status: E-mail address Name of Certifying Agency: Facsimile 2. Scope of work performed by the Joint Venture: Describe the scope of work of the MBE: Describe the scope of work of the non -MBE: Rev. 5/30/12 Joint Venture Page 2 of 3 3. What is the percentage of MBE participation on this joint venture that you wish to be counted toward meeting the project goal? 4. Attach a copy of the joint venture agreement. 5. List components of ownership of joint venture: (Do not complete if this information is described in joint venture agreement) Profit and loss sharing: Capital contributions, including equipment: Other applicable ownership interests: 6. Identify by name, race, sex and firm those individuals (with titles) who are responsible for the day-to-day management and decision making of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating b. Marketing and Sales c. Hiring and Firing of management personnel d. Purchasing of major equipment and/or supplies Supervision of field operations The City's Minority and Women Business Enterprise Office will review your joint venture submission and will have final approval of the MBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City's M/WBE Office immediately for approval. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the City's BDE Ordinance. Rev. 5/30/12 Joint Venture Page 3 of 3 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall agree to provide to the joint venture the stated scope of work, decision -making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books, records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts. Name of MBE firm Name of non -MBE firm Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Title Title Date Date Notarization State of County of On this day of and , 20 , before me appeared to me personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Print Name Notary Public Signature Commission Expires (seal) Rev. 5/30/12 GC-6.07 Wage Rates CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 Classification Health/ Total Avg. Hrly Rate Welfare Pension Vacation Package AC Mechanic IAC Mechanic Helper 'Acoustical Ceiling Mechanic 'Acoustical Ceiling Helper (Abestos Worker Bricklayer/Stone Mason Bricklayer/Stone Mason Helper Carpenter Carpenter Helper 'Concrete Finisher 'Concrete Finisher Helper Concrete Form Builder Concrete Form Builder Helper Drywall Mechanic Drywall Helper Drywall Taper Drywall Taper Helper Electrician (Journeyman) Electrician Helper Electronic Technician Electronic Technician Helper 'Floor Layer (Carpet) 'Floor Layer (Resilient) 'Floor Layer Helper 'Glazier Glazier Helper Insulator Insulator Helper 'Laborer Common 'Laborer Skilled ILather 'Lather Helper Adopted 8/17/2010 by M&C Approval C-24396 $25.92 $1.01 $0.19 $0.83 $27.91 $15.81 $0.00 $0.00 $0.30 $16.77 $15.56 $0.57 $0.03 $0.12 $16.26 $12.27 $0.19 $0.00 $0.00 $12.46 $o.00 $o.00 $o.00 $o.00 $o.00 $18.54 $0.24 $0.00 $0.00 $18.78 $10.39 $0.00 $0.00 $0.00 $10.39 $17.08 $1.62 $0.17 $0.81 $19.69 $13.45 $0.75 $0.08 $0.71 $14.99 $13.97 $0.41 $0.04 $0.14 $14.55 $12.14 $0.43 $0.04 $0.11 $12.72 $14.03 $0.67 $0.03 $0.15 $14.88 $11.72 $0.54 $0.03 $0.10 $12.39 $16.10 $0.56 $0.02 $0.30 $16.98 $12.43 $0.33 $0.00 $0.28 $13.05 $15.00 $0.07 $0.00 $0.00 $15.07 $11.50 $0.07 $0.00 $0.00 $11.57 $21.77 $1.08 $0.05 $0.38 $23.29 $15.32 $1.09 $0.05 $0.27 $16.73 $20.00 $0.00 $0.00 $0.00 $20.00 $0.00 $0.00 $0.00 $0.00 $o.00 $o.00 $o.00 $o.00 $o.00 $o.00 $18.00 $0.00 $0.00 $0.00 $18.00 $10.00 $0.00 $o.00 $o.00 $10.00 $18.53 $1.92 $0.38 $0.71 $21.54 $13.49 $1.20 $0.10 $0.35 $15.13 $16.59 $0.29 $0.12 $0.08 $17.08 $11.21 $0.36 $0.11 $0.13 $11.81 $10.47 $0.70 $0.06 $0.08 $11.30 $13.24 $0.98 $0.06 $0.12 $14.41 $17.00 $0.00 $0.00 $0.00 $17.00 $15.00 $0.00 $0.00 $0.00 $15.00 ( (Metal Building Assembler Metal Building Assembler Helper Painter Painter Helper Pipefitter IPipefitter Helper $16.00 $1.56 $0.63 $0.00 $18.19 $12.00 $1.56 $0.63 $0.00 $14.19 $12.57 $0.69 $0.02 $0.09 $13.37 $9.98 $0.61 $0.02 $0.09 $10.70 $21.14 $0.90 $0.13 $0.45 $22.59 $14.92 $0.58 $0.11 $0.23 $15.82 Plasterer $17.24 $0.05 $0.00 $0.00 $17.30 Plasterer Helper $12.85 $0.05 $0.12 $0.43 $12.90 Plumber $20.33 $0.69 $0.12 $0.43 $21.56 Plumber Helper $14.95 $0.95 $0.11 $0.00 $16.42 Reinforcing Steel Setter $13.01 $0.36 $0.07 $0.23 $13.67 Reinforcing Steel Setter Helper $11.19 $0.25 $0.05 $0.16 $11.64 Roofer $16.78 $1.25 $0.23 $0.17 $18.43 Roofer Helper $12.33 $1.25 $0.23 $0.17 $13.98 Sheet Metal Worker $17.49 $0.97 $0.10 $0.51 $19.06 Sheet Metal Worker Helper $14.16 $1.40 $0.17 $0.44 $16.15 Sprinkler System Installer $19.17 $1.68 $0.33 $0.33 $21.52 Sprinkler System Installer Helper $14.15 $1.50 $0.00 $0.50 $16.07 Steel Worker Structural $19.28 $1.37 $0.55 $0.12 $21.32 Steel Worker Structural Helper $13.74 $1.37 $0.39 $0.09 $15.59 Concrete Pump $18.50 $0.00 $0.00 $0.00 $18.50 Crane, Clamsheet, Backhoe, Derrick, D'Line Shovel $17.81 $1.30 $0.12 $0.24 $19.48 Forklift $12.96 $0.42 $0.04 $0.08 $13.50 Foundation Drill Operator $22.50 $0.00 $0.00 $0.00 $22.50 Front End Loader $13.21 $0.36 $0.06 $0.17 $13.79 Truck Driver $15.21 $0.65 $0.06 $0.19 $16.11 Welder $17.81 $0.92 $0.12 $0.30 $19.15 (Welder Helper $12.55 $0.75 $0.00 $0.33 $13.64 Adopted 8/17/2010 by M&C Approval C-24396 GC-6.09 Permits and Utilities CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 GC-6.09 Permits and Utilities The lands upon which the Work is to be performed, TxDOT Driveway Permit thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional permits thereto required for temporary construction facilities, construction equipment or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by Contractor. Permits for permanent structures or permanent changes in existing facilities are to be obtained and paid for by City unless otherwise provided in the Contract Documents. Outstanding permits to be acquired by the City are listed in Paragraph SC 6.09C of the Supplementary Conditions. In the event the necessary permits are not obtained, the City reserves the right to cancel the award of contract at any time before the Bidder begins any construction work on the project. The Bidder shall be prepared to commence construction without all executed permits and shall submit a schedule to the City of how construction will proceed in the other areas of the project that do not require permits and/or easements. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 GR-01 60 00 Product Requirements CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Westside III & IV Water Main Connection City Project No. 01988 11/1099 092691 ii/1769 050605 0427M 092396 0923.96 725.03 011105 110210 071911 001011 03 800 000001 07039> 002600 04262/0 1/2609 51205 • • • 032600 0912396 0810 Nv 10 27 06 060210 Ig699 2006 EI-14 042201 EI•14 E1.14 42004 E1-14 3/1203 E1.14 02 006 052096 E1-14 E1.14 01311,0 2¢7,,c 1111,1 7219I 102003 022210 4 14 05 060910 Manhole Inserts E1-14 jRnnide Wert E1.14 Sndpole Inver E1.14 RIhNelmcrt E1.14 210Ntol<Insert E1.14 RBWdeWM Manholes & Bases/Frames & Covcrs/Rectanmulnr ISlaad oic Framer and Coven 010Weole Fames >n3 Cmen Manholes & Fases/Frnmes & Covers/Standard (Round) E1.14 El-14 El-IJ E1.14 E1-14 E1.14 E1-I4 El-I4 EI-14 11.14 Eta4 Et-I4 EI-14 SIa1YWe Frames and Corer Manhole Fames and Corn Riudde Frames end Coven 0)0710le Fares and Coven 01abwk Frames and Coven 070 0: Frames or Coven Sfenhole Frames ami Coven 0lvnhoie Frames and Coven 21,054)03'nm. and Coven n,m Rmrona>.dro,te 1 DI Sm Rine and Cover 30' DI R01 Rtne an3 Conn 10' DI00I Rine and Cova Manholes & Bnses/Fmrnes & CoversP,Voter Tight & Pre"st Et-14 E1.14 E1-I4 Et-14 Et-il Et-14 E1.14 Rlanhole Prem. and Coven Manhole Framer and Crows Manhole Frames and Covers Manhole Frames rod Coven Me AW<Famn 211.5 Coven Men.. Frames and Corer 30034tc Frame, end Coven Manholes & Bases/New/Components L'rcnhw i1lQrpobjic t\'atmtop Omct Iwnt is f' Dam.,ni Profit<Getet For 4' Aem In tOWE Manhole ad"iu.treem Rite 11.300 F.v:mal Won Manholes & Bases/New/Precast Concrete EI-IJ 0lanh,4<, Precut Cornerete E1-14 Rlan}.ole- Precut Concrete E1-14 Rlenhoic- Precut Concrete E-34 SOLSj}e(fOffret Seel Mel E1.14 Slenhae. Piccart00000k E1.14 Starer.. ncean Ccm,rctr 31.14 SterFo. Provt Corr e 23.14 Statdv.4v neattmrinforce Polo taYFrn.tete Manholes & Bases/New/Fiberglass Fb: �ss, Rfmld< Ii,:up a., Run,d: Manholes & Bases/Rehab Svstems/Ccmentitions Slvthde Relub Soler, 00,7 `e Rehr, Si) Items 0fanhde R<Iub Rosters SlaWtde Reh>b SSrtem Manhole Rehr,Sntem General Centime Roorir Manholes & Bases/Rehab Svstems/NonCemendtious Nimrd< Raub Spleen 11atil,de Rehab c , Coolers for C.m ton n,J.vu,m Cos nut for Cerrion Pr, error prunes 0r CrAvion ltote.tv.r CITY OF FORT WORTH WATER DEPARTMENT'S STANDARD PRODUCTS LIST WASTEWATER 0nuhon Enlnpritcs South Western Paelerinl None, .hollow Southnatern & Seely In: SaarestemA,U04 & Soly Inc. tynkm Iron )Volt,, Bar & 346e Fre dre VW,. Fermin' Western IronlW013. Bus & i1ue Fovndry McKinley MrWorl, Inc. Neer , Cud Weal' Sierra C{/rpor Sipms C9Toratton hat-A-llause Ne rW CAR,. SVM4obainu(elines amrNrmuel Par/rim iron Wortt %1't<IeNu: Ire Tight Pont-Aleouser Tee hCutl8 Vulcan Farr Hirano Lon 7»/I70Bu,la0a Pervade• Sieliirdre her teat, Ind. Mercer Saamcoo tndu0Yiee Prirok Ltd As0N Rogv o R.16 (furor Concrete Products nna-Sell Gaslet Coro Ladte,him0 Cerro CPS Ifjfj etre Conduit C271 w>dconart<rI�r To.k<. tnmon((orm•M T ITn111 Ronson Coracle Productlne. The Tmnn Comoro Morrie Prort Ls eserrorite nee mud Caw0iarnent Ina. t F.S1mnfi.mnre Dudes Stadvd Cement Slaten0ls. Inc. AP.R1Parrrf Strop S item, rolotnetee Ter /,. IlroPeret:Tear Dear, 5<� SmZ as Cl-rt.rt.nt \forest Cnnr,ranaryl C0a1:1 Pipe/New/Centrifugally Cast Fiberglass Reinforced Pioe/Polvmer Mo4ifiel Concrete rem. ul Fbemia. I "AA' PyK 0 n: Herr. tn�tecii USA Pol,mer SbSf:d L'm:nt: EI.9 reinfaed Rohner C,merere 151, Pi0es/Nely/Concrete • E3-04 Conc. e. le075 ed • E1-04 Corr. urrelleinf ed • EI-04 Fore. IVJo� Reinforced • E1-04 Cone. 36x. Reinferced Pipes/New/Ductile Iron 1100.392 05040/ • 1203,7• EI-06 E1-06 E1-06 Ei-06 Ductile Iron Pipe O,00,0on Pipe Ductile Iron Pipe Prate Ironnpe Pbles/Nco'/HDPE (Pipe Bursting/Slinlining) ImI'/',.� ;aS\\,<ne1K knp,-d:tvlJv ,�tfi,l Pic IIGq-0ewh omelette rape Pipes/New/PVC. Ei-31 PVC Converted Srnernpe E3J1 Pl'C Compel Sorerr,.< 01.11 I`V0 Cerro:at, S. [ EI.25 PVC Serer Pipe E1.25 PVC Serer Ripe E1.25 PVC Serer Pope E1.25 PVC Ser rr Firve F.1.27 PVC Ser err. E1.27 E1.35 11/1192 E1.21 EI.21 £i-29 E100.2 E100.2 1122 I1-'_5 E1.25 PVC Serer HPe PVC Serer Pike PVC Serer PVC SemerPfre PVC True Pipe Cloud Profile PVC Pipe Closed Profile PVC Pipe PS C Mid tt'WI 11re PlC Senn nttin, PVC Serer tiring, LSCroµ,nile Pore Well Concert n$Co.Inc. ti)dro Conduit ]latter Corer ule Concrete upe & P,Nuc0 Co. ix, Griffin Pip Prods.., Co. American Liatile Iron ripe Co. US.nye and Foundry Co. hklv'ane Cart Iron rape Co. PleTlief 43kopiry Inv hero Inv. Polk PPi3n1F' Inc CSR Rolm Cenfinatlime Staters Canted. Construction Feeder.. In:. Uf3''oopp99rED Cempa\ AmaSm.d.,c rye ,m Can -Tee InderNes Cenvn-Teed Prodox. Cap Nbriaac.vim Con3 10131enofa<terina CTorneinv Aomori Plntin h Was. Viler (8'g�y`r E,twonTecMoVr{ora et. Inc Mamma Markt Corporation tom. Mien fin Dimm3 nutin Conpontion Irirm ltvtl,s Cr vat'.. Florio Trend, 00 Made to Order -elude Made to Rdet -netic Made to Order -Pled, 047,30 er - SkW na Steel Tether.. • Surlier Sleet 1001 6720 30021 A 24 A\I 1242 1-144N 00 Aral-143.R' GTS-STD RE3,511FS VI432.2 and V1313 Drium 21111651F1\'V A 311116502 31102ITtl SS4%' 20n6011:r3 F>a5 rich Garlet Pa,: Partiok 2342 300-24P tVPA24A\1 RC-2100 300.24.23.75 Rini ud Corr A&<te Wes -Seal P-201 DraM9oh'a 35-0048 001 730-40 Gaslet FmPEAdp{jwent Rirz ttar4sseil Slvph.le fnt.anW ,tort Ssnm SPL Item 849 T �jF O,7.3SW4OC 46�/D. ,1nau4ole of 32' Cone JS'ID hI hdc n' 24' Coo le•ID hived4e r124'Cow Reinfrcd Poly nor Concrete Flom), Reiner R15P 2162A Rehab ,tk step rater}iapvr urduct rn Sto,''N'an Petorenhax Cawing An 711, SIM, SI, 52 sAni and Sl-Yll 6I 6J050113. Fr, Hobos Pipe Men -unsure) 2ondstrard RPI.IP Pmo hL, cr Polorre Pre R eiN',N Polo ma C.r_ ritera n Ctrs III T&G. SPL Item 211 SPL Item 195-01.1tSde. ASV floe Sorer Bell -Tor D,:dle Iron ninon lips. American Futile Pipe Opdcore Ductile Pe45o*,1ene nr< h{0Cemell Pipe EAareemml Cotdcah A-2000Ser er Pio< Ma <or CORR 31 SDR-26 end SDR-35 •S Comity Ser crux CnZ1h Pl'C Trv0 Apde Canon 0Yloe ILC. Clove T',,7)e SCR.26>N SDRJS Gorr Sininu Colleted PVC Seoellaln fitting ASTTI D 1241 AS12101241 AS3\I D 1242 UPDATED 51020I1 24'a40'\4D 74'Dir. 34' Du, 24•Div ASTRIA 42 24'Die 24' dia, 24' dia. 20'I1ia. A 16I11031206-04 3"11a 30' Da 30' D6a 3, Da 24-pia 24' W. ASTIR 48 24'Dia. 2J'Div 24' Dir. ASTI A42 24'Av ASTI A42 24. Div A021112124.04100792 AST\IC-1432C-361 SS SDI Tarn 00S le erce ASTIC418 ASDIC-143 ASTIC472 ASTIC478 ASTIC 478 AST31 C 472 ASTRIC 473 AST1C-76 AST13733 AST31D5113 ASTID6390790 Add Roof tome Ten ASISI12326203754 ASIyI 113762 10754 ARM C32, Ar6, F4D ASIvi C->6 ASAI C76 ASTIC 76 ASDI C76 AS'S( C76 AP'\t'A C150. C151 A0V\t'A C1512 C151 Anon-* C150,C151 AIV79'ACISO,C151 AST( D 1242 AST(D 1248 ASTIR 1242 AST( D 1242 AST(F929 ASTRIF949 ASAI F 949 AS72I133034 AST0/D3034 ASTRI D 3034, D 1784 AST01D3034 ArTIF 729, AS721123014 ASTIE787 AS211113034 ASTRIF679 ASTIF 672 ASTRID2610 ASTRI F794 ASIRI i0o1F394 ES 46 AST( f'L79 ASTIR-0. 04, 13-112J, Or ASTID3n34 4e. 48^ IB' 1'Diam>m 42' 021' car 4S' 4C Ram r 24' Plata 42'to 72' Tan traffic area >.,ttraRcerr Sfir 3' 6.24' I 2'&10' 8' 8' t'gm 16' 2J•to26'Q 4' Mt 12' 4' dor 15- 4'h 15' 4'17 13' 12•-27' 1' ulwa;h 312,42. 1' Pr parod7/192011 Approval " Spec No Cbtsssific ltion 011269)1 E100.2 PVC Soma Piro. Pines/New/RibbedPitEca Open Profile Large Diameter 0926D1 E100.2 PVC Soma Piro. 092691 E£1100.00.a2 PVC S,:ett, M. Wbb:d PVC Ser% Wbb<d II In in i 111010 051611 I 050399 05a996 1 1020 -21 Pol (r("on9a�cnc 1111 Son A l l'I Sans RTIi14c Woll sl:<IRclrfr<,Jron01-010:7rc 1Pipcs/Rehnb/CIPP Cured In Mac Roc 1 Curcdin%a<c Piro Cur<J MEM:a Roe !Pipes/Rehab/Fold & Form Fold a. Form I'/1`` miner I Fold and Form I Foldan2Form- 1204e0 I Fold and Form- 060903 I Fold and Form (Pine Enlargm nt System (Method( 02926,9,,, hl,Com,ll Solar. IRS S,atem, Pine engine Snacers 11,0102 1 Elul nand C0ir4 Span 010193 Slitdcra Stool Caimny Snaar 04r22,92 Cai Spema 01410 sulacc, av-a Ca,i,g Sean 01110 Ceac11,1 Cain Spzm 051011 Stan,' S1,1Cm1, Sca.a Coatings 022502 12/1401 01 1115 JrAir Pipes/Vnlyes a a Fittings/Combination Air Release • E1.11 Combination Air R<Inte Vol, • EI-ll Combination Air Salaam Vol, • E1-11 Cambiwion Air Ranare Vahe Pipes/Valves Fittings/Ductile Iron Fittings 020392 EI-01 Mottle iron Fit6061 • EI-02 Mxele Iron Fln1nat • E1-02 Ductile Iron Entrant 05/1101 E1-02 D0:dic Iron/316rms 0611016 EI-02 NU FlI,ea 0511493 E1-02 Do:lilolo,, Pant Sutra. 11/0104 EI-02 Ductile Iron Idol Reabain0 060504 E1.02 AkchWcil lard Seminar Glanb 1111111 08 16 rv, 2124 In4mnr Rc,t and A int St Otm CI-02 AletharJaiJ ca4 Evince Pines/Valves i Fittings/Resilient Seated Gate Valve Ruilic,t 51p e2Gale Vahcn'Ine Gem 1E1102 Ruilienl 14 ppe Gae Va,e 060199 R,,ilicl W<A. Gate Vilw 05/1699 R<diient e Cate Valve 102400 E106 Ruai<l IV to Gala Vahe 060504 Re0Oimt VVc ,e Gas Vah< 052191 5126 R<011e111V f Gas Vale, 012402 E136 Scalise W< c0ac • EI-26 Rc0Rl:nt Seal Ga10Vil,e • E2.26 R<ticnt Scald Gat. 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I n.-vmmt Meters 010491 E101-5 DciccbrChccl Mcicr 0E0504 Maenad< Oche Vodeil Tminc TOTES IFrrms Oia,ul Sla.ard itoducn ll,l Curio -Pm ID. CITY OF FORT WORTH WATER DEPARTMENT'S STANDARD PRODUCTS LIST Manufacturer LannonEll V))))))Ion Rr< EVNuion Tcc ac Adopt:c�ifhaEtaac S namtl WS/ Moan, Comas M am, 1A05/ CooTech Cemewat,r RtJuO ;saturant T«aa. Lac t,atista Emirolcch Gran Runoldt I,ao 4/rye Teelmolo' Ifnliner USA) Cullum Pipp Si) atcma in: ImItororm'rearm'ce'u.lnc American MemVp: Platua. Inc, No-alincr 1511, Pipeline Corp. Moat Comlrvt<u Tram/en Rcamorma Stamm Ad,vi:ed Rod,:4 god Slalcma, inc Advanced Rudmn and S5,1em0lno Cascade 701lencoA, Elam0G<Mine Rpc£nc Scal ,,J Imola0 Cmatnc Sal and Imaato meal SaturasmA Im RnJerMacriala In a WATER GA InJwl:a AIWc<hlamda<rorina Co, anJ iTnrtt Corp Star Pip<Product, Inc. Griffin 9S. 0loduct1 Co. Mc\Vo0001n Rpr) 9,,, nark, Di,i,lon (1N-Flan. Sleijn^c,a Co. Ford 3frtcr13a6 Co. One Pok lm. Soma Co. 5 All Tcahn,ial Mamas 51I`Ind tins. Monacan flow Caeca American Flom Control American Flow Comrd Monacan Flaw Control Monacan How Control Ameican Flory Coxml American AVEComp, American AVE Camnanw Emn,Jv /Mal h1oc11mCa Mueller Co. h1ue11cr Co. \lu,li,r Co Clow Valve Co Clow Vol, Ca Clow Vahe Co. Clow Vahe Co, (ay., Vol•c('a Sloclhm Valens A Flei,saa US, Pro, and Fol,,00 Co. IimEmit Co. Efaalcr Co. De l Valens Co. Varna, Vahe and Manufxaudr aCotµ Water 3130 Americon.Darlina Amcricm Darling Vahc CIrOC/lPQ�y Anted an ' ' 00 Ciuv A Eemt, r,r., l.iAli Vahc om an5 hludlrr Corona/1v Tluelln Comps�}}'' Waters. Af .arty Waters. Cemnam East Ionian Lon \\'alp Mc. Smith filar 1C011mhuln Ins .1031IndintricA Imo Petar,o1 ncrol DI W fiaati„In. 11,,,d MA oahu hbmaaln Slam I➢sd.,110Arr MA Arr Inla,m,,n Amu Comoanv Hone,' Model No. CO4k0 VS Ion 21 C. Cloud 3341 Pier. UMn-IGb Open Profile 5<0e7Pioe s mil ita /11 W021, Wall IC,1ismW 5am20c ill' Tdd: Will iew lemma„ National Spec ASTTIF629 A5TSIF625 A510Ir 2236 A5111 F 2201 AYt\I r"62 Siao 18'1046- a•on• JO' Aa Pt' 24'b, tat• UPDATED: 5.16.2011 1 ASITfF 1216 Nab'ma Un,,. SSM.90,,,422 I ASITIF-1216'P58I1 l,0/,or T<«MdOev I ASr31F1216 1 ImiNform'S.01045 1 ASTMS.1504 1 13e0030meotc Odv Muslin:rPVCAi//44P/ooI/,cr 1 AST0IF-1504`` 1821 1662 E\bic(hod 1 AS21IF-I304. F-�942 1 Lle to 16• &amolcr Pd e0t `lea: Pohan, Carbon Sl<cl Spar, Modal Sl Slz,dcac Slacl 99,,o,, Mold 551 Cantu Spaccn Swa as sal Cott,. Spann Coatml 5n-ci Coars Sra_en 4310 I, vas, ScnctGvd 210115 Enoch 20300. 2100 Scrim Itolrcl., 101 PITICojJ//''_Purat,OVay.2Li. I Annm,sdrlrolo )). 1 110mba Tcass Aommcd R0.iowi))- Calearv.Cavda 1 Aoorm ad N,,iotufv I LA Campy k210-1.93 AS21111.117 manic Inv ring OWa Empire Air and Vnauvm V,1,<, Maid 933 AST. A 126 CIan0.ASIMA I'A2' Cri,pin Air and Vacuum Vaitca Modd No. 12'.1' A 2' AECO.143C. 4145C and 6142C 1•, 2' A 3• 54ec11anlcal Mint Fit.,Mochvd dcil mFti,n),, 811211 a350 Strict 1500 Circle Lacl Pipe Rn06 Ciao 350 C.153 NU new Um -Flange Saito 1300 Circle'Locl One Dolt Ruvancd 1al Fining Sigma G,c-tut Mechanic111ai. Rntni,rcr MOM, 5536m( Marna. La. 21 API laala Ima 91.0) A lechw,al Lem ❑ un , Scans 2500 Dran(1/fa 6 94.20242 Series 25L5 and Sada 2536 0crim, 2520 Sr 2524 SD91202551 W.2516 515 94202121 Strict2500 42' and 46' AFC 2300 American AVE Rul4,nt Sead,JGV Sadee A236115136612 Woo A0I60 for 16-•24'0620/1 h lu,lita 30' A M.. C.515 11,,Iln 42' A 452 C-515 16'1150V(SO13-209051 Claw SW Vahe (SD 35-216521 Clone 30.1431 -515 Cin, 311, Tia,L12616 9!,oc,n1250.rroaemera 6PL 624 Valmanc Amcricm ouna0v Vahe, 31311601c MO A 1450 02011atct Sampling Station Maras Nos. 90,11603, 91.11560 S9, O,anitn To. 94.16291 Sheeprantiv No. D.19893 Eton:12100 Mai 11204)3, 020411020506 Shgp NoM8021JFIV act ran No. .6461 23 Centurion A5 Mantes 05,000 Fli-12 A-8?]�er C<wdon 200 Shot'y of J�JJ��No, 960250 Shop Uran mNo.SE140SO1 031 1I4 r52qC16 : f40Double Bond 55 ou andS5Sa60 45CatdMel Sada< M1,311mama<1.1190311 3212nn1.1.vJR.0m 11 rl Clati A'❑v0; ilec n'VI be Pal MM., At entmenn 11,41A mdtl 0IN:11000 Deals Chat. V,l,c 5Uenaic Dri,e Venial AW\VA C151 A C110 AO17'AC 110 AWWA C 151. C 110.0 111 ARM1\' C 5J *IVWA 1 ICISI AWWA CIIIIC116'C151 AWOV'ACIIIICISI A5731f-1624 AtVl\'ACI31 AU/WA C515 AMVA C515 AWWA C515 Al\1VA C509 01010*C315 A3\'VA C509 AWWA C515 AWIVAC515 AIMS C515 A0'\VA C50/ AWIVAC515 AWIVAC515 Al01VA C515 A1101 ('115 AWWA C.504 AWWA C-504 A1Vl1'A0.501 AV\'WAC-501 AWWA Caol AW11'AC-So2 Al\1V'AC-502 A1VA 0.50± A0INIVAC-502 AWWAC-502 AWWA 0-502 AWWA C-502 AI\1\'A C.502 AWIV'AC-502 AO'0'AC-502 AWW'AC-502 AWE ACI05 AWAY A CI03 AIayA CI05 A1VVV'A C531 AWWA C101 CUac 1 4'to12' 4-W24' 16' 30• ord )6' 20,0324' 16' 4'1<12' 42' end 46' 4310125 20' and tm01r 16• 24.40,10 ailcr 42'ud PC 16' 24'and trooper 30' a.36. M. 0 46- 3- to 16' 24' 24• 24• a.l''jjAA Vv 10 14'A'ssncalr 21•u, PC Garr A MC 1' to 12'tars 3.10 IC rsvnl lG 4• b 30- ('bu'A' A mil LLD A mil I LD A roil 11D Prepared 7/10/2011 Special Provisions CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 99 99 00 - SPECIAL PROVISIONS 9999.0001 BID ITEM — REMOVE EXISTING ABANDONED 10" DEVON GAS LINE Item will be in accordance with SECTION 02 41 14 Utility Removal Abandonment where applicable and contractor to contact Devon Gas (JR Gregory at 817-396-4034) prior to gas line removal for procedures to confirm gas line has been abandoned. This item will be paid for by the liner foot. The price bid as shown in the proposal will be full payment for all materials including all labor, equipment, tools, capping, draining, pickling and incidentals necessary to complete the work. 9999.0002 BID ITEM — LANDSCAPE IRRIGATION SYSTEM PART 1 - GENERAL Drawings, Standard General Conditions of Contract, Special Conditions and Division- 1 specification sections, apply to work of this section. 1.1 DESCRIPTION Landscape irrigation system components and installation procedures. 1.2 LICENSED IRRIGATOR Installation of the irrigation system shall be under the "direct" supervision of a licensed irrigator of the State of Texas. 1.3 STANDARDS ASTM D1785 (ANSI B72.7): Standard Specification for Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120. ASTM D2241 (ANSI B72.2): Standard Specification for Poly (Vinyl Chloride) (PVC) Plastic Pipe (SDR-PR). ASTM D2466: Standard Specification for Poly (Vinyl Chloride (PVC) Plastic Pipe Fittings, Schedule 40. ASTM D2564 (ANSI B72.16): Standard Specification for Solvent Cements for Poly (Vinyl Chloride) (PVC) Pipe and Fittings. ASTM D2855 (ANSI K65.55): Standard Recommended Practice for Making Solvent - Cemented Joints with Poly (Vinyl Chloride) (PVC) Pipe and Fittings. 1.4 EQUAL MATERIALS A. It is not the intent of these specifications to limit materials to the product of any particular manufacturer. Where definite materials, equipment and/or fixtures have been specified, it has been done to set a definite standard and a reference for comparison as to quality, application, physical conformity, and other characteristics. It is not the intention of the Owner or the Consultant to discriminate against or prevent any dealer, jobber or manufacturer from furnishing materials, equipment, and/or fixtures, which meet or exceed the Wage 99 99 00 - SPECIAL PROVISIONS characteristics of the specified items. Substitution of materials shall not be made without prior written approval from the Owner and the Consultant. B. Design criteria and water pressure must be carefully considered when selecting equipment. Only equipment that performs as specified will be considered. 1.5 LOCATION OF AND DAMAGE TO EXISTING UTILITIES The Contractor is responsible for locating underground obstacles. Exercise caution to prevent damage to existing facilities during the progress of the work, taking care to locate same, where possible, in advance of the actual work. The Owner's representative will render all assistance possible to the Contractor in determining the location of existing utilities by making available such maps, records and other information as may be accessible to him, when requested to do so, but the accuracy of such information will not be guaranteed. The Contractor shall be responsible for repairs resulting from damage to existing utilities resulting from his operations. Should the Contractor, in the layout of work, encounter any pipe, underground utility, or structure, the location of which has not been furnished to him by the Owner, he shall bring such conditions to the attention of the Owner's representative for his determination of the method to be used to remove or bypass such obstructions. 1.6 WATER SUPPLY Make connections to the existing water line at the location shown on the plans. 1.7 WORKMANSHIP Install equipment in accordance with the recommendations of the manufacturer and the best standard practice for this type of work. Care must be taken to keep the inside of the pipes clean and free of dirt, rock, cutting, etc. Flush all systems clean prior to installing sprinkler heads. 1.8 CODES AND PERMITS Install all work according to applicable codes and ordinances of the City and the National Electrical Code. Obtain and pay for all required permits. 1.9 WEATHER PROTECTION Protect and maintain all work, materials and fixtures from weather damage. All new work likely to be damaged shall be covered or otherwise protected. 1.10 SITE CONDITIONS Before ordering materials or beginning work, verify dimensions of existing and new work. Any differences found shall be submitted to the Owner's representative for consideration before proceeding with work. No extra compensation will be allowed because of differences between actual dimensions and measurements indicated on the plans. Plans are diagrammatic and approximate. 1.11 PROTECTION AND SAFETY 21Page 99 99 00 - SPECIAL PROVISIONS l A. Send proper notices, make all necessary arrangements and perform other services required for the care, protection and maintenance of public utilities, and services, including fire plugs, telephone and telegraph poles and wires, and all other items of this nature on or about the site, assuming all responsibility and paying all costs for which the Owner may be liable. B. Construct and maintain necessary temporary drainage and provide pumping, as required, to keep excavations free of water. C. Provide all shoring, bracing and sheeting as required by OSHA Regulations and for the proper execution of the work. All shoring, bracing and sheeting shall be removed from the site when the work is completed. D. Fires are not permitted. E. All work shall be performed in accordance with the national "Occupational Safety and Health Standards" (OSHA). 1.12 SUBMITTALS Using hard cover 3 ring notebooks, provide not less than three (3) copies of complete brochures describing equipment and materials, including names of manufacturer's catalog numbers, trade names, instructions for setting, connecting and operation, technical data and any special information requested. Unless resubmission is required, two will be retained and one returned after being reviewed. If resubmission is required, one corrected copy and one original copy will be returned after being reviewed. If resubmission is required, one corrected copy and one original copy will be returned and one will be retained. One approved copy shall be in the file of the Contractor's representative at the project site. 1.13 RECORD PRINTS A. Provide and keep a complete up-to-date a Record Set of blue -line prints which shall be corrected daily and show every change from the original plans and specifications and the exact locations, sizes and kinds of equipment. Prints for this purpose may be obtained from the Owner's representative at cost. This set of drawings shall be kept on the site and shall be used only as a record set. B. These drawings shall also serve as work progress sheets and shall be the basis for measurement and payment for work completed. Make neat and legible annotations thereon daily as the work proceeds, showing the work as actually installed. These plans shall be available at all times for inspection and shall be kept in a location designated by the Consultant. C. Before the date of the final inspection, transfer all information from the record prints to an ozalid sepia, provided by the Consultant. All work shall be neat, in ink, and subject to the approval of the Consultant. D. Dimension from two (2) permanent points of reference, building corners, sidewalks, or road intersections, etc., the location of the following items: 1. Connection to existing water lines. 3IPage 99 99 00 - SPECIAL PROVISIONS 2. Connection to existing electrical power. 3. Gate valves. 4. Routing of irrigation pressure lines (dimension maximum 100' along routing). 5. Remote control valves. 6. Routing of control tubing. 7. Quick coupling valves. 8. Manual drain valves. 9. Routing of irrigation lateral lines (with a change of two (2) feet each way). 10. Other related equipment as directed by the Owner's representative. E. Prior to the date of the final inspection, the contractor shall deliver the corrected and completed sepias to the Consultant for approval. Delivery of the sepias will not relieve the responsibility of furnishing required information that may be omitted from the prints. 1.14 CONTROLLER CHARTS A. The Consultant shall approve the record prints before the controller charts are prepared. B. Provide one controller chart for each automatic controller. C. The chart shall show the area controlled by the automatic controller and shall be the maximum size, which the controller door will allow. D. The chart is to be a reduced plan of the actual approved in -place system. E. The chart shall be a photo -static copy of blue -line ozalid print and a different color shall be used to indicate the area of coverage for each station. F. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum of 20 mils. G. These charts shall be completed and approved by the Consultant prior to final inspection of the irrigation system. 1.15 IRRIGATION CONTRACTOR'S RESPONSIBILITY A. Prior to submittal of the bid, the Contractor shall acquaint himself with all matters and conditions concerning the site and existing conditions. B. Coordinate work with the other trades so that all phases of the work may be properly coordinated without delays or damage to any parts of the work. C. The Contractor shall be responsible for all sleeves and chases under paving, through walls, etc., unless otherwise noted on plans. 1.16 CHANGES IN THE WORK A. The Owner may, without invalidating the contract, order additional work or alterations to the contract. 4IPage 99 99 00 - SPECIAL PROVISIONS B. Any changes shall be requested in writing and the contract sum shall be adjusted according to the unit cost bid submitted by the Contractor. Any extension of time due to additions in work shall be adjusted at the time of the change order. C. Minor changes, such as head locations and controller locations, which do not involve extra cost and are consistent with the purpose of the work may be ordered by the Owner's representative and no claim for an addition to the contract sum or time schedule will be considered. 1.17 FINAL INSPECTION A qualified person duly authorized in writing to represent the Irrigation Contractor shall be present at the final inspection to demonstrate the systems and prove the performance of the equipment. Prior to this inspection, all work under this division shall have been completed, tested, balanced and adjusted and in final operating condition. 1.18 GUARANTEE A. Guarantee the satisfactory operation of the entire system, to the extent possible under the scope of the work included in this contract. The entire system shall be guaranteed to be complete and work properly for a period of one year from date of final acceptance. Repair any defects or replace any defective parts found or occurring within that year, free of expense to the Owner. B. Include a copy of the guarantee form in the Operation and Maintenance Manual. 1.19 MISCELLANEOUS SERVICES OF IRRIGATION CONTRACTOR A. Train at least two (2) of the Owner's employees in the operation and maintenance of the system. This shall include the operation of the controllers and valves, how to most effectively use the system, and maintenance on all equipment including the removal and replacement of valve and controller components. B. Provide two (2) quick coupling valve keys and two (2) sets of automatic controller keys for each controller. This equipment shall be turned over to the Owner upon final acceptance of the work by the Owner. C. Provide a watering program to the Owner showing the scheduling or sequencing of the valves, including which valves may be run simultaneously, and a desirable timing program for each controller. The controllers shall be scheduled to prevent an excessive amount of head loss in the system. The program shall include suggested operating time for new planting and established growth. D. Operation and Maintenance Manuals - Prepare and deliver to the Consultant, within ten calendar days prior to completion of construction, two hard cover, three ring binders containing the followina information: 1. Index sheet stating Contractor's address and telephone number, list of equipment with name and addresses of local manufacturer's representative. 5jPage 99 99 00 - SPECIAL PROVISIONS 2. Catalog and parts sheets on each product and equipment type installed under this contract. 3. Guarantee statement. 4. Complete operating and maintenance instruction on all major equipment. 1.20 SITE OR FIELD VISITS BY THE CONSULTANT A. The Consultant will visit the site once to examine materials for type, size and character specified. The Consultant will also visit the site once to examine the installation and operation of the system. B. Should additional trips be required due to rejection of materials or improper or inadequate completion of the work, the costs of additional trips will be paid for by the Contractor. Such costs will include the Consultant's time, travel and other miscellaneous related expenses. PART 2 - MATERIALS 2.1 GENERAL All materials and accessories shall be of new and unused material. Any section of pipe found to be defective before or after installation shall be replaced with new pipe. All new irrigation equipment shall be essentially the standard product of the manufacturer. All new equipment furnished shall have in-service performance records sufficient to verify published capabilities. 2.2 PIPE AND FITTINGS A. PVC Pressure Main Line and Fittings: 1. Pressure main line piping shall be Schedule 40 PVC. Main line piping less than three (3) inches in diameter shall have solvent welded joints. Main line piping greater than three (3) inches in diameter shall be JM Ring-Tite gasketed bell joint pipe, or approved equal. 2. Pipe shall be made from NSF approved Type 1, Grade I PVC compound conforming to ASTM resin specification D1785. All pipes must meet the requirements of Federal Specification S-21-70. 3. PVC solvent -weld fittings shall be Schedule 40, 1-2; 11-1 NSF approved, conforming the ASTM test procedure D2466. 4. Solvent cement and primer for PVC solvent -weld pipe and fittings shall be of type and installation methods prescribed by the manufacturer. 5. All PVC pipe must bear the following markings: a. Manufacturer's name. b. Nominal pipe size. c. Schedule or class. d. Pressure rating in PSI. 6IPage 99 99 00 - SPECIAL PROVISIONS e. NSF (National Sanitation Foundation) approval. f. Date of extrusion. 6. All fittings shall bear the manufacturer's name of trademark, material designation, size applicable IPS schedule and NSF seal of approval. B. PVC Non -Pressure Lateral Line Piping: 1. Non -Pressure buried lateral line piping 3/4" in diameter and above shall be SDR 21 (200 PSI) PVC with solvent -weld joints. Laterals 1/2" in diameter shall be SDR 13.5 Class 315 PVC with solvent -weld joints. 2. Pipe shall be made from NSF approved, Type I, Grade II PVC compound conforming to ASTM resin specification D1785. All pipes must meet the requirements of Federal Specification PS-21-70 with an appropriate standard dimension ratio. 3. Except as noted in paragraphs above, pipe and fittings for PVC non -pressure lateral line piping will be the same as for solvent -weld pressure main line pipe and fittings as set forth in "PVC Pressure Main Line Pipe and Fittings" above. 2.3 CONTROLLER A. Contractor to coordinate with Waste Management connection to existing controller. B. The Owner's Representative shall approve the final location of controller prior to installation. 2.4 ISOLATION BALL VALVES All ball valves shall be thermoplastic manufactured to ASTM F 1970 and constructed from PVC Type I, ASTM D 1784 Cell Classification 12454 or CPVC Type IV, ASTM D 1784 Cell Classification 23447. All 0-rings shall be EPDM or genuine Viton®. All valves shall have Safe-T-Shear® stem with 0-ring stem seal. All handles shall be polypropylene. All union nuts shall have Buttress threads. All seal carriers shall be Safe-T-Blocked®. All valves shall be certified by NSF International for use with potable water. All 1/2" - 2" valves shall be pressure rated to 235 psi for water @ 73° F. All 2 �/2" — 4" and all flanged valves shall be rated to 150 psi for water @ 73° F. 2.5 ISOLATION GATE VALVES Gate valves shall have bell or spigot ends, flanges or screw joints as required for the piping in which they are installed. All gate valves shall be manufactured of brass conforming to the AWWA Standard C-500, or to Federal Specification WW-V-58, Class B. Gate Valves shall be designed for a minimum water working pressure of 150 psi. Gate valves shall have a clear waterway equal to the full nominal diameter of the valve and shall be opened by turning counterclockwise. 2.6 REMOTE CONTROL VALVES 7IPage 99 99 00 - SPECIAL PROVISIONS The remote control valves shall be of the type shown on the drawings, and shall be electrically operated, normally closed diaphragm type valves. Valves shall be slow opening and closing. Valves shall have a manual flow control and manual bleed plug. 2.7 QUICK COUPLING VALVES The quick coupling valves shall be of the type and size shown on the drawings. 2.8 REMOTE CONTROL WIRE A. Connections between the automatic controllers and the remote control valves shall be made with direct burial copper wire AWG-U.F. 600 volt. Pilot wires shall be different color wire for each automatic controller. Common wires shall be white with a different color stripe for each controller. Install in accordance with automatic controller manufacturer's specifications and wire chart. In no case shall wire size be less than, AWG #14 U.F. B. All wire shall be installed according to local electrical codes and must bear UL approved (Type UF) for direct underground burial. 2.9 CONTROL WIRE SPLICES Control wire splices shall be made with 3M-DBY wire connectors and sealant, or an approved equal. Connectors shall be of the proper size to match the wire. Only make wire splices in valve boxes or junction boxes approved by the Owner's representative. 2.10 VALVE BOXES Valve boxes for remote control valves and isolation valves shall be of type and size as shown in details. 2.11 ROTARY POP-UP HEADS Rotary pop-up heads shall be the type as shown on plans. Rotary pop-up heads shall be installed in a cyclolac case. Heads shall pop-up until the nozzle is a minimum of 3" above ground level. All internal parts shall be removable from above ground. See the Irrigation Legend on the plans for the performance data. PART 3 - INSTALLATION 3.1 GENERAL A. Provide a complete and properly functioning automatic irrigation system as indicated herein and on the Drawings. B. Unless otherwise specified or shown on the plans, the construction of irrigation lines shall include excavation and backfill, the furnishing, installing and testing or irrigation pipe and fittings, and electrical conductors and all other work in accordance with the plans and specifications. The irrigation system installation shall be coordinated with other construction activities. 8IPage 99 99 00 - SPECIAL PROVISIONS i C. All valves and other irrigation equipment shall be located in planting areas, unless otherwise noted on the Drawings. 3.2 PIPE AND FITTINGS A. PVC pipe, couplings and fittings shall be handled and installed in accordance with the manufacturer's recommendations. Each pipe length shall be properly spaced in jointing to allow for expansion and contraction. Piping will be snaked in trench as shown in the trenching details. If necessary, stakes are to be used to make pipe snake in trench. All stakes are to be removed, as the trench is backfilled. B. All laterals shall be installed with 12" minimum coverage over pipes at finish grade and all main lines with at least 18" minimum coverage. All lines shall have a minimum clearance of 6" from each other and from lines of other trades. Parallel lines shall not be installed directly over one another. C. Install concrete thrust blocks as indicated on the details in the drawings. Blocking shall be a minimum of 1.5 C.F. each. Set concrete blocking against undisturbed earth. D. The interior of the pipe shall be thoroughly cleaned of all foreign matter before being lowered into the trench, and shall be kept clean during laying operations by means of lugs or other approved methods. The pipe shall not be laid in water, or when trench or weather conditions are unsuitable for the work. Water shall be kept out of the trench until the joints are completed. When work is not in progress, open ends of pipe and fittings shall be securely closed so that no trench water, earth or other substance will enter the pipes or fittings. Any pipe that has the grade or joint disturbed after being installed shall be taken up and relayed. Fittings at bends in the pipe, and at the end of lines shall be firmly wedged against the vertical face of the trench by means of concrete thrust blocks. E. Joints in all screwed fittings shall be made by applying teflon tape on male threads. Use of pipe joint compound or similar substance is prohibited. F. After installation, the lines will be flushed until they are free of rocks, dirt, debris, etc., before the heads are installed. G. Pipes and/or sleeves placed underground and not immediately connected to other pipes shall be capped or plugged to prevent water and dirt from entering the pipe. Sleeves for wires shall be capped or sealed with mastic tape after wires have been installed. 3.3 AUTOMATIC CONTROLLER A. Controller shall be installed as per the manufactures specifications. B. All electrical wiring and connections shall be installed according to the local City and National Electrical Code. 3.4 ISOLATION BALL, GATE AND REMOTE CONTROL VALVES A. Install all new valves as indicated on the plans or as may be required for the proper control of the piping systems in which they are incorporated. Valves shall be set vertically. Wage 99 99 00 - SPECIAL PROVISIONS Valves shall be set as shown on the drawings and as approved by the Owner's representative. B. Control valves shall be adjusted to give the correct pressure at the spray head. C. Teflon tape is to be used on all male threads when installing valves. D. All valve boxes are to be left in a clean condition, providing ready access to valves. 3.5 QUICK COUPLING VALVES Quick coupling valves shall be installed in a vertical position as shown in the details and at locations shown on the plans. 3.6 REMOTE CONTROL WIRE A. Connections between the automatic controllers and the remote control valves shall be made with direct burial copper wire AWG-U.F. 600 volt. Pilot wires shall be different color wire for each automatic controller. Common wires shall be white with a different color stripe for each controller. Install in accordance with valve manufacturer's specifications and wire chart. In no case shall wire size be less than, AWG #14 U.F. B. All wire shall be installed according to local electrical codes and must be insulated with PVC and bear UL approved (Type UF) for direct underground burial. 3.7 CONTROL WIRE SPLICES Only make wire splices in valve boxes or junction boxes approved by the Owner's representative. 3.8 VALVE BOXES Valve boxes shall be installed in an accessible place as shown on plans. All valve box covers, valve boxes, etc. shall be placed so the edges are parallel or perpendicular to adjacent hard edges. Top of all boxes shall be 1" above finished grade. Top surface of boxes shall be installed so that a smooth surface is created in relation to existing grade. 3.9 IRRIGATION HEADS Irrigation heads shall be installed in plumb position at intervals not to exceed those shown and in the approximate location and configuration shown on the plans. Head swing joints, risers and flexible connectors shall be as shown on the details. All nipples shall be the minimum length required to allow irrigation head adjustment motion without including load on the supply pipe. Irrigation heads shall be installed as detailed on the plans. 3.10 TRENCH EXCAVATION AND BACKFILL A. The Contractor shall perform all excavation to the depth indicated in these specifications and plans. All excavated material not required for fill or backfill shall be removed from the site. The banks of trenches shall be kept as nearly vertical as practicable. Trenches shall be wide enough to permit proper placing of pipe. Where rock excavation is required, or where stones are encountered in the bottom of the trench, the rock or stones l01Page 99 99 00 - SPECIAL PROVISIONS shall be removed to a depth of four (4) inches minimum below the trench depth indicated. The over -depth rock excavation and all excess trench excavation shall be backfilled with loose, moist earth or sand, thoroughly compacted. Whenever soil, which is wet or otherwise incapable of supporting the pipe is encountered in the trench bottom, such soil shall be removed to a depth and length required and the trench backfilled to trench bottom grade as hereinafter specified, with coarse sand, fine gravel or other suitable material. B. Bottom of trench grade shall be continued past ground surface deviations to avoid air pockets and low collection points in line. The minimum cover specifications shall govern regardless of variations in ground surface profile and occasional deeper excavation required at banks and other field conditions. Excavation shall be such that a uniform trench grade variation will occur in all cases where variations are necessary. In no case shall the angle of deflection from one pipe length to another exceed 5 degrees. C. Trench excavation shall consist of the satisfactory removal and disposition of all materials, and shall include all shoring and sheeting required by state and local regulations to protect the excavation and to safeguard employees. D. During excavation, materials suitable for backfilling shall be stockpiled in an orderly manner a sufficient distance back from edge of trenches to avoid overloading and prevent slides or cave-ins. No excavated materials shall be placed within or permitted to fall upon roadways. E. The trenches shall be carefully backfilled with the excavated materials approved for backfilling, consisting or earth, loam, sandy clay, sand, or other approved materials, free from large clods of earth or stone. Rock, broken concrete or pavements and large boulders shall not be used as backfill material. The backfill shall be thoroughly compacted and evened off with the adjacent soil level. Any materials not suitable for backfill shall be removed from the site and disposed of. F. Select fill dirt or sand shall be used if soil conditions are rocky. In rocky areas the trenching depth shall be four inches below normal trench depths to allow for this bedding. The fill or dirt or sand shall be used in filling four inches above the pipe or wires. The remainder of the backfill shall contain no lumps or rocks larger than one inch. The top six inches of backfill shall be free of rocks, subsoil or trash. G. Backfill shall be placed in layers; the thickness of the layers shall depend on the nature of the material and the method of compaction used. Compaction shall be accomplished in such a manner as to assure that there will be no future subsidence. H. Any trenches improperly backfilled, or where settlement occurs, shall be reopened to the depth required for compaction, then filled and compacted with the surface restored to the required grade and left in a completed surface condition as described above. All excavation and backfill shall be unclassified and covered in the base bid. No additional charges will be allowed for rock encountered. 3.11 LEAK TEST 111Page 99 99 00 - SPECIAL PROVISIONS A. When the main line or sections of the main line, laterals, swing joints and valves have been installed, the system (or section) will be thoroughly flushed. The system (or section) will then be pressurized for 8 hours at the operating pressure. B. All joints and connections shall be pressure tested and checked for leaks prior to backfilling. C. All lateral lines, from the control valve to the spray head, shall be tested, for an operating period of 8 hours by capping the pipe at the sprinkler head and pressurizing the pipe. D. Any leakage found will be repaired and retested for another 8-hour period prior to backfilling. 3.12 CLEANING AND FLUSHING SYSTEM After pipe, fittings, and valves have been installed and connections made to the water source, flush pipes several times until free of all rocks, dirt, trash, pipe shavings or debris before installing heads. After the pipe has been thoroughly flushed, start installing the heads with the water running, beginning with the one nearest the valve and working toward the ends of the laterals forcing the water and any debris left in the pipe out the last head connection. After the heads have been installed the system is to be operated several times before final inspection. The heads shall also be cleaned or replaced if necessary before final inspection. 3.13 PLANT MATERIALS Where it is necessary to excavate adjacent to plant materials, the Contractor shall use all possible care to avoid injury to plants and plant roots. Excavation in areas where two (2) inch and larger roots occur shall be done by hand. All roots two (2) inches and larger in diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where a trencher is run close to plants having roots smaller than two (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through. Roots one (1) inch and larger in diameter shall be painted with two coats of Tree Seal, or equal. Trenches adjacent to plant should be closed within twenty-four (24) hours; and where this is not possible, the side of the trench adjacent to the plant shall be kept shaded with burlap or canvas. No trenching shall occur within 8' of existing trees if heads occur closer than 8' to an existing tree, the lateral trench shall be cut radial to the trunk. 3.14 TEMPORARY REPAIRS The Owner reserves the right to make temporary repairs as necessary to keep the irrigation system equipment in operating condition. The exercise of this right by the Owner shall not relieve the Contractor of his responsibilities under the terms of the guarantee as herein specified. 3.15 CLEANUP 12IPage 99 99 00 - SPECIAL PROVISIONS A. Make final cleanup of all parts of the work before final acceptance. This cleanup shall include removal of all construction materials and equipment, and in general leaving the site in an orderly and finished appearance. B. The Contractor shall also remove from the site any rock or extra soil resulting from this contract and he shall restore the site to its original condition or better. 9999.0003 BID ITEM — Electrical (PRV) Furnish and Install see plans) Items shall be in accordance with City's approved product list. It is understood that the Contractor will be responsible for furnishing and installing these items. This bid item will be paid for by the lump sum. The price bid as shown in the proposal will be full payment for all materials including all labor, equipment, tools and incidentals This bid item includes the following parts: 1) Electrical (panels, conduit, etc.) as per plans 9999.0004 BID ITEM — Instrumentation (PRV) (Furnish and Install see plans) Items shall be in accordance with City's approved product list. It is understood that the Contractor will be responsible for furnishing and installing these items. This bid item will be paid for by the lump sum. The price bid as shown in the proposal will be full payment for all materials including all labor, equipment, tools and incidentals This bid item includes the following parts: 1) Instrumentation per plans (Programming will be provided by the City) 9999.0005 BID ITEM — Reinforced Concrete Vault Structure per plans (PRV) Item will be in accordance to SECTION 03 30 00 CAST -IN -PLACE CONCRETE and paid for by the lump sum. The price bid as shown in the proposal will be full payment for all materials including all labor, equipment, tools and incidentals necessary to complete the work. The following parts are included in this bid item: 1) Reinforced Concrete Structure per plans 2) Pipe support (verify with pipe manufacture) a. Adjustable pipe saddle support, Grinnel Fig 264 or Approved equal. b. Stanchion and base plate, Grinnel Fig 63 Type T or Approved equal. 3) Aluminum Ladder per plans 4) Bilco Access Opening per plans 5) Vault Lights (LED wall mounted enclosed and gasketed fixture. For wet location. Provide a tempered globe and guard (120V) 6) Ventilation Fan (Per manufactures recommendation) 9999.0006 BID ITEM — PRV Equipment (Install only material provided by City see sheet 31) (PRV) Items shall be in accordance with City's approved product list. It is understood that the City will purchase these items and provide the material to the Contractor to be installed by the Contractor. This item will be paid for by the lump sum. The price bid as shown in the proposal will be full payment for all labor, equipment, tools and incidentals including pick up 13IPage 99 99 00 - SPECIAL PROVISIONS of materials from the City necessary to complete the work. The following bid items are includes but not limited to the following: 1) RTU 2) Pressure Reducing Valve 3) Mag meter 4) Electric valve actuator 5) Pressure transmitters 6) Antenna tower 9999.0007 BID ITEM — PRV Equipment (Furnish and Install see sheet 31) Items shall be in accordance with City's approved product list. It is understood that the Contractor will be responsible for furnishing and installing these items. This bid item will be paid for by the lump sum. The price bid as shown in the proposal will be full payment for all materials including all labor, equipment, tools and incidentals This bid item includes the following parts: 1) Submersible Pump with Float Switch (Hydromatic Model SD33 Submersible Pump or approved equal) 2) Ductile Iron Pipe Couplings per plans 9999.0096 PRE -BID ITEM — Paving Construction Allowance Pre -bid item shall be in accordance with City's requirements per: https://proiectpoint. buzzsaw.com/client/fortworthgov/Resources/02%20- %20Construction%20Documents/Chance%20Order,%20Field%20Order/Electronic%20Cons truction%20Allowance%20User%20Guide. pdf 14IPage Details CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Westside III & IV Water Main Connection City Project No. 01988 THERMITE BRAZED CONNECTIONS (TYP. 4 PLACES) PER 31 04 10-D142 E9RTRT WOBr NO. 2 AWG, STRANDED COPPER THHN INSULATION BOND WIRES NOTE: 1. BOND WIRES SHALL BE PLACED A MINIMUM OF 6' APART. CITY OF FORT WORTH, TEXAS ELECTRICAL BONDING ACROSS FLANGE REVISED: 08-31-2012 33 04 10-D140 FINAL GRADE r�=-�-rr-r�^i ter► b- ^�-� �-�-r �.� WATER MAIN GATE VALVE PER 3312 20-D126 N0. 2 AWG, STRANDED COPPER THHN INSULATION BOND WIRES THERMITE BRAZED CONNECTIONS (TYP. 4 PLACES) PER 31 04 10-D142 NOTE: 1. BOND WIRES SHALL BE PLACED A MINIMUM OF 6" APART. CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012 ELECTRICAL BONDING ACROSS VALVE 33 04 10-D141 REMOVE PIPELINE COATING, FILE PIPE TO BRIGHT METAL AND DRY ANY MOISTURE WITH A TOWEL. 3" TO 4" STEP 1 REMOVE SLAG WITH HAMMER STEP 4 STRIP INSULATION FROM WIRE (SEE NOTE NO. 1) _ STEP 2 COAT CONNECTION WITH BITUMINOUS COMPOUND AND APPLY THERMITE WELD CAP STEP 5 NOTES: 1. WHEN #14 SOLID TO STRANDED TO #10 SOLID WIRE IS USED, IT WILL BE NECESSARY TO INSTALL A COPPER SLEEVE OF ADEQUATE SIZE OVER BARE SECTION OF WIRE BEFORE CONNECTION IS ATTEMPTED. 2. THERMITE BRAZED PROCEDURES SIMILAR FOR "L" BRACKETS. 3. REPAIR ALL DAMAGE TO COATING AND LINING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS FORT WORTH SEE INSERT // // // // // HOLD WELDER FIRMLY IN PLACE WHILE MAKING CONNECTION r.)// APPLY SPARK GUN AWAY FROM OPERATOR I\ HANDLE STEP 3 GRAPHITE MOLD STARTING POWDER %!1 WELD METAL �'%E-A�•// , METAL DISK CITY OF FORT WORTH, TEXAS THERMITE BRAZED CONNECTION DETAIL INSERT EXPOSED COPPER WIRE PIPE SURFACE REVISED: 08-31-2012 33 04 10-D142 BONDING WIRES, #2 AWG/THHN INSULATION PIPE oKir,rWo THERMITE BRAZED CONNECTIONS (TYP. 4 PLACES) PER 31 04 10-D142 PIPE NOTE: 1. BOND WIRES SHALL BE PLACED A MINIMUM OF 6" APART. CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012 BELL AND SPIGOT BONDING 33 04 10-D143 LYTHERM FILLER STRIP 1/8" RADIUS J T=10 GA. 1/4" 3—BONDING CLIPS REQUIRED PER JOINT, SEE INSERT "A" FULL FILLET WELDS AT PLANT 1/8" RADIUS PT "A" 7/8" NON —SHRINK GROUT, APPLIED IN FIELD I e• .. I� 1• NOTES: 1. STEEL BONDING CLIP: MATERIAL SPECIFICATION ASTM A36 (COMMERCIAL QUALITY) CUT LENGTH 2 1/2" f 1/16" WIDTH 1 1/4" ± 1/16" 2. LYTHERM FILLER STRIP TO BE 1" x 1 1/2" WIDE TO OVERLAP SIDES OF CLIP. 3. CRIMP JUMPER OVER FILLER AT "A" TO COMPRESS FILLER CLOSE AT PT. "A" AS MUCH AS POSSIBLE WITHOUT CUTTING FILLER PAD. 4. BONDING CLIP TO BE INSTALLED IN THE INTERIOR OF PIPE FOR DIAMETERS LARGER THAN 30". FOR 30" AND SMALLER, BONDING CUP IS TO BE INSTALLED ON EXTERIOR OF PIPE. 5. ARRANGE BONDING CLIPS ON TOP OF PIPE, 12 INCHES APART. 6. THREE REQUIRED PER JOINT (TYPICAL). C STEEL BONDING CLIP SIZED SPIGOT RING CARNEIGE SHAPE FORT WORTH 1-1/2" SIZED BELL RING l/— /— RUBBER GASKET /.' ... e d FULL FILLET WELDS N AT PLANT NON —SHRINK GROUT PLACED IN FIELD 1 /2" f CLEAR OF PIPE O.D. AS REQUIRED TOP C. NOTE: TYPICALLY THREE REQUIRED PER JOINT C"L" BRACKET CITY OF FORT WORTH, TEXAS BONDED JOINT -LINED CYLINDER PIPE NON —SHRINK GROUT PLACED IN FIELD AFTER CONNECTION HAS BEEN MADE PIPE EXTERIOR STEEL CYLINDER/STEEL PIPE 0 3/16 V CEMENT MORTAR LINING REVISED: 08-31-2012 33 04 10-D144 #2 AWG STRANDED COPPER, THHN INSULATED BOND WIRE #6 AWG STRANDED COPPER, THHN INSULATED BOND WIRE #12 AWG STRANDED COPPER, THHN INSULATED BOND WIRES THERMITE BRAZED CONNECTIONS (TYP. 8 PLACES) PER 31 04 10-D142 MECHANICAL COUPLING (TO BE WRAPPED WITH PETROLATUM TAPE) NOTE: 1. BOND WIRES SHALL BE PLACED A MINIMUM OF 6" APART. CITY OF FORT WORTH, TEXAS MECHANICAL COUPLING BONDING REVISED: 08-31-2012 33 04 10-D145 O BOLT TIGHTENING SEQUENCE NOTE 1. ONCE ISOLATION FLANGE KIT HAS BEEN INSTALLED, A TEST SHALL BE PERFORMED TO ASSURE PIPELINE JOINT IS ISOLATED ONE SIDE FROM THE OTHER PRIOR TO BURYING INSULATING WASHER STEEL WASHER - C TYPE "E" INSULATING GASKET, PIPELINE SEAL OR APPROVED EQUAL STEEL WASHER INSULATING WASHER INSULATING SLEEVE INSULATING SLEEVE AND ACCESSORIES-ISOME I KIC VIEW INSULATING WASHER WASHER FLANGE NUT -) EXISTING WATER MAIN INSULATING GASKET FLANGE OPROFILE VIEW INSULATING SLEEVE IUUIIUUIIIIIII FLANGE BOLT NEW WATER MAIN CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012 ISOLATION FLANGE ASSEMBLY 33 04 10-D146 CONCRETE COLLAR PER 33 12 20-D126 TERMINAL PANEL, SEE DETAIL "A" 3" OF CRUSHED ROCK PER SECTION 33 05 10 BLUE #14 AWG WITH HMWPE INSULATION NOTE: 1. PROVIDE SUFFICIENT SLACK IN CABLES TO ALLOW REMOVAL OF TERMINAL PANEL FROM VALVE BOX. CAST IRON LID MARKED "CP-TEST" FINAL GRADE CONCRETE VALVE BOX, 10.25"0 x 12" DEEP, (INSIDE DIMENSIONS) WHITE #12 AWG LEAD WIRES. 2' SEPARATION REQUIRED /1 \TTHERMITE BRAZED CONNECTIONS (TYP. 2 PLACES PER 31 04 10-D142 /00 A PROTECTED PIPELINE PERMANENT Cu/CuSO4 REFERENCE CELL A T & B STA-KON TERMINAL CONNECTOR #C10-14 (TYP. 3 PLACES) #14 AWG BLUE B (REFERENCE CELL) MACHINE SCREWS, WASHER. AND HEX NUTS LEXAN TERMINAL BOARD #12 AWG WHITE #12 AWG WHITE (PROTECTED PIPELINE) (PROTECTED PIPELINE) L �_ _l_ 1 ®DETAIL TERMINAL PANEL CITY OF FORT WORTH, TEXAS FLUSH MOUNTED POTENTIAL TEST STATION REVISED: 08-31-2012 33 04 11-D147 CONCRETE COLLAR PER 33 12 20-D126 TERMINAL PANEL, SEE DETAIL "A" 3" OF CRUSHED ROCK — PER SECTION 33 05 10 THERMITE BRAZED CONNECTIONS (TYP. 2 PLACES) PER 31 04 10-0142 CAST IRON LID MARKED r "CP-TEST" \Al \B PROTECTED PIPELINE FINAL GRADE CONCRETE VALVE BOX, L 10.25b+ x 12" DEEP, (INSIDE DIMENSIONS) T & B STA-KON TERMINAL CONNECTOR #C10-14 — (TYP. 6 PLACES) #12 AWG WHITE (PROTECTED PIPELINE) #12 AWG RED (FOREIGN STRUCTURE) #8 AWG WHITE (PROTECTED PIPELINE) — — IE FOREIGN STRUCTURE FOREIGN STRUCTURE d LEXAN TERMINAL BOARD MACHINE SCREWS, — WASHER, AND HEX NUTS \\ - — #12 AWG RED (FOREIGN STRUCTURE) O l_ 1 1 1 1 A DETAIL TERMINAL PANEL NOTES: 1. APPROVAL FROM FOREIGN PIPELINE COMPANY MUST BE OBTAINED PRIOR TO MAKING ANY CONNECTIONS TO FOREIGN PIPELINE. 2. PROVIDE SUFFICIENT SLACK IN CABLES TO ALLOW REMOVAL OF TERMINAL. PANEL FROM VALVE BOX. 3. TEST STATION SHALL BE MOUNTED DIRECTLY ABOVE THE NEW WATER LINE. 4. FOR MORE THAN TWO (2) FOREIGN LINES, INSTALL A COTTBOX TYPE TEST STATION. (UP TO 20 TERMINALS). — #8 AWG RED (FOREIGN STRUCTURE) CITY OF FORT WORTH, TEXAS FLUSH MOUNTED FOREIGN LINE TEST STATION REVISED: 08-31-2012 33 04 11-D148 FINAL GRADE 3' 2' (MIN.) •2r a BIGTEST,STATION MODEL 300-SPC, DETAIL "A" - 3" DIA. CONDUIT 12" DIAMETER CONCRETE COLLAR VA LEADS TO PIPELINE T & B STA-KON TERMINAL CONNECTOR #C10-14 - (TYP. 3 PLACES) #12 AWG WHITE (PROTECTED PIPELINE) #14 AWG BLUE (REFERENCE CELL) L NOTE: 1. POLE MOUNTED TEST STATIONS TO BE UTILIZED ONLY WHERE INDICATED ON THE DRAWINGS. 10" LONG CONDUIT ANCHOR F9ORTH MACHINE SCREWS, - WASHER, AND HEX NUTS LEXAN TERMINAL - BOARD _ #12 AWG/HMWPE WHITE (PROTECTED PIPELINE) L 1 l 1 1 J A DETAIL TERMINAL PANEL CITY OF FORT WORTH, TEXAS POLE MOUNTED TEST STATION ASSEMBLY REVISED: 08-31-2012 33 04 11-D149 CONCRETE COLLAR PER 33 12 20—D126 TERMINAL PANEL, SEE DETAIL "A" 3" OF CRUSHED ROCK _ PER SECTION 33 05 10 CAST IRON LID MARKED "CP—TEST" FINAL GRADE �--7 CONCRETE VALVE BOX, L 10.25"6 x 12" DEEP, (INSIDE DIMENSIONS) //A, UNPROTECTED OR EXISTING PIPELINE THERMITE BRAZED CONNECTIONS (TYP. 4 PLACES) PER 31 04 1D—D142 PROTECTED OR NEW PIPELINE ISOLATION FLANGE, PER 33 04 10—D146 FQRT T Sc B STA—KON TERMINAL. CONNECTOR #C10-14 — (TYP. 4 PLACES) #6 AWG BLACK (UNPROTECTED OR EXISTING PIPELINE) #12 AWG BLACK (UNPROTECTED OR EXISTING PIPELINE) L1 A DETAIL TERMINAL PANEL MACHINE SCREWS, WASHER, AND HEX NUTS LEXAN TERMINAL BOARD #6 AWG WHITE (PROTECTED OR NEW PIPELINE) #12 AWG WHITE (PROTECTED OR NEW PIPELINE) NOTE: 1. PROVIDE SUFFICIENT SLACK IN CABLES TO ALLOW REMOVAL OF TERMINAL PANEL FROM VALVE BOX. 2. #12 AWG SHALL BE SOLID SINGLE CONDUCTOR WIRE. 3. #6 AWG SHALL BE STRANDED SINGLE CONDUCTOR WIRE. CITY OF FORT WORTH, TEXAS FLUSH MOUNTED FLANGE INSULATION TEST STATION REVISED: 08-31-2012 33 04 11-D150 CONCRETE COLLAR PER 33 12 20-Di26 TERMINAL PANEL, SEE DETAIL "A" 3" OF CRUSHED ROCK PER SECTION 33 05 10 #12 AWG TW SOUD {� SINGLE CONDUCTOR WIRE WHITE TW INSULATION THERMITE BRAZED CONNECTIONS (TYP. 8 PLACES) PER 31 04 10-D142 CAST IRON UD MARKED "CP-TEST" FINAL GRADE RpAD OR RAILROAD .4./. V///-//////7/1//Pi////I \ 3>>4 CONCRETE VALVE BOX, TERMINAL PANEL, SEE DETAIL "A" 10.25"0 x 12" DEEP, 3" OF CRUSHED ROCK (INSIDE DIMENSIONS) PER SECTION 33 05 10 CONCRETE COLLAR PER 33 12 20-D126 YELLOW YELLOW TW INSULATION TW INSULATION CASING PIPE T & B STA-KON TERMINAL CONNECTOR - #C10-14 (TYP. 4 PLACES) #12 AWG WHITE (PROTECTED PIPELINE)- #12 AWG WHITE (PROTECTED PIPELINE) MACHINE SCREWS, - WASHER, AND HEX NUTS L 1 1 1 l ODETAIL TERMINAL PANEL LEXAN TERMINAL BOARD #12 AWG YELLOW (CASING) #12 AWG YELLOW (CASING) 8 CAST IRON LID MARKED r "CP-TEST" r FINAL GRADE CONCRETE VALVE BOX, L 10.25"0 x 12" DEEP, (INSIDE DIMENSIONS) S12 AWG 7W SOLJD INGLE CONDUCTOR WIRE WHITE TW INSULATION PROTECTED PIPELINE NOTE: 1. PROVIDE SUFFICIENT SLACK IN CABLES TO ALLOW REMOVAL OF TERMINAL PANEL FROM VALVE BOX. CITY OF FORT WORTH, TEXAS FLUSH MOUNTED CASED CROSSING TEST STATION REVISED: 08-31-2012 33 04 11-D151 CONCRETE COLLAR PER 33 12 20-D126 TERMINAL PANEL, SEE DETAIL "A" 3" OF CRUSHED ROCK _ PER SECTION 33 05 10 #8 AWG COLLECTOR CABLE BLACK (LOOP) ANODES (SIZE, MATERIAL AND QUANTITY AS SPECIFIED) ANODES TO BE INSTALLED AT STRUCTURE DEPTH IN A HORIZONTAL POSITION AND A MINIMUM OF 5 FEET FROM PIPELINE CAST IRON LID MARKED "CP-TEST" FINAL GRADE CONCRETE VALVE BOX, 10.25"0 x 12" DEEP, (INSIDE DIMENSIONS) THERMITE BRAZED CONNECTIONS (TYP. 2 PLACES) PER 31 04 10-D142 B Cu/CuSO4 REFERENCE CELL NOTE: 1. PROVIDE SUFFICIENT SLACK IN CABLES TO ALLOW REMOVAL OF TERMINAL PANEL FROM VALVE BOX. T & B STA-KON TERMINAL CONNECTOR #C10-14 - (TYP. 5 PLACES) #12 AWG WHITE - (PROTECTED PIPELINE) #8 AWG COLLECTOR CABLE _ BLACK (LOOP) 0.01 OHM WIRE SHUNT MACHINE SCREWS, - WASHER, AND HEX NUTS LEXAN TERMINAL BOARD #12 AWG WHITE (PROTECTED PIPEUNE) #14 AWG BLUE - (REFERENCE CELL) L,L111J A DETAIL TERMINAL PANEL CITY OF FORT WORTH, TEXAS MAGNESIUM ANODE INSTALLATION TEST STATION REVISED: 08-31-2012 33 04 12-D152 - ANODE TEST STATION NEW WATER LINE #8 AWG COLLECTOR CABLE (LOOP) ��— IN 1" SCH. 40 PVC CONDUIT FROM WATER UNE TO FIRST ANODE #8 AWG/HMWPE 10' COLLECTOR CABLE ANODE — (TYP.) 5 FT. (MIN.) 0 BURIED YELLOW WARNING TAPE (3" WIDE) THAT READS 'CAUTION BURIED CATHODIC PROTECTION CABLES BELOW" LOOPED #8 AWG/HMWPE HEADER CABLE. INSTALL LOOP 12' BELOW CABLE WITH ANOTHER CONNECTION. NOTES: 1. PROVIDE SUFFICIENT SLACK IN CABLES TO ALLOW REMOVAL OF TERMINAL PANEL FROM VALVE BOX. 2. ANODES TO BE INSTALLED AT STRUCTURE DEPTH IN A HORIZONTAL POSITION AND A MINIMUM OF 5 FT. FROM PIPELINE. ANODE LEAD TO HEADER CABLE SPLICE #12 AWG ANODE LEAD WIRE FINAL GRADE ' 24" I t 3D" 36" PREPACKAGED 60 LB. HIGH POTENTIAL MAGNESIUM ANODE SPECIAL BACKFILL CLOTH BAG 64" OSECTION CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012 ANODE INSTALLATION PLAN 33 04 12-D153 CONCRETE COLLAR PER 33 12 20-D126 TERMINAL PANEL, SEE DETAIL "A" 3" OF CRUSHED ROCK _ PER SECTION 33 05 10 THERMITE BRAZED CONNECTIONS (TIP. 2 PLACES) PER 31 04 10-D142 PROTECTED PIPELINE T & B STA-KON TERMINAL CONNECTOR #C10-14 (TYP. 3 PLACES) #12 AWG WHITE (PROTECTED PIPELINE) #14 AWG BLUE (REFERENCE CELL) CAST IRON LID MARKED "CP-TEST" r FINAL GRADE CONCRETE VALVE BOX, L 10.25"2 x 12" DEEP, (INSIDE DIMENSIONS) A DETAIL TERMINAL PANEL 12.0" r Cu/CuSO4 REFERENCE CELL MACHINE SCREWS. - WASHER, AND HEX NUTS LEXAN TERMINAL BOARD #12 AWG WHITE (PROTECTED PIPELINE) NOTE: 1. PROVIDE SUFFICIENT SLACK IN CABLES TO ALLOW REMOVAL OF TERMINAL PANEL FROM VALVE BOX. 6.0" #14 AWG HMWPE .062 INSULATION (BLUE) WIRE NYLON CABLE TIE BENTONITE/COPPERSULFATE THIXOTROPIC GEL 50% BENTONITE 50% PLATING GRADE COPPER SULFATE CRYSTALS GELLED WITH COPPER SULFATE SATURATED DEIONIZED WATER MICRO PORE GEOTEXTILE FILTRATION BAG 1 FINAL GRADE REFERENCE ELECTRODE INSTALLED AT PIPELINE CENTERLINE DEPTH (12" MIN. FROM PIPE) TYP. 12" MIN. CITY OF FORT WORTH, TEXAS PERMANENT REFERENCE CELL ELECTRODE INSTALLATION REVISED:08-31-2012 33 04 12-D154 rE BOLT HOLE 27' * )62' EE BDLTJ HOLE LENGTH 8• 2 36" O.D. END VARIES or-75' A TYPE RISE LENGTH 22B 5'6' 8' 23A 56' 10' 24A 5'6' 12' 25A 5'6' 15' 25 3' 15' TRUSS TYPE LUMINAIRE SUPPORT ARM POLE 96. -SE8' CTIN STORAIGHT 4't2' .2 36. 0.D. END hC BOLT HOLE TYPE 33A ARM • TYPE 33B ARM 96' 8' STRAIGHT_ SEC110N SINGLE MEMBER LUMINAIRE SUPPORT ARM SINGLE PIECE STEEL POLE + POLE SHAFT SHAFT DIAMETER DRILLED GAUGE SHAFT TYPE LENGTH BOTTOM TOP FOUNDATION 11 24.0' 7.0' 3.5' 11 `TYPE 1 fr- e 27.5' 8.0' 4.22' 11 •TYPE 2 18 33.5' 6.5' 5.17' 11 •TYPE 3 18A 46' 10.0- 5.74' 11 'TYPE 6 19 27.5' 11.D' 7.15' 7 •TYPE 8 • PER 34 41 20-D622 ///--- 4"xe' HANDHOLE / WI1H 1£' TAPPED / HOLE FOR GROUND POLE 4'xe HANDHOLE WITH Y5' TAPPED HOLE FOR GROUND 1 BASE PLATE _a GROUND LINE 1i 4 GROUND UNE SINGLE PIECE STEEL POLE SHAFT FOR POLE TYPE No's 8, 11, 18, 18A & 19 EMBEDDED STEEL POLE FORT WORTH 4't2' 167x10' GALVANIZED STEEL MACHINE BOLT 56" DOUBLE COIL GALVANIZED STEEL WASHER 2-Y.'x13fa HOLE 50UARE WASHER 72' LAG SCREWS 6 FOOT WOOD POLE MOUNT BRACKET WOOD POLE ARM MOUNTING DETAIL SEE WOOD POLE MOUNTING DETAIL 4 GROUND UNE TIMBER POLE 18' DOUBLE ARM IF SPECIFIED 6' 4"x8' HANOHOLE WITH 34' TAPPED HOLE FOR GROUND 30" COBRA HEAD FIXTURE DETAIL NOTE 1. COBRA HEAD STYLE STREET LUMINAIRE ASSEMBLY AND GLOBE EQUAL TO AMERICA ELECTRIC LUMINAIRE WITH 4 BOLT MOUNTING AND ADVANCE BALLAST PT # 115 10SXHMT1R3DG48, 115 20SCAMT1R30G48, 115 17MCAMT1R30048, OR APPROVED EQUAL 9' 236' 0.D. MTG. HGT. AS SPECIFIED 5' RISE A80VE HORIZONTAL y , DOUBLE S OR 9' SPAN DAVIT POLES SHALL BE 2 PIECE POLES • SINGLE PIECE DAVIT POLE MOUNTING MINIMUM TYPE SHAFT GAUGE HE IGHT T SPAN AT (MIN.) Fr.BASE D25-6 25 7.5" 6' 411 030-6 30 8.0' 6' 411 40 FT. DAVIT ARD 040-9 40 I 9.5" N/A 411 D40-9 N/A I N/A 9' 411 D UBLE D MT AR 040-9T N/A I N/A I 9' I 411 • PER 34 41 20-0622 GROUND LINE DAVIT POLE CITY OF FORT WORTH, TEXAS STREET LUMINAIRE POLE AND FIXTURE DETAILS DRILLED SHAFT FOUNDATION TYPE •T1PE 4 •TYPE 2 `TYPE 5 N/A N/A REVISED: 08-31-2012 34 41 20-D621 GRILLED SHAFT FOUNDATION GROUND CLAMP DIM "CC' CLEARANCE DIA. FOR LOCATION OF CONDUIT GROUND ROD 86 GROUND WIRE 1/2" PVC CONDUIT 2" PVC CONDUIT LEVEUNG NUT LEAVE GAP UNDER NUT FINISHED GRADE (GRASS) iter 2" CONDUIT 58" x 8' COPPER -CLAD STEEL GROUND ROD UNDISTURBED EARTH CONCRETE LOOSE DIRT, WATER, AND DEBRIS TO BE REMOVED PRIOR 70 CONC. POUR PLAN VIEW (ENLARGED) "BB" UNE THROUGH ANCHOR BOLTS PLAN FOUNDATION DETAIL SEE ANCHOR BOLT SCHEDULE -TOP OF FOUNDATION MUST BE LEVEL -ANCHOR BOLT 3/4' CHAN DRILLED SHAFT DIA. Fl EVASION FOUNDATION DETAIL 24' MINIMUM (OR AS DIRECTED BY INSPECTOR) 24" 6" PITCH TYPE N0. 47 49 51 ANCHOR BOLT SCHEDULE BOLT DIA. (IN.) 1 1 1/2" 1/4" LENGTH L" (IN.) 36 54 48 HOOK H" (IN.) 4 6 THREAD (IN.) 9 HEIGHT ABOVE FOUNDATION 4 1/2" 7' 5 1/4' N01ER 1. IF ROCK IS ENCOUNTERED, THE DRILL SHAFT SHALL EXTEND A MINIMUM OF TWO DIAMETERS INTO SOLID ROCK AND HAVE A MINIMUM OF 6 FEET SHAFT DEPTH FOR FIND. TYPE 3, 5. 6 AND 8. 2. ANCHOR BOLTS SHALL BE GALVANIZED THE FULL LENGTH. 3. SUPPLY 2 NUTS. 2 WASHERS & 1 LOCK WASHER WITH EACH ANCHOR BOLT. 4. REFER TO DECORATIVE POLE DETAIL SHEETS FOR FOUNDATION AND ANCHOR BOLT DETAILS. 5. FLATWORK NEEDS TO BE LEVELED OUT AT LOCATIONS OP POLE FOUNDATIONS • FOUNDATION SHALL BE 5' ABOVE HIGH SIDE CF FNISHED GRADE WHEN ON A SLOPE. [CURB SPIRAL, 2 FIAT TURNS TOP & 1 FLAT TURN BOTTOM. (SEE DESIGN TABLE FOR SIZE & PITCH). RINGS MAY BE USED INSTEAD OF SPIRALS. VERTICAL BARS (SEE DESIGN TABLES FOR SIZE & NUMBER) END. TYPE 2 3 4 5 6 7 8 10 11 12 ANCHOR ROD CONDUIT TOP OF PIER GROUT TO FILL VOID (LEAVE A WEEP HOLE) SDEWALK CONTINUOUS OVER TOP OF PIER GROUND R00 REINFORCING STEEL DRILLED SHAFT DIA. VERT. SPIRAL BARS & PITCH 24' 24" 24" 24" 30' 30' 24" 30" 30" 4-85 4-95 4-F5 4-#5 16-#5 16-d5 14-#5 6-#5 6-y5 18'4 113 AT 6' 18"x 93 AT 6" 18'4 93 AT 6' 18"x 93 AT 6' 24-x #3 AT 6' 24"x 93 AT 6" 18"x #3 AT 6" 24"x p3 AT 6" 24'x 93 AT 6' DRILLED SHAFT LENGTH (tEEl) 6 8 6 8 8 5 8 8 FOUNDATION DESIGN TABLE GROUND ROD SIZE ANCHOR BOLT DIA 5/8" x 8' 1' 5/8- x 8' 1' 5/8' x 8' 1" 5/8' x 8' 1" 5/8- x 8' 1 1/4" 5/8" x 8' 1 1/4" 5/8' x 8' 3/4" 5/8" x 8' 1 1/2' 5/8' x 8' 1 1/4- ANCHOR BOLT DESIGN ANCHOR BOLT TOTAL LENGTH 40' 40" 40" 40' 54" 54' 24' 60' 54" CONTRACTOR SHALL PLACE A CITY APPROVED PROTECTIVE COATING ON TOP OF THE FOUNDATION TO PROTECT THE ANCHOR BOLTS FROM MOISTURE SIDEWALK/PAVER FOUNDATION DETAIL FORT WORTH PAVER BASE ) / REBAR SPIRAL TYPE 5 FOUNDATION BOLT CIR 01A. 10' 11' 11 1/2' 10 1/2" 13' 13 1/2" 15' 15" 17 1/4' ANCHOR TYPE N0. 47 47 I 47 47 51 51 N/A 49 51 I CURB DISTANCE ACROSS BOLTS DIM. "BB' 7 1/16' 7 3/4" 8 1/8' 7 7/16" 9 3/16" 9 9/16" 10 5/8' 10 5/8' 12" 7 1/2' 6 1/2" 8 1/2' 9 1/2" 10' 10' 10' POLE DIM. 'CC" CLEARANCE DIA. FOR LOCATION OF CONDUIT 6 1/2" FOR POLE TYPE 11 7" 8 & 030-6 18 025-6 040-67, "D40-9 18A .A11/20 & +'A14/20 19, 41 418 STEEL POLE TYPE 1 STEEL POLE TYPE 4 STEEL POLE TYPE 7 FOUNDATION MEDIAN FOUNDATION DETAIL, CITY OF FORT WORTH, TEXAS STREET LUMINAIRE POLE FOUNDATION DETAILS REVISED: 08-31-2012 34 41 20-D622 POLYMER CONCRETE GROUND BOX MD COVER CONCRETE APRON OPENING AT END OF CONDUITS SHALL BE SEALED VJ1H DUCT SEAL PVC CONDUIT WA7H 90' ELBOW 1" CRUSHED STONE 1r --+{ TM/; I I i2" •3 x" CONCRETE APRON SECTION VIEW_ SHOWING DIMENSIONS OF BOX AND ACCOMPANYING FIELD INSTALLATION IDENTIFICATION PLATE POLYMER CONCRETE COVER LIFT EYE CONDUIT MAINTAIN MINIMUM CLEARANCE OF 8 BETWEEN BOTTOM OF UD AND TOP OF 2" CONDUIT. /`D PULL I NOMINAL GROUND BOX DIMENSIONS ABOX TYPE B I 15 A'I 25" I 16" 9"— 22 PVC CONDUIT WITH 90• ELBOW 4' 8" MIN. CRUSHED STONE NOMINAL COVEN DIMENSIONS D I E 13 N" 23 01 GROUND BOX DETAIL, NOTES 1. ALL BOXES SHALL MEET ALL TEST REQUIREMENTS OF THE LATEST SCTE 77 "SPECIFICATION FOR UNDERGROUND ENCLOSURE INTEGRITY FOR TIER 22 APPLICATIONS 2. BOTTOM EDGE OF BOX OR EXTENSION SHALL BE FOOTED WITH A MINIMUM 1 Ya" FLANGE 3. COVER LIFT EYE MOLDED WITH COVER. 4. COVER LETTERING: 1" INCISED LETTERS "DANGER HIGH VOLTAGE STREET UGHY. SEE DETAIL THIS SHEET. 5. COVER MUST BE SECURED VOTH "PENTA HEAD". STAINLESS SM. SELF CLEANING BOLTS AND NUTS. SEE DETAIL THIS SHEET. 6. THE GROUND BOXES FOR THIS PROJECT SHALL MEET THE REQUIREMENTS SHOWN ABOVE. THE CONTRACTOR WILL BE PERMITTED TO FURNISH LIKE MATERIALS OF ANY MANUFACTURER PROVIDED THEY ARE STAMPED AND CERTIFIED BY A PROFESSIONAL ENGINEER FROM OlE STATE OF TEXAS, OR VERIFIED BY A NATIONALLY RECOGNIZED INDEPENDENT TESTING LAB AND THEY ARE OF EQUAL OR BETTER QUALITY AND COMPLY WITH THE SPECIFICATIONS. REFER TO PLANS FOR CONDUIT SIZE 24' MIN (RESIDENTIAL) 35' MIN (ARTERIALS) BOLT TO ATTACH — TO GROUND BOX SKID RESIST. — POLYMER CONCRETE COVER NUT 4" MIN 3 )f CONCRETE APRON WITH 2 — 83 BARS AS SHOWN OR 6X6X/10 W.:K MESH_ ALL GROUND BOXES SHALL HAVE CONCRETE APRONS AT ALL 17' LOCATIONS. Tr?. 1I1 T TT FT 4-4 3.50' GROUND BOX COVER i("-7 LAG THREAD SELF C_EANING BOLT AND NUT FOR COVERS FINISHED GRADE FORT WORTH 112" TYP. ;y" X 4" UF11NG SLOTS BOLT TO ATTACH TO GROUND SOX NOTES: 1. TRENCH AUGNMENT SHALL BE AS STRAIGHT AS CONDIT10N5 PERMIT. ANY DEVIATIONS FROM PLANNED ALIGNMENT SHALL HAVE PRIOR APPROVAL BY THE PROJECT ENGINEER/INSPECTOR. ALL TRENCH CUTS SHALL BE IN ACCORDANCE WITH EXISTING SAFETY REGULATIONS IN EFFECT. 2. TRENCH BOTTOM SHOULD BE UNDISTURBED, TAMPED. OR RELATIVELY SMOOTH EARTH. WHERE EXCAVATION IS IN ROCK, THE CONDUIT SHOULD BE LAID ON A LAYER OF CLEAN BACKFILL 3.ALL BACKFILL SHOULD BE FREE OF DEBRIS OR OTHER MATERIAL THAT MAY DAMAGE THE CONDUIT SYSTEM OR CAUSE SETTLING. THE MATERIAL SHOULD FILL THE VOIDS AROUND THE CONDUIT TO PREVENT HOT SPOTS JJ SETDJNG. BACKFILL MATERIAL SHALL NOT EXCEED 1 INCH IN DIAMETER. 4. BACKFILL SHOULD DE ADEQUATELY COMPACTED. BACKFILL NOT UNDER PAVEMENT SHOULD BE COMPACTED TO THE DENSITY OF THE SURROUNDING UNDISTURBED SOIL BACKFILL UNDER PAVEMENT SHOULD BE COMPACTED TO NOT LESS THAN 95X OF THE DENSITY OF UNDISTURBED SOIL A5 DETERMINED BY ASTI. DESIGNATION D-696. 5.A 2500# OR 6000# PULL TAPE SHALL BE LEFT IN EACH CONDUIT. CONDUIT SHALL BE PLUGGED AT BOTH ENDS. 6. EACH RUN OF INSTALLED CONDUIT OF ALL TYPES WILL REQUIRE THAT A MANDREL CHECK BE MADE BY PULLING THROUGH THE ENTIRE LENGTH OF ALL CONDUITS IN THE INSTALLATION FOR FINAL INSPECTION. TRENCH REQUIREMENTS STREET LIGHT CONDUIT CITY OF FORT WORTH, TEXAS STREET LUMINAIRE CONDUIT AND GROUND BOX DETAILS REVISED: 02-04-2013 34 41 20-D624