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063978-PM1 - Construction-Related - Contract - Northwest ISD and Pogue Construction CO., LLC
CSC No. 63978-PM1 FORT WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF EA TON HIGH SCHOOL STADIUM ADDITION IPRC Record No. IPRC25-0018 City Project No.106072 FID No. 30114-0200431-106072-EO7685 File No. W-4017 X File No. 28465 Mattie Parker Jesus "Jay" Chapa Mayor City Manager Christopher P. Harder, P.E. Director, Water Department Lauren Prieur Director, Transportation and Public Works Department Prepared for The City of Fort Worth & Northwest Independent School District 2025 RLK Engineering, Inc. OF r � • +f • ROBERT B MORSE j i 98265 ' ' % ''wr ' j���'•'P�CISTER�'O •��.: +� & 5-20-26 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Page 1 of 5 Last Revised nn 11 13 hwitation to Bidders 034040M nn 21 1 ov-zrz� n3 i2490M v�rzvrzvzv 00 41 00 Bid Form 04/02/2014 00 42 43 Proposal Form Unit Price 05/22/2019 0043 13 Bid Bond 04/02/2014 0045 0 m T 0045 12 Prequalification Statement 09/01/2015 0045 13 03 0940M 00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 00 45-49 04 41/2&1-8 00 52 43 Agreement 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 0062 13 Performance Bond 01/31/2012 00 62 14 Payment Bond 01/31/2012 0062 19 Maintenance Bond 01/31/2012 007200 General Conditions 114� 007308 SupplementaFy Conditions 07ini 0073 10 Standard City Conditions of the Construction Contract for Developer Awarded Projects 01/10/2013 Division 01- General Requirements Last Revised 01 1100 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 08/30/2013 01 31 19 Preconstruction Meeting 08/30/2013 ni � PfejeetMeetings 07 01/204i �z 01 32 33 Preconstruction Video 08/30/2013 013300 Submittals 08/30/2013 0 35 i sSpeeial��et09/30/204- 01 45 23 Testing and Inspection Services 03/20/2020 01 50 00 Temporary Facilities and Controls 07/01/2011 01 5526 Street Use Permit and Modifications to Traffic Control 07/01/2011 0157 13 Storm Water Pollution Prevention Plan 07/01/2011 01 6000 Product Requirements 03/20/2020 01 66 00 Product Storage and Handling Requirements 04/07/2014 01 70 00 Mobilization and Remobilization 04/07/2014 01 7123 Construction Staking 04/07/2014 01 74 23 Cleaning 04/07/2014 01 77 19 Closeout Requirements 04/07/2014 017823 O eration and Maintenance Data 04/07/2014 01 7839 Project Record Documents 04/07/2014 CITY OF FORT WORTH EATON HIGH SCHOOL STADIUMADDITION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106072 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 5 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http://fortworthtexas.2ov/tpw/contractors/ Division 02 - Existing Conditions Last Revised 0241 13 Selective Site Demolition 12/20/2012 02 n 1 i n 12 QOQOn 0241 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 12/20/2012 0 3 n 1 1 1240/2412 03 3�for-1240/2012 in Division 26 - Electrical 26 05 00 Common Work Results for Electrical 11/22/2013 2605 10 Demolition for Electrical Systems 12/20/2012 26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012 26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2011 2 tiroGommunieations02 io�6 Division 31- Earthwork 31 1000 Site Clearing 12/20/2012 3123 16 Unclassified Excavation 01/28/2013 �i�3 Beffew n1i 3 34,1440 EmbaflkfflefAs OIAMA2013 11 25 nn 12QO/201 3—36- 0 Gabion-s 1 2 i�12 8 Ripfap 12i�12 Division 32 - Exterior Improvements 32-" 1 4Tempor-afy12QO/201 32 01 29 Concrete Paving Repair 12/20/2012 321 1 2- �rz� Flexible Ba&e (`�,,,,-�o� Q19W 0i r�-avrav�z 32 11 29 Lime Treated Base Courses 12/20/2012 3 GeFaefA Treated Base Gott ses 1 2i� 0/2�ii 0Qio 104-5 Z )�tl 1 7 20 2012 1,Q0Q0Q 32 13 13 Concrete Paving 12/20/2012 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Rams 06/05/2018 32 1373 Concrete Paving Joint Sealants 12/20/2012 32444-6 12�1-2 3216 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016 32 17 23 Pavement Markings 11/22/2013 1 11 1 rn�13 CITY OF FORT WORTH EATONHIGHSCHOOL STADIUMADDITION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CPN 106072 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 32 3 i 26 Wife Fenee& *a Gat,s i 2 20,420i 2 32-34--29 Weed Fenno& *a G� i �i�12 32-3243 85/2A- -�9 3291 19 Topsoil Placement and Finishing of Parkways 12/20/2012 3292 13 Hydro -Mulching, Seeding, and Sodding 12/20/2012 3293�I2 ---�� Trees .,tea ct,.abs rLrt-vrLvzz Q/20 0i2 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 12/20/2012 3-04-3-1 03r0Qo16 3 03 i n T✓--v�-Tv rLrz-vravzz 12,120 2012 3 nn i2 ystem.12i2� 23) 2n �--vr�v 07✓0 20 i mTv�v�z 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33-04-50 12��12- 3305 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016 3 nc i 2 12QO/2012 3 nc i 3F-Fame,01,92/2016 3 nc i �CeveF01,92 2016 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 12/20/2012 3305 16 Concrete Water Vaults 12/20/2012 3305 17 Concrete Collars 12/20/2012 33-"Auger-1240/24i2 3 nc 24 Ttmael r ;moo. ni to 12 O/20i 2 3 nc 2z � i 2/20/2 4- �� 3 nc 2- T✓--v�-z� !2/20Q012 rLrz-vravzz 3 nc 2nLiner-06,119 O13 3 nc M 12LI0 0 33 05 30 Location of Existing Utilities 12/20/2012 33 1105 Bolts, Nuts, and Gaskets 12/20/2012 3 i i i n � a--r-r-ry i � L20,9012 rzrzvrtv�z 33 11 11 Ductile Iron Fittin s 12/20/2012 33 11 12 Polyvinyl Chloride PVC Pressure Pie 11/16/2018 33444-3 Goner-ete Pr-esstir-e Pipe, Bar- Wmpped, Steel Cylinder- Type 12QO/2012 33444-4 Btffied Steel Pipe and Fittings r2,90r2012 334440 Water- Se -vices i ine 4 2 ipte nz/n"2n22017- 33 12 11 Large Water Meters 12/20/2012 33 1220 Resilient Seated Gate Valve 12/20/2012 Z Z�zzzT 1 2I7 33 1225 Connection to Existing Water Mains 02/06/2013 3 i 2 MfOF 12,L20 2012 33 1240 Fire Hydrants 01/03/2014 33 1250 Water Sample Stations 12/20/2012 3 i �--rz--otin v 06,119Q � v�� 3� 3 �� � �--sr-rz r�-r.-vravzz 1�90/201 CITY OF FORT WORTH EATONHIGHSCHOOL STADIUMADDITION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS CPN 106072 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 3 21 12Fiber-glass12/20/2012 3 3 1 c �� 1242042n 12 r�-svrav�z 33 31 20 Polyvinyl Chloride PVC Gravity Sanitary Sewer Pie 06/19/2013 '2 ZIT Npe 1 7 �L7n /7n,11z 3 3 21� �rzz 1 � QW2012 r�-avrav�z 3 21 4� �rz� 1�Q042012 rz�-svrav�z 3 '21 cnSani4afy04,42&204- 33-34-7-ly 1 7 LI040Q 3339 10 Cast -in -Place Concrete Manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 3 39 zn �v rLrz-vravzz i2/20Q0Q onoWastewater-1 �� i�ii 33 39 60 Epoxy Liners for Sanitary Sewer Structures 12/20/2012 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 2'2 n1 11 �--�rrT 1�✓20i2012 zz.-rz-vrav-ra -2 1 1 i 1 5 ��--4- P,46-W 12/7r QO/2012 3=Stefn+Dmifisn7/n�11 � Z�= Trowel, D. ains 0� mo 1�n 3 9 1 n T✓--rrry Gast i Dl.,..o Manholes an u fief u *es 1 � L20/201 � r�-ivrao�z 33 49 20 Curb and Drop Inlets 12/20/2012 33-49-49 n�in�14 Division 34 - Transportation 34n1 1n 1n112/2015 �v Tvrrz�-ao�� 344 1 n n1 A 1,, , l r 4 12/1 9/2015 �v'r Y-Ttti�C-mix@fi�A �atf9a�.r acc rcrivrcoz� 2 A�-4z-44-.oi 2 1 11 /73 344443 1�4W201" r�-avrav�z 34n1 1c Reetangulaf Rapid Flashing4leacaea 1lQ2/2013 34n1 16Pedestr-ia-m1192/2 1z 34 41 20 Roadway Illumination Assemblies 12/20/2012 34n1 2 n1Roadway061159015 34n 1 �Fr-eeway0611 SQ0 c 4 n 1 20 03Readway06/15/201 c 34 41 30 Aluminum Signs 11/12/2013 4 4 cn 02,96/2016 �o vsrtvrLoxv 3471 13 Traffic Control 11/22/2013 CITY OF FORT WORTH EATONHIGHSCHOOL STADIUMADDITION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CPN 106072 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 5 Appendix Grp 4.01 n.,.,ilabilit f r f,6 Gr_n 06 l4az ..dour Fm,konmefAal r, nditio at Site GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH EATONHIGHSCHOOL STADIUMADDITION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CPN 106072 Revised March 20, 2020 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP - BID PROPOSAL Page I of 7 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value UNIT I: WATER IMPROVEMENTS 1 0241.1602 Remove Concrete Water Vault & Isolation Valves 0241 14 EA 1 $3,338.00 $3,338.00 2 3311.0001 Ductile Iron Water Fittings w/Restraint 33 11 11 TON 0.11 $8,127.00 $893.97 3 3312.0002 Water Sampling Station 33 1250 EA 1 $3,622.00 $3,622.00 4 3312.2804 8" Water Meter and Vault 33 1211 EA 1 $39,536.00 $39,536.00 5 3312.0001 Fire Hydrant 33 1240 EA 1 $6,574.00 $6,574.00 6 3312.3002 6" Gate Valve 33 1220 EA 1 $2,335.00 $2,335.00 7 3311.0261 8" PVC Water Pipe 33 11 12 LF 20 $72.00 $1,440.00 8 3311.0161 6" PVC Water Pipe 33 11 12 LF 20 $62.00 $1,240.00 9 3305.0109 Trench Safety 33 05 10 LF 40 $12.50 $500.00 10 9999.0000 Water Testing 9999.0000 LS 1 $500.00 $500.00 12 13 _ 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 35 36 37 38 39 40 41 42 43 44 45 TOTAL UNIT I: WATER IMPROVEMENTSi $59,978.97 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 Eaton High School Stadium Addition CPN 106072 00 42 43 Bid Proposal DAP SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP - BID PROPOSAL Page 2 of 7 Bidder's Application Project Item Information Bidder's Proposal 13idlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value UNIT It: SANITARY SEWER IMPROVEMENTS 1 3339.1002 4' Drop Manhole 33 39 10, 33 39 2 LA 1 $4,266.00 $4,266.00 2 3331.5316 8" PVC Sewer Pipe, 14'to 16' (Misc Only) 33 31 20 LF 14 $74.00 $1,036.00 3 3305.0109 Trench Safety 3305 10 LP 14 $35.71 $499.94 4 3305.0112 Concrete Collar for Manhole 3305.0112 EA 1 $2,000.00 $2,000.00 5 9999.0000 Sewer Testing 9999.0000 LS t $500.00 $500.00 6 9999.0001 5' Dia. Drop SSMH (15' Depth) 9999.0001 EA 1 $26,713.00 $26,713.00 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 32 33 34 35 36 37 38 39 40 41 42 43 44 45 TOTAL UNIT II: SANITARY SEWER IMPROVEMENILS1 $35,014.94 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 Eaton High School Stadium Addition CPN 106072 00 42 43 Bid Proposal DAP SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP -BID PROPOSAL Page 3 of 7 Bidder's Application Project Item Information Bidder's Proposal 13idlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value UNIT III: DRAINAGE IMPROVEMENTS 1 3349.6001 10' Recessed Inlet 33 49 20 EA 2 $6,561.00 $13,122.00 2 3341.0205 24" RCP, Class lII 3341 10 LF 14 $116.00 $1,624.00 3 0241.4101 Remove 10' Recessed Inlet 0241 14 EA 2 $3,250.00 $6,500.00 4 3301.0012 Post -CCTV Inspection of Storm Drain 33 01 32 LF 14 $35.75 $500.50 5 6 7 8 9 10 11 12 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 TOTAL UNIT III: DRAINAGE IMPROVEMENTSI $21,746.50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 Eaton High School Stadium Addition CPN 106072 00 42 43 Bid Proposal DAP SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP - BID PROPOSAL Page 4 of 7 Bidder's Application Project Item Information Bidder's Proposal 13idlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value UNIT IV: PAVING IMPROVEMENTS 1 3211.0400 Hydrated Lime 32 1129 TN 60 $700.00 $42,000.00 2 3211.0502 8" Lime Treatment 32 1129 Sy 2499 $14.00 $34,986.00 3 3213.0103 8" Cone Pvmt 32 13 13 Sy 2186 $135.00 $295,110.00 4 3213.0301 4" Core, Sidewalk 32 1320 SF 16281 $9.89 $161,019.09 5 3213.0503 Barrier Free Ramp, Type M-1 32 1320 EA 5 $600.00 $3,000.00 6 3213.0506 Barrier Free Ramp, Type P-1 32 1320 EA 10 $600.00 $6,000.00 7 0241.0100 Remove Sidewalk 0241 13 SF 14670 $0.19 $2,787.30 8 0241.0300 Remove ADA Ramp 0241 13 EA 10 $1,200.00 $12,000.00 9 0241.1000 Remove Cone Pvmt 0241 13 Sy 1265 $1.50 $1,897.50 10 _ 11 12 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 F TOTAL UNIT IV: PAVING IMPROVEMENTSi $558,799.89 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 Eaton High School Stadium Addition CPN 106072 00 42 43_Bid Proposal DAP SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP - BID PROPOSAL Page 5 of 7 Bidder's Application Project Item Information Bidder's Proposal I3idlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value UNIT V: STREET LIGHTING IMPROVEMENTS 1 3441.3302 Rdwy Blum Foundation TY 3,5,6, and 8 34 41 20 EA 8 $600.00 $4,800.00 2 3441.3050 Fumish/Install LED Lighting Fixture (70 watt ATBO Co 34 4120 EA 1 $800.00 $800.00 3 3441.3502 Relocate Street Light Pole 34 41 20 EA 8 $250.00 $2,000.00 4 3441.1502 Furnish/Install Ground Box Type B, w/Apron 3441 10 EA $2,654.00 $7,962.00 5 3441.1507 Remove Ground Box 3441 13 EA 2 $1,100.00 $2,200.00 6 3441.1415 NO 10 Bare Elec Condr 3441 10 LF 1120 $0.97 $1,086.40 7 3441.1410 NO 10 Insulated Elec Condr 3441 10 LF 2240 $1.65 $3,696.00 8 2605.3015 2" CONDT PVC SCH 80 (T) 26 05 33 LF 1120 $13.38 $14,985.60 9 3441.3411 Reconnect Conductor 34 41 20 EA 4 $50.00 $200.00 10 3441.4003 Furnish/Install Alum Sign Ground Mount City Std. 34 41 30 EA 20 $300.001 $6,000.00 11 12 13 14 15 16 17 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 TOTAL UNIT V: STREET LIGHTING IMPROVEMENLTSI $43,730.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 Eaton High School Stadium Addition CPN 106072 00 42 43 Bid Proposal DAP SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP - BID PROPOSAL Page 6 of 7 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS 1 3217.0103 6" BRK Pvmt Marking HAS (W) 32 1723 LF 2043 $2.50 $5,107.50 2 3217.0102 6" SLD Pvmt Marking HAS (Y) 32 1723 LF 894 $2.50 $2,235.00 3 3217.0502 Preformed Thermoplastic Contrast Markings - 24" Cross 32 17 23 LF 220 $27.50 $6,050.00 4 5 6 7 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 39 40 41 42 43 44 45 TOTAL UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS $13,392.50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 Eaton High School Stadium Addition CPN 106072 00 42 43 Bid Proposal DAP SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP - BID PROPOSAL Page 7 of 7 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid Description I Unit Price Bid Value No. Section No. Measure Quantity Bid Summary UNIT I: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS UNIT III: DRAINAGE IMPROVEMENTS UNIT IV: PAVING IMPROVEMENTS UNIT V: STREET LIGHTING IMPROVEMENTS UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS This Bid is submitted by the entity named below: BIDDER: Pogue Construction 1512 Bray Central Drive Suite 300 McKinney, TX 75069 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. Total Construction Bid BY: Stefanie Riley TITLE: Project Manager DATE: August 14, 2025 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 $59,978.97 $35,014.94 $21,746.50 $558,799.89 $43,730.00 $13,392.50 120 working days after the date when the .80 00 42 43_Bid Proposal DAP 00 45 12 DAP PREQUALIFICATION STATEMENT Page 1 of 1 SECTION 00 4512 DAP — PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Major Work Tyne" box provide the complete major work type and actual description as provided by the Water Department for water and sewer and TPW for paving Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Water, Sanitory Sewer and Drainage Wildstone Construction 04/30/2027 Concrete Paving RPMX 05/30/2027 Street Lighting Bean Electric Inc. aka Lumin8 Transportation Technologies, LLC 03/24/2027 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Pogue Construction 1512 Bray Central Drive Suite 300 Mckinney, Tx 75069 BY: Clark Tarwater (Signature) TITLE: Project Manager DATE: May 01, 2025 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS 00 45 12_Prequalification Statement 2015_DAP 2026.05.01 Form Version September 1, 2015 Eaton High School Stadium Addition CPN 106072 2 3 4 5 6 7 8 9 10 it 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 III 39 40 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of I SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 106072. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: Pogue Construction Co., LP Company 1512 Bray Central Drive, Suite 300 Address McKinney, TX 75069 City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT § By: Benjamin Pogue (Please Prim) Signature: Benjamin P. Pogue Sole Member of Ben Pogue, Title: LC, a Texas Limited Liability Company (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared Benjamin Pogue , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of <:214 i 5207% Koala IM Callaway My Commission Explros 8/10/2027 Nota Public it and for the State o Texas Notary ID124904151 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 EA TON HIGH SCHOOL STADIUM ADDITION CPN 106072 Eaton High School Stadium Addition CPN 106072 00 52 43 - 1 Developer Awarded Project Agreement Page 1 of 4 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on March 23, 2026 is made by and between the Developer, 4 Northwest Independent School District, a public school district in Texas ("Developer"), and 5 Pogue Construction CO., LLC, authorized to do business in Texas, acting by and through its duly 6 authorized representative, ("Contractor"). 7 Developer 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 Eaton High 5ei:naf Stadium 16 CPN 106072 17 Article 3. CONTRACT PRICE 18 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 19 Documents an amount in current funds of _Seven hundred thirty-two thousand six hundred sixty- 20 two and 80/100 Dollars ($ 732,662.80). 21 Article 4. CONTRACT TIME 22 4.1 Final Acceptance. 23 The Work will be complete for Final Acceptance within 120 working days after the date 24 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 25 City Conditions of the Construction Contract for Developer Awarded Projects. 26 4.2 Liquidated damages 27 Contractor recognizes that time is of the essence of this Agreement and that Developer 28 will suffer financial loss if the Work is not completed within the times specified in 29 Paragraph 4.1 above, plus any extension thereof allowed in accordance with Article 10 of 30 the Standard City Conditions of the Construction Contract for Developer Awarded 31 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 32 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 33 completed on time. Accordingly, instead of requiring any such proof, Contractor agrees 34 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 35 Developer Zero Dollars ($0.00) for each day that expires after the time specified in 36 Paragraph 4.1 for Final Acceptance until the City issues the Final Letter of Acceptance. 37 Article 5. CONTRACT DOCUMENTS 38 5.1 CONTENTS: 39 A. The Contract Documents which comprise the entire agreement between Developer and 40 Contractor concerning the Work consist of the following: CITY OF FORT WORTH Eaton High School Stadium STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS CPN 106072 Revised September 1,2025 Eaton High School Stadium Addition CPN 106072 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 005243-2 Developer Awarded Project Agreement Page 2 of4 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form (DAP Version) 1) Proposal Form (DAP Version) 2) Vendor Compliance to State Law Non -Resident Bidder 3) Prequalification Statement 4) State and Federal documents (project specific) b. Current Prevailing Wage Rate Table c. Insurance Certification Form (ACORD) d. Payment Bond (DAP Version) e. Performance Bond (DAP Version) f. Maintenance Bond (DAP Version) g. Power of Attorney for the Bonds h. Worker's Compensation Affidavit i. SBE Small Business Utilization Form 3. Standard City Conditions of the Construction Contract for Developer Awarded Projects. 4. Supplementary Conditions. 5. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised September 1,2025 Eaton High School Stadium CPN 106072 Eaton High School Stadium Addition CPN 106072 00 52 43 - 3 Developer Awarded Project Agreement Page 3 of 4 73 Article 6. INDEMNIFICATION 74 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 75 expense, the city, its officers, servants and employees, from and against any and all 76 claims arising out of, or alleged to arise out of, the work and services to be performed 77 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 78 under this contract. This indemnification provision is specifically intended to operate 79 and be effective even if it is alle ed or proven that all or some of the damages being 80 sought were caused, in whole or in part, by any act, omission or negligence of the city. 81 This indemnity provision is intended to include, without limitation, indemnity for 82 costs, expenses and legal fees incurred by the city in defending against such claims and 83 causes of actions. 84 85 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 86 the city, its officers, servants and employees, from and against any and all loss, damage 87 or destruction of property of the city, arising out of, or alleged to arise out of, the work 88 and services to be performed by the contractor, its officers, agents, employees, 89 subcontractors, licensees or invitees under this contract. This indemnification 90 provision is specifically intended to operate and be effective even if it is alleged or 91 pyoven that all or some of the damages being sou ht were caused in whole or in part, 92 by anv act, omission or negligence of the city. 93 94 Article 7. MISCELLANEOUS 95 7.1 Terms. 96 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 97 the Construction Contract for Developer Awarded Projects. 98 7.2 Assignment of Contract. 99 This Agreement, including all of the Contract Documents may not be assigned by the 100 Contractor without the advanced express written consent of the Developer. 101 7.3 Successors and Assigns. 102 Developer and Contractor each binds itself, its partners, successors, assigns and legal 103 representatives to the other party hereto, in respect to all covenants, agreements and 104 obligations contained in the Contract Documents. 105 7.4 Severability. 106 Any provision or part of the Contract Documents held to be unconstitutional, void or 107 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 108 remaining provisions shall continue to be valid and binding upon DEVELOPER and 109 CONTRACTOR. 110 7.5 Governing Law and Venue. ill This Agreement, including all of the Contract Documents is performable in the State of 112 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 113 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised September 1,2025 Eaton High School Stadium CPN 106072 Eaton High School Stadium Addition CPN 106072 005243-4 Developer Awarded Project Agreement Page 4 of4 114 115 7.6 Authority to Sign. 116 Contractor shall attach evidence of authority to sign Agreement, if other than duly 117 authorized signatory of the Contractor. 118 119 120 121 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 122 counterparts. 123 124 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 125 126 Contractor: Developer: Pogue Construction Co. LLC. By: 9By:� (Signature) ^� (Signature) Lou Morelli & At .1 Faust (Printed Name) (Printed Name) Title: CEO Title: wpefi4,n)CL Asrt't Company Name: Pogue Construction t � Co. LLC Company name: N} )p `�"� �-f` Address:1512 Bray Central Dr., Ste 300 Address: ab Q I wCCC \ 11-Q City/State/Zip: Mckinney, Tx 75069 Ci /State/Zi : 4/14/2026 Date Date ' CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised September 1,2025 Eaton High School Stadium CPN 106072 Eaton High School Stadium Addition CPN 106072 THE HARTFORD THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - OPTION IV This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organ ization(s): Designated Project(s) Or Location(s) Of Covered Operations: All, except Additional Insureds that are insured under a separate additional insured endorsement on this policy. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. With respect to those person(s) or organization(s) shown in the Schedule above when you have agreed in a written contract or written agreement to provide insurance such as is afforded under this policy to them, Subparagraph f., Any Other Party, under the Additional Insureds When Required By Written Contract, Written Agreement Or Permit Paragraph of Section II — Who Is An Insured is replaced with the following: f. Any Other Party Any other person or organization who is not an insured under Paragraphs a. through e. above, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" arising out of: (1) Your ongoing operations performed for such additional insured at the project(s) or location(s) designated in the Schedule; (2) Premises owned by or rented to you and shown in the Schedule; or (3) "Your work" for the additional insured at the project(s) or location(s) designated in the Schedule and included within the "products -completed operations hazard", but only if: (a) The written contract or written agreement requires you to provide such coverage to such additional insured at the project(s) or location(s) designated in the Schedule; and (b) This Coverage Part provides coverage for "bodily injury" or "property damage" included within the "products -completed operations hazard". The insurance afforded to the additional insured shown in the Schedule applies: (1) Only if the "bodily injury" or "property damage" occurs, or the "personal and advertising injury" offense is committed: (a) During the policy period; and (b) Subsequent to the execution of such written contract or written agreement; and (c) Prior to the expiration of the period of time that the written contract or written agreement requires such insurance be provided to the additional insured. (2) Only to the extent permitted by law; and Form HS 24 83 07 13 Page 1 of 2 © 2013, The Hartford (Includes copyrighted material of Insurance Services Office, Inc., with its permission.) (3) Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured. With respect to the insurance afforded to the person(s) or organization(s) that are additional insureds under this endorsement, the following additional exclusion applies: This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving, or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders, designs or specifications; or (2) Supervisory, inspection, architectural or engineering activities. The limits of insurance that apply to the additional insured shown in the Schedule are described in the Limits Of Insurance section. How this insurance applies when other insurance is available to the additional insured is described in the Other Insurance Condition in Section IV — Commercial General Liability Conditions, except as otherwise amended below. B. With respect to insurance provided to the person(s) or organization(s) that are additional insureds under this endorsement, the When You Add Others As An Additional Insured To This Insurance subparagraph, under the Other Insurance Condition of Section IV — Commercial General Liability Conditions is replaced with the following: When You Add Others As An Additional Insured To This Insurance (a) Primary Insurance When Required By Contract This insurance is primary if you have agreed in a written contract or written agreement that this insurance be primary. If other insurance is also primary, we will share with all that other insurance by the method described in Paragraph (c) below. This insurance does not apply to other insurance to which the additional insured in the Schedule has been added as an additional insured. (b) Primary And Non -Contributory To Other Insurance When Required By Contract This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (i) The additional insured in the Schedule is a Named Insured under such other insurance; and (ii) You have agreed in a written contract or written agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured in the Schedule. (c) Method Of Sharing If all of the other insurance permits contribution by equal shares, we will follow this method also. Under this approach, each insurer contributes equal amounts until it has paid its applicable limit of insurance or none of the loss remains, whichever comes first. If any of the other insurance does not permit contribution by equal shares, we will contribute by limits. Under this method, each insurer's share is based on the ratio of its applicable limit of insurance to the total applicable limits of insurance of all insurers. All other terms and conditions in the policy remain unchanged. Page 2 of 2 Form HS 24 83 07 13 THE HARTFORD THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO CERTIFICATE HOLDER(S) This policy is subject to the following additional Conditions: A. If this policy is cancelled by the Company, other than for nonpayment of premium, notice of such cancellation will be provided at least thirty (30) days in advance of the cancellation effective date to the certificate holder(s) with mailing addresses on file with the agent of record or the Company. B. If this policy is cancelled by the Company for nonpayment of premium, or by the insured, notice of such cancellation will be provided within (10) days of the cancellation effective date to the certificate holder(s) with mailing addresses on file with the agent of record or the Company. If notice is mailed, proof of mailing to the last known mailing address of the certificate holder(s) on file with the agent of record or the Company will be sufficient proof of notice. Any notification rights provided by this endorsement apply only to active certificate holder(s) who were issued a certificate of insurance applicable to this policy's term. Form IH 03 07 06 11 Page 1 of 1 © 2011, The Hartford COMMERCIAL AUTOMOBILE HA99161221 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL AUTOMOBILE BROAD FORM ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM To the extent that the provisions of this endorsement provide broader benefits to the "insured" than other provisions of the Coverage Form, the provisions of this endorsement apply. 1. BROAD FORM INSURED Paragraph .1. - WHO IS AN INSURED - of Section II - Liability Coverage is amended to add the following: d. Subsidiaries and Newly Acquired or Formed Organizations The Named Insured shown in the Declarations is amended to include: (1) Any legal business entity other than a partnership or joint venture, formed as a subsidiary in which you have an ownership interest of more than 50% on the effective date of the Coverage Form. However, the Named Insured does not include any subsidiary that is an "insured" under any other automobile policy or would be an "insured" under such a policy but for its termination or the exhaustion of its Limit of Insurance. (2) Any organization that is acquired or formed by you and over which you maintain majority ownership. However, the Named Insured does not include any newly formed or acquired organization: (a) That is a partnership or joint venture, (b) That is an "insured" under any other policy, (c) That has exhausted its Limit of Insurance under any other policy, or (d) 180 days or more after its acquisition or formation by you, unless you have given us notice of the acquisition or formation. Coverage does not apply to "bodily injury" or "property damage" that results from an "accident" that occurred before you formed or acquired the organization. e. Employees as Insureds (1). Any "employee" of yours while using a covered "auto" you don't own, hire or borrow in your business or your personal affairs. f. Lessors as Insureds (1). The lessor of a covered "auto" while the "auto" is leased to you under a written agreement if: (a) The agreement requires you to provide direct primary insurance for the lessor and (b) The "auto" is leased without a driver. Such a leased "auto" will be considered a covered "auto" you own and not a covered "auto" you hire. g. Additional Insured if Required by Contract (1) When you have agreed, in a written contract or written agreement, that a person or organization be added as an additional insured on your business auto policy, such person or organization is an "insured", but only to the extent such person or organization is liable for "bodily injury" or "property damage" caused by the conduct of an "insured" under paragraphs a. or b. of Who Is An Insured with regard to the ownership, maintenance or use of a covered "auto." The insurance afforded to any such additional insured applies only if the "bodily injury" or "property damage" occurs: (a) During the policy period, and (b) Subsequent to the execution of such written contract, and Form HA 99 16 12 21 © 2021, The Hartford (Includes copyrighted material of Insurance Services Office, Inc. with its permission.) Page 1 of 5 (c) Prior to the expiration of the period of time that the written contract requires such insurance be provided to the additional insured. (2) How Limits Apply If you have agreed in a written contract or written agreement that another person or organization be added as an additional insured on your policy, the most we will pay on behalf of such additional insured is the lesser of: (a) The limits of insurance specified in the written contract or written agreement; or (b) The Limits of Insurance shown in the Declarations. Such amount shall be a part of and not in addition to Limits of Insurance shown in the Declarations and described in this Section. (3) Additional Insureds Other Insurance If we cover a claim or "suit" under this Coverage Part that may also be covered by other insurance available to an additional insured, such additional insured must submit such claim or "suit" to the other insurer for defense and indemnity. However, this provision does not apply to the extent that you have agreed in a written contract or written agreement that this insurance is primary and non-contributory with the additional insured's own insurance. (4) Duties in The Event Of Accident, Claim, Suit or Loss If you have agreed in a written contract or written agreement that another person or organization be added as an additional insured on your policy, the additional insured shall be required to comply with the provisions in LOSS CONDITIONS 2. - DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS — OF SECTION IV — BUSINESS AUTO CONDITIONS, in the same manner as the Named Insured. 2. Primary and Non -Contributory if Required by Contract Only with respect to insurance provided to an additional insured in A.1.g. - Additional Insured If Required by Contract, the following provisions apply: (1) Primary Insurance When Required By Contract This insurance is primary if you have agreed in a written contract or written agreement that this insurance be primary. If other insurance is also primary, we will share with all that other insurance by the method described in Other Insurance 5.d. (2) Primary And Non -Contributory To Other Insurance When Required By Contract If you have agreed in a written contract or written agreement that this insurance is primary and non-contributory with the additional insured's own insurance, this insurance is primary and we will not seek contribution from that other insurance. Paragraphs (1) and (2) do not apply to other insurance to which the additional insured has been added as an additional insured. When this insurance is excess, we will have no duty to defend the insured against any "suit" if any other insurer has a duty to defend the insured against that "suit". If no other insurer defends, we will undertake to do so, but we will be entitled to the insured's rights against all those other insurers. When this insurance is excess over other insurance, we will pay only our share of the amount of the loss, if any, that exceeds the sum of: (1) The total amount that all such other insurance would pay for the loss in the absence of this insurance; and (2) The total of all deductible and self -insured amounts under all that other insurance. We will share the remaining loss, if any, by the method described in SECTION IV - Business Auto Conditions, B. General Conditions, Other Insurance 5.d. 3. AUTOS RENTED BY EMPLOYEES Any "auto" hired or rented by your "employee" on your behalf and at your direction will be considered an "auto" you hire. The SECTION IV- Business Auto Conditions, B. General Conditions, 5. OTHER INSURANCE Condition is amended by adding the following: e. If an "employee's" personal insurance also applies on an excess basis to a covered "auto" hired or rented by your "employee" on your behalf and at your direction, this insurance will be primary to the "employee's" personal insurance. Page 2 of 5 Form HA 99 16 12 21 4. AMENDED FELLOW EMPLOYEE EXCLUSION EXCLUSION 5. - FELLOW EMPLOYEE - of SECTION II - LIABILITY COVERAGE does not apply if you have workers' compensation insurance in -force covering all of your "employees". Coverage is excess over any other collectible insurance. 5. HIRED AUTO PHYSICAL DAMAGE COVERAGE If hired "autos" are covered "autos" for Liability Coverage and if Comprehensive, Specified Causes of Loss, or Collision coverages are provided under this Coverage Form for any "auto" you own, then the Physical Damage Coverages provided are extended to "autos" you hire or borrow, subject to the following limit. The most we will pay for "loss" to any hired "auto" is: (1) $100,000; (2) The actual cash value of the damaged or stolen property at the time of the "loss"; or (3) The cost of repairing or replacing the damaged or stolen property, whichever is smallest, minus a deductible. The deductible will be equal to the largest deductible applicable to any owned "auto" for that coverage. No deductible applies to "loss" caused by fire or lightning. Hired Auto Physical Damage coverage is excess over any other collectible insurance. Subject to the above limit, deductible and excess provisions, we will provide coverage equal to the broadest coverage applicable to any covered "auto" you own. We will also cover loss of use of the hired "auto" if it results from an "accident", you are legally liable and the lessor incurs an actual financial loss, subject to a maximum of $1000 per "accident". This extension of coverage does not apply to any "auto" you hire or borrow from any of your "employees", partners (if you are a partnership), members (if you are a limited liability company), or members of their households. 6. PHYSICAL DAMAGE - ADDITIONAL TEMPORARY TRANSPORTATION EXPENSE COVERAGE Paragraph AA.a. of SECTION III - PHYSICAL DAMAGE COVERAGE is amended to provide a limit of $50 per day and a maximum limit of $1,000. 7. LOAN/LEASE GAP COVERAGE Under SECTION III - PHYSICAL DAMAGE COVERAGE, in the event of a total "loss" to a covered "auto", we will pay your additional legal obligation for any difference between the actual cash value of the "auto" at the time of the "loss" and the "outstanding balance" of the loan/lease. "Outstanding balance" means the amount you owe on the loan/lease at the time of "loss" less any amounts representing taxes; overdue payments; penalties, interest or charges resulting from overdue payments; additional mileage charges; excess wear and tear charges; lease termination fees; security deposits not returned by the lessor; costs for extended warranties, credit life Insurance, health, accident or disability insurance purchased with the loan or lease; and carry-over balances from previous loans or leases. 8. AIRBAG COVERAGE Under Paragraph B. EXCLUSIONS - of SECTION III - PHYSICAL DAMAGE COVERAGE, the following is added: The exclusion relating to mechanical breakdown does not apply to the accidental discharge of an airbag. 9. ELECTRONIC EQUIPMENT - BROADENED COVERAGE a. The exceptions to Paragraphs BA - EXCLUSIONS - of SECTION III - PHYSICAL DAMAGE COVERAGE are replaced by the following: Exclusions 4.c. and 4.d. do not apply to equipment designed to be operated solely by use of the power from the "auto's" electrical system that, at the time of "loss", is: (1) Permanently installed in or upon the covered "auto"; (2) Removable from a housing unit which is permanently installed in or upon the covered "auto"; (3) An integral part of the same unit housing any electronic equipment described in Paragraphs (1) and (2) above; or (4) Necessary for the normal operation of the covered "auto" or the monitoring of the covered "auto's" operating system. b. Section III, Physical Damage Coverage, Limit of Insurance, Paragraph C.2. is amended to add the following: $1,500 is the most we will pay for "loss" in any one "accident" to all electronic equipment (other than equipment designed solely for the reproduction of sound, and accessories used with such equipment) that reproduces, receives or transmits audio, visual or data signals which, at the time of "loss", is: Form HA 99 1612 21 Page 3 of 5 (1) Permanently installed in or upon the covered "auto" in a housing, opening or other location that is not normally used by the "auto" manufacturer for the installation of such equipment; (2) Removable from a permanently installed housing unit as described in Paragraph 2.a. above or is an integral part of that equipment; or (3) An integral part of such equipment. c. For each covered "auto", should loss be limited to electronic equipment only, our obligation to pay for, repair, return or replace damaged or stolen electronic equipment will be reduced by the applicable deductible shown in the Declarations, or $250, whichever deductible is less. 10. EXTRA EXPENSE -BROADENED COVERAGE Under Paragraph A. - COVERAGE - of SECTION III - PHYSICAL DAMAGE COVERAGE, we will pay for the expense of returning a stolen covered "auto" to you. 11. GLASS REPAIR - WAIVER OF DEDUCTIBLE Under Paragraph D. - DEDUCTIBLE - of SECTION III - PHYSICAL DAMAGE COVERAGE, the following is added: No deductible applies to glass damage if the glass is repaired rather than replaced. 12. TWO OR MORE DEDUCTIBLES Under Paragraph D. - DEDUCTIBLE - of SECTION III - PHYSICAL DAMAGE COVERAGE, the following is added: If another Hartford Financial Services Group, Inc. company policy or coverage form that is not an automobile policy or coverage form applies to the same "accident", the following applies: (1) If the deductible under this Business Auto Coverage Form is the smaller (or smallest) deductible, it will be waived; (2) If the deductible under this Business Auto Coverage Form is not the smaller (or smallest) deductible, it will be reduced by the amount of the smaller (or smallest) deductible. 13. AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS The requirement in LOSS CONDITIONS 2.a. - DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS - of SECTION IV - BUSINESS AUTO CONDITIONS that you must notify us of an "accident" applies only when the "accident" is known to: (1) You, if you are an individual; (2) A partner, if you are a partnership; (3) A member, if you are a limited liability company; or (4) An executive officer or insurance manager, if you are a corporation. 14. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS If you unintentionally fail to disclose any hazards existing at the inception date of your policy, we will not deny coverage under this Coverage Form because of such failure. 15. HIRED AUTO - COVERAGE TERRITORY SECTION IV, BUSINESS AUTO CONDITIONS, PARAGRAPH B. GENERAL CONDITIONS, 7. - POLICY PERIOD, COVERAGE TERRITORY - is added to include the following: (6) For short-term hired "autos", the coverage territory with respect to Liability Coverage is anywhere in the world provided that if the "insured's" responsibility to pay damages for "bodily injury" or "property damage" is determined in a "suit," the "suit" is brought in the United States of America, the territories and possessions of the United States of America, Puerto Rico or Canada or in a settlement we agree to. 16. WAIVER OF SUBROGATION Paragraph 5. TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US - of SECTION IV - BUSINESS AUTO CONDITIONS A. Loss Conditions is amended by adding the following: We waive any right of recovery we may have against any person or organization with whom you have a written contract that requires such waiver because of payments we make for damages under this Coverage Form. 17. RESULTANT MENTAL ANGUISH COVERAGE The definition of "bodily injury" in SECTION V- DEFINITIONS, C. is replaced by the following: "Bodily injury" means bodily injury, sickness or disease sustained by any person, including mental anguish or death resulting from any of these. 18. EXTENDED CANCELLATION CONDITION Paragraph 2. of the COMMON POLICY CONDITIONS - CANCELLATION - applies except as follows: If we cancel for any reason other than nonpayment of premium, we will mail or deliver to the first Named Insured written notice of cancellation at least 60 days before the effective date of cancellation. Page 4 of 5 Form HA 99 16 12 21 19. HYBRID, ELECTRIC, OR NATURAL GAS VEHICLE PAYMENT COVERAGE In the event of a total loss to a "non -hybrid" auto for which Comprehensive, Specified Causes of Loss, or Collision coverages are provided under this Coverage Form, then such Physical Damage Coverages are amended as follows: a. If the auto is replaced with a "hybrid" auto or an auto powered solely by electricity or natural gas, we will pay an additional 10%, to a maximum of $2,500, of the "non -hybrid" auto's actual cash value or replacement cost, whichever is less, b. The auto must be replaced and a copy of a bill of sale or new lease agreement received by us within 60 calendar days of the date of "loss," c. Regardless of the number of autos deemed a total loss, the most we will pay under this Hybrid, Electric, or Natural Gas Vehicle Payment Coverage provision for any one "loss" is $10,000. For the purposes of the coverage provision, a. A "non -hybrid" auto is defined as an auto that uses only an internal combustion engine to move the auto but does not include autos powered solely by electricity or natural gas. b. A "hybrid" auto is defined as an auto with an internal combustion engine and one or more electric motors; and that uses the internal combustion engine and one or more electric motors to move the auto, or the internal combustion engine to charge one or more electric motors, which move the auto. 20. VEHICLE WRAP COVERAGE In the event of a total loss to an "auto" for which Comprehensive, Specified Causes of Loss, or Collision coverages are provided under this Coverage Form, then such Physical Damage Coverages are amended to add the following: In addition to the actual cash value of the "auto", we will pay up to $1,000 for vinyl vehicle wraps which are displayed on the covered "auto" at the time of total loss. Regardless of the number of autos deemed a total loss, the most we will pay under this Vehicle Wrap Coverage provision for any one "loss" is $5,000. For purposes of this coverage provision, signs or other graphics painted or magnetically affixed to the vehicle are not considered vehicle wraps. Form HA 99 16 12 21 Page 5 of 5 Tex, smutuar WORKERS' COMPENSATION AND WC 42 03 04 B EMPLOYERS LIABILITY POLICY Insured copy TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ( ) Specific Waiver Name of person or organization (X) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: ALL TEXAS OPERATIONS 3. Premium: The premium charge for this endorsement shall be 2.00 percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: Included, see Information Page This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective on 2/26/26 at 12:01 a.m. standard time, forms a part of: Policy no. 0001221199 of Texas Mutual Insurance Company effective on 2/26/26 Issued to: POGUE CONSTRUCTION HOLDING COMPANY This is not a bill NCCI Carrier Code: 29939 Authorized representative PO Box 12058, Austin, TX 78711-2058 1 of 1 texasmutual.com 1 (800) 859-5995 1 Fax (800) 359-0650 2/27/26 WC 42 03 04 B 0062 13- 1 PERFORMANCE BOND Pagel of 2 1 SECTION 00 62 13 BOND NO.30243809 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Pogue Construction Co.. LP. known as "Principal" herein and Continental 8 Casualty Company: National Fire Insurance Company of Hartford, a corporate surety(sureties, if 9 more than one) duly authorized to do business in the State of Texas, known as "Surety" herein 10 (whether one or more), are held and firmly bound unto the Developer, Northwest Independent 11 School District, authorized to do business in Texas ("Developer") and the City of Fort Worth, a 12 Texas municipal corporation ("City"), in the penal sum of Seven Hundred Thirty -Two 13 Thousand Six Hundred Sixty -Two & 80/100 Dollars ($732,662.80), lawful money of the 14 United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum 15 well and truly to be made jointly unto the Developer and the City as dual obligees, we bind 16 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 17 firmly by these presents. 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth by and through a Community Facilities 20 Agreement, IPRC25-0018; and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 22 the 12th day of April , 20 25 , which Contract is hereby referred to and made a 23 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor 24 and other accessories defined by law, in the prosecution of the Work, including any Change 25 Orders, as provided for in said Contract designated as Eaton High School Stadium Addition. 26 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 27 shall faithfully perform it obligations under the Contract and shall in all respects duly and 28 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 29 specifications, and contract documents therein referred to, and as well during any period of 30 extension of the Contract that may be granted on the part of the Developer and/or City, then this 31 obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH EATON HIGH SCHOOL STADIUMADDITION STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTS CPN 106072 Revised January 31, 2012 006213-2 PERFORMANCE BOND Page 2 of 2 1 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 3 Worth Division. 4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 6 accordance with the provisions of said statue. 7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 8 this instrument by duly authorized agents and officers on this the 7th day of 9 May , 2026. 10 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 39 40 41 42 43 44 45 46 47 r Witness as Efrin wo* Witness as to S rety bain Hackett, Witness PRINCIPAL: Polrue Construction Co.. LP BY: Signatu Name and TiMe Address: 1512 Bray Central Drive _ Suite 300 McKinnc, . TX 75069 SURETY: Continental Casualtv Comoanv N1 i n I it 1�s ir�nc 1 1nf► ,f, HNrrd BY: Signatur Sean McCauley, Jr., Attornev-in-Fact Name and Title l Address: 151 N. Franklin St 17th Floor Chicago, IL 60606 Telephone Number: (312) 822-5000 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH EA TON HIGH SCHOOL STADIUM ADDITION STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 106072 Revised January 31, 2012 0062 14- 1 PAYMENT BOND Page] of 2 1 SECTION 00 62 14 BOND NO.30243809 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Pogue Construction Co.. LP, known as "Principal" herein and Continental 8 Casualty Company: National Fire Insurance Company of Hartford, a corporate surety ( or sureties 9 if more than one), duly authorized to do business in the State of Texas, known as "Surety" herein 10 (whether one or more), are held and firmly bound unto the Developer, Northwest Independent 11 School District, authorized to do business in Texas "(Developer"), and the City of Fort Worth, a 12 Texas municipal corporation ("City"), in the penal sum of Seven Hundred Thirty -Two 13 Thousand Six Hundred Sixty -Two & 80/100 Dollars ($732,662.80), lawful money of the 14 United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum 15 well and truly be made jointly unto the Developer and the City as dual obligees, we bind 16 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 17 firmly by these presents: 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth, by and through a Community Facilities 20 Agreement, IPRC25-0018; and 21 WHEREAS, Principal has entered into a certain written Contract with Developer, 22 awarded the 12th day of April , 20 25 , which Contract is hereby 23 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all 24 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 25 Work as provided for in said Contract and designated as Eaton High School Stadium Addition. 26 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 27 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 28 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 29 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 30 force and effect. CITY OF FORT WORTH EATON HIGH SCHOOL STADIUM ADDITION STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTS CPN 106072 Revised January 31, 2012 006214-2 PAYMENT BOND Page 2 of 2 l IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the 7th day of 3 4 5 6 7 8 9 10 11 May , 20 26 ATTEST: (Principal ecretary ATTEST: (Surety)$e> mksK7 Cade Allie, Witness J�4(4* Witness as to Surety Liam Hackett. Witness PRINCIPAL: Pogue Construction Co., LP BY: Signature ,d„ 6 ve Sole M4uLw Name aRA Title Address: 1512 Brav Central Drive Suite 300 McKimiev_ TX 75069 SURETY: Continental Casualty Comoanv: National Fire 111SLIM11CC C0111 Im of Hart[ord BY: Signature 41 Sean McCauley, Jr., Attorney -in -Fact Name and Title Address: 151 N. Franklin St l7th Floor a Chicago_ IL 60606 Telephone Number: (312) 822-5000 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH EATONHIGH SCHOOL STADIUMADDITION STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTS CPN 106072 Revised January 31, 2012 006219-1 MAINTENANCE BOND Pagel of 3 1 SECTION 00 62 19 BOND NO.30243809 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we Pogue Construction Co.. LP , known as "Principal" herein and 8 Continental Casualty Company; National Fire Insurance Company of Hartford, a corporate surety 9 (sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Northwest l 1 Independent School District, authorized to do business in Texas ("Developer") and the City of 12 Fort Worth, a Texas municipal corporation ("City"), in the sum of Seven Hundred Thirty -Two 13 Thousand Six Hundred Sixty -Two & 80/100 Dollars ($732,662.80), lawful money of the 14 United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well 15 and truly be made jointly unto the Developer and the City as dual obligees and their successors, 16 we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and 17 severally, firmly by these presents. 18 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth by and through a Community Facilities 21 Agreement, IPRC25-0018; and 22 WHEREAS, the Principal has entered into a certain written contract with the Developer 23 awarded the t2th day of April , 20 25 , which Contract is 24 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 25 materials, equipment labor and other accessories as defined by law, in the prosecution of the 26 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 27 the "Work") as provided for in said Contract and designated as Eaton High School Stadium 28 Addition. 29 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 30 accordance with the plans, specifications and Contract Documents that the Work is and will 31 remain free from defects in materials or workmanship for and during the period of two (2) years 32 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 33 CITY OF FORT WORTH EATON HIGH SCHOOL STADIUMADDITION STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTS CPN 106072 Revised January 31, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 006219-2 MAINTENANCE BOND Page 2 of 3 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the Developer and/or City of the need thereof at any time within the Maintenance Period. NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by Developer or City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the Developer or City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance Bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH EATON HIGH SCHOOL STADIUM ADDITION STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTS CPN 106072 Revised January 31, 2012 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 39 40 006219-3 MAINTENANCE BOND Page 3 of 3 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 7th day of Mat 12026. A S (Principal) a retary 61 Witness as to rincip 6i (i ATTEST: urety) 8ecaAm x Cade Allie. Witness q�w� Witness as to Surety Liam Hackett, Witness PRINCIPAL: Poeue Construction Co.. LP BY: Signatu pem6r ��Eame and Titleand Title #� Address: 1512 Bray Central Drive Suitc 3{10 McKInner, TX 75069 SURETY: Continental Casualty Companv, National InsuC nce Com any of k,;1,(:)rd BY: Signature Sean McCauley, Jr., Attornev-in-Fact _ Name and Title Address: 151 N. Franklin St 17th Floor Chicano. IL 60606 Telephone Number: (312) 822-5000 `__ *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH EATON HIGH SCHOOL, STADIUM .ADDITION STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTS CPN 106072 Revised January 31, 2012 POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT Know All Men By These Presents, That Continental Casualty Company, an Illinois insurance company, National Fire Insurance Company of Hartford, an Illinois insurance company, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania insurance company (herein called "the CNA Companies"), are duly organized and existing insurance companies having their principal offices in the City of Chicago, and State of Illinois, and that they do by virtue ofthe signatures and seals herein affixed hereby make, constitute and appoint Sean McCauley Jr, Sam Duckett, Bridget Truxillo, Sarah Timmons, Ashlyn Simchik, Liam Hackett, Jarrod Yost , Individually of Dallas, TX, their true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on their behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their insurance companies and all the acts of said Attorney, pursuant to the authority hereby given is hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority ofthe By -Laws and Resolutions, printed below, duly adopted, as indicated, by the Boards of Directors ofthe insurance companies. In Witness Whereof, the CNA Companies have caused these presents to be signed by their Vice President and their corporate seals to be hereto affixed on this 24th day of February, 2026. GASUgtt t1t58Aq Continental Casualty Company kipc° National Fire Insurance Company of Hartford (?,ORPORATg , ; ,ewarr American Casualty Company of Readin Pennsylvania SEAL Y Fey t ltr�Y�il, S / 1897 HAlt • Larry Kasten Vice President State of South Dakota, County of Minnehaha, ss: On this 24th day of February, 2026, before me personally came Larry Kasten to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is a Vice President of Continental Casualty Company, an Illinois insurance company, National Fire Insurance Company of Hartford, an Illinois insurance company, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania insurance company &scribed in and which executed the above instrument; that he knows the seals of said insurance companies; that the seals affixed to the said instrument are such corporate seals; that they were so affixed pursuant to authority given by the Boards of Directors of said insurance companies and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said insurance companies. My commission expires K WALSH% Novar Pueuc bE [.� December 4, 2031 BE ` SOUTH DANOiA K. Walsh NGtury Public CERTIFICATE 1, Paula Kolsrud, Assistant Secretary of Continental Casualty Company, an Illinois insurance company, National Fire Insurance Company or Hartford, an Illinois insurance company, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania insurance company do hereby certify that the Power of Attomey herein above set forth is still in force, and further certify that the By -Laws and Resolutions ofthe Board of Directors ofthe insurance companies printed below are still in force. In testimony whereof 1 have hereunto subscribed my name and affixed the seal ofthe said insurance companies this 7th day of May, 2026. Continental Casualty Company GAS UgT 0,-,Ot�N National Fire Insurance Company ofHartford American Casualty Company ofReading, Pennsylvania CORPORATEy SJ6 EAL 4 ��1,V 1��189T NAf Paula Kolsrud Assistant Secretary Authorizing By -Laws and Resolutions ADOPTED BY THE BOARD OF DIRECTORS OF EACH OF CONTINENTAL CASUALTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA (as defined above, the "CNA Companies"): This Power of Attorney is made and executed pursuant to and by authority ofthe following resolution duly adopted by the Board of Directors of each ofthe above CNA Companies at a meeting held on May 12, 1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents, agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents, agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary ofthe Company prior to such execution becoming effective." This Power of Attorney is signed by Larry Kasten, Vice President, who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of each ofthe CNA Companies. This Power of Attorney is signed and sealed by facsimile under and by the authority ofthe following Resolution adopted by the Board of Directors of each ofthe above Companies by unanimous written consent dated the 2511' day of April, 2012: "Whereas, the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers (the "Authorized Officers") to execute various policies, bonds, undertakings and other obligatory instruments of like nature; and Whereas, from time to time, the signature ofthe Authorized Officers, in addition to being provided in original, hard copy format, may be provided via facsimile or otherwise in an electronic format (collectively, "Electronic Signatures"); Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." This Power of Attorney may be signed by digital signature and sealed by a digital or otherwise electronic -formatted corporate seal under and by the authority of the following Resolution adopted by the Board of Directors of each ofthe above CNA Companies by unanimous written consent dated the 27th day of April, 2022: "RESOLVED: That it is in the best interest of the Company to periodically ratify and confirm any corporate documents signed by digital signatures and to ratify and confirm the use of a digital or otherwise electronic -formatted corporate seal, each to be considered the act and deed ofthe Company." Go to www.cnasurety.com > Owner / Obligee Services > Validate Bond Coverage, if you want to verify bond authenticity. Form F6853-6/2023 Certificate N° 1399 THIS IS TO CERTIFY THAT STATE OF TEXAS STATE BOARD OF INSURANCE CERTIFICATE OF AUTHORITY CONTINENTAL CASUALTY COMPANY CHICAGO; ILLINOIS Company No. 08-20550 has complied with the laws of the State of Texas applicable thereto and is hereby authorized to trans- act the business of Fire; Allied Coverages; Hall, browing crops only; Rain; Inland Marine; 11 Ocean Marine; Aircraft --Liability and Physical Damage; Accident and Health; Workmen's Compensation and Employers' Liability; Automobile --Liability and Physical Damage; Liability other than Automobile; Fidelity and Surety; Glass; I Burglary and Theft; Forgery; Boiler and Machinery; Forgery; Boiler and i Machinery; Credit; Livestock; Reinsurance on all lines except Life and Annuities insurance within the State of Texas. This Certificate of Authority shall be in full force and effect until it is revoked, canceled or suspended according to law. IN TESTIMONY WHEREOF, witness my hand and seal of office at Austin, Texas, this 22bd Augu1960 .'_ .------- day of ._ . .. .. us A. D. - ------ - -- e Cam`.. .. . Gti �V COMMISSIONER OF INSURANCE Texas Department of Insurance Certificate No. 14024 0 Company No. 0 8- 0 5 8 3 0 0 Certificate of Authority THIS IS TO CERTIFY THAT NATIONAL FIRE INSURANCE COMPANY OF HARTFORD CHICAGO, ILLINOIS has complied with the laws of the State of Texas applicable thereto and is hereby authorized to transact the business of Fire; Allied Coverages; Hail -growing crops only; Rain; Inland Marine, Ocean Marine; Aircraft --Liability & Physical Damage; Accident; Health; Workers' Compensation & Employers' Liability; Automobile --Liability & Physical Damage; Liability other than Automobile; Fidelity & Surety; Glass; Burglary & Theft; Forgery; Boiler & Machinery; Credit; Livestock and Reinsurance on all lines authorized to be written on a direct basis insurance within the state of Texas. This Certificate of Authority shall be in full force and effect until it is revoked, canceled or suspended according to law. IN TESTIMONY WHEREOF, witness my hand and seal of office at Austin, Texas, this 13th dayof February A.D.2006 MIKE GEESLIN COMMItl� LONER OF INSURANCE �y, BY _ y C� Ct 1 G6odwin Ohaeci, Director Company Licensing & Registration State of Texas Claim Notice Endorsement To be attached to and form a part of Bond No. 30243809 In accordance with Section 2253.021(f) of the Texas Government Code and Section 53.202(6) of the Texas Property Code any notice of claim to the named surety under this bond(s) should be sent to: CNA Surety 151 North Franklin, 17th Floor Chicago, IL 60606 Telephone: 1-877-672-6115 Form F6944-6-2016 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Article 1 — Defmitions and Terminology....................................................................... 1.01 Defined Terms............................................................................................ 1.02 Terminology............................................................................................... Article 2 — Preliminary Matters................................................................................................ 2.01 Before Starting Construction............................................................................... 2.02 Preconstruction Conference................................................................................. 2.03 Public Meeting..................................................................................................... Page .....................1 .....................1 ..................... 5 ...................... 6 ...................... 6 ...................... 6 ...................... 6 Article 3 — Contract Documents and Amending............................................................................................... 6 3.01 Reference Standards..................................................................................................................... 6 3.02 Amending and Supplementing Contract Documents.................................................................. 6 Article 4 — Bonds and Insurance....................................................................................................................... 7 4.01 Licensed Sureties and Insurers..................................................................................................... 7 4.02 Performance, Payment, and Maintenance Bonds........................................................................ 7 4.03 Certificates of Insurance............................................................................................................... 7 4.04 Contractor's Insurance.................................................................................................................. 9 4.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................1.2 Article 5 — Contractor's Responsibilities........................................................................................................12 5.01 Supervision and Superintendent.................................................................................................12 5.02 Labor; Working Hours................................................................................................................13 5.03 Services, Materials, and Equipment...........................................................................................13 5.04 Project Schedule..........................................................................................................................14 5.05 Substitutes and "Or-Equals".......................................................................................................14 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors).....................................16 5.07 Concerning Subcontractors, Suppliers, and Others...................................................................16 5.08 Wage Rates..................................................................................................................................18 5.09 Patent Fees and Royalties...........................................................................................................19 5.10 Laws and Regulations.................................................................................................................19 5.11 Use of Site and Other Areas.......................................................................................................19 5.12 Record Documents......................................................................................................................20 5.13 Safety and Protection.................................................................................................................. 21 5.14 Safety Representative.................................................................................................................21 5.15 Hazard Communication Programs.............................................................................................22 5.16 Submittals....................................................................................................................................22 5.17 Contractor's General Warranty and Guarantee..........................................................................23 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 5.18 Indemnification........................................................................................................................... 24 5.19 Delegation of Professional Design Services.............................................................................. 24 5.20 Right to Audit: :********************************************************************************************,*,*,*,*,""*********,*,*,*,**25 5.21 Nondiscrimination.......................................................................................................................25 Article 6 - Other Work at the Site...................................................................................................................26 6.01 Related Work at Site................................................................................................................... 26 Article 7 - City's Responsibilities...................................................................................................................26 7.01 Inspections, Tests, and Approvals.............................................................................................. 26 7.02 Limitations on City's Responsibilities....................................................................................... 26 7.03 Compliance with Safety Program...............................................................................................27 Article 8 - City's Observation Status During Construction...........................................................................27 8.01 City's Project Representative.....................................................................................................27 8.02 Authorized Variations in Work.................................................................................................. 27 8.03 Rejecting Defective Work..........................................................................................................27 8.04 Determinations for Work Performed..........................................................................................28 Article9 - Changes in the Work.....................................................................................................................28 9.01 Authorized Changes in the Work............................................................................................... 28 9.02 Notification to Surety..................................................................................................................28 Article 10 - Change of Contract Price; Change of Contract Time................................................................28 10.01 Change of Contract Price............................................................................................................28 10.02 Change of Contract Time............................................................................................................28 10.03 Delays.......................................................................................................................................... 28 Article 11 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work......................29 11.01 Notice of Defects........................................................................................................................ 29 11.02 Access to Work...........................................................................................................................29 11.03 Tests and Inspections.................................................................................................................. 29 11.04 Uncovering Work.......................................................................................................................30 11.05 City May Stop the Work.............................................................................................................30 11.06 Correction or Removal of Defective Work................................................................................30 11.07 Correction Period........................................................................................................................ 30 11.08 City May Correct Defective Work............................................................................................. 31 Article12 - Completion.................................................................................................................................. 32 12.01 Contractor's Warranty of Title................................................................................................... 32 12.02 Partial Utilization........................................................................................................................ 32 12.03 Final Inspection...........................................................................................................................32 12.04 Final Acceptance.........................................................................................................................33 Article 13 - Suspension of Work.................................................................................................................... 33 13.01 City May Suspend Work............................................................................................................ 33 Article14 - Miscellaneous.............................................................................................................................. 34 14.01 Giving Notice.............................................................................................................................. 34 CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 14.02 Computation of Times................................................................................................................ 34 14.03 Cumulative Remedies................................................................................................................. 34 14.04 Survival of Obligations.. 14.05 Headings ......................... ............... 35 ............... 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 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 defmition 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. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2. 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. 3. 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. 4. Buzzsaw — City's on-line, electronic document management and collaboration system. 5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contract —The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents —Those items that make up the contract and which must include the Agreement, and it's attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10-2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non -Resident Bidder iii. Prequalification Statement C. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds 1. Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions 1. Supplementary Conditions in. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents o. Drawings P. Documentation submitted by contractor prior to Notice of Award. q. The following which may be delivered or issued after the effective date if the Agreement and, if issued become an incorporated part of the Contract Documents i. Notice to Proceed ii. Field Orders iii. Change Orders iv. Letters of Final Acceptance r. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 10. Contractor —The individual or entity with whom Developer has entered into the Agreement. 11. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer — An individual or entity that desires to make certain improvements within the City of Fort Worth 13. 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. 14. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. 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. 17. General Requirements —A part of the Contract Documents between the Developer and a Contractor. 18. 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. 19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non -Participating Change Order —A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, 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. 22. Participating Change Order —A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, 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. 23. Plans — See definition of Drawings. 24. 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. 25. Project —The Work to be performed under the Contract Documents. 26. Project Representative —The authorized representative of the City who will be assigned to the Site. 27. Public Meeting — An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29. Samples 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. 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. 31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or Developer 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 or Developer which are designated for the use of Contractor. 32. 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. 33. Standard City Conditions — That part of the Contract Documents setting forth requirements of the City. 34. 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. 35. 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. 36. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions —That part of the Contract Documents which amends or supplements the General Conditions. 38. 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. 39. 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. 40. Weekend Working Hours — Hours beginning at 9: 00 a. in. and ending at S: 00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 41. 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 Participating Change Order, Non -Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42. 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 1.02.13 through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. 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. C. 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. D. 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 ARTICLE 2 — PRELIMINARY MATTERS 2.01 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non - Participating Change Orders occur. 2.02 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.03 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. ARTICLE 3 — CONTRACT DOCUMENTS AND AMENDING 3.01 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 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. 3.02 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 Participating Change Order or a Non -Participating 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; CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City's written interpretation or clarification. ARTICLE 4 — BONDS AND INSURANCE 4.01 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 coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, 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 the name of Developer and City 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 4.02.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 4.01 and 4.02.C. 4.03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 1. The certificate of insurance shall document the City, an as "Additional Insured" on all liability policies. 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 these Standard City Conditions. 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. 6. 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. 7. 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. 8. 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%. 9. 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 CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10-9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. 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. 11. 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. 12. 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 parry or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 4.04 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. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10-10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit 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 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. 1. 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 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits of a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 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. 1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 1) $1, 000, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage 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 following requirements: 1. The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: None 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. 3. The Contractual Liability coverage required by Paragraph 5.041) of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: a. General Aggregate: _None. b. Each Occurrence:: None 4. With respect to the above outlined insurance requirements, the following shall govern: a. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of - CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. 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. 4.05 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 Developer and 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 Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or 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 5 — CONTRACTOR'S RESPONSIBILITIES 5.01 Supervision and Superintendent 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. 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. 5.02 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. 5.03 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 CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 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. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 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 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.05 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 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 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 5.05.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 0125 00 and: 1) shall certify that the proposed substitute item will: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; ii. 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; iii. 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: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 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 5.05.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 5.05.A and 5.05.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 indemnify 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 Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.13. 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. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre -qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 ❑ Required for this Contract. (Check this box if there is any City Participation) Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE 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 MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. 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. B. 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: 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. C. 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. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. 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 these Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates ❑,% Required for this Contract. LL Not Required for this Contract. 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. 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 parry 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 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. 5.09 Patent Fees and Royalties A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify 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 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 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 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 3.01. 5.11 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 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. 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 5.18, Contractor shall indemnify 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 or Developer, 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 shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. 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. 5.12 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 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. 5.13 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 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 5.13.A.2 or 5.13.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. 5.14 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 5.15 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. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 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 5.16.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 5.16.C. 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 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. 5.17 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 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 or Developer 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 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 4.02.B. The City will give notice of observed defects with reasonable promptness. 5.18 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 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. 5.19 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 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 5.19, 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 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. 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. C. 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 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. D. 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. 5.21 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 ARTICLE 6 — OTHER WORK AT THE SITE 6.01 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. ARTICLE 7 — CITY'S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 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 5.13. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 7.03 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 5.13. ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 8.01 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. 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. 8.02 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 Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 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 11, whether or not the Work is fabricated, installed, or completed. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 8.04 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). ARTICLE 9 — CHANGES IN THE WORK 9.01 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 Participating 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 on a project with City participation, a Field Order may be issued by the City. 9.02 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. ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 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. 11.02 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. 11.03 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 of materials 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 approved by 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 11.03 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 CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance 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. 11.04 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. 11.05 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 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 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 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 11.07 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 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 5.10.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. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, 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 and Developer should such additional warranty coverage be required. Contractor's obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 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 11.06.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 and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 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 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 11.09. ARTICLE 12 — COMPLETION 12.01 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.02 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. 12.03 Final -Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 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. 12.04 Final Acceptance A. 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 upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any, to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. 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. 5. 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. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13 — SUSPENSION OF WORK 13.01 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 stop contract time on City participation projects. 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 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. ARTICLE 14 — MISCELLANEOUS 14.01 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. 14.02 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. 14.03 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 CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 0073 10- 35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 14.04 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. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Eaton High School Stadium Addition CPN 106072 011100-1 SUMMARY OF WORK SECTION 01 11 00 SUMMARY OF WORK PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 3 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 011100-2 SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 011100-3 SUMMARY OF WORK Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 012500-1 SUBSTITUTION PROCEDURES SECTION 0125 00 SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 4 The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 012500-2 SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, the resulting cost and/or time reduction will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 4. No additional contract time will be given for substitution. Substitution will be rejected if a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the City's opinion, acceptance will require substantial revision of the original design d. In the City's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm Address Date Telephone For Use by City: Approved City CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Recommended Recommended Not recommended Received late By Date _ Remarks Date Rejected Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 SECTION 013119 PRECONSTRUCTION MEETING PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 31 19 - 1 PRECONSTRUCTION MEETING Page 1 of 3 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the execution of the Agreement and before Work is started. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Project Representative b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised August 17, 2012 Eaton High School Stadium Addition CPN 106072 01 31 19 - 2 PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section 0132 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals in. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings f£ Temporary construction facilities gg. M/WBE or MBE/SBE procedures hh. Final Acceptance ii. Final Payment J. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 01 31 19 - 3 PRECONSTRUCTION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised August 17, 2012 Eaton High School Stadium Addition CPN 106072 013233-1 DAP PRECONSTRUCTION VIDEO Page 1 of 2 SECTION 0132 33 PRECONSTRUCTION VIDEO PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. Though not mandatory, it is highly recommended on infill developer projects. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] E I 0 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 Eaton High School Stadium Addition CPN 106072 013233-2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 Eaton High School Stadium Addition CPN 106072 SECTION 0133 00 SUBMITTALS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 013300-1 SUBMITTALS Page 1 of 8 1. General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 01 33 00 - 2 SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: [11CZGi1ZIZ1a1Z: 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8'/2 inches x 11 inches to 8 1/2 inches x 11inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 013300-3 SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 01 33 00 - 4 SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 013300-5 SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City fords to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 013300-6 SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the City at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 013300-7 SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Use the Request for Information (RFI) form provided by the City. 3. Numbering of RFI a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and increasing sequentially with each additional transmittal. 4. Sufficient information shall be attached to permit a written response without further information. 5. The City will log each request and will review the request. a. If review of the project information request indicates that a change to the Contract Documents is required, the City will issue a Field Order or Change Order, as appropriate. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 013300-8 SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION 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 Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 01 45 23 TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another external FTP site approved by the City. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 9, 2020 Eaton High School Stadium Addition CPN 106072 01 45 23 TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] [! .- LS /\ ION I 010r.10161u /V 151.E I \ w el -Iu 1110 r\ If.`l1►1411 a lk-1 117 I 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 3/9/2020 D.V. Magaiia Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 9, 2020 Eaton High School Stadium Addition CPN 106072 015000-1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART1- GENERAL 1.1 SUMMARY A. Section Includes: Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE -INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 01 50 00 - 4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 01 55 26 -1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1 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 I —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. Contractor shall minimize lane closures and impact to vehicular/pedestrian 30 traffic. 31 b. When traffic controlplans are included in the Drawings, provide Traffic 32 Control in accordance with Drawings and Section 34 71 13. 33 c. When traffic control plans are not included in the Drawings, prepare traffic 34 control plans in accordance with Section 34 71 13 and submit to City for 35 review. 35 1) Allow minimum 10 working days for review of proposed Traffic Control. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 01 5526 -2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 2) A traffic control "Typical" published by City of Fort Worth, the Texas 2 Manual Unified Traffic Control Devices (TMUTCD) or Texas Department 3 of Transportation (TxDOT) canbe used as an alternative to preparing 4 project/site specific traffic control plan if the typical is applicable to the 5 specific project/site. 6 B. Street Use Permit 7 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 8 a. To obtain Street Use Permit, submit Traffic Control Plans to City 9 Transportation and Public Works Department. 10 1) Allow a minimum of 5 working days for permit review. 11 2) It is the Contractor's responsibility to coordinate review of Traffic Control 12 plans for Street Use Permit, such that construction is not delayed. 13 C. Modification to Approved Traffic Control 14 1. Prior to installation traffic control: 15 a. Submit revised traffic control plans to City Department Transportation and 16 Public Works Department. 17 1) Revise Traffic Control plans in accordance with Section 34 71 13. 18 2) Allow minimum 5 working days for review of revised Traffic Control. 19 3) It is the Contractor's responsibility to coordinate review of Traffic Control 20 plans for Street Use Permit, such that construction is not delayed. 21 D. Removal of Street Sign 22 1. If it is determined that a street sign must be removed for construction, then contact 23 City Transportation and Public Works Department, Signs and Markings Division to 24 remove the sign. 25 E. Temporary Signage 26 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 27 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 28 Devices (MUTCD). 29 2. Install temporary sign before the removal of permanent sign. 30 3. When construction is complete, to the extent that the permanent sign can be 31 reinstalled, contact the City Transportation and Public Works Department, Signs 32 and Markings Division, to reinstall the permanent sign. 33 F. Traffic Control Standards 34 1. Traffic Control Standards can be found on the City's website. 35 1.5 SUBNHTTALS [NOT USED] 36 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 01 55 26 - 3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 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 [NOT USED] 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 11 I? END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.4 A. Added language to emphasize minimizing of lane closures and impact to traffic. 3/22/2021 M Owen 1.4 A. 1. c. Added language to allow for use of published traffic control "Typicals" i applicable to specific project/site. 1.4 F. 1) Removed reference to Buzzsaw 1.5 Added language re: submittal of permit CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 22, 2021 Eaton High School Stadium Addition CPN 106072 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 01 5713 STORM WATER POLLUTION PREVENTION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 3125 00 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than I 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 3125 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 015713-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP 1. Submit in accordance with Section 01 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 015713-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 0133 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 1004WIX110M0141111 cowl Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 SECTION 0158 13 TEMPORARY PROJECT SIGNAGE PART1- GENERAL 1.1 SUMMARY 0158 13- 1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 A. Section Includes: 1. Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria 1. Provide free standing Project Designation Sign in accordance with City's Standard Details for project signs. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 015813-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 B. Materials 1. Sign a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed, upon request of the City. B. Mounting options a. Skids b. Posts c. Barricade 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. General 1. Maintenance will include painting and repairs as needed or directed by the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 015813-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 SECTION 0160 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 PRODUCT REQUIREMENTS Page 1 of 2 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. A list of City approved products for use is available through the City's website at: https:Happs.fortworthtexas.gov/ProjectResources/ and following the directory path; 02 - Construction Documents/Standard Products List B. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. C. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. D. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. E. See Section 0133 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 9, 2020 Eaton High School Stadium Addition CPN 106072 01 60 00 PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 3/9/2020 D.V. Magaiia Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 9, 2020 Eaton High School Stadium Addition CPN 106072 01 66 00 - 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1. 10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off -site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 01 66 00 - 4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 017000-1 DAP MOBILIZATION AND REMOBILIZATION Page 1 of 4 SECTION 0170 00 MOBILIZATION AND REMOBILIZATION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 Eaton High School Stadium Addition CPN 106072 017000-2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor's operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Mobilization and Demobilization a. Measure 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. Remobilization for suspension of Work as specifically required in the Contract Documents a. Measurement 1) Measurement for this Item shall be per each remobilization performed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Specified Remobilization" in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section 1.1.A.2.a.1) 2) Remobilization as described in Section 1.1.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 Eaton High School Stadium Addition CPN 106072 017000-3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Emergency Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 Eaton High School Stadium Addition CPN 106072 017000-4 DAP MOBILIZATION AND REMOBILIZATION Page 4 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 Eaton High School Stadium Addition CPN 106072 017123-1 DAP CONSTRUCTION STAKING AND SURVEY Page 1 of 4 SECTION 01 71 23 CONSTRUCTION STAKING AND SURVEY PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Staking a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Certificates 1. Provide certificate certifying that elevations and locations of improvements are in conformance or non-conformance with requirements of the Contract Documents. a. Certificate must be sealed by a registered professional land surveyor in the State of Texas. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 Eaton High School Stadium Addition CPN 106072 017123-2 DAP CONSTRUCTION STAKING AND SURVEY Page 2 of 4 B. Field Quality Control Submittals 1. Documentation verifying accuracy of field engineering work. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the City. Coordination a. Contact City's Project Representative at least 2 weeks in advance for scheduling of Construction Staking. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. General a. Contractor is responsible for preserving and maintaining stakes furnished by City. b. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed or disturbed, by Contractor's neglect, such that the contracted Work cannot take place, then the Contractor will be required to pay the City for new staking with a 25 percent markup. The cost for staking will be deducted from the payment due to the Contractor for the Project. B. Construction Survey 1. Construction Survey will be performed by the City. Coordination a. Contractor to verify that control data established in the design survey remains intact. b. Coordinate with the City prior to field investigation to determine which horizontal and vertical control data will be required for construction survey. c. It is the Contractor's responsibility to coordinate Construction Survey such that construction activities are not delayed or negatively impacted. d. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. 1) City shall perform replacements and/or restorations. General a. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work as it progresses for Project Records. b. The Contractor will need to ensure coordination is maintained with the City to perform construction survey to obtain construction features, including but not limited to the following: 1) All Utility Lines a) Rim and flowline elevations and coordinates for each manhole or junction structure 2) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Every 250 linear feet CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 Eaton High School Stadium Addition CPN 106072 017123-3 DAP CONSTRUCTION STAKING AND SURVEY Page 3 of 4 (2) Horizontal and vertical points of inflection, curvature, etc. (All Fittings) (3) Cathodic protection test stations (4) Sampling stations (5) Meter boxes/vaults (All sizes) (6) Fire lines (7) Fire hydrants (8) Gate valves (9) Plugs, stubouts, dead-end lines (10) Air Release valves (Manhole rim and vent pipe) (11) Blow off valves (Manhole rim and valve lid) (12) Pressure plane valves (13) Cleaning wyes (14) Casing pipe (each end) b) Storm Sewer (1) Top of pipe elevations and coordinates at the following locations: (a) Every 250 linear feet (b) Horizontal and vertical points of inflection, curvature, etc. c) Sanitary Sewer (1) Top of pipe elevations and coordinates for sanitary sewer lines at the following locations: (a) Every 250 linear feet (b) Horizontal and vertical points of inflection, curvature, etc. (c) Cleanouts c. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work associated with meeting or exceeding the line and grade required by these Specifications. d. The Contractor will need to ensure coordination is maintained with the City to perform construction survey and to verify control data, including but not limited to the following: 1) Established benchmarks and control points provided for the Contractor's use are accurate 2) Benchmarks were used to furnish and maintain all reference lines and grades for tunneling 3) Lines and grades were used to establish the location of the pipe 4) Submit to the City copies of field notes used to establish all lines and grades and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City to verify the guidance system and the line and grade of the carrier pipe on a daily basis. 6) The Contractor remains fully responsible for the accuracy of the work and the correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to City. 9) If the installation does not meet the specified tolerances, immediately notify the City and correct the installation in accordance with the Contract Documents. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 Eaton High School Stadium Addition CPN 106072 01 71 23 - 4 DAP CONSTRUCTION STAKING AND SURVEY Page 4 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL A. It is the Contractor's responsibility to maintain all stakes and control data placed by the City in accordance with this Specification. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 Eaton High School Stadium Addition CPN 106072 SECTION 0174 23 CLEANING PART1- GENERAL 1.1 SUMMARY 017423-1 CLEANING Page 1 of 4 A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I — General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 01 74 23 - 2 CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 01 74 23 - 3 CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Interior Final Cleaning 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other foreign materials from sight -exposed surfaces. 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 3. Wash and shine glazing and mirrors. 4. Polish glossy surfaces to a clear shine. 5. Ventilating systems a. Clean permanent filters and replace disposable filters if units were operated during construction. b. Clean ducts, blowers and coils if units were operated without filters during construction. 6. Replace all burned out lamps. 7. Broom clean process area floors. 8. Mop office and control room floors. D. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re -seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 01 74 23 - 4 CLEANING Page 4 of 4 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 02 4113 SELECTIVE SITE DEMOLITION 024113-1 SELECTIVE SITE DEMOLITION Page 1 of 5 5 A- Section Includes: 6 1. Removing sidewalks and steps 7 2. Removing ADA ramps, landings, and detectable warning surfaces 8 3. Removing driveways 9 4. Removing fences 10 5. Removing guardrail 11 6. Removing retaining walls (less than 4 feet tall) 12 7. Removing mailboxes 13 8. Removing rip rap 14 9. Removing miscellaneous concrete structures including porches and foundations 15 10. Disposal of removed materials 16 B. Deviations this from City of Fort Worth Standard Specification 17 1. None. 18 C. Related Specification Sections include, but are not necessarily limited to: 19 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 20 Contract 21 2. Division 1— General Requirements 22 3. Section 3123 23 — Borrow 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Measurement 26 a. Remove Sidewalk: Measure by square foot. 27 b. Remove Steps: measure by the square foot as seen in the plan view only. 28 c. Remove ADA Ramp: measure by each. 29 d. Remove Detectable Warning Surface: measure by each 30 e. Remove Driveway: measure by the square foot by type. 31 f. Remove Fence: measure by the linear foot. 32 g. Remove Guardrail: measure by the linear foot along the face of the rail in place 33 including metal beam guard fence transitions and single guard rail terminal 34 sections from the center of end posts. 35 h. Remove Retaining Wall (less than 4 feet tall): measure by the linear foot 36 i. Remove Mailbox, Remove and Replace Mailbox, and Relocate Mailbox: 37 measure by each. 38 j. Remove Rip Rap: measure by the square foot. 39 k. Remove Miscellaneous Concrete Structure: measure by the lump sum. 40 2. Payment CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 11, 2022 Eaton High School Stadium Addition CPN 106072 024113-2 SELECTIVE SITE DEMOLITION Page 2 of 5 1 a. Remove Sidewalk: full compensation for saw cutting, removal, hauling, 2 disposal, tools, equipment, labor and incidentals needed to execute work. 3 Sidewalk adjacent to or attached to retaining wall (including sidewalk that acts 4 as a wall footing) shall be paid as sidewalk removal. For utility projects, this 5 Item shall be considered subsidiary to the trench and no other compensation 6 will be allowed. 7 b. Remove Steps: full compensation for saw cutting, removal, hauling, disposal, 8 tools, equipment, labor and incidentals needed to execute work. For utility 9 projects, this Item shallbe considered subsidiary to the trench and no other 10 compensation will be allowed. 11 c. Remove ADA Ramp and landing: full compensation for saw cutting, removal, 12 hauling, disposal, tools, equipment, labor and incidentals needed to execute 13 work. Work includes ramp landing removal. For utility projects, this Item shall 14 be considered subsidiary to the trench and no other compensation will be 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 allowed. d. Remove Detectable Warning Surface: full compensation for removal, hauling, disposal, tools, equipment, labor and incidentals needed to execute work. Work includes detectable warning surface removal from ramp. e. Remove Driveway: full compensation for saw cutting, removal, hauling, disposal, tools, equipment, labor and incidentals needed to remove improved driveway by type. For utility projects, this Item shallbe considered subsidiary to the trench and no other compensation will be allowed. f. Remove Fence: full compensation for removal, hauling, disposal, tools, equipment, labor and incidentals needed to remove fence. For utility projects, this Item shall be considered subsidiary to the trench and no other compensation will be allowed. g. Remove Guardrail: full compensation for removing materials, loading, hauling, unloading, and storing or disposal; furnishing backfill material; backfilling the postholes; and equipment, labor, tools, and incidentals. For utility projects, this Item shall be considered subsidiary to the trench and no other compensation will be allowed. h. Remove Retaining Wall (less than 4 feet tall): full compensation for saw cutting, removal, hauling, disposal, tools, equipment, labor and incidentals needed to execute work. Sidewalk adjacent to or attached to retaining wall (including sidewalk that acts as a wall footing) shall be paid as sidewalk removal. For utility projects, this Item shall be considered subsidiary to the trench and no other compensation will be allowed. i. Remove Mailbox: full compensation for removal, hauling, disposal, tools, equipment, labor and incidentals needed to execute work. For utility projects, this Item shall be considered subsidiary to the trench and no other compensation will be allowed. j. Remove and Replace Mailbox and Relocate Mailbox: full compensation for removal, hauling, disposal or relocation, and installation or construction of replacement, tools, equipment, labor and incidentals needed to execute work for different types: traditional pipe and mailbox or brick mailbox, at equal or better condition on completion k. Remove Rip Rap: full compensation for saw cutting, removal, hauling, disposal, tools, equipment, labor and incidentals needed to execute work. For utility projects, this Item shall be considered subsidiary to the trench and no other compensation will be allowed. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 11, 2022 Eaton High School Stadium Addition CPN 106072 024113-3 SELECTIVE SITE DEMOLITION Page 3 of 5 1 1. Remove Miscellaneous Concrete Structure: full compensation for saw cutting, 2 removal, hauling, disposal, tools, equipment, labor and incidentals needed to 3 execute work. For utility projects, this Item shall be considered subsidiary to 4 the trench and no other compensation will be allowed. 5 1.3 REFERENCES 6 A. Definitions 7 1. Improved Driveway: Driveway constructed of concrete, asphalt paving or brick unit 8 pavers. 9 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 10 1.5 SUBMITTALS [NOT USED] 11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 12 1.7 CLOSEOUT SUBMITTALS [NOT USED] 13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14 1.9 QUALITY ASSURANCE [NOT USED] 15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16 1.11 FIELD [SITE] CONDITIONS [NOT USED] 17 1.12 WARRANTY [NOT USED] 18 PART 2 - PRODUCTS 19 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 20 2.2 MATERIALS 21 A. Fill Material: See Section 3123 23. 22 2.3 ACCESSORIES [NOT USED] 23 2.4 SOURCE QUALITY CONTROL [NOT USED] 24 PART 3 - EXECUTION 25 3.1 INSTALLERS [NOT USED] 26 3.2 EXAMINATION [NOT USED] 27 3.3 PREPARATION [NOT USED] 28 3.4 REMOVAL 29 A. Remove Sidewalk 30 1. Remove sidewalk to nearest existing dummy, expansion or construction joint. 31 2. Sawcut when removing to nearest joint is not practical. See 3.4.K 32 B. Remove Steps 33 1. Remove step to nearest existing dummy, expansion or construction joint. 34 2. Sawcut when removing to nearest joint is not practical. See 3.4.K 35 C. Remove ADA Ramp CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 11, 2022 Eaton High School Stadium Addition CPN 106072 024113-4 SELECTIVE SITE DEMOLITION Page 4 of 5 1 1. Sawcut existing curb and gutter and pavement prior to wheel chair ramp removal. 2 See 3.4.K 3 2. Remove ramp to nearest existing dummy, expansion or construction joint on 4 existing sidewalk. 5 D. Remove Detectable Warning Surface 6 1. Remove old detectable warning surface from ramp, including either pavers or 7 prefabricated panels 8 2. Clean any glue or residue from the surface 9 E. Remove Driveway 10 1. Sawcut existing drive, curb and gutter and pavement prior to drive removal. See 11 3.4.K 12 2. Remove drive to nearest existing dummy, expansion or construction joint. 13 3. Sawcut when removing to nearest joint is not practical. See 3.4.K 14 4. Remove adjacent sidewalk to nearest existing dummy, expansion or construction 15 joint on existing sidewalk. 16 F. Remove Fence 17 1. Remove all fence components above and below ground and backfillwith acceptable 18 fill material. 19 2. Use caution in removing and salvaging fence materials. 20 3. Salvaged materials may be used to reconstruct fence as approved by City or as 21 shown on Drawings. 22 4. Contractor responsible for keeping animals (livestock, pets, etc.) within the fenced 23 areas during construction operation and while removing fences. 24 G. Remove Guardrail 25 1. Remove rail elements in original lengths. 26 2. Remove fittings from the posts and the metal rail and then pull the posts. 27 3. Do not mar or damage salvageable materials during removal. 28 4. Completely remove posts and any concrete surrounding the posts. 29 5. Furnish backfill material and backfill the hole with material equal in composition 30 and density to the surrounding soil unless otherwise directed. 31 6. Cut off or bend down eyebolts anchored to the dead man to an elevation at least 1- 32 foot below the new subgrade elevation and leave in place along with the dead man. 33 H Remove Retaining Wall (less than 4 feet tall) 34 1. Remove wall to nearest existing joint. 35 2. Sawcut when removing to nearest joint is not practical. See 3.4.K 36 3. Removal includes all components of the retaining wall including footings. 37 4. Sidewalk adjacent to or attached to retaining wall: See 3.4.A 38 I. Remove Mailbox 39 1. Salvage existing materials for reuse. Mailbox materials may need to be used for 40 reconstruction. 41 J. Remove Rip Rap CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 11, 2022 Eaton High School Stadium Addition CPN 106072 024113-5 SELECTIVE SITE DEMOLITION Page 5 of 5 1 1. Remove rip rap to nearest existing dummy, expansion or construction joint. 2 2. Sawcut when removing to nearest joint is not practical. See 3.4.K 3 K Remove Miscellaneous Concrete Structure 4 1. Remove portions of miscellaneous concrete structures including foundations and 5 slabs that do not interfere with proposed construction to 2 feet below the finished 6 ground line. 7 2. Cut reinforcement close to the portion of the concrete to remain in place. 8 3. Break or perforate the bottom of structures to remain to prevent the entrapment of 9 water. 10 L. Sawcut 11 1. Sawing Equipment 12 a. Power -driven 13 b. Manufactured for the purpose of sawing pavement 14 c. In good operating condition 15 d. Shall not spall or fracture the pavement to the removal area 16 2. Sawcut perpendicular to the surface completely through existing pavement. 17 3.5 REPAIR [NOT USED] 18 3.6 REINSTALLATION [NOT USED] 19 3.7 SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 28 29 END OF SECTION Revis ion Log DATE NAME SUMMARYOF CHANGE 12/20/2012 D. Johnson 1.2.A.2. Modified Payment - Items will be subsidiary to trench on utility projects 3/11/2022 M Owen/S Hobbs Added measurement and payment for Remove andReplace Mailbox and Relocate Mailbox and Remove Detectable Warning Mace CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 11, 2022 Eaton High School Stadium Addition CPN 106072 024115-1 PAVING REMOVAL Page 1 of 6 SECTION 02 4115 PAVING REMOVAL PART1- GENERAL [KiJM-111JAI-►•I I\;7.1 A. Section Includes: 1. Removing concrete paving, asphalt paving and brick paving 2. Removing concrete curb and gutter 3. Removing concrete valley gutter 4. Milling roadway paving 5. Pulverization of existing pavement 6. Disposal of removed materials B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 3. Section 32 1133 - Cement Treated Base Courses 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Remove Concrete Paving: measure by the square yard from back-to-back of curbs. b. Remove Asphalt Paving: measure by the square yard between the lips of gutters. c. Remove Brick Paving: measure by the square yard. d. Remove Concrete Curb and Gutter: measure by the linear foot. e. Remove Concrete Valley Gutter: measure by the square yard f. Wedge Milling: measure by the square yard for varying thickness. g. Surface Milling: measure by the square yard for varying thickness. h. Butt Milling: measured by the linear foot. i. Pavement Pulverization: measure by the square yard. j. Remove Speed Cushion: measure by each. 2. Payment a. Remove Concrete Paving: full compensation for saw cutting, removal, hauling, disposal, tools, equipment, labor and incidentals needed to execute work. For utility projects, this Item shall be considered subsidiary to the trench and no other compensation will be allowed. b. Remove Asphalt Paving: full compensation for saw cutting, removal, hauling, disposal, tools, equipment, labor and incidentals needed to execute work. For utility projects, this Item shall be considered subsidiary to the trench and no other compensation will be allowed. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised February 2, 2016 Eaton High School Stadium Addition CPN 106072 024115-2 PAVING REMOVAL Page 2 of 6 c. Remove Brick Paving: full compensation for saw cutting, removal, salvaging, cleaning, hauling, disposal, tools, equipment, labor and incidentals needed to execute work. For utility projects, this Item shall be considered subsidiary to the trench and no other compensation will be allowed. d. Remove Concrete Curb and Gutter: full compensation for saw cutting, removal, hauling, disposal, tools, equipment, labor and incidentals needed to execute work. For utility projects, this Item shall be considered subsidiary to the trench and no other compensation will be allowed. e. Remove Concrete Valley Gutter: full compensation for saw cutting, removal, hauling, disposal, tools, equipment, labor and incidentals needed to execute work. f. Wedge Milling: full compensation for all milling, hauling milled material to salvage stockpile or disposal, tools, labor, equipment and incidentals necessary to execute the work. g. Surface Milling: full compensation for all milling, hauling milled material to salvage stockpile or disposal, tools, labor, equipment and incidentals necessary to execute the work. h. Butt Milling: full compensation for all milling, hauling milled material to salvage stockpile or disposal, tools, labor, equipment and incidentals necessary to execute the work. i. Pavement Pulverization: full compensation for all labor, material, equipment, tools and incidentals necessary to pulverize, remove and store the pulverized material, undercut the base, mixing, compaction, haul off, sweep, and dispose of the undercut material. j. Remove speed cushion: full compensation for removal, hauling, disposal, tools, equipment, labor, and incidentals needed to execute the work. For utility projects, this Item shall be considered subsidiary to the trench and no other compensation will be allowed. k. No payment for saw cutting of pavement or curbs and gutters will be made under this section. Include cost of such work in unit prices for items listed in bid form requiring saw cutting. 1. No payment will be made for work outside maximum payment limits indicated on plans, or for pavements or structures removed for CONTRACTOR'S convenience. 1.3 REFERENCES A. ASTM International (ASTM): a. D698, Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)) 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised February 2, 2016 Eaton High School Stadium Addition CPN 106072 024115-3 PAVING REMOVAL Page 3 of 6 1.11 FIELD CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 2.2 EQUIPMENT [NOT USED] 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 EXAMINATION [NOT USED] 3.2 INSTALLERS [NOT USED] 3.3 PREPARATION A. General: 1. Mark paving removal limits for City approval prior to beginning removal. 2. Identify known utilities below grade - Stake and flag locations. 3.4 PAVEMENT REMOVAL A. General. 1. Exercise caution to minimize damage to underground utilities. 2. Minimize amount of earth removed. 3. Remove paving to neatly sawed joints. 4. Use care to prevent fracturing adjacent, existing pavement. B. Sawing 1. Sawing Equipment. a. Power -driven. b. Manufactured for the purpose of sawing pavement. c. In good operating condition. d. Shall not spall or fracture the pavement structure adjacent to the removal area. 2. Sawcut perpendicular to the surface to full pavement depth, parallel and perpendicular to existing joint. 3. Sawcut parallel to the original sawcut in square or rectangular fashion. 4. If a sawcut falls within 5 feet of an en existing dummy joint, construction joint, saw joint, cold joint, expansion joint, edge of paving or gutter lip, remove paving to that joint, edge or lip. 5. If a pavement edge of a cut is damaged subsequent to saw cutting, saw to a new, neat, straight line for the purpose of removing the damaged area. C. Remove Concrete Paving and Concrete Valley Gutter 1. Sawcut: See 3.4.13. 2. Remove concrete to the nearest expansion joint or vertical saw cut. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised February 2, 2016 Eaton High School Stadium Addition CPN 106072 0241 15 - 4 PAVING REMOVAL Page 4 of 6 D. Remove Concrete Curb and Gutter 1. Sawcut: See 3.4.13. 2. Minimum limits of removal: 30 inches in length. E. Remove Asphalt Paving 1. Sawcut: See 3.4.13. 2. Remove pavement without disturbing the base material. 3. When shown on the plans or as directed, stockpile materials designated as salvageable at designated sites. 4. Prepare stockpile area by removing vegetation and trash and by providing for proper drainage. F. Milling 1. General a. Mill surfaces to the depth shown in the plans or as directed. b. Do not damage or disfigure adjacent work or existing surface improvements. c. If milling exposes smooth underlying pavement surfaces, mill the smooth surface to make rough. d. Provide safe temporary transition where vehicles or pedestrians must pass over the milled edges. e. Remove excess material and clean milled surfaces. f. Stockpiling of planed material will not be permitted within the right of way unless approved by the City. g. If the existing base is brick and cannot be milled, remove a 5 foot width of the existing brick base. See 3.3.G. for brick paving removal. Milling Equipment a. Power operated milling machine capable of removing, in one pass or two passes, the necessary pavement thickness in a five-foot minimum width. b. Self-propelled with sufficient power, traction and stability to maintain accurate depth of cut and slope. c. Equipped with an integral loading and reclaiming means to immediately remove material cut from the surface of the roadway and discharge the cuttings into a truck, all in one operation. d. Equipped with means to control dust created by the cutting action. e. Equipped with a manual system providing for uniformly varying the depth of cut while the machine is in motion making it possible to cut flush to all inlets, manholes, or other obstructions within the paved area. f. Variable Speed in order to leave the specified grid pattern. g. Equipped to minimize air pollution. Wedge Milling and Surface Milling a. Wedge Mill existing asphalt, concrete or brick pavement from the lip of gutter at a depth of 2 inches and transitioning to match the existing pavement (0-inch cut) at a minimum width of 5 feet. b. Surface Mill existing asphalt pavement to the depth specified, c. Provide a milled surface that provides a uniform surface free from gouges, ridges, oil film, and other imperfections of workmanship with a uniform textured appearance. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised February 2, 2016 Eaton High School Stadium Addition CPN 106072 024115-5 PAVING REMOVAL Page 5 of 6 d. In all situations where the existing H.M.A.C. surface contacts the curb face, the wedge milling includes the removal of the existing asphalt covering the gutter up to and along the face of curb. e. Perform wedge or surface milling operation in a continuous manner along both sides of the street or as directed. 4. Butt Joint Milling a. Mill butt joints into the existing surface, in association with the wedge milling operation. b. Butt joint will provide a full width transition section and a constant depth at the point where the new overlay is terminated. c. Typical locations for butt joints are at all beginning and ending points of streets where paving material is removed. Prior to the milling of the buttjoints, consult with the City for proper location and limits of these joints. d. Butt Milled joints are required on both sides of all railroad tracks and concrete valley gutters, bridge decks and culverts and all other items which transverse the street and end the continuity of the asphalt surface. e. Make each butt joint 20 feet long and milled out across the full width of the street section to a tapered depth of 2 inch. f. Taper the milled area within the 20-feet to a depth from 0-inch to 2-inch at a line adjacent to the beginning and ending points or intermediate transverse items. g. Provide a temporary wedge of asphalt at all butt joints to provide a smooth ride over the bump. G. Remove Brick Paving 1. Remove masonry paving units to the limits specified in the plans or as directed by the City. 2. Salvage existing bricks for re -use, clean, palletize, and deliver to the City Stock pile yard at 3300 Yuma Street or as directed. H. Pavement Pulverization 1. Pulverization a. Pulverize the existing pavement to depth of 8 inches. See Section 32 1133. b. Temporarily remove and store the 8-inch deep pulverized material, then cut the base 2 inches. c. Start 2-inch base cut at a depth of 8 inches from the existing pulverized surface. Cement Application a. Use 3.5% Portland cement. b. See Section 32 1133. 3. Mixing: see Section 32 1133. 4. Compaction: see Section 32 1133. 5. Finishing: see Section 32 1133. 6. Curing: see Section 32 1133. 7. If the existing pavement has a combination of 10 inches of H.M.A.C. and crushed stone/gravel: a. Undercut not required b. Pulverize 10 inches deep. c. Remove 2-inch the total pulverized amount. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised February 2, 2016 Eaton High School Stadium Addition CPN 106072 024115-6 PAVING REMOVAL Page 6 of 6 I. Remove speed cushion 1. Scrape or sawcut speed cushion from existing pavement without damaging existing pavement. 3.5 REPAIR [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A — modified payment requirements on utility projects 2/2/2016 F. Griffin 1.2.A.2.b. — Removed duplicate last sentence. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised February 2, 2016 Eaton High School Stadium Addition CPN 106072 26 05 00 -1 COMMON WORK RESULTS FOR ELECTRICAL Page 1 of 5 1 SECTION 26 05 00 2 COMMON WORK RESULTS FOR ELECTRICAL 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. All labor, materials and equipment required to install, test and provide an 7 operational, electrical system as specified and as shown on the Drawings 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 I —General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 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 39 40 41 A Measurement and Payment 1. Electrical Facilities a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and materials furnished in accordance to this Item shall be paid for at the lump sum price bid for "Electrical Facilities". c. The price bid shall include: 1) Furnishing and installing a complete electrical system 2) Wire 3) Cable 4) Conduit and related hardware 5) Supports 6) Excavation 7) Furnishing, placement and compaction of backfill 8) Hauling 9) Clean-up 2. Furnish and Install Electrical Service a. Measurement 1) Measurement for electrical service shallbe per each type and size furnished and installed. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid for "Furnish/Install Electrical Service" shall be made at the price bid per each type and size installed. c. The price bid shall include all aspects of completing the installation of electrical service including, but not limited to: 1) Conduit CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 11, 2022 Eaton High School Stadium Addition CPN 106072 26 05 00 - 2 COMMON WORK RESULTS FOR ELECTRICAL Page 2 of 5 1 2) Pole risers 2 3) Meter base 3 4) Breaker box 4 5) Breakers 5 6) Coordination with Electrical Service Provider 6 3. Install Electrical Service 7 a. Measurement 8 1) Measurement for electrical service shallbe per each type and size installed. 9 b. Payment 10 1) The work performed and the materials furnished in accordance with this 11 Item shall be paid for at the unit price bid for "Install Electrical Service" 12 shall be made at the price bid per each type and size installed. 13 c. The price bid shall include all aspects of completing the installation of electrical 14 service including, but not limited to: 15 1) Conduit 16 2) Pole risers 17 4. Remove Electrical Service 18 a. Measurement 19 1) Measurement for electrical service shallbe per each type and size removed. 20 b. Payment 21 1) The work performed in accordance with this Item shallbe paid for at the 22 unit price bid for "Remove Electrical Service" shall be made at the price bid 23 per each type and size removed. 24 c. The Price bid shall include all aspects of completing the removal of electrical 25 service including, but not limited to: 26 1) Foundation 2 ft below ground surface 27 2) Stand alone poles that services only the electrical service 28 1.3 REFERENCES 29 A. Reference Standards 30 1. Reference standards cited in this Specification refer to the current reference 31 standard published at the time of the latest revision date logged at the end of this 32 Specification, unless a date is specifically cited. 33 2. Underwriters Laboratories, Inc. (UL) 34 1.4 ADNIINISTRATIVE REQUIREMENTS 35 A. Coordination 36 1. Where references are made to the Related Work paragraph in each Specification 37 Section, referring to other Sections and other Divisions of the Specifications, the 38 Contractor shall provide such information or Work as may be required in those 39 references, and include such information or Work as may be specified. 40 2. Division 26 requirements apply to electrical work provided under any division of 41 the Specifications 42 R Service and Metering 43 1. Obtain service from the electric service provider at 120/240 Volts, Single Phase, 44 Three Wire, 60 Hz from transformer equipment furnished and installed by the 45 power company. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 11, 2022 Eaton High School Stadium Addition CPN 106072 26 05 00 - 3 COMMON WORK RESULTS FOR ELECTRICAL Page 3 of 5 1 2. Power company responsibilities 2 a. Furnishing and installing the primary overhead conductors and pole line 3 b. Furnishing and installing the transformer or riser pole, primary cutouts, 4 lightning arresters and grounding 5 c. Furnishing and installing primary conduits and cables 6 d. Furnishing and installing the transformer pad and grounding (ifpad-mounted 7 transformer) 8 e. Furnishing and installing transformer 9 f. Terminating underground primary cables 10 g. Furnishing metering current transformers (CT's), meter and meter wiring 11 h. Terminating secondary cables to the service transformer 12 i. Furnishing meter base and enclosure 13 3. Contractor responsibilities 14 a. Furnishing and installing secondary conduits and cables 15 b. Furnishing and installing power company approved metering current 16 transformer enclosure (if required by power company) 17 c. Installing meter base 18 d. Furnishing and installing an empty conduit with pull line from the metering 19 current transformer enclosure to the meter enclosure. Conduit size and type 20 approved by the power company 21 e. Coordinating electrical service installation with power company 22 4. City responsibilities 23 a. Negotiating with power company for the costs of new or revised services 24 b. Making payment directly to power company for such costs 25 C. Codes, Inspections and Fees 26 1. Obtain all necessary permits and pay all fees required for permits and inspections. 27 1.5 SUBMITTALS [NOT USED] 28 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 29 1.7 CLOSEOUT SUBMITTALS [NOT USED] 30 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 31 1.9 QUALITY ASSURANCE 32 A. Materials and Equipment 33 1. New, except where specifically identified on the Drawings to be reused. 34 2. UL listed, where such listing exists. 35 3. Electrical service 36 a. Service type shall be as shown on the Drawings. 37 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 38 1.11 FIELD CONDITIONS [NOT USED] 39 1.12 WARRANTY 40 A Manufacturer Warranty 41 1. Manufacturer's warranties are specified in each of the Specification Sections. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 11, 2022 Eaton High School Stadium Addition CPN 106072 26 05 00 - 4 COMMON WORK RESULTS FOR ELECTRICAL Page 4 of 5 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION 3 3.1 INSTALLERS [NOT USED] 4 3.2 EXAMINATION 5 A. Interpretation of Drawings 6 1. Coordinate the conduit installation with other trades and the actual supplied 7 equipment. 8 2. Where circuits are shown as home runs: Provide fittings and boxes for complete 9 raceway installation. 10 3. Verify exact locations and mounting heights of lighting fixtures, switches and 11 receptacles prior to installation. 12 3.3 PREPARATION [NOT USED] 13 3.4 INSTALLATION 14 A. Phase Balancing 15 1. Connect circuits on motor control centers and panelboards to result in evenly 16 balanced loads across allphases. 17 3.5 REPAIR / RESTORATION [NOT USED] 18 3.6 RE -INSTALLATION [NOT USED] 19 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 A. Tests and Settings 1. Test systems and equipment furnished under Division 26. 2. Repair or replace all defective work. 3. Make adjustments to the systems as specified and/or required. 4. Prior to energizing electrical equipment, make all tests required by the individual Specification sections. a. Submit a sample test form or procedure. b. Submit the required test reports and data within 30 days after the test. c. Include names of all test personnel. d. Initial each test. 5. Check wire and cable terminations for tightness. 6. Verify all terminations at transformers, equipment, capacitor connections, panels, and enclosures by producing a 12 3 rotation on a phase sequence motor when connected to A, B, and C phases. 7. Inspect, set, and test mechanical operation for circuit breakers, disconnect switches, motor starters, and control equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 1 2 3 4 5 6 7 8 3.9 9 10 11 12 13 14 15 16 26 05 00 - 5 COMMON WORK RESULTS FOR ELECTRICAL Page 5 of 5 8. Check interlocking, control and instrument wiring for each system and/or part of a system to prove that the system will function properly as indicated by schematic and wiring diagrams. 9. Schedule and coordinate testing with the City at least 2 weeks in advance. 10. Provide qualified test personnel, instruments and test equipment. 11. Refer to the individual equipment Sections for additional specific testing requirements. ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revis ion Log DATE NAME SUMMARYOF CHANGE 11 /22/13 S. Arnold Added installation only pay item for electrical services 3/11/22 S. Hobbs Added removal only pay item for electrical service CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 26 05 10 - 1 DEMOLITION FOR ELECTRICAL SYSTEMS Page 1 of 4 SECTION 26 05 10 DEMOLITION FOR ELECTRICAL SYSTEMS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Furnish, install and test all equipment, wiring and appurtenances as may be required to perform the electrical demolition shown on the Drawings and as specified herein. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Measurement for this Item shall be by lump sum. 2. Payment a. The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "Salvage Electrical Equipment". 3. The price bid shall include: a. Removing and salvaging electrical equipment including, but not limited to: 1) Wire and cable 2) Encasement 3) Conduit 4) Supports b. Excavation c. Furnishing, placement and compaction of backfill d. Hauling e. Clean-up 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. National Fire Protection Association (NFPA) a. 70, National Electrical Code (NEC) 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 2605 10 - 2 DEMOLITION FOR ELECTRICAL SYSTEMS Page 2 of 4 1. Coordinate with the City or their designee 48 hours in advance of removals. 2. Coordinate with other Trades for removal of electrical services in conjunction with the removal of the associated equipment. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING A. Delivery and Acceptance Requirements 1. All salvage materials will be delivered by the Contractor to the City at a location designated by the Inspector. The Inspector, assisted by authorized representatives, will serve as the receiving agent for salvage material. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION A. Verify field measurements and circuiting arrangements. B. Verify that abandoned wiring and equipment serve only abandoned facilities. C. Report Drawing discrepancies to City before disturbing the existing installation. 3.3 PREPARATION A. Disconnect electrical systems in walls, floors and ceilings scheduled for removal. B. Coordinate utility service outages with Utility Company to minimize length and number of outages. C. Provide temporary wiring and connections to maintain existing systems in service during construction. D. When work must be performed on energized equipment or circuits, use personnel experienced in such operations. E. Existing Electrical Service: Maintain existing system in service until new system is complete and ready for service. F. Disable system only to make switchovers and connections. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 2605 10 - 3 DEMOLITION FOR ELECTRICAL SYSTEMS Page 3 of 4 G. Obtain permission from City at least 1 week in advance, before partially or completely disabling system. 3.4 DEMOLITION AND EXTENSION OF EXISTING ELECTRICAL WORK A. Remove, relocate and extend existing installations to accommodate new construction. B. Remove abandoned wiring to source of supply. C. Remove exposed abandoned conduit, including abandoned conduit above accessible ceiling finishes. 1. Cut conduit flush with walls and floors and patch surfaces. D. Disconnect abandoned outlets and remove devices. 1. Remove abandoned outlets if conduit serving them is abandoned and removed. 2. Provide blank cover for abandoned outlets which are not removed. E. Disconnect and remove abandoned panelboards and distribution equipment. F. Disconnect and remove electrical devices and equipment that has been removed. G. Repair adjacent construction and finishes damaged during demolition and extension work. H. Maintain access to existing installations which remain active. Modify installation or provide access to panels as appropriate. I. Where the demolition or revision of any portion of a raceway or box in the raceway system, in an area, causes the raceway system of the area to no longer comply with the classification or Specification requirements of the area, provide and install such boxes, fittings, etc. as may be necessary to return the raceway system to compliance with Specifications. J. Extend existing installations using materials and methods as specified for new Work. K. Minimize noise, dust, and vibration and conduct the work so as to avoid any damage to the surroundings. L. Salvaged Equipment and Materials 1. The City shall have the right to retain any or all electrical and instrumentation equipment shown or specified to be removed from the site. 2. Deliver the City's equipment to a site designated by the City. 3. If the City refuses the salvage, the Contractor must claim ownership of the materials and dispose of them properly. 4. Prior to starting demolition, the Contractor and City shall jointly visit the areas of demolition and the City will designate those items that are to remain the property of the City. 5. Take necessary precautions in removing City designated property to prevent damage during the demolition process. a. Remove steel structural members by unbolting, cutting welds, or cutting rivet heads and punching shanks through holes. b. Do not use a cutting torch to separate the City's equipment or material. 6. Remove items in 1 piece or in a manner that does not impact their reuse. a. Loose components may be removed separately. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 26 05 10 - 4 DEMOLITION FOR ELECTRICAL SYSTEMS Page 4 of 4 b. Controls and electrical equipment may be removed from the equipment and handled separately. c. Large units may be handled separately. d. Salvaged piping shall be taken apart at flanges or fittings and removed in sections. M. Material removed from the construction site during demolition, and any equipment not otherwise designated to remain the property of the City in accordance with the pre - demolition identification process shall become the property of the Contractor, and shall be promptly removed from the construction site. N. Refurbish and replace any existing facility, to be left in place, which is damaged by the demolition operations. 1. The repair of such damage shall leave the parts in a condition at least equal to that found at the start of the work. 3.5 RESTORATION A. Clean and repair existing materials and equipment which remain or are to be reused. B. Panelboards 1. Clean exposed surfaces. 2. Check tightness of electrical connections. 3. Replace damaged circuit breakers. 4. Provide closure plates for vacant positions. 5. Provide typed circuit directory showing revised circuiting arrangement. 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 26 05 33 - 1 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 1 of 12 SECTION 26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Furnish and install complete raceway systems as shown on the Drawings and as specified herein. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 26 05 43 — Underground Ducts and Raceways for Electrical Systems 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Conduits and Related Hardware, when a bid item for Electrical Facilities exists a. Measurement 1) This Item is considered subsidiary to Electrical Facilities. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to Electrical Facilities and shall be subsidiary to the lump sum price bid for Electrical Facilities, and no other compensation will be allowed. Conduits and Related Hardware, when no bid item for Electrical Facilities exists a. Measurement 1) Measurement for conduit shall be per linear foot of the size, installation method, and type of conduit installed. 2) Limits of measurement for conduit are from center to center between ground boxes or poles, a combination of the two or to the termination point. b. Payment 1) Payment for conduit shall be made at the price bid per linear foot of the size, installation method, and type of conduit installed. c. The price bid shall include: 1) Installation of Conduit and Related Hardware including, but not limited to: a) Elbows b) Couplings c) Weatherheads Conduit Boxes, when a bid item for Electrical Facilities exists a. Measurement 1) This Item is considered subsidiary to Electrical Facilities. b. Payment CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 26 05 33 - 2 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 2 of 12 1) The work performed and the materials furnished in accordance with this Item are subsidiary to Electrical Facilities and shall be subsidiary to the lump sum price bid for Electrical Facilities, and no other compensation will be allowed. 4. Conduit Boxes, when no bid item for Electrical Facilities exists a. Measurement 1) Measurement for this Item shall be per each Conduit Box installed per location of installation. b. Payment 1) The work performed and materials furnished in accordance to this Item shall be paid for at the unit price bid for "Conduit Box" installed. c. The price bid shall include: 1) Furnishing and installing the Conduit Box 2) Excavation 3) Furnishing, placement and compaction of backfill 4) Clean-up 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American National Standards Institute, Inc. (ANSI). a. ANSI C80.5, American National Standard for Electrical Rigid Aluminum Conduit (ERAC). 3. National Electrical Manufacturers Association (NEMA). a. 250, Enclosures for Electrical Equipment (1000 Volt Maximum). b. C80.1, Electrical Rigid Steel Conduit. c. TC-2, Electrical Polyvinyl Chloride (PVC) Tubing and Conduit. d. TC-3, Polyvinyl Chloride (PVC) Fittings for Use with Rigid PVC Conduit and Tubing. e. TC-7, Smooth -Walled Coilable Electrical Polyethylene Conduit. 4. National Fire Protection Association (NFPA) a. 70 — National Electrical Code (NEC). 1) Article 350, Liquidtight Flexible Metal Conduit: Type LFMC. 2) Chapter 9, Tables. 5. Underwriters Laboratories (UL) a. 6, Electrical Rigid Metal Conduit — Steel. b. 514B, Conduit, Tubing and Cable Fittings. c. 651, Standard for Schedule 40 and 80 Rigid PVC Conduit. B. All equipment components and completed assemblies specified in this Section of the Specifications shall bear the appropriate label of UL. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 26 05 33 - 3 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 3 of 12 A. Product Data 1. Submit to the City, in accordance with Division 1, the manufacturers' names and product designation or catalog numbers of all materials specified. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. Manufacturers a. Refer to Specification Section 0160 00 for listing of approved manufacturers for all materials. 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Handling: In accordance with manufacturer's instructions. 2. Storage a. In accordance with manufacturer's instructions b. Not exposed to sunlight c. Completely covered 3. Materials showing signs of previous or jobsite exposure will be rejected. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY A. No separate warranty on conduit. PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 CONDUIT A. Liquidtight Steel Flexible Metal Conduit 1. Interlocked steel core 2. PVC jacket rated for 80 degrees Celsius 3. Complies with NEC Article 350 4. Fittings 5. Extruded from 6063 T-1 alloy 6. Maximum 0.1 percent copper content 7. Conform to: a. ANSI C80.5 b. UL-6 B. Rigid Steel Conduit 1. Hot dip galvanized 2. Threads: Hot galvanized after cutting CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 26 05 33 - 4 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 4 of 12 3. Conforms to: a. NEMA C80.1 C. Rigid PVC Schedule 80 Conduit 1. Designed for use above ground and underground as described in the NEC 2. Resistant to sunlight 3. UL Labeled 4. Conforms to: a. NEMA TC-2 b. UL 651 5. Fittings conform to: a. NEMA TC-3 b. UL 514B D. Rigid PVC Schedule 40 Conduit 1. Designed for use underground as described in the NEC 2. Resistant to sunlight 3. UL Labeled. 4. Conforms to: a. NEMA TC-2 b. UL 651 5. Fittings conform to: a. NEMA TC-3 b. UL 514B E. High Density Polyethylene (HDPE) Conduit 1. Designed for use underground as described in the NEC 2. Resistant to sunlight 3. UL Labeled 4. Conforms to: a. UL 651A b. UL 651 B c. NEMA TC-7 F. Raceway Boxes 1. Use: Exposed raceway systems only 2. Boxes for underground systems: Refer to Section 26 05 43. 3. Box size a. Distance between each raceway entry inside the box and the opposite wall: Not be less than 6 times the trade size of the largest raceway in a row. b. Distance shall be increased for additional entries by the amount of the sum of the diameters of all other raceway entries in the same row on the same wall of the box. c. Each row calculated individually, and the single row that provides the maximum distance used to size box. 2.3 ACCESSORIES A. Conduit Outlet Bodies CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 26 05 33 - 5 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 5 of 12 1. Up to and including 2-1/2 inches a. Conduit outlet bodies and covers: Galvanized steel b. Captive screw -clamp cover c. Neoprene gasket d. Stainless steel screws and clamps 2. Larger than 2-1/2 inches a. Use junction boxes. B. Conduit Hubs 1. Watertight 2. Threaded galvanized steel 3. Insulated throat 4. Stainless steel grounding screw C. Grounding Bushings 1. Insulated lay -in lug grounding bushings 2. Tin-plated copper grounding path 3. Integrally molded noncombustible phenolic insulated surfaces rated 150 degrees Celsius 4. Plastic insert cap each bushing 5. Lug size: Sufficient to accommodate maximum ground wire size required by the NEC for the application D. Raceway Sealant 1. Use for sealing of raceway hubs, entering or terminating in boxes or enclosures where shown or specified E. Conduit Penetration Seals 1. Use for conduit wall and floor seals F. Conduit and related hardware 1. All polyvinyl chloride conduits, including elbows and couplings shall be schedule 40 PVC conduit, conforming to Federal Specification W-C-1094 and Underwriters' Laboratories, Inc. Standard UL-651. All conduit sizes shall be as indicated on the Drawings. 2. Rigid metal conduit shall be steel, hot -dipped galvanized inside and outside. 3. Weather heads shall be made of aluminum and may be the threaded or the clamp on type. G. Expansion/Deflection Fittings 1. Use a. Embedded in concrete b. Exposed 2. Description a. Internal grounding b. 4 inch movement c. Stainless steel/cast iron H. Expansion Fittings CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072I Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 26 05 33 - 6 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 6 of 12 1. Galvanized steel 2. 8 inch movement 3. Internal grounding 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAIVIINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION A. Interface with Other Work 1. Coordinate the placement of conduit and related components with other trades and existing installations. B. Unless shown on the Drawings or specified otherwise, the conduit type installed with respect to the location shall be as follows: 1. Underground, 18 inches or more cover: Rigid PVC Schedule 40 or HDPE 2. Underground, less than 18 inches cover: Rigid PVC Schedule 80 or HDPE 3. Exposed: Rigid galvanized steel 4. Final connection to equipment subject to vibration: Liquidtight Steel Flexible Metal Conduit C. Box Applications 1. Furnish raceway junction, pull and terminal boxes with NEMA ratings for the location in which they are installed. 2. Exposed switch, receptacle and lighting outlet boxes and conduit fittings: Galvanized steel 3. Furnish boxes with factory mounting lugs. Drilling through the back of any box or enclosure is prohibited D. Conduit Outlet Bodies Applications 1. Conduits up to and including 2-1/2 inches: Conduit outlet bodies may be used, except where junction boxes are shown or otherwise specified 2. Conduits larger than 2-1/2 inches: Use junction boxes E. Conduit Hub Applications 1. Unless specifically stated herein or described on the Drawings, all raceways shall terminate at an outlet with a conduit hub. Locknut or double lockout terminations will not be permitted. F. Insulated Grounding Bushing Applications 1. Use: Terminate raceways at bottom entry to pad -mounted electrical equipment or switchgear, if there is no wall or floor pan on which to anchor or terminate the raceway. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 26 05 33 - 7 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 7 of 12 2. Other raceways: Terminate on enclosures with a conduit hub. 3. Grounding bushing caps: Remain on the bushing until the wire is ready to be pulled. G. Conduit Fittings Applications 1. Combination expansion deflection fittings: Install where conduits cross structure expansion joints, on conduit transitions from underground to above ground, and where installed in exposed conduit runs such that the distance between expansion - deflection fittings does not exceed 150 feet of conduit run. 2. Expansion fittings: Install in lieu of a combination expansion -deflection fitting, on the exposed side of conduit transitions from underground to above ground, where the earth has been disturbed to a depth of more than 10 feet. H. Conduit Penetration Seals Applications 1. Conduit wall seals: Use where underground conduits penetrate walls or at other locations shown on the Drawings 2. Conduit sealing bushings: Use to seal conduit ends exposed to the weather and at other locations shown on the Drawings I. Conduit Tag Applications 1. Tag all conduits within 1 foot of the entry of equipment, and wall and floor penetrations. 2. Tag all underground conduits and ducts at all locations, exiting and entering from underground, including manholes and handholes. J. Raceway Installation 1. No conduit smaller than 1'/a inch electrical trade size. 2. No more than the equivalent of 3 - 90 degree bends in any 1 run. 3. Do not pull wire until the conduit system is complete in all details. 4. Install all underground raceways in accordance with Section 26 05 43. 5. Where raceways enter or leave the raceway system, where the raceway origin or termination, could be subjected to the entry of moisture, rain or liquid of any type, particularly where the termination of such raceways terminate in any equipment, new or existing at a lower elevation, such raceways shall be tightly sealed, using watertight sealant (Duxseal or equal), at the higher elevation, both before and after the installation of cables, such that there shall be no entry of water or moisture to the Raceway System at any time. Any damage to new or existing equipment, due to the entrance of moisture from unsealed raceways, shall be corrected by complete replacement of such equipment, at no cost to the City. Cleaning or drying of such damaged equipment will not be acceptable. 6. Conduit supports, for other than for underground raceways: Space at intervals of 8 feet or less as required to obtain rigid construction. 7. Single conduits: Support with 1 hole pipe clamps in combination with 1 screw back plates, to raise conduits from the surface. 8. Multiple runs of conduits: Supported on trapeze type hangers with horizontal members and threaded hanger rods not less than 3/8 inch in diameter. 9. Surface mounted panel boxes, junction boxes, and conduit: Supported by strut to provide a minimum of 1/2 inch clearance between wall and equipment. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 260533-8 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 8 of 12 10. Conduit hangers: Attach to structural steel by means of beam or channel clamps. Use concrete inserts of the spot type where attached to concrete surfaces. 11. Conduits on exposed work a. Install at right angles to and parallel with the surrounding wall. b. Conform to the form of the ceiling. c. No diagonal runs. d. Provide concentric bends in parallel conduit runs. e. Install conduit perfectly straight and true. 12. Conduits terminated into enclosures: Install perpendicular to the walls where flexible liquidtight or rigid conduits are required. a. Do not use short sealtight elbow fittings for such terminations, except for connections to instrumentation transmitters where multiple penetrations are required. 13. Use insulated throat grounding bushings for conduits containing equipment grounding conductors and terminating in boxes. Connect grounding conductors to the box. 14. Install conduits using threaded fittings. Do not use running threads. 15. PVC conduit: Use glued type conduit fittings. 16. HDPE conduit: Use fittings by same manufacturer as conduit. 17. Liquidtight flexible steel conduit a. Primary and secondary of transformers b. Generator terminations c. Other equipment where vibration is present d. Connections to instrumentation transmitters, where multiple penetrations are required e. Do not use in other locations. f. Maximum length: Not greater than that of a factory manufactured long radius elbow of the conduit size being used g. Maximum bending radius: Not less than that shown in the NEC Chapter 9, Table 2, "Other Bends". h. Do not use BX or AC type prefabricated cables. 18. Conduits passing through openings in walls or floor slabs: Seal remaining openings against the passage of flame and smoke. 19. Conduit ends exposed to the weather or corrosive gases: Seal with conduit sealing bushings. 20. Raceways terminating in Control Panels or boxes containing electrical equipment a. Do not install to enter from the top of the panel or box. b. Seal with a watertight sealant: Duxseal or equal 21. Conduit a. The Contractor will be required to coordinate with all local utility companies, long distance communication companies, City utilities, railroad companies, and Dig Tess if applicable, to ascertain exact locations of conflicting underground services. b. The location of conduits and ground boxes are diagrammatic only and may be shifted by the Inspector to accommodate field conditions. c. The maximum allowable overcut shall be 1 inch (25 mm) in diameter for bores. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 26 05 33 - 9 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 9 of 12 d. The vertical and horizontal tolerances shall not exceed 18 inches (457 mm) as measured from the intended target point for bores. e. The use of a pneumatically driven device for punching holes beneath the pavement (commonly known as a "missile") will not be permitted. f. Conduit installed for future use shall have a non-metallic, nylon type pull string and shall be capped using standard weather tight conduit caps, as approved by the Inspector. g. The Contractor shall place duct seal or foam at the ends of all conduit where conductors and/or cables are present. h. New Conduit 1) All underground conduit shall be schedule 40 PVC conduit. 2) All conduit or raceways above ground shall be rigid metal. 3) All conduit and fittings shall be of the sizes and types shown on the Drawings. 4) Each section of conduit shall bear evidence of approval by Underwriter's Laboratories. 5) Conduit terminating in posts or pedestal bases shall not extend vertically more than 3 inches above the concrete foundation. 6) Field bends in conduit shall have a minimum radius of 12 diameters of the nominal size of the conduit. 7) Exposed vertical conduit shall be galvanized rigid metal, and reamed and couplings made tight. PVC conduit shall be joined by the solvent --weld method in accordance with the conduit manufacturer's recommendations. 8) No reducer couplings shall be used unless specifically indicated on the Drawings. 9) Conduit and fittings shall have burrs and rough places smoothed and shall be clean and free of obstructions before the cable is installed. 10) Field cuts shall be made with a hacksaw only, and shall be square and true so that the ends will butt or come together for the full diameter thereof. a) In no case shall a cutting torch be used to cut or join conduit. 11) Slip joints or running threads will not be permitted for coupling conduit unless approved by the Inspector. 12) When a standard coupling cannot be used, an approved union coupling shall be used and shall provide a water -tight coupling between the conduit. 13) Couplings shall be properly installed to bring their ends of connected conduit together to produce a good rigid connection throughout the entire length of the conduit run. 14) Where the coating on a rigid metal conduit run has been damaged in handling or installation, such damaged parts shall be thoroughly painted with rust preventive paint. 15) Ends of conduits shall be capped or plugged until installation of the wire is complete. 16) Upon request by the Inspector, the Contractor shall draw a full-size metal wire brush, attached by swivel joint to a pull tape, through the metal conduit to insure that the conduit is clean and free from obstructions. 17) Conduits shall be placed in an open trench at a minimum 24 inches (612 mm) depth below the curb grade in the sidewalk areas, or 18 inches (450 mm) below the finished street grade in the street area. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 26 05 33 - 10 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 10 of 12 18) Conduit placed for concrete encasement shall be secured and supported in such a manner that the alignment will not be disturbed during placement of the concrete. a) No concrete shall be placed until all of the conduit ends have been capped and all box openings closed. 19) PVC conduit, which is to be placed under existing pavement, sidewalks, and driveways, shall be placed by first providing a void through which the PVC conduit shall be inserted. a) The void may be made by boring. b) Use of water or other fluids in connection with the boring operation will be permitted only to lubricate cuttings. c) Water jetting will not be permitted. 20) If it is determined by the Inspector that it is impractical to place the conduit by boring as outlined above due to unforeseen obstructions, written permission may be granted by the Traffic Services Manager or designee for the Contractor to cut the existing pavement. 21) Pits for boring shall not be closer than 2 feet (612 mm) to the back of the curb or the outside edge of the shoulder. a) The boring method used shall not interfere with the operation of streets, highways, or other facilities, and shall not weaken or damage any embankment structure, or pavement. 22) Backfill - Compaction & Density Test for All Ditchlines a) All ditchlines within paving areas of existing and proposed streets and within 2 feet (600 mm) back of curb are to be mechanically tamped. b) All tamping is to be density controlled to 90 percent standard proctor density at optimum moisture content and no greater than 5 percent optimum or less than 2 percent below optimum. c) All backfill material is to be select native material, 6 inches (150 mm) diameter clods and smaller. d) It is permissible to put backfill in 6 inches to 8 inches (150 mm to 400 mm) lifts with densities being taken for each Ifeet (300 mm) of compacted material on offsetting stations of 50 feet (15.9 M). 23) Provide adequately bent conduit and properly excavate so as to prevent damage to the conduit or conductor by a bend radius which is too short. 24) All conduit runs shall be continuous and of the same material (metal only or PVC only). 25) Where tying into existing conduit, the Contractor must continue with the same material (metal to metal or PVC to PVC). 26) Each length of galvanized rigid metal conduit, where used, shall be reamed and threaded on each end and couplings shall be made up tight. 27) White -lead paint or equal shall be used on threads of all joints. 28) Metal conduit and fittings shall have the burrs and rough places smoothed. 29) Where the coating on a metal conduit run has been damaged in handling or installation, such damaged parts shall be thoroughly painted with rust preventive paint. Existing Conduit 1) Prior to pulling cable in existing underground conduit, the conduit shall be cleaned with a mandrel or cylindrical wire brush and blown out with compressed air. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 26 05 33 - 11 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 11 of 12 2) If conduit appears to be blocked, the Contractor shall make an attempt to clear the conduit by rodding (The Contractor will not receive extra compensation for rodding). 3) If the existing conduit cannot be used, the Contractor may be required to repair and/or replace this conduit as directed by the Engineer. a) Repair of this conduit will be paid for as "extra work" on a Change Order. 4) The Inspector shall be notified prior to disconnection or removal of any existing cable. 22. Conduits from external sources entering or leaving a multiple compartment enclosure: Stub up into the bottom horizontal wireway or other manufacturer designated area, directly below the vertical section in which the conductors are to be terminated. 23. Conduits entering from cable tray: Stub into the upper section. 24. Install conduit sealing and drain fittings in areas designated as NEMA 4X or NEMA 7. 25. Conduit identification platens a. Install on all power, instrumentation, alarm and control conduits at each end of the run and at intermediate junction boxes and manholes. b. Install conduit plates before conductors are pulled into conduits. c. Coordinate exact identification plate location with the City at the time of installation to provide uniformity of placement and ease of reading. 26. Pull mandrels through all existing conduits that will be reused and through all new conduits 2 inches in diameter and larger prior to installing conductors. 27. Install 3/16 inch polypropylene pull lines in all new conduits noted as spares or designated for future equipment. 28. Install conduit to drain away from the equipment served. If conduit drainage is not possible, use conduit seals to plug the conduits at the point of attachment to the equipment 29. Route conduits to avoid crossing pipe shafts, access hatches or vent duct openings, present or future, in floor or ceiling construction. 30. Do not use running threads. 31. Conduits passing from heated to unheated spaces, exterior spaces, refrigerated spaces, or cold air plenums: Sealed with watertight sealant: Duxseal or equal 32. Locate conduits a minimum of 3 inches from steam or hot water piping. a. Where crossings are unavoidable, locate conduit at least 1 inch from the covering of the pipe crossed. 33. Conduits terminating at a cable tray a. Support independently from the cable tray. b. Provide conduit support within 1-feet of the cable tray. c. Weight of the conduit not supported by cable tray 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 26 05 33 - 12 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 12 of 12 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 26 05 43 - 1 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS Page 1 of 7 SECTION 26 05 43 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Furnish and install a complete underground system of raceways, manholes and handholes 2. Raceways for use in structural concrete are specified in Section 26 05 33, Raceways and Boxes for Electrical Systems B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 03 30 00 — Cast -in -Place Concrete 4. Section 26 05 33 — Raceways and Boxes for Electrical Systems 5. Section 33 05 10 —Utility Trench Excavation, Embedment and Backfill 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. This Item is considered subsidiary to the Electrical Facilities being installed. 2. Payment a. The work performed and the materials furnished in accordance with this Item are subsidiary to the electrical facilities specified on the Drawings and shall be subsidiary to the lump sum price bid for Electrical Facilities, and no other compensation will be allowed. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Association of State Highway and Transportation Officials (AASHTO) a. M306 — Standard Specification for Drainage Structure Castings. 3. Underwriters Laboratories, Inc. (UL). CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 260543-2 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS Page 2 of 7 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product Data 1. Plastic duct spacers B. Shop Drawings 1. Manholes, hndholes and associated hardware 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. Manufacturers a. Precast manholes: Manufactured in a NPCA (National Precast Concrete Association) Certified Plant 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Handle and store material in accordance with manufacturer's instructions. 2. Store materials completely covered; do not expose materials to sunlight. 3. Materials showing signs of previous or jobsite exposure will be rejected. 1.11 FIELD [SITE] CONDITIONS I PUP1Ii'L I'll '7 `Y_M'1 A. No separate warranty for this equipment PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Manufacturers 1. Manufacturer List a. Refer to Section 0160 00. B. Conduit 1. PVC Schedule 40 or HDPE 2. Refer to Section 26 05 33 3. Terminators: Same size and type as the raceway C. Concrete cap for raceways and duct banks 1. Refer to Section 03 30 00. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 260543-3 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS Page 3 of 7 2. Red dye a. 40 pounds per 10 cubic yards of concrete D. Manholes and Handholes 1. Precast concrete 2. Designed for a AASHTO Class H2O load. 3. Sizes shown on Drawings 4. Manhole tops a. Field removable b. Stainless steel lifting eyes 5. Duct bank entries into the manhole or handhole a. Centered on the entering wall b. Contain the number and size of duct terminators to match the corresponding duct bank 6. Concrete sump a. Minimum dimensions: 12 inches x 12 inches x 2 inches deep b. Located in the middle of the floor of the manhole or handhole, or as shown on the Drawings E. Manhole Covers 1. Heavy duty 2. 36 inch diameter 3. Machined gray iron 4. AASHTO M306 CL35B minimum 5. 40,000-pound proof load value (AASHTO Class H2O X 2.5) 6. Including frame 7. "Electric" or "Communication" raised lettering recessed flush on the cover 8. Drop handles F. Castings 1. Made In the USA 2. Cast with the foundry's name and production date (example: mm/dd/yy) 3. True to pattern in form and dimension 4. Free from pouring faults, sponginess, cracks, blow holes, or other defects in positions affecting strength and value 5. Angles: Filleted 6. Arises: Sharp and true G. Hardware 1. Cable racks a. Heavy duty b. Non-metallic c. Arm lengths of 8 inches, 14 inches and 20 inches, each supporting a load of not less than 250 pounds at the outer end d. Molded in 1 piece of U.L. listed glass reinforced nylon e. Secured to the manhole and walls using drilled epoxy anchoring system, with 316 stainless steel bolts CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 260543-4 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS Page 4 of 7 f. Arms vertically spaced not greater than 24 inches on center 2. Pulling irons a. Copolymer polypropylene coated 1/2 inch diameter cable b. Rated pulling strength: 7500 lbs c. Polyethylene pulling iron pocket d. Manholes: Recessed in wall opposite each duct entry c. Handholes: Located near center of handhole floor 3. Ladders a. Fiberglass reinforced plastic b. Safety yellow c. 18 inch rung width d. 12 inch rung spacing e. Furnish 2 ladders, length 4 feet greater than the deepest manhole in the underground system H. Polyethylene Warning Tape 1. Red polyethylene film 2. 2 inches minimum width 3. Embedded metallic wire for location tracing 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION A. Verification of Conditions 1. Field verify the routing of all underground duct banks before placement 2. Modify the routing to avoid underground utilities or above ground objects 3. Provide any alternate routing of the duct banks to the City for approval before installation 3.3 TRENCH EXCAVATION A. Provide suitable room for installing manholes, handholes, ducts and appurtenances B. Furnish and place all sheeting, bracing and supports. C. Excavate material of every description and of whatever substance encountered. D. Pavement: Cut with saw, wheel or pneumatic chisel along straight lines before excavating E. Refer to Section 33 05 10. 3.4 INSTALLATION A. Trench Excavation 1. Provide suitable room for installing manholes, handholes, ducts and appurtenances. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 260543-5 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS Page 5 of 7 2. Furnish and place all sheeting, bracing and supports. 3. Excavate material of every description and of whatever substance encountered in conformance with Section 33 05 10. 4. Pavement a. Cut with saw, wheel or pneumatic chisel along straight lines before excavating. 5. Trenching and Compaction shall be in accordance with Section 33 05 10. B. Special Techniques 1. Changes of direction a. Less than 20 degrees 1) Use hotbox, strictly in conformance with the conduit manufacturer's instructions b. Greater than 20 degrees 1) Use long radius bends 2. Minimum raceway size between manholes or handholes shall be 2 inches C. Slopes 1. Install raceways to drain away from buildings. 2. Install raceways between manholes or handholes to drain toward the manholes or handholes. 3. Slopes a. At least 3 inches per 100 feet D. Lay raceway lines in trenches on sand bedding. E. Plastic spacers 1. Not more than 4 feet apart 2. Provide not less than 2 inch clearance between raceways. F. Raceway banks cover: 24 inches G. Raceway terminations at manholes: Terminator for PVC conduit H. Blank duct plugs 1. Use to seal the ends of all unused ducts in the duct system 2. Installed where ducts enter manholes or handholes, and at entrances and exits to the underground system I. Raceways entering or exiting the underground system, rising to higher elevation 1. Seal at higher elevation before and after the installation of cables 2. No entry of water or moisture to the Underground System at any time J. Complete duct system before pulling any wire. K. Swab all raceways clean before installing cable. L. Cables in manholes and handholes 1. Train, support and restrain on cable racks. 2. Route cables passing duct entrances above all duct entrances. 3. Do not route cable in front of or below duct bank entrances. 4. Install polyethylene warning tape trench above each raceway or duct bank. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 260543-6 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS Page 6 of 7 M. Tag all underground conduits at all locations exiting and entering from underground, including manholes and handholes 3.5 REPAIR / RESTORATION A. Remove and replace sub grade soils which become soft, loose or otherwise unsatisfactory as a result of inadequate excavation, dewatering or other trenching methods, using gravel fill. B. Existing pavement 1. Saw cut and repair existing pavements above new and modified existing duct banks. 2. Cut along straight lines. 3. Replace pavement with the same type and quality of the existing paving. C. Grassy areas 1. Remove and replace sod, or 2. Loam and reseed surface 3.6 RE -INSTALLATION A. Backfilling 1. Remove materials unsuitable for backfilling. Trench fill a. Common fill material b. Void of rock or other non -porous material c. Layers not to exceed 8-inches in loose measure d. Compact to 90 percent standard Proctor density at optimum moisture content of ± 4 percent e. Mounded 6-inches above existing grade 3. Existing grass, loam or gravel surface a. Remove surface material b. Conserve c. Replace to the full original depth 4. Paved areas or designated future paved areas a. Backfill with select fill material b. Layers not to exceed 8-inches loose measure c. Compact to 95 percent standard Proctor density at optimum moisture content of ± 3 percent 5. Compaction a. Hand or pneumatic tamping with tools weighing at least 20 pounds b. Place material being spread and compacted in layers not over 8-in loose thick. c. Sprinkle in conjunction with rolling or ramming, if needed to achieve required compaction 6. Do not place bituminous paving in backfill. 7. Do not use water jetting as a means of consolidating or compacting backfill. 8. Road surfaces a. Broom and hose -clean immediately after backfilling b. Employ dust control measures at all times. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 260543-7 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS Page 7 of 7 3.7 CLEANING A. Remove all rubbish and debris from inside and around the underground system. B. Remove dirt, dust, or concrete spatter from the interior and exterior of manholes, handholes and structures, using brushes, vacuum cleaner or clean, lint free rags. C. Do not use compressed air. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 31 10 00 -1 SITE CLEARING Page 1 of 6 1 SECTION 31 10 00 2 SITE CLEARING 3 PART 1 GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Preparation of right-of-way and other designated areas for construction operations 7 by removing and disposing of all obstructions including clearing and grubbing and 8 trees, when removal of such obstructions is not specifically shown on the Drawings 9 to be paid by other Sections. 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 02 41 13 — Selective Site Demolition 16 4. Section 02 41 14 — Utility Removal/Abandonment 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Site Clearing 20 a. Measurement 21 1) Measurement for this Item shallbe by lump sum, square yard, or per acre. 22 b. Payment 23 1) The work performed and the materials furnished in accordance with this 24 Item shall be paid for at the lump sum, square yard, or per acre price bid for 25 "Site Clearing". 26 c. The price bid shall include: 27 1) Pruning of designated trees and shrubs 28 2) Removal and disposal of structures and obstructions (unless separate bid 29 item is provided under 02 41 13 "Selective Site Demolition or 02 41 14 30 "Utility Removal/Abandonment"). 31 3) Removal and disposal of trees under 6-inch in diameter when bidding by 32 lump sum or square yard 33 4) Removal of ALL trees when bidding by acre. 34 5) Backfilling of holes 35 6) Clean-up 36 2. Tree Removal (for trees 6-inch or larger in diameter when Site Clearing is bid by 37 lump sum or square yard) 38 a. Measurement 39 1) Measurement for this Item shall be per each. 40 2) Measurement of diameter for tree removal shall be at standard "Diameter at 41 Breast Height" or DBI-L where Breast Height shall be 54" above grade. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 22, 2021 Eaton High School Stadium Addition CPN 106072 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 39 40 41 42 43 44 45 46 47 48 49 31 1000-2 SITE CLEARING Page 2 of 6 3) b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Tree Removar, for: a) Various diameter ranges c. The price bid shall include: 1) Removal and disposal of tree, including removal of root to a depth at least 2 foot below grade 2) Grading and backfilling of holes 3) Excavation 4) Clean-up 3. Tree Removal and Transplantation a. Measurement 1) Measurement for this Item shallbe per each. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Tree Transplant" for: a) Various diameter ranges c. The price bid shall include: 1) Pruning of designated trees and shrubs 2) Moving tree with truck mounted tree spade 3) Grading and backfilling of holes 4) Replanting tree at temporary location (determined by Contractor) 5) Maintaining tree until Work is completed 6) Replanting tree into original or designated location 7) Excavation 8) Fertilization 9) Mulching 10) Watering 11) Clean-up 12) Warranty period 4. Tree Protection a. Measurement 1) Measurement for this Item shall be per each as designated on Construction Drawings for protection b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Tree Protection" for: a) Various caliper ranges c. The price bid shall include: 1) Protection of tree utilizing measures designated on Construction Drawings 2) Installation of work of barriers as designated on Construction Drawings 3) Maintenance of protection measures throughout construction completed 4) Replanting tree into original or designated location 5) Excavation 6) Fertilization 7) Mulching 8) Clean-up including removal on constriction completion of protection measures CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 22, 2021 Eaton High School Stadium Addition CPN 106072 31 1000-3 SITE CLEARING Page 3 of 6 1 5. 2 1.3 REFERENCES [NOT USED] 3 1.4 ADNUNSTRATIVE REQUIREMENTS 4 A. Permits 5 1. Contractor shall obtain Tree Removal Permits and Urban Forestry Permits as 6 required by the City's Tree Ordinance. PARD-Forestry details can be found here: 7 Forestry — Welcome to the City of Fort Worth (fortworthtexas.gov). Urban Forestry 8 Compliance's ordinance and requirements are within Zoning and can be found here: 9 Zoning — Welcome to the City of Fort Worth (fortworthtexas.gov). 10 B. Preinstallation Meetings 11 1. Hold a preliminary site clearing meeting and include the Contractor, City Forester 12 (if City owned tree) or representative of Urban Forestry if privately owned trees), 13 City Inspector, and the Project Manager for the purpose of reviewing the 14 Contractor's tree removal plan. Clearly mark all trees to remain on the project site 15 prior to the meeting. 16 2. The Contractor will provide the City with aDisposal Letter in accordance to 17 Division 01. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALSANFORMATIONAL 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 CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION 28 3.1 INSTALLERS [NOT USED] 29 3.2 EXAMINATION [NOT USED] 30 3.3 PREPARATION 31 A. All trees identified to be protected and/or preserved should be clearly flagged with 32 survey tape as per Construction Drawings. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 22, 2021 Eaton High School Stadium Addition CPN 106072 31 1000-4 SITE CLEARING Page 4 of 6 1 B. Following taping and prior to any removals or site clearing, the Contractor shall meet 2 with the City, the Engineer and the Landowner, if necessary, to confirm trees to be 3 saved. 4 3.4 INSTALLATION 5 A. Protection of Trees I 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 39 40 41 42 43 44 45 1. Protect designated trees and prune trees and shrubs as shown on the Drawings. Refer to the Drawings for tree protection details. 2. If the Drawings do not provide tree protection details, protected trees shall be fenced by placing 6-foot tall metal T-posts in a square around the tree trunk with the corners located on the canopy drip line, unless instructed otherwise. 3. When site conditions do not allow for the T-posts to be installed at the drip line, the T-posts maybe installed no less than 8 feet from the tree trunk. 4-foot high 12 Yz gauge stock fencing or orange plastic snow fence shallbe attached to the T-posts to form the enclosure. 4. For city -owned trees, PARD-Forestry permission required to install protective fencing inside of canopy dripline (Critical Root Zone). 5. Additional trunk protection (cladding) is required when protective fencing is approved within the Critical Root Zone. 6. Do not park equipment, service equipment, store materials, or disturb the root area under the branches of trees designated for preservation. 7. When shown on the Drawings, treat cuts on trees with an approved tree wound dressing within 30 minutes of making a pruning cut or otherwise causing damage to the tree. 8. Trees and brush shall be mulched on -site. a. Burning as a method of disposal is not allowed. B. Hazardous Materials 1. The Contractor will notify the Engineer immediately if any hazardous or questionable materials not shown on the Drawings are encountered. This includes; but not limited to: a. Floor tiles b. Roof tiles c. Shingles d. Siding e. Utility piping 2. The testing, removal, and disposal of hazardous materials will be in accordance with Division 1. C. Site Clearing 1. Clear areas shown on the Drawings of all obstructions, except those landscape features that are to be preserved. Such obstructions include, but are not limited to: a. Remains of buildings and other structures b. Foundations c. Floor slabs d. Concrete e. Brick f. Lumber CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 22, 2021 Eaton High School Stadium Addition CPN 106072 31 1000-5 SITE CLEARING Page 5 of 6 I g. Plaster 2 h. Septic tank drain fields 3 i. Abandoned utility pipes or conduits 4 j. Equipment 5 k. Trees 6 1. Fences 7 in. Retaining walls 8 n. Other items as specified on the Drawings 9 2. Remove vegetation and other landscape features not designated for preservation, 10 whether above or below ground, including, but not limited to: 11 a. Curb and gutter 12 b. Driveways 13 c. Paved parking areas 14 d. Miscellaneous stone 15 e. Sidewalks 16 f. Drainage structures 17 g. Manholes 18 h. Inlets 19 i. Abandoned railroad tracks 20 j. Scrap iron 21 k. Other debris 22 3. Remove culverts, storm sewers, manholes, and inlets in proper sequence to 23 maintain traffic and drainage in accordance with Section 02 41 14. 24 4. In areas receiving embankment, remove obstructions not designated for 25 preservation to 2 feet below natural ground. 26 5. In areas to be excavated, remove obstructions to 2 feet below the excavation level. 27 6. In all other areas, remove obstructions to 1 foot below natural ground. 28 7. When allowed by the Drawings or directed by the Engineer, cut trees and stumps 29 off to ground level. 30 a. Removal of existing structures shall be as per Section 02 41 13. 31 D. Disposal 32 1. Dispose of all trees within 24 hours of removal at an approved off -site facility. 33 2. All materials and debris removed becomes the property of the Contractor, unless 34 otherwise stated on the Drawings. 35 3. The Contractor will dispose of material and debris off -site in accordance with local, 36 state, and federal laws and regulations. 37 3.5 REPAIR [NOT USED] 38 3.6 RE -INSTALLATION [NOT USED] 39 3.7 FIELD QUALITY CONTROL [NOT USED] 40 3.8 SYSTEM STARTUP [NOT USED] 41 3.9 ADJUSTING [NOT USED] 42 3.10 CLEANING [NOT USED] 43 3.11 CLOSEOUT ACTIVITIES [NOT USED] CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 22, 2021 Eaton High School Stadium Addition CPN 106072 2 3.12 PROTECTION [NOT USED] 31 1000-6 SITE CLEARING Page 6 of 6 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.A Permits: Removed ordinance number and added City's website address 3/22/2021 M Owen 1.2 Clarified measurement and payment. 1.4. Clarified administrative requirements. 3.4 Clarified additional installation requirements for tree protection and disposal. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 22, 2021 Eaton High School Stadium Addition CPN 106072 SECTION 32 1129 LIME TREATED BASE COURSES PART1- GENERAL [KiJM-111JAI-►•I I\;7.1 A. Section Includes: 321129-1 LIME TREATED BASE COURSES Page 1 of 9 1. Treating subgrade, subbase and base courses by the pulverization, addition of lime, mixing and compacting the mix material to the required density. 2. Item applies to the natural ground, embankment, existing pavement; base or subbase courses placed and shall conform to the typical section, lines and grades shown on the Drawings. B. Deviations from this City of Fort Worth Standard Specification imerem C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 3. Section 3123 23 - Borrow 4. Section 32 1123 - Flexible Base Courses 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Hydrated Lime a. Measurement 1) Measurement for this Item shall be by the ton (dry weight) of Hydrated Lime used to prepare slurry at the job site. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per ton of Hydrated Lime. c. The price bid shall include: 1) Furnishing the material 2) All freight involved 3) All unloading, storing, and handling 2. Commercial Lime Slurry a. Measurement 1) Measurement for this Item shall be by the ton (dry weight) as calculated from the minimum percent dry solids content of the slurry multiplied by the weight of the slurry in tons delivered. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per ton of Commercial Lime Slurry. c. The price bid shall include: 1) Furnishing the material CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 321129-2 LIME TREATED BASE COURSES Page 2 of 9 2) All freight involved 3) All unloading, storing, and handling Quicklime a. Measurement 1) Measurement for this Item shall be by the ton (dry weight) of Quicklime. Measurement for Quicklime in slurry form shall be measured by the ton (dry weight) of the Quicklime used to prepare the slurry. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per ton of Quicklime. c. The price bid shall include: 1) Furnishing the material 2) All freight involved 3) All unloading, storing, and handling 4. Lime Treatment a. Measurement 1) Measurement for this Item shall be by the square yard of surface area as established by the widths shown on the Drawings and the lengths measured at placement. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per square yard of Lime Treatment applied for: a) Various depths c. The price bid shall include: 1) Preparing the roadbed 2) Loosening, pulverizing application of lime, water content in the slurry mixture and the mixing water 3) Mixing, shaping, sprinkling, compacting, finishing, curing and maintaining 4) Performing all manipulations required 1.3 REFERENCES A. Definitions 1. Hydrated Lime: dry powdered material consisting of calcium hydroxide. 2. Commercial Lime Slurry: liquid mixture of hydrated lime solids and water delivered to a project in slurry form. 3. Quicklime: dry material consisting of calcium oxide furnished in either of two grades: a. Grade DS — grade of "pebble" quicklime suitable for use in the preparation of slurry for wet placing. b. Grade S — finely graded quicklime for use only in the preparation of slurry for wet placing. B. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. ASTM International (ASTM): CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 321129-3 LIME TREATED BASE COURSES Page 3 of 9 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)) b. D6938, Standard Test Method for In -Place Density and Water Content of Soil and Soil -Aggregate by Nuclear Methods (Shallow Depth) 3. Texas Department of Transportation (TXDOT): a. Tex- 101-E, Preparing Soil and Flexible Base Materials for Testing b. Tex-140-E, Measuring Thickness of Pavement Layer c. Tex-600-J, Sampling and Testing of Hydrated Lime, Quicklime and Commercial Lime Slurry 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 ACTION SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTLAS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND STORAGE A. Truck Delivered Lime 1. Each truck ticket shall bear the weight of lime measured on certified scales. 2. Submit delivery tickets, certified by supplier, that include weight with each bulk delivery of lime to the site. ININ&� I-LWOOLiD-1 I MIMI A. Start lime application only when the air temperature is at least 35°F and rising or is at least 40°F. Measure temperature in the shade and away from artificial heat. B. Suspend application when the City determines that weather conditions are unsuitable. 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 2.2 MATERIALS A. General 1. Furnish uncontaminated materials of uniform quality that meet the requirements of the Drawings and specifications. 2. Notify the City of the proposed material sources and of changes to material sources. 3. Obtain verification from the City that the specification requirements are met before using the sources. 4. The City may sample and test project materials at any time before compaction. B. Lime 1. Hydrated Lime a. pumpable suspension of solids in water CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 321129-4 LIME TREATED BASE COURSES Page 4 of 9 b. solids portion of the mixture when considered as a basis of "solids content," shall consist of principally hydrated lime of a quality and fineness sufficient to meet the chemical and physical requirements. 2. Dry Lime: Do not use unless approved by City. Quicklime a. Use quicklime only when specified by the City. b. dry material consisting of essentially calcium oxide. c. Furnished in either of two grades: 1) Grade DS 2) Grade S 4. Furnish lime that meets the following requirements a. Chemical Requirements Table 2 Lime Chemical Requirements Hydrated Commercial Lime Quicklime Lime Slurry Total "active" lime 90.0 Min 87.0 Min content, percent by weight Unhydrated lime 5.0 Max 87.0 Min content, percent by weight CaO "Free Water" 5.0 Max content, percent by weight water b. Physical Requirements Table 3 Lime Physical Requirements Hydrated Commercial Lime Quicklime Lime Slurry Wet Sieve Requirement, As percentage by Weight Residue: Retained on No. 6 sieve 0.2 Max 0.2 Max 8.0 Max' Retained on No. 30 sieve 4.0 Max 4.0 Max Dry Sieve Requirement, As percentage by Weight Residue: Retained on a 1-in sieve 0.0 Retained on a 3/4 —in sieve 10.0 Max Retained on a No. 100 Grade Ds — 80 Min sieve Grade S — no limits Retained on a No. 6 sieve 0.2 Max 0.2 Max 8.0 Max' 1 The amount total "active" lime content, as CaO, in the material retained on the No. 6 sieve must not exceed 2.0% by weight of the original quicklime. c. Slurry Grades Table 4 Lime Slurry Grades Minimum Dry Solids Contents by Percentage of the Slurry CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 321129-5 LIME TREATED BASE COURSES Page 5 of 9 Grade 1 31 Grade 2 35 Grade 3 46 C. Flexible Base Courses: Furnish base material that meets the requirements of Section 32 1123, for the type and grade shown on the Drawings, before the addition of lime. D. Water: Furnish water free of industrial wastes and other objectionable material. E. Borrow: See Section 3123 23. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION A. Shape the subgrade or existing base to conform to the typical sections shown on the Drawings or as directed. 3.4 INSTALLATION A. General 1. Produce a completed course of treated material containing: a. uniform lime mixture, free from loose or segregated areas. b. uniform density and moisture content. c. well bound for full depth. d. with smooth surface and suitable for placing subsequent courses. 2. Maximum layer depth of lime treatment in single layer: 8 inches. 3. For treated subgrade exceeding 8 inches deep, pulverize, apply lime, mix, compact and finish in equal layers not exceeding 5 inches deep. B. Equipment 1. General: Provide machinery, tools, and equipment necessary for proper execution of the work. 2. Rollers a. The Contractor may use any type of roller to meet the production rates and quality requirements of the Contract unless otherwise shown on the Drawings or directed. b. When specific types of equipment are required, use equipment that meets the specified requirements. c. Alternate Equipment 1) Instead of the specified equipment, the Contractor may, as approved, operate other compaction equipment that produces equivalent results. 2) Discontinue the use of the alternate equipment and furnish the specified equipment if the desired results are not achieved. d. City may require Contractor to substitute equipment if production rate and quality requirements of the Contract are not met. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 321129-6 LIME TREATED BASE COURSES Page 6 of 9 3. Storage Facility a. Store quicklime and dry hydrated lime in closed, weatherproof containers. 4. Slurry Equipment a. Use slurry tanks equipped with agitation devices to slurry hydrated lime or quicklime on the project or other approved location. b. The City may approve other slurrying methods. c. Provide a pump for agitating the slurry when the distributor truck is not equipped with an agitator. 5. Pulverization Equipment a. Provide pulverization equipment that: 1) Cuts and pulverizes material uniformly to the proper depth with cutters that plane to a uniform surface over the entire width of the cut 2) Provides a visible indication of the depth of cut at all times, and uniformly mixes the materials C. Pulverization 1. Pulverize or scarify existing material after shaping so that 100 percent passes a 2 1/2 inch sieve. 2. If the material cannot be uniformly processed to the required depth in a single pass, excavate and windrow the material to expose a secondary grade to achieve processing to depth as shown in the Drawings. D. Application of Lime 1. Uniformly apply lime as shown on the Drawings or as directed. 2. Add lime at the percentage specified in Drawings. 3. Apply lime only on an area where mixing can be completed during the same working day. 4. Minimize dust and scattering of lime by wind. Do not apply lime when wind conditions, in the opinion of the City, cause blowing lime to become dangerous to traffic or objectionable to adjacent property owners. 5. Slurry Placement a. Hydrated Lime 1) Mix Lime with water and apply slurry 2) Apply Type B, commercial lime slurry, with a lime percentage not less applicable for grade used 3) Distribute lime at the rate shown on the Drawings 4) Make successive passes over a measured surface of roadway until the proper moisture and lime content have been achieved. b. Quicklime 1) Spread the residue for the Quicklime slurrying procedure uniformly over the length of the roadway. 2) Residue is primarily inert material with little stabilizing value; however, may contain a small amount of Quicklime particles that slake slowly. A concentration of these particles could cause the compacted stabilized material to swell during slaking. E. Mixing 1. Begin mixing within 6 hours of application of lime. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 321129-7 LIME TREATED BASE COURSES Page 7 of 9 2. Hydrated lime exposed to the open air for 6 hours or more between application and mixing, or that experiences excessive loss due to washing or blowing, will not be accepted for payment. 3. Thoroughly mix the material and lime using approved equipment. 4. Mix until a homogeneous, friable mixture of material and lime is obtained, free from all clods and lumps. 5. Do not mix greater than 1 inch deeper than the stabilization depth specified. 6. Materials containing plastic clay or other materials that are not readily mixed with lime shall be mixed as thoroughly as possible at the time of lime application, brought to the proper moisture content and sealed with a pneumatic roller. 7. Allow the mixture to cure for 72 hours or as directed by City. 8. When pebble grade quicklime is used, allow the mixture to cure for 2 to 4 days. 9. Sprinkle the treated materials during the mixing and curing operation to achieve adequate hydration and proper moisture content. 10. After curing, resume mixing until a homogeneous, friable mixture is obtained. 11. After mixing, City will sample the mixture at roadway moisture and test in accordance with Tex- 101-E, Part III, to determine compliance with the gradation requirements in Table 5. Table 5 Gradation Requirements (Minimum % Passing) Sieve Size Base 1-3/4 in. 100 3/4 in. 85 No. 4 60 F. Compaction 1. General a. Begin compaction immediately after final mixing. b. Aerate and sprinkle as necessary to provide optimum moisture content. c. Multiple lifts are permitted when shown on the Drawings or approved. d. Bring each layer to the moisture content directed. Rolling a. Begin rolling longitudinally at the sides and proceed toward the center, overlapping on successive trips by at least one-half the width of the roller unit. b. On superelevated curves, begin rolling at the low side and progress toward the high side. c. Offset alternate trips of the roller. d. Operate rollers at a speed between 2 and 6 MPH or as directed. e. Rework, recompact, and refinish material that fails to meet or that loses required moisture, density, stability, or finish before the next course is placed or the project is accepted. 1) Continue work until specification requirements are met. 2) Rework in accordance with Maintenance item of this Section. f. Proof roll the lime treated base course in accordance with the following: 1) Proof Rolling a) City Project Representative must be on -site during proof rolling operations. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 321129-8 LIME TREATED BASE COURSES Page 8 of 9 b) Use equipment that will apply sufficient load to identify soft spots that rut or pump. (1) Acceptable equipment includes fully loaded single -axle water truck with a 1500 gallon capacity. c) Make at least 2 passes with the proof roller (down and back = 1 pass). d) Offset each trip by at most 1 tire width. e) If an unstable or non -uniform area is found, correct the area. 2) Correct a) Soft spots that rut or pump greater than 3/4 inch. b) Areas that are unstable or non -uniform. Density Control a. Compact until the entire depth of the mixture has achieved a uniform density of not less than 95 percent of the maximum density as determined by ASTM D698. b. Moisture content: minus 2 to plus 4 optimum. G. Maintenance 1. Maintain the completed soil lime base in good condition, satisfactory to the City as to grade, crown and cross section until the overlaying or next course is constructed. 2. Keep surface of the compacted course moist until covered by other base or pavement. 3. Reworking a Section a. When a section is reworked within 72 hours after completion of compaction, rework the section to provide the required density. b. When a section is reworked more than 72 hours after completion of compaction, add additional lime at 25 percent of the percentage specified. c. Reworking includes loosening, adding material or removing unacceptable material if necessary, mixing as directed, compacting, and finishing. H. Finishing 1. After completing compaction of the final course, clip, skin, or tight -blade the surface of the lime -treated material with a maintainer or subgrade trimmer to a depth of approximately 1/4 inch. 2. Remove loosened material and dispose of at an approved location. 3. Roll the clipped surface immediately with a pneumatic tire roller until a smooth surface is attained. 4. Add small amounts of water as needed during rolling. 5. Shape and maintain the course and surface in conformity with the typical sections, lines, and grades shown on the Drawings or as directed. I. Curing 1. Cure for the minimum number of days shown in Table 6 and by finished pavement type: a. Concrete pavement 1) Sprinkle with water 2) Maintain moisture during curing 3) Do not allow equipment on the finished course during curing except as required for sprinkling. b. Asphalt Pavement CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 321129-9 LIME TREATED BASE COURSES Page 9 of 9 1) Apply an asphalt material at a rate of 0.05 to 0.20 gallon per square yard. 2) Do not allow equipment on the finished course during curing. Table 6 Minimum Curina Requirements Before Placine Subsequent Courses' Untreated Material Curing (Days) PI<35 2 PI > 35 5 1. Subject to the approval of the City. Proot rolling may be required as an indicator of adequate curing. 2. Begin paving operations or add courses within 14 calendar days of final compaction. 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 QUALITY CONTROL A. Density Test 1. City Project Representative must be on site during density testing 2. City to measure density of time treated base course in accordance with ASTM D6938. 3. Spacing directed by City (1 per block minimum). 4. City Project Representative determines density testing locations. B. Depth Test 1. In -place depth will be evaluated for each 500-foot roadway section 2. Determine in accordance with Tex- 140-E in hand excavated holes. 3. For each 500-foot section, 3 phenolphthalein tests will be performed. 4. City Project Representative determines depth testing locations. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 32 13 13-1 CONCRETE PAVING Pagel of22 1 SECTION 32 13 13 2 CONCRETE PAVING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Finished pavement constructed of Portland cement concrete including 7 monolithically poured curb on the prepared subgrade or other base course. 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 - Procurement and Contracting Requirements 12 2. Division 1 - General Requirements 13 3. Section 32 0129 - Concrete Paving Repair 14 4. Section 32 13 73 - Concrete Paving Joint Sealants 15 1.2 PRICE AND PAYMENT PROCEDURES 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A.Measurement 1. Measurement a. Measurement for this Item shall be by the square yard of completed and accepted Concrete Pavement in its final position as measured from back of curb for various: 1) Classes 2) Thicknesses 2. Payment a. The work performed and materials furnished in accordance with this Item will be paid for at the unit price bid per square yard of Concrete Pavement. 3. The price bid shall include: a. Shaping and fine grading the placement area b. Furnishing and applying all water required c. Furnishing, loading and unloading, storing, hauling and handling all concrete ingredients including all freight and royalty involved d. Mixing, placing, finishing and curing all concrete e. Furnishing and installing all reinforcing steel f. Furnishing all materials and placing longitudinal, warping, expansion, and contraction joints, including all steel dowels, dowel caps and load transmission units required, wire and devices for placing, holding and supporting the steel bar, load transmission units, and joint filler material in the proper position; for coating steel bars where required by the Drawings g. Sealing joints h. Monolithically poured curb i. Cleanup Eaton High School Stadium Addition CPN 106072 CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 32 13 13-2 CONCRETE PAVING Page 2 of22 2 A.Reference Standards 3 1. Reference standards cited in this specification refer to the current reference standard 4 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. ASTM International (ASTM): 7 a. A615/A615M, Deformed and Plain Billet -Steel Bars for Concrete 8 Reinforcement 9 b. C31, Standard Practice for Making and Curing Concrete Test Specimens in the 10 Field 11 c. C33, Concrete Aggregates 12 d. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 13 Specimens 14 e. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed 15 Beams of Concrete 16 f. C94/C94M, Standard Specifications for Ready -Mixed Concrete 17 g. C 150, Portland Cement 18 h. C595, Portland -Limestone Cement 19 i. C156, Standard Test Method for Water Loss (from a mortar specimen) Through 20 Liquid Membrane -Forming Curing Compounds for Concrete 21 j. C172, Standard Practice for Sampling Freshly Mixed Concrete 22 k. C260, Air Entraining Admixtures for Concrete 23 1. C309, Liquid Membrane -Forming Compounds for Curing Concrete, Type 2 24 in. C494, Chemical Admixtures for Concrete, Types "A", "D", "F" and "G" 25 n. C618, Coal Fly Ash and Raw or Calcined Natural Pozzolan for use as a Mineral 26 Admixture in Concrete 27 o. C881, Standard Specification for Epoxy -Resin -Base Bonding Systems for 28 Concrete 29 p. C 1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- 30 Cement Concrete 31 q. C1602, Standard Specification for Mixing Water Used in the Production of 32 Hydraulic Cement Concrete. 33 r. D698, Laboratory Compaction Characteristics of Soil Using Standard Effort 34 (12,400 ft-lbf/ft3) 35 3. American Concrete Institute (ACI): 36 a. ACI 305.1-14 Specification for Hot Weather Concreting 37 b. ACI 306.1-90, Standard Specification for Cold Weather Concreting 38 c. ACI 318, Building Code Requirements for Structural Concrete and Commentary 39 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 40 1.5 SUBMITTALS [NOT USED] 41 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 42 A. Mix Design: submit for approval. See Item 2A.A. Eaton High School Stadium Addition CPN 106072 CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 32 13 13-3 CONCRETE PAVING Page 3 of22 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 5 1.11 FIELD CONDITIONS 6 A. Weather Conditions 7 1. Place concrete when concrete temperature is between 40°F and 95°F when 8 measured in accordance with ASTM C 1064 at point of placement. 9 2. Hot Weather Concreting 10 a. Concrete paving operations shall be approved by the City project manager or 11 designee when the concrete temperature exceeds 95°F. 12 b. Concrete shall not be placed when concrete temperature is above 100°F under 13 any circumstances. 14 3. Cold Weather Concreting 15 a. No concrete shall be placed when ambient temp in shade and away from 16 artificial heat is below 40°F and falling. Concrete may be placed when ambient 17 temp is above 35°F and rising. Unless the City project manager or designee 18 approves paving to continue, suspend concreting operations if a descending air 19 temperature in the shade and away from artificial heat falls below 40°F. Do not 20 resume concreting operations until an ascending air temperature in the shade and 21 away from artificial heat reaches 350F and rising. Contractor should take all the 22 precautions necessary to prevent freezing of concrete. Frozen concrete must be 23 removed and replaced. 24 4. It is to be distinctly understood that the contractor is responsible for the quality and 25 strength of the concrete placed under any weather conditions. 26 B. Time: Place concrete after sunrise and no later than shall permit the finishing of the 27 pavement in natural light, or as directed by the City. 28 1.12 WARRANTY [NOT USED] 29 PART 2 - PRODUCTS 30 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 31 2.2 MATERIALS 32 A.Cementitious Material: ASTM C150, ASTM C595 Type IL Cement. 33 B.Aggregates: ASTM C33. 34 C. Water: ASTM C 1602. 35 D.Admixtures: When admixtures are used, conform to the appropriate specification: 36 1. Air -Entraining Admixtures for Concrete: ASTM C260. 37 2. Chemical Admixtures for Concrete: ASTM C494, Types "A", "D", "F" and "G." 38 3. Fly Ash CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 32 13 13-4 CONCRETE PAVING Page 4 of 22 1 a. Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete: 2 ASTM C618. 3 b. Fly ash may be substituted at one pound per pound of cement up to 25% of the 4 specified cement content when such batch design is approved by the Engineer. 5 E. Steel Reinforcement: ASTM A615. 6 F. Steel Wire Reinforcement: Not used for concrete pavement. 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 G.Dowels and Tie Bars 1. Dowel and tie bars: ASTM A615. 2. Dowel Caps a. Provide and install dowel caps with enough range of movement to allow complete closure of the expansion joint. b. Caps for dowel bars shall be of the length shown on the Drawings and shall have an internal diameter sufficient to permit the cap to freely slip over the bar. c. In no case shall the internal diameter exceed the bar diameter by more 1/8 inch, and one end of the cap shall be tightly closed. 3. Epoxy for Dowel and Tie Bars: ASTM C881. a. See following table for approved producers of epoxies and adhesives Pre -Qualified Producers of Epoxies and Adhesives Product Name Producer Concresive 1420 BASF HTE-50 Mlti T 308 + Powers Fasteners P E 1000+ Powers Fasteners C-6 Ramset-Redhead Epcon G-5 Ramset-Redhead Pro-Poxy-300 Fast Tube Unitex Shep-foxy TxIII CMC Construction Services Ultrabond 1300 Tubes Adhesives Technology Ultrabone 2300 N.S. A-22-2300 Slow Set Adhesives Technology Dynapoxy EP-430 Pecora Corp. EDOT Simpson Strong Tie ET22 Simpson Strong Tie SET 22 Simpson Strong Tie SpecPoxy 3000FS SpecChem b. Epoxy Use, Storage and Handling 1) Package components in airtight containers and protect from light and moisture. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 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 39 40 41 42 43 44 45 46 32 13 13-5 CONCRETE PAVING Page 5 of22 2) Include detailed instructions for the application of the material and all safety information and warnings regarding contact with the components. 3) Epoxy label requirements a) Resin or hardener components b) Brand name c) Name of manufacturer d) Lot or batch number e) Temperature range for storage f) Date of manufacture g) Expiration date h) Quantity contained 4) Store epoxy and adhesive components at temperatures recommended by the manufacturer. 5) Do not use damaged or previously opened containers and any material that shows evidence of crystallization, lumps skinning, extreme thickening, or settling of pigments that cannot be readily dispersed with normal agitation. 6) Follow sound environmental practices when disposing of epoxy and adhesive wastes. 7) Dispose of all empty containers separately. 8) Dispose of epoxy by completely emptying and mixing the epoxy before disposal H.Reinforcement Bar Chairs 1. Reinforcement bar chairs or supports shall be of adequate strength to support the reinforcement bars and shall not bend or break under the weight of the reinforcement bars or Contractor's personnel walking on the reinforcing bars. 2. Bar chairs may be made of metal (free of rust), precast mortar or concrete blocks or plastic. 3. For approval of plastic chairs, representative samples of the plastic shall show no visible indications of deterioration after immersion in a 5-percent solution of sodium hydroxide for 120-hours. 4. Bar chairs may be rejected for failure to meet any of the requirements of this specification. I. Joint Filler 1. Joint filler is the material placed in concrete pavement and concrete structures to allow for the expansion and contraction of the concrete. 2. Wood Boards: Used as joint filler for concrete paving. a. Boards for expansion joint filler shall be of the required size, shape and type indicated on the Drawings or required in the specifications. 1) Boards shall be of selected stock of redwood or cypress. The boards shall be sound heartwood and shall be free from sapwood, knots, clustered birdseyes, checks and splits. 2) Joint filler, boards, shall be smooth, flat and straight throughout, and shall be sufficiently rigid to permit ease of installation. 3) Boards shall be famished in lengths equal to the width between longitudinal joints, and may be furnished in strips or scored sheet of the required shape. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 32 13 13-6 CONCRETE PAVING Page 6 of22 1 3. Dimensions. The thickness of the expansion joint filler shall be shown on the 2 Drawings; the width shall be not less than that shown on the Drawings, providing 3 for the top seal space. 4 4. Rejection. Expansion joint filler may be rejected for failure to meet any of the 5 requirements of this specification. 6 J. Joint Sealants. Provide Joint Sealants in accordance with Section 32 13 73. 7 K.Curing Materials 8 1. Membrane -Forming Compounds. 9 a. Conform to the requirements of ASTM C309, Type 2, white pigmented 10 compound and be of such nature that it shall not produce permanent 11 discoloration of concrete surfaces nor react deleteriously with the concrete. 12 b. The compound shall produce a firm, continuous uniform moisture -impermeable 13 film free from pinholes and shall adhere satisfactorily to the surfaces of damp 14 concrete. 15 c. It shall, when applied to the damp concrete surface at the specified rate of 16 coverage, dry to touch in 1 hour and dry through in not more than 4 hours under 17 normal conditions suitable for concrete operations. 18 d. It shall adhere in a tenacious film without running off or appreciably sagging. 19 e. It shall not disintegrate, check, peel or crack during the required curing period. 20 f. The compound shall not peel or pick up under traffic and shall disappear from 21 the surface of the concrete by gradual disintegration. 22 g. The compound shall be delivered to the job site in the manufacturer's original 23 containers only, which shall be clearly labeled with the manufacturer's name, the 24 trade name of the material and a batch number or symbol with which test 25 samples may be correlated. 26 h. When tested in accordance with ASTM C 15 6 Standard Test Method for Water 27 Loss (from a mortar specimen) Through Liquid Membrane -Forming Curing 28 Compounds for Concrete, the liquid membrane -forming compound shall restrict 29 the loss of water present in the test specimen at the time of application of the 30 curing compound to not more than 0.01 -oz. -per-2 inches of surface. 31 2.3 ACCESSORIES [NOT USED] 32 2.4 SOURCE QUALITY CONTROL 33 A.Mix Design 34 1. Concrete Mix Design and Control 35 a. The City has a pre -approved list of concrete mix designs. The pre -approved list 36 can be found on the City website under Project Resources Folder. These mix 37 designs meet the requirements of applicable City specifications and the 38 Contractor may use mix designs from the list without the need for review and 39 approval. The contractor shall notify the City in writing which mix in the pre- 40 approved list the contractor uses for a project. 41 b. For a mix design not included in the pre -approved list, the Contractor shall 42 submit a design of the concrete mix it proposes to use and a full description of 43 the source of supply of each material component at least 10 calendar days prior 44 to the start of concrete paving operations. 45 c. The design of the concrete mix shall produce a quality concrete complying with 46 these specifications and shall include the following information: CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 32 13 13-7 CONCRETE PAVING Page 7 of22 1 1) Design Requirements and Design Summary 2 2) Material source 3 3) Dry weight of cement/cubic yard and type 4 4) Dry weight of fly ash/cubic yard and type, if used 5 5) Saturated surface dry weight of fine and coarse aggregates/cubic yard 6 6) Design water/cubic yard 7 7) Quantities, type, and name of admixtures with manufacturer's data sheets 8 8) Current strength tests or strength tests in accordance with ACI 318 9 9) Current Sieve Analysis and -200 Decantation of fine and coarse aggregates 10 and date of tests 11 10) Fineness modulus of fine aggregate 12 11) Specific Gravity and Absorption Values of fine and coarse aggregates 13 12) L.A. Abrasion of coarse aggregates 14 d. Once mix design approved by City, maintain intent of mix design and 15 maximum water to cement ratio. 16 e. No concrete may be placed on the job site until the mix design has been 17 approved by the City. 18 2. Quality of Concrete 19 a. Consistency 20 1) In general, the consistency of concrete mixtures shall be such that: 21 a) Mortar shall cling to the coarse aggregate 22 b) Aggregate shall not segregate in concrete when it is transported to the 23 place of deposit 24 c) Concrete, when dropped directly from the discharge chute of the mixer, 25 shall flatten out at the center of the pile, but the edges of the pile shall 26 stand and not flow 27 d) Concrete and mortar shall show no free water when removed from the 28 mixer 29 e) Concrete shall slide and not flow into place when transported in metal 30 chutes at an angle of 30 degrees with the horizontal 31 f) Surface of the finished concrete shall be free from a surface film or 32 laitance 33 2) When field conditions are such that additional moisture is needed for the 34 final concrete surface finishing operation, the required water shall be applied 35 to the surface by hand sprayer only and be held to a minimum amount. 36 3) The concrete shall be workable, cohesive, possess satisfactory finishing 37 qualities and be of the stiffest consistency that can be placed and vibrated into 38 a homogeneous mass. 39 4) Excessive bleeding shall be avoided. 40 5) If the strength or consistency required for the class of concrete being 41 produced is not secured with the minimum cement specified or without 42 exceeding the maximum water/cement ratio, the Contractor may use, or the 43 City may require, an approved cement dispersing agent (water reducer); or 44 the Contractor shall furnish additional aggregates, or aggregates with 45 different characteristics, or the Contractor may use additional cement in 46 order to produce the required results. 47 6) The additional cement may be permitted as a temporary measure, until 48 aggregates are changed and designs checked with the different aggregates 49 or cement dispersing agent. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 32 13 13-8 CONCRETE PAVING Page 8 of22 1 7) The Contractor is solely responsible for the quality of the concrete 2 produced. 3 8) The City reserves the right to independently verify the quality of the 4 concrete through inspection of the batch plant, testing of the various 5 materials used in the concrete and by casting and testing concrete cylinders 6 or beams on the concrete actually incorporated in the pavement. 7 b. Standard Class 8 1) Unless otherwise shown on the Drawings or detailed specifications, the 9 standard class for pavement and related concrete for streets and alleys is 10 shown in the following table: 11 CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 32 13 13-9 CONCRETE PAVING Page 9 of22 Standard Classes of Pavement and Related Concrete 28 Day Course Minimum Min. Aggregat Class ofMax.ax Cementitiou Compressi e General Usage Concrete s ve w/cm Maximu (Informational Only) 1 (Lb. /CY) Strengthz Ratio in (Psi) Size Inch Sidewalks and ADA A 470 3,000 0.58 1-1/2 ramps, driveways, curb & gutter, median pavement Inlets, manholes, junction boxes, CIP 470 3.000 0.50 1-1/2 encasement, blocking, collars, light pole foundations C 517 3,600 0.45 1-1/2 Headwalls, wingwalls, culverts, drilled shafts P 517 3,600 0.45 1-1/2 Machine placed Paving H 564 4,500 0.45 1-1/2 Hand Placed Paving HES 564 4,500 0.45 1-1/2 HES Paving Bridge slabs, top slabs of S 564 4,000 0.45 1-1/2 direct traffic culverts, approach slabs I. All exposed horizontal concrete shall have a minimum of 3% entrained -air. 2. Minimum Compressive Strength Required. a) Concrete Sidewalks and Curb & Gutter: Class A b) Cast -In -Place Concrete Structures: Class CIP and Class C c) Machine -Laid concrete: Class P d) Hand -Laid concrete: Class H e) Structural Concrete: Class S f) High Early Strength Concrete: Class HES (1) When shown on the Drawings or allowed, provide Class HES concrete for very early opening of pavements area or leave outs to traffic. (2) Design class HES to meet the requirements of class specified for concrete pavement and a minimum compressive strength of 2,600 psi in 24 hours, unless other early strength and time requirements are shown on the Drawings allowed. C. Slump 1) Slump requirements for pavement and related concrete shall be as specified in the following table: Concrete Pavement and Related Concrete Slump Requirements Add classes of concrete Recommended Acceptable Concrete Use Design and Placement Placement Slump, Slump, (Inch) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 1 2 3 4 5 6 3213 13 - 10 CONCRETE PAVING Page 10 of 22 Inch Slip-Form/Form-Riding Paving 1-1/2 1-3 Hand Formed Paving 4 3-5 Headwalls, wingwalls, culverts, inlets, manholes, junction boxes, encasement, blocking, collars, light pole foundations, slabs, sidewalk, curb and gutter, concrete 4 3-5 valley gutter and other miscellaneous concrete Drilled shafts 61/2 51i2-7'i2 2) No concrete shall be permitted with slump in excess of the maximums shown. 3) Any concrete mix failing to meet the above consistency requirements, although meeting the slump requirements, shall be considered unsatisfactory, and the mix shall be changed to correct such unsatisfactory conditions. 7 PART 3 - EXECUTION 8 3.1 INSTALLERS [NOT USED] 9 3.2 EXAMINATION [NOT USED] 10 3.3 PREPARATION [NOT USED] 11 3.4 INSTALLATION 12 A. Equipment 13 1. All equipment necessary for the construction of this item shall be on the project. 14 2. The equipment shall include spreading devices (augers), internal vibration, 15 tamping, and surface floating necessary to finish the freshly placed concrete in such 16 a manner as to provide a dense and homogeneous pavement. 17 3. Machine -Laid Concrete Pavement 18 a. Fixed -Form Paver. Fixed -form paving equipment shall be provided with forms 19 that are uniformly supported on a sufficiently firm subbase to prevent sagging 20 under the weight of machine. 21 b. Slip -Form Paver 22 1) Slip -form paving equipment shall be provided with traveling side forms of 23 sufficient dimensions, shape and strength so as to support the concrete 24 laterally for a sufficient length of time during placement. 25 2) City may reject use of Slip -Form Paver if paver requires over -digging and 26 impacts trees, mailboxes or other improvements. 27 4. Hand -Laid Concrete Pavement 28 a. Machines that do not incorporate these features, such as roller screeds or 29 vibrating screeds, shall be considered tools to be used in hand -laid concrete 30 construction, as slumps, spreading methods, vibration, and other procedures are 31 more common to hand methods than to machine methods. 32 5. City may reject equipment and stop operation if equipment does not meet 33 requirements. 34 B. Concrete Mixing and Delivery CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 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 39 40 41 42 43 44 45 46 47 48 3213 13-11 CONCRETE PAVING Page 11 of 22 1. Transit Batching: shall not be used — onsite mixing not permitted 2. Ready Mixed Concrete a. The concrete shall be produced in an approved method conforming to the requirements of this specification and ASTM C94/C94M. b. City shall have access to ready mix plant to obtain material samples. c. When ready -mix concrete is used, sample concrete per ASTM C 172 Alternate Procedure 2: 1) As the mixer is being emptied, individual samples shall be taken after the discharge of approximately 10 percent and 90 percent of the load. 2) The method of sampling shall provide that the samples are representative of widely separated portions, but not from the very ends of the batch. d. The mixing of each batch, after all materials are in the drum, shall continue until it produces a thoroughly mixed concrete of uniform mass as determined by established mixer performance ratings and inspection, or appropriate uniformity tests as described in ASTM C94. e. The entire contents of the drum shall be discharged before any materials are placed therein for the succeeding batch. i Retempering or remixing shall not be permitted. 3. Delivery a. Deliver concrete at an interval not exceeding 30 minutes or as determined by City to prevent cold joint. 4. Delivery Tickets a. For all operations, the manufacturer of the concrete shall, before unloading, furnish to the purchaser with each batch of concrete at the site a delivery ticket on which is printed, stamped, or written, the following information to determine that the concrete was proportioned in accordance with the approved mix design: 1) Name of concrete supplier 2) Serial number of ticket 3) Date 4) Truck number 5) Name of purchaser 6) Specific designation of job (name and location) 7) Specific class, design identification and designation of the concrete in conformance with that employed in job specifications 8) Amount of concrete in cubic yards 9) Time loaded or of first mixing of cement and aggregates 10) Water added by receiver of concrete 11) Type and amount of admixtures C. Subgrade 1. When manipulation or treatment of subgrade is required on the Drawings, the work shall be performed in proper sequence with the preparation of the subgrade for pavement. 2. The roadbed shall be excavated and shaped in conformity with the typical sections and to the lines and grades shown on the Drawings or established by the City. 3. All holes, ruts and depressions shall be filled and compacted with suitable material and, if required, the subgrade shall be thoroughly wetted and reshaped. 4. Irregularities of more than 1/2 inch., as shown by straightedge or template, shall be corrected. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 3213 13-12 CONCRETE PAVING Page 12 of 22 1 5. The subgrade shall be uniformly compacted to at least 95 percent of the maximum 2 density as determined by ASTM D698. 3 6. Moisture content shall be within minus 2 percent to plus 4 percent of optimum. 4 7. The prepared subgrade shall be wetted down sufficiently in advance of placing the 5 pavement to ensure its being in a firm and moist condition. 6 8. Sufficient subgrade shall be prepared in advance to ensure satisfactory prosecution 7 of the work. 8 9. The Contractor shall notify the City at least 24 hours in advance of its intention to 9 place concrete pavement. 10 10. After the specified moisture and density are achieved, the Contractor shall maintain 11 the subgrade moisture and density in accordance with this Section. 12 11. In the event that rain or other conditions may have adversely affected the condition 13 of the subgrade or base, additional tests may be required as directed by the City. 14 D.Placing and Removing Forms 15 1. Placing Forms 16 a. Forms for machine -laid concrete 17 1) The side forms shall be metal, of approved cross section and bracing, of a 18 height no less than the prescribed edge thickness of the concrete section, and a 19 minimum of 10 feet in length for each individual form. 20 2) Forms shall be of ample strength and staked with adequate number of pins 21 capable of resisting the pressure of concrete placed against them and the 22 thrust and the vibration of the construction equipment operating upon them 23 without appreciable springing, settling or deflection. 24 3) The forms shall be free from warps, bends or kinks and shall show no 25 variation from the true plane for face or top. 26 4) Forms shall be jointed neatly and tightly and set with exactness to the 27 established grade and alignment. 28 5) Forms shall be set to line and grade at least 200 feet, where practicable, in 29 advance of the paving operations. 30 6) In no case shall the base width be less than 8 inches for a form 8 inches or 31 more in height. 32 7) Forms must be in firm contact with the subgrade throughout their length 33 and base width. 34 8) If the subgrade becomes unstable, forms shall be reset, using heavy stakes 35 or other additional supports may be necessary to provide the required 36 stability. 37 b. Forms for hand -laid concrete 38 1) Forms shall extend the full depth of concrete and be a minimum of 1-1/2 39 inches in thickness or equivalent when wooden forms are used, or be of a 40 gauge that shall provide equivalent rigidity and strength when metal forms are 41 used. 42 2) For curves with a radius of less than 250 feet, acceptable flexible metal or 43 wood forms shall be used. 44 3) All forms showing a deviation of 1/8 inch in 10 feet from a straight line 45 shall be rejected. 46 2. Settling. When forms settle over 1/8 inch under finishing operations, paving 47 operations shall be stopped the forms reset to line and grade and the pavement then 48 brought to the required section and thickness. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 321313-13 CONCRETE PAVING Page 13 of 22 1 3. Cleaning. Forms shall be thoroughly cleaned after each use. 2 4. Removal. 3 a. Forms shall remain in place until the concrete has taken its final set. 4 b. Avoid damage to the edge of the pavement when removing forms. 5 c. Repair damage resulting from form removal and honeycombed areas with a 6 mortar mix within 24 hours after form removal unless otherwise approved. 7 d. Clean joint face and repair honeycombed or damaged areas within 24 hours 8 after a bulkhead for a transverse construction joint has been removed unless 9 otherwise approved. 10 e. When forms are removed before 72 hours after concrete placement, promptly 11 apply membrane curing compound to the edge of the concrete pavement. 12 E. Placing Reinforcing Steel, Tie, and Dowel Bars 13 1. General 14 a. When reinforcing steel tie bars, dowels, etc., are required they shall be placed as 15 shown on the Drawings. 16 b. All reinforcing steel shall be clean, free from rust in the form of loose or 17 objectionable scale, and of the type, size and dimensions shown on the 18 Drawings. 19 c. Reinforcing bars shall be securely wired together at the alternate intersections 20 and all splices and shall be securely wired at each intersection dowel and load- 21 transmission unit intersected. 22 d. All bars shall be installed in their required position as shown on the Drawings. 23 e. The storing of reinforcing or structural steel on completed roadway slabs 24 generally shall be avoided and, where permitted, such storage shall be limited to 25 quantities and distribution that shall not induce excessive stresses. 26 2. Splices 27 a. Provide standard reinforcement splices by lapping and tying ends. 28 b. Comply with ACI 318 for minimum lap of spliced bars where not specified on 29 the Drawings. 30 3. Installation of Reinforcing Steel 31 a. All reinforcing bars and bar mats shall be installed in the slab at the required 32 depth below the finished surface and supported by and securely attached to bar 33 chairs installed on prescribed longitudinal and transverse centers as shown by 34 sectional and detailed drawings on the Drawings. 35 b. Chairs Assembly. The chair assembly shall be similar and equal to that shown 36 on the Drawings and shall be approved by the City prior to extensive fabrication. 37 c. After the reinforcing steel is securely installed above the subgrade as specified 38 in Drawings and as herein prescribed, no loading shall be imposed upon the bar 39 mats or individual bars before or during the placing or finishing of the concrete. 40 4. Installation of Dowel Bars 41 a. Install through the predrilled joint filler and rigidly support in true horizontal 42 and vertical positions by an assembly of bar chairs and dowel baskets. 43 b. Dowel Baskets 44 1) The dowels shall be held in position exactly parallel to surface and 45 centerline of the slab, by a dowel basket that is left in the pavement. 46 2) The dowel basket shall hold each dowel in exactly the correct position so 47 firmly that the dowel's position cannot be altered by concreting operations. 48 c. Dowel Caps CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 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 39 40 41 42 43 44 45 46 47 48 3213 13 - 14 CONCRETE PAVING Page 14 of 22 1) Install cap to allow the bar to move not less than 1-1/4 inch in either direction. Grease bar before adding cap to prevent bonding with the concrete. 5. Tic Bar and Dowel Placement a. Place at mid -depth of the pavement slab, parallel to the surface. b. Place as shown on the Drawings. 6. Epoxy for Tie and Dowel Bar Installation 1) Epoxy bars as shown on the Drawings. 2) Use only drilling operations that do not damage the surrounding structures. 3) Blow out drilled holes with compressed air. 4) Completely fill the drilled hole with approved epoxy before inserting the tie bar into the hole. 5) Install epoxy grout and bar at least 6 inches embedded into concrete. F. Joints 1. Joints shall be placed where shown on the Drawings or where directed by the City. 2. The plane of all joints shall make a right angle with the surface of the pavement. 3. No joints shall have an error in alignment of more than 1/2 inch at any point. 4. Joint Dimensions a. The width of the joint shall be shown on the Drawings, creating the joint sealant reservoir. b. The depth of the joint shall be shown on the Drawings. c. Dimensions of the sealant reservoir shall be in accordance with manufacturer's recommendations. d. After curing, the joint sealant shall be 1/8 inch to 1/4 inch below the pavement surface at the center of the joint. 5. Transverse Expansion Joints a. Expansion joints shall be installed perpendicularly to the surface and to the centerline of the pavement at the locations shown on the Drawings, or as approved by the City. Expansion joints shall continue to the farthest outside edge of paving and adjacent slabs, and should extend through monolithic or attached curbs so that there is no restriction to the movement of the joint at any point. b. Joints shall be of the design width, and spacing shown on the Drawings, or as approved by the City. c. Dowel bars, shall be of the size and type shown on the Drawings, or as approved by the City, and shall be installed at the specified spacing. d. Support dowel bars with dowel baskets. e. Dowels shall not restrict the free opening and closing of the expansion join and shall not make planes of weaknesses in the pavement. f Greased Dowels for Expansion Joints. 1) Coat dowels with a thin film of grease or other approved de -bonding material. 2) Provide dowel caps on the lubricated end of each dowel bar. g. Proximity to Existing Structures. When the pavement is adjacent to or around existing structures, expansions joints shall be constructed in accordance with the details shown on the Drawings. 6. Transverse Contraction Joints a. Contraction or dummy joints shall be installed at the locations and at the intervals shown on the Drawings. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 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 39 40 41 42 43 44 45 46 47 32 13 13-15 CONCRETE PAVING Page 15 of 22 b. Joints shall be of the design width, and spacing shown on the Drawings, or as approved by the City. c. Dowel bars, shall be of the size and type shown on the Drawings, or as approved by the City, and shall be installed at the specified spacing. d. Saw joints in a single cut to the width and depth the plans show. Begin sawing as soon as the concrete hardens sufficiently to prevent excessive raveling along the saw cut and fmish before conditions induce uncontrolled cracking. e. The joints shall be constructed by sawing to a 1/4 - inch width and to a depth of 1/4 of the actual pavement thickness, or deeper if so indicated on the Drawings. f. Complete sawing as soon as possible in hot weather conditions and within a maximum of 24 hours after saw cutting begins under cool weather conditions. g. If sharp edge joints are being obtained, the sawing process shall be sped up to the point where some raveling is observed. h. Damage by blade action to the slab surface and to the concrete immediately adjacent to the joint shall be minimized. i. Any portion of the curing membrane which has been disturbed by sawing operations shall be restored by spraying the areas with additional curing compound. 7. Transverse Construction Joints a. Construction joints formed at the close of each day's work or when the placing of concrete has been interrupted for 30-minutes or longer shall be constructed by use of metal or wooden bulkheads cut true to the section of the finished pavement and cleaned. b. Wooden bulkheads shall be constructed using material of a thickness not less than nominal 2" lumber. c. Longitudinal bars shall be held securely in place in a plane perpendicular to the surface and at right angles to the centerline of the pavement. d. Edges shall be rounded to 1/4-inch radius. e. Any surplus concrete on the subgrade shall be removed upon the resumption of the work. 8. Longitudinal Construction Joints a. Longitudinal construction joints shall be of the type shown on the Drawings. 9. Joint Filler a. Joint filler shall be as specified in 2.2.I of the size and shape shown on the Drawings. b. Redwood Board joints shall be used for all pavement joints except for expansion joints that are coincident with a butt joint against existing pavements. c. Boards with less than 25-percent of moisture at the time of installation shall be thoroughly wetted on the job. d. Green lumber of much higher moisture content is desirable and acceptable. e. The joint filler shall be appropriately drilled to admit the dowel bars when required. f. The bottom edge of the filler shall extend to or slightly below the bottom of the slab. The top edge shall be held not less than 1/2 inch below the finished surface of the pavement in order to allow the finishing operations to be continuous. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 3213 13-16 CONCRETE PAVING Page 16 of 22 1 g. The joint filler may be composed of more than one length of board in the 2 length of joint, but no board of a length less than 6 foot may be used unless 3 otherwise shown on the Drawings. 4 h. After the removal of the side forms, the ends of the joints at the edges of the 5 slab shall be carefully opened for the entire depth of the slab. 6 10. Joint Sealing. Routine pavement joints shall be filled consistent with paving details 7 and as specified in Section 32 13 73. Materials shall generally be handled and 8 applied according to the manufacturer's recommendations as specified in Section 9 32 1373. 10 G.Placing Concrete 11 1. Unless otherwise specified in the Drawings, the finished pavement shall be 12 constructed monolithically and constructed by machined laid method unless 13 impractical. The City will make determination of what is practical. The maximum 14 length of concrete lane that can be placed by hand pouring is 50 linear feet. 15 2. The concrete shall be rapidly deposited on the subgrade in successive batches and 16 shall be distributed to the required depth and for the entire width of the pavement 17 by approved methods. 18 3. Any concrete not placed as herein prescribed within the time limits in the following 19 table will be rejected. Time begins when the water is added to the mixer. 20 Temperature — Time Requirements 21 22 23 24 25 26 27 28 29 30 31 32 33 34 Concrete Temperature at point ofplacement) Max Time — minutes no retarding agent Max Time — minutes with retarding agent)' Non -Agitated Concrete All temperatures 45 45 Agitated Concrete Above 90°F 45 75 Above 750F thru 90OF 60 90 75°F and Below 60 120 1 Normal dosage of retarder. 4. Rakes shall not be used in handling concrete. 5. At the end of the day, or in case of unavoidable interruption or delay of more than 30 minutes or longer to prevent cold joints, a transverse construction joint shall be placed in accordance with 3.4.F.7 of this Section. 6. Honeycombing a. Special care shall be taken in placing and vibrating the concrete against the forms and at all joints and assemblies so as to prevent honeycombing Concrete shall be uniformly consolidated throughout its width and depth, free from honey combed areas, and has a consistent void -free closed surface. b. Excessive voids and honeycombing in the edge of the pavement, revealed by the removal of the side forms, may be cause for rejection of the section of slab in which the defect occurs. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 3213 13 - 17 CONCRETE PAVING Page 17 of 22 1 H.Finishing 2 1. Machine 3 a. Tolerance Limits 4 1) While the concrete is still workable, it shall be tested for irregularities with 5 a 10-foot straightedge placed parallel to the centerline of the pavement so as 6 to bridge depressions and to touch all high spots. 7 2) Ordinates measured from the face of the straightedge to the surface of the 8 pavement shall at no place exceed 1/16 inch -per -foot from the nearest point of 9 contact. 10 3) In no case shall the maximum ordinate to a 10-foot straightedge be greater 11 than 1/8 inch. 12 4) Any surface not within the tolerance limits shall be reworked and 13 refmished. 14 b. Edging 15 1) The edges of slabs and all joints requiring edging shall be carefully tooled 16 with an edger of the radius required by the Drawings at the time the concrete 17 begins to take its "set" and becomes non -workable. 18 2) All such work shall be left smooth and true to lines. 19 2. Hand 20 a. Hand finishing permitted only in intersections and areas inaccessible to a 21 finishing machine. 22 b. When the hand method of striking off and consolidating is permitted, the 23 concrete, as soon as placed, shall be approximately leveled and then struck off 24 with screed bar to such elevation above grade that, when consolidated and 25 finished, the surface of the pavement shall be at the grade elevation shown on 26 the Drawings. 27 28 C. The straightedge and joint finishing shall be as prescribed herein. 29 I. Curing 30 1. The curing of concrete pavement shall be thorough and continuous throughout the 31 entire curing period. 32 2. Failure to provide proper curing as herein prescribed shall be considered as 33 sufficient cause for immediate suspension of the paving operations. 34 3. The curing method as herein specified does not preclude the use of any of the other 35 commonly used methods of curing, and the City may approve another method of 36 curing if so requested by the Contractor. 37 4. If any selected method of curing does not afford the desired results, the City shall 38 have the right to order that another method of curing be instituted. 39 5. After removal of the side forms, the sides of the slab shall receive a like coating 40 before earth is banked against them. 41 6. The solution shall be applied, under pressure with a spray nozzle, in such a manner 42 as to cover the entire surfaces thoroughly and completely with a uniform film. 43 7. The rate of application shall be such as to ensure complete coverage and shall not 44 exceed 20-square-yards-per-gallon of curing compound. 45 8. When thoroughly dry, it shall provide a continuous and flexible membrane, free 46 from cracks or pinholes, and shall not disintegrate, check, peel or crack during the 47 curing period. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 321313 -18 CONCRETE PAVING Page 18 of 22 1 9. If for any reason the seal is broken during the curing period, it shall be immediately 2 repaired with additional sealing solution. 3 10. When tested in accordance with ASTM C156 Standard Test Method for Water Loss 4 (from a mortar specimen) Through Liquid Membrane -Forming Curing Compounds 5 for Concrete, the curing compound shall provide a film which shall have retained 6 within the test specimen a percentage of the moisture present in the specimen when 7 the curing compound was applied according to the following. 8 11. Contractor shall maintain and properly repair damage to curing materials on 9 exposed surfaces of concrete pavement continuously for a least 72 hours. 10 J. Monolithic Curbs 11 1. Concrete for monolithic curb shall be the same as for the pavement and shall be 12 placed within 20 minutes of the placement of the slab concrete. 13 2. After the concrete has been struck off and sufficiently set, the exposed surfaces 14 shall be thoroughly worked to achieve an acceptable surface finish. 15 3. The exposed edges shall be rounded by the use of an edging tool to the radius 16 indicated on the Drawings. 17 4. All exposed surfaces of curb shall be brushed to a smooth and uniform surface. 18 K.Pavement Leaveouts 19 1. Pavement leaveouts as necessary to maintain and provide for local traffic shall be 20 provided at location indicated on the Drawings or as directed by the City. 21 2. The extent and location of each leaveout required and a suitable crossover 22 connection to provide for traffic movements shall be determined in the field by the 23 City. 24 3.5 REPAIR 25 A.Repair of concrete pavement concrete shall be consistent with the Drawings and as 26 specified in Section 32 0129. 27 3.6 RE -INSTALLATION [NOT USED] 28 3.7 SITE QUALITY CONTROL 29 A. Concrete Placement 30 1. Place concrete using a fully automated paving machine. Hand paving is only 31 permitted in areas such as intersections where use of paving machine is not 32 practical. 33 a. All concrete pavement not placed by hand shall be placed using a fully 34 automated paving machine as approved by the City. 35 b. Screeds are considered hand placement paving method. 36 B. Testing of Materials 37 1. Samples of all materials for testing shall be provided by the contractor at no 38 expense to the City, unless otherwise specified in the special provisions or in the 39 Drawings. 40 2. In the event the initial sampling and testing does not comply with the specifications, 41 all subsequent testing of the material in order to determine if the material is 42 acceptable shall be at the Contractor's expense at the same rate charged by the 43 commercial laboratories. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 32 13 13-19 CONCRETE PAVING Page 19 of 22 1 3. All testing shall be in accordance with applicable ASTM Standards and concrete 2 testing technician must be ACI certified or equivalent. 3 C.Pavement Thickness Test 4 1. Pavement thickness test shall be performed by a commercial testing laboratory 5 approved by the City every 100 feet or fraction thereof in accordance with TxDOT 6 Designation: Tex-423-A, unless otherwise shown on the plans. Test locations shall 7 be at the discretion of the City. 8 2. In the event a deficiency in the thickness of pavement is revealed during normal 9 testing operations, core samples shall be taken at the contractor's expense to verify 10 deficiency of more than 0.2 in. from plan thickness and to isolate the deficient area. 11 3. Where the average thickness of pavement in the area found to be deficient in 12 thickness by more than 0.20 inch, but not more than 0.50-inch, payment shall be 13 made at an adjusted price as specified in the following table. 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Deficiency in Thickness Determined by Cores Proportional Part Of Contract Price Inches Allowed 0.00 — 0.20 100 percent 0.21— 0.30 80 percent 0.31— 0.40 70 percent 0.41— 0.50 60 percent 4. Any area of pavement found deficient in thickness by more than 0.50 inch but not more than 0.75 inch or 1/10 of the thickness specified on the Drawings, whichever is greater, shall be evaluated by the City. 5. If, in the judgment of the City the area of such deficiency should not be removed and replaced, there shall be no payment for the area retained. 6. If, in the judgment of the City, the area of such deficiency warrants removal, the area shall be removed and replaced, at the Contractor's entire expense, with concrete of the thickness shown on the Drawings. 7. Any area of pavement found deficient in thickness by more than 0.75 inch or more than 1/10 of the plan thickness, whichever is greater, shall be removed and replaced with concrete of the thickness shown on the Drawings at the Contractor's sole expense. 8. No additional payment over the contract unit price shall be made for any pavement of a thickness exceeding that required by the Drawings. D.Pavement Strength Test 1. During the progress of the work the commercial testing laboratory casts test cylinders for conforming to ASTM C31, to maintain a check on the compressive strengths of the concrete being placed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 3213 13 - 20 CONCRETE PAVING Page 20 of 22 1 2. Test cylinders shall be taken from a representative portion of concrete being placed 2 for every 150-cubic yards of concrete pavement placed, but in no case shall fewer 3 than 1 set of cylinders be taken per day of placement. After the cylinders have been 4 cast, they shall remain on the job site and then transported, moist cured, and tested 5 in accordance with ASTM C31 and ASTM C39. 6 3. In each set, one of the cylinders shall be tested at 7 days (3 days for HES concrete), 7 two cylinders shall be tested at 28 days (three cylinders for 4" by 8" cylinders), and 8 the remaining cylinder shall be retained for testing at 56 days, if necessary. 9 Concrete must attain its design strength within 56 days. The 4" by 8" cylinders are 10 acceptable only when the nominal maximum aggregate size of the mix is less than 11 1-1/4 inch. 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 39 40 41 4. If the average 28-day test results indicate deficient strength, the Contractor may, at its option and expense, core the pavement in question and have the cores tested by an approved laboratory in accordance with ASTM C42 and ACI 318 protocol. The average of all cores must meet 100 percent of the minimum specified strength, with no individual core resulting in less than 90 percent of design strength, in order to override the results of the cylinder tests. 5. In the event cylinders and/or cores do not meet minimum specified strength, additional cores may be taken to identify the limits of deficient concrete pavement at the expense of the Contractor. 6. Cylinders and/or cores must meet minimum specified strength. Pavement not meeting the minimum specified strength shall be subject to the money penalties or removal and placement at the Contractor's expense as shown in the following table. Percent Deficient Percent of Contract Price Allowed Greater Than 0 percent - Not More Than 10 percent 90- ercent Greater Than 10 percent - Not More Than 15 percent 80-percent Greater Than 15 percent 0-percent or removed and replaced at the entire cost and expense of Contractor as directed by City 7. Deficiency shall be determined on a panel by panel basis. 8. The amount of penalty shall be deducted from payment due to Contractor 9. No additional payment over the contract unit price shall be made for any pavement with a strength exceeding that required by the Drawings and/or specifications. E. Cracked Concrete Acceptance Policy 1. If cracks exist in concrete pavement upon completion of the project, the Project Inspector shall decide as to the need for action to address the cracking as to its cause and recommended remedial work. 2. If the recommended remedial work is routing and sealing of the cracks to protect the subgrade, the Inspector shall make the determination as to whether to rout and seal the cracks at the time of final inspection and acceptance or at any time prior to the end of the project maintenance period. The Contractor shall perform the routing and sealing work as directed by the Project Inspector, at no cost to the City, regardless of the cause of the cracking. 3. If remedial work beyond routing and sealing is determined to be necessary, the Inspector and the Contractor shall meet to determine the cause of the cracking. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 3213 13 - 21 CONCRETE PAVING Page 21 of 22 1 a. If agreement is reached that the cracking is due to deficient materials or 2 workmanship, the Contractor shall perform the remedial work at no cost to the 3 City. Remedial work in this case shall be limited to removing and replacing the 4 deficient work with new material and workmanship that meets the requirements 5 of the contract. 6 b. If the Inspector and the Contractor agree that the cause of the cracking is not 7 deficient materials or workmanship, the City may request the Contractor to 8 provide an estimate of the cost of the necessary remedial work and/or additional 9 work to address the cause of the cracking, and the Contractor will perform that 10 work at the agreed -upon price if the City elects to do so. 11 4. If the Inspector and the Contractor cannot agree on the cause of the cracking, the 12 City may hire an independent geotechnical engineer, acceptable to the Contractor, 13 to perform testing and analysis to determine the cause of the cracking. The 14 contractor shall pay 50 percent of the costs of the independent testing. Contractor 15 shall provide one half of the estimated costs of the independent testing to be held by 16 the City. 17 5. If the independent geotechnical engineer determines that the primary cause of the 18 cracking is the Contractor's deficient material or workmanship, the remedial work 19 will be performed at the Contractor's entire expense and the Contractor will also 20 reimburse the City for the City's portion of cost of the geotechnical investigation. 21 Remedial work in this case shall be limited to removing and replacing the deficient 22 work with new material and workmanship that meets the requirements of the 23 contract. 24 6. If the geotechnical engineer determines that the primary cause of the cracking is not 25 the Contractor's deficient material or workmanship, the City will return the held 26 funds to the Contractor. The Contractor, on request, will provide the City an 27 estimate of the costs of the necessary remedial work and/or additional work and 28 will perform the work at the agreed -upon price as directed by the City. 29 3.8 SYSTEM STARTUP [NOT USED] 30 3.9 ADJUSTING [NOT USED] 31 3.10 CLEANING [NOT USED] 32 A.No concrete washout, mix, slurry, cuts, mud or solids etc., may enter the storm water 33 system including curb lines. Equipment washout allowed only in areas shown on 34 drawings and test materials or slag must be removed from site prior to final acceptance. 35 3.11 CLOSEOUT ACTIVITIES [NOT USED] 36 3.12 PROTECTION [NOT USED] 37 3.13 MAINTENANCE [NOT USED] 38 3.14 ATTACHMENTS [NOT USED] 39 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 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 3213 13 - 22 CONCRETE PAVING Page 22 of 22 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 1.2.A — Modified items to be included in price bid 05/21 /2014 Doug Rademaker 2.2.1) — Modified to clarify acceptable fly ash substitution in concrete paving 03/19/2021 Zelalem Arega/Doug Black 1. I LA — modified to clarify concrete placement temperature restrictions 2.4.A, B, D — to clarify concrete quality control process and requirements 3.7. C & D - to modify and clarify the pavement strength test and change in pavement thickness measurement methodology 3.7.E — Modified to clarify cracked concrete acceptance policy 3/11/2022 Zelalem Arega 1.3.A.h, 2.2 — Added ASTM C595, Type IL cement 6/10/2022 M Owen 3.4 G. 1. — Clarified language re: machine laid vs. hand poured CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 -1 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 1 of 6 1 SECTION 32 13 20 2 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Concrete sidewalks 7 2. Driveways 8 3. Barrier free ramps 9 B.Deviations from 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 3. Section 02 41 13 - Selective Site Demolition 15 4. Section 32 13 13 - Concrete Paving 16 5. Section 32 13 73 - Concrete Paving Joint Sealants 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A.Measurement and Payment 19 1. Concrete Sidewalk 20 a. Measurement 21 1) Measurement for this Item shall be by the square foot of completed and 22 accepted Concrete Sidewalk in its final position for various: 23 a) Thicknesses 24 b) Types 25 b. Payment 26 1) The work performed and materials furnished in accordance with this Item 27 and measured as provided under "Measurement" will be paid for at the unit 28 price bid per square foot of Concrete Sidewalk. 29 c. The price bid shall include: 30 1) Excavating and preparing the subgrade 31 2) Furnishing and placing all materials 32 3) Thickened edge under sidewalk limits, if adjacent to curb or retaining wall 33 34 2. Concrete Curb at Back of Sidewalk (6 to 12-inch max) 35 a. Measurement 36 1) Measurement for this Item shall be by the linear foot of completed and 37 accepted Concrete Curb at the Back of Sidewalk within the 6 to 12-inch curb 38 height at back of walk in its final position. 39 b. Payment 40 1) The work performed and materials furnished in accordance with this Item 41 and measured as provided under "Measurement" will be paid for at the unit 42 price bid per linear foot of Concrete Curb at the Back of Sidewalk. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 9, 2022 Eaton High School Stadium Addition CPN 106072 -2 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 2 of 6 1 c. The price bid shall include: 2 1) Excavating and preparing the subgrade 3 2) Furnishing and placing all materials, including concrete and reinforcing 4 steel 5 3) Excavation in back of "retaining" curb 6 4) Furnishing, placing, and compacting backfill 7 3. Concrete Driveway 8 a. Measurement 9 1) Measurement for this Item shall be by the square foot of completed and 10 accepted Concrete Driveway in its final position for various: 11 a) Thicknesses 12 b) Types 13 2) Dimensions will be taken from the back of the projected curb, including the 14 area of the curb radii and will extend to the limits specified in the Drawings. 15 3) Sidewalk portion of drive will be included in driveway measurement. 16 4) Curb on drive will be included in the driveway measurement. 17 b. Payment 18 1) The work performed and materials furnished in accordance with this Item 19 and measured as provided under "Measurement" will be paid for at the unit 20 price bid per square foot of Concrete Driveway. 21 c. The price bid shall include: 22 1) Excavating and preparing the subgrade 23 2) Furnishing and placing all materials 24 3) Temporary asphalt transition at width shown on plans (typically 9 inches) 25 when the pavement adjacent to the driveway will be improved 26 27 4. Barrier Free Ramps 28 a. Measurement 29 1) Measurement for this Item shall be per each Barrier Free Ramp completed 30 and accepted for various: 31 a) Types 32 b. Payment 33 1) The work performed and materials furnished in accordance with this Item 34 and measured as provided under "Measurement" will be paid for at the unit 35 price bid per each "Barrier Free Ramp" installed. 36 c. The price bid shall include: 37 1) Excavating and preparing the subgrade 38 2) Furnishing and placing all materials 39 3) Curb Ramp 40 4) Landing and detectable warning surface as shown on the Drawings 41 5) Adjacent flares or side curb 42 6) Concrete gutter width along ramp opening 43 7) Doweling into adjacent concrete pavement, if applicable 44 1.3 REFERENCES 45 A.Abbreviations and Acronyms 46 1. TAS — Texas Accessibility Standards 47 2. TDLR — Texas Department of Licensing and Regulation 48 B.Reference Standards CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 9, 2022 Eaton High School Stadium Addition CPN 106072 -3 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 3 of 6 1 1. Reference standards cited in this Specification refer to the current reference 2 standard published at the time of the latest revision date logged at the end of this 3 Specification, unless a date is specifically cited. 4 2. American Society for Testing and Materials (ASTM) 5 a. D545, Test Methods for Preformed Expansion Joint Fillers for Concrete 6 Construction (Non -extruding and Resilient Types) 7 b. D698, Test Methods for Laboratory Compaction Characteristics of Soil Using 8 Standard Effort (12,400 ft-lbf/ft3) 9 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 10 1.5 SUBMITTALS [NOT USED] 11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 12 A.Mix Design: submit for approval. Section 32 13 13. 13 B.Product Data: submit product data and sample for pre -cast detectable warning for barrier 14 free ramp. 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 CONDITIONS 20 A.Weather Conditions: Placement of concrete shall be as specified in Section 32 13 13. 21 1.12 WARRANTY [NOT USED] 22 PART 2 - PRODUCTS 23 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 24 2.2 EQUIPMENT AND MATERIALS 25 A.Forms: wood or metal straight, free from warp and of a depth equal to the thickness of the 26 finished work. 27 B.Concrete: see Section 32 13 13. 28 1. Unless otherwise shown on the Drawings or detailed specifications, the standard 29 class for concrete sidewalks, driveways and barrier free ramps is shown in the 30 following table: 31 Standard Classes of Pavement Concrete 32 Class of Minimum 28 Day Min. Maximum Course Concrete' Cementitious, Compressive Water/ Aggregate Lb./CY Strength2 Cementitious Maximum psi Ratio Size, inch A 470 3000 0.58 1-1/2 C.Reinforcement: see Section 32 13 13. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 9, 2022 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 -4 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 4 of 6 1 1. Sidewalk, driveway and barrier free ramp reinforcing steel shall be #3 deformed 2 bars at 18 inches on -center -both -ways at the center plane of all slabs, unless 3 otherwise shown on the Drawings or detailed specifications. 4 D.Joint Filler 5 1. Wood Filler: see Section 32 13 13. 6 2. Pre -Molded Asphalt Board Filler 7 a. Use only in areas where not practical for wood boards. 8 b. Pre -molded asphalt board filler: ASTM D545. 9 c. Install the required size and uniform thickness and as specified in Drawings. 10 d. Include 2 liners of 0.016 asphalt impregnated kraft paper filled with a mastic 11 mixture of asphalt and vegetable fiber and/or mineral filler. 12 E. Expansion Joint Sealant: see Section 32 13 73 where shown on the Drawings. 13 2.3 ACCESSORIES [NOT USED] 14 2.4 SOURCE QUALITY CONTROL [NOT USED] 15 PART 3 - EXECUTION 16 3.1 INSTALLERS [NOT USED] 17 3.2 EXAMINATION [NOT USED] 18 3.3 PREPARATION 19 A. Surface Preparation 20 1. Excavation: Excavation required for the construction of sidewalks, driveways and 21 barrier free ramps shall be to the lines and grades as shown on the Drawings or as 22 established by the City. 23 2. Fine Grading 24 a. The Contractor shall do all necessary filling, leveling and fine grading required 25 to bring the subgrade to the exact grades specified and compacted to at least 90 26 percent of maximum density as determined by ASTM D698. 27 b. Moisture content shall be within minus 2 to plus 4 of optimum. 28 c. Any over -excavation shall be repaired to the satisfaction of the City. 29 B.Demolition / Removal 30 1. Sidewalk, Driveway and/ or Barrier Free Ramp Removal: see Section 02 41 13. Jcl =1�0-KI II-MV11 [1 32 A.General 33 1. Concrete sidewalks shall have a minimum thickness of 4 inches. 34 2. Sidewalks constructed in driveway approach sections shall have a minimum 35 thickness equal to that of driveway approach or as called for by Drawings and 36 specifications within the limits of the driveway approach. 37 3. Driveways shall have a minimum thickness of 6 inches. Standard cross -slopes for 38 walks shall be 2 percent max in accordance with current TAS/TDLR guidelines. 39 The construction of the driveway approach shall include the variable height radius 40 curb or a pan driveway approach in accordance with the Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 9, 2022 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 -5 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 5 of 6 1 4. All pedestrian facilities shall comply with provisions of TAS including location, 2 slope, width, shapes, texture and coloring. Pedestrian facilities installed by the 3 Contractor and not meeting TAS must be removed and replaced to meet TAS (no 4 separate pay). 5 B.Forms: Forms shall be securely staked to line and grade and maintained in a true position 6 during the depositing of concrete. 7 C.Reinforcement: see Section 32 13 13. 8 D.Concrete Placement: see Section 32 13 13. 9 E. Finishing 10 1. Concrete sidewalks, driveways and barrier free ramps shall be finished to a true, 11 even surface. 12 2. Trowel and then brush transversely to obtain a smooth uniform brush finish. 13 3. Provide exposed aggregate finish for driveways and sidewalks if specified. 14 4. Edge joints and sides shall with suitable tools. 15 F. Joints 16 1. Expansion joints for sidewalks, driveways and barrier free ramps shall be formed 17 using redwood. 18 2. Expansion joints shall be placed at intervals ten times the width of the sidewalk. 19 3. Expansion joints shall also be placed at all intersections, sidewalks with concrete 20 driveways, curbs, formations, other sidewalks and other adjacent old concrete work. 21 Similar material shall be placed around all obstructions protruding into or through 22 sidewalks or driveways. 23 4. All expansion joints shall be 1/2 inch in thickness. 24 5. Edges of all construction and expansion joints and outer edges of all sidewalks shall 25 be finished to approximately a 1/2 inch radius with a suitable finishing tool. 26 6. Sidewalks shall be marked at intervals equal to the width of the walk with a 27 marking tool. Saw cutting of joints to the required depth may be desirable on wider 28 sidewalks and is acceptable if approved by the City 29 7. When sidewalk is against the curb, expansion joints shall be spaced to match those 30 in the curb, possibly in addition to the required spacing above. 31 G.Barrier Free Ramp 32 1. Furnish and install red color detectable warning surface included in Standard 33 Product List, or approved equal. 34 2. Detectable warning surface shall be a minimum of 24-inch in depth in the direction 35 of pedestrian travel, and extend to the limit of the width of the curb ramp (exclusive 36 of flares), the landing or the blended transition. 37 3. Locate detectable warning surface so that the edge nearest the curb line is at the 38 extension of the back of the curb. 39 4. Detectable warning surface may be curved along the corner radius. 40 5. Install detectable warning surface according to manufacturer's instructions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 9, 2022 Eaton High School Stadium Addition CPN I06072 Eaton High School Stadium Addition CPN 106072 1 2 3 4 5 6 7 8 9 10 11 12 -6 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 6 of 6 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A.3 — Measurement and Payment for Barrier Free Ramps modified to match updated City Details 4/30/2013 F. Griffin Corrected Part 1, 1.2, A, 3, b, 1 to read; from... square foot of Concrete Sidewalk. to ...each "Barrier Free Ramp" installed. June 5, 2018 M Owen Revised Measurement and Payment.section. April 29, 2021 M Owen 1.2 A. 4. c. Revise Barrier Free Ramp — Payment Section December 9, M Owen 1.2 A. I.e. and 1.2 A. 3. c. Clarified what is included in bid items for sidewalk and 2021 driveway, respectively December 9, M Owen 3.4 G. Remove reference to specific DWS and referred to SPL, revised to clarify 2022 limit of DWS, and revised reference to back of curb for placement of DWS. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 9, 2022 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 32 1373- 1 CONCRETE PAVING JOINT SEALANTS Page 1 of 4 SECTION 32 13 73 CONCRETE PAVING JOINT SEALANTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Specification for silicone joint sealing for concrete pavement and curbs. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 3. Section 32 13 13 - Concrete Paving 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Measurement for this Item shall be by the linear foot of Joint Sealant completed and accepted only when specified in the Drawings to be a pay item. 2. Payment a. The work performed and materials furnished in accordance with this Item are subsidiary to the various items bid and no other compensation will be allowed, unless specifically specified on Drawings. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. ASTM International (ASTM): a. D5893, Standard Specification for Cold Applied, Single Component, Chemically Curing Silicone Joint Sealant for Portland Cement Concrete Pavements 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 ACTION SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Test and Evaluation Reports Prior to installation, furnish certification by an independent testing laboratory that the silicone joint sealant meets the requirements of this Section. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 321373-2 CONCRETE PAVING JOINT SEALANTS Page 2 of 4 2. Submit verifiable documentation that the manufacturer of the silicone joint sealant has a minimum 2-year demonstrated, documented successful field performance with concrete pavement silicone joint sealant systems. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD CONDITIONS A. Do not apply joint sealant when the air and pavement temperature is less than 35 degrees F B. Concrete surface must be clean, dry and frost free. C. Do not place sealant in an expansion -type joint if surface temperature is below 35 degrees F or above 90 degrees F. 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER FURNISHED PRODUCTS [NOT USED] 2.2 MATERIALS & EQUIPMENT A. Materials 1. Joint Sealant: ASTM D5893. 2. Joint Filler, Backer Rod and Breaker Tape a. The joint filler sop shall be of a closed cell expanded polyethylene foam backer rod and polyethylene bond breaker tape of sufficient size to provide a tight seal. b. The back rod and breaker tape shall be installed in the saw -cut joint to prevent the joint sealant from flowing to the bottom of the joint. c. The backer rod and breaker tape shall be compatible with the silicone joint sealant and no bond or reaction shall occur between them. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 321373-3 CONCRETE PAVING JOINT SEALANTS Page 3 of 4 3.4 INSTALLATION A. General 1. The silicone sealant shall be cold applied. 2. Allow concrete to cure for a minimum of 7 days to ensure it has sufficient strength prior to sealing joints. 3. Perform joint reservoir saw cutting, cleaning, bond breaker installation, and joint sealant placement in a continuous sequence of operations. 4. See Drawings for the various joint details with their respective dimensions. B. Equipment 1. Provide all necessary equipment and keep equipment in a satisfactory working condition. 2. Equipment shall be inspected by the City prior to the beginning of the work. 3. The minimum requirements for construction equipment shall be as follows: a. Concrete Saw. The sawing equipment shall be adequate in size and power to complete the joint sawing to the required dimensions. b. Air Compressors. The delivered compressed air shall have a pressure in excess of 90 psi and shall be suitable for the removal of all free water and oil from the compressed air. c. Extrusion Pump. The output shall be capable of supplying a sufficient volume of sealant to the joint. d. Injection Tool. This mechanical device shall apply the sealant uniformly into the joint. e. Sandblaster. The design shall be for commercial use with air compressors as specified in this Section. £ Backer Rod Roller and Tooling Instrument. These devices shall be clean and free of contamination. They shall be compatible with the joint depth and width requirements. C. Sawing Joints: see Section 32 13 13. D. Cleaning joints 1. Dry saw in 1 direction with reverse cutting blade then sand blast. 2. Use compressed air to remove the resulting dust from the joint. Sandblast joints after complete drying. a. Attach nozzle to a mechanical aiming device so that the sand blast will be directed at an angle of 45 degrees and at a distance of 1 to 2 inches from the face of the joint. b. Sandblast both joint faces sandblasted in separate, 1 directional passes. c. When sandblasting is complete, blow-out using compressed air. d. The blow tube shall fit into the joints. 4. Check the blown joint for residual dust or other contamination. a. If any dust or contamination is found, repeat sandblasting and blowing until the joint is cleaned. b. Do not use solvents to remove stains and contamination. 5. Place the bond breaker and sealant in the joint immediately upon cleaning. 6. Bond Breaker Rod and Tape: install in the cleaned joint prior to the application of the joint sealant. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 32 13 73 - 4 CONCRETE PAVING JOINT SEALANTS Page 4 of 4 7. Do not leave open, cleaned joints unsealed overnight. E. Joint Sealant 1. Apply the joint sealant upon placement of the bond breaker rod and tape, using the mechanical injection tool. 2. Do not seal joints unless they are clean and dry. 3. Remove and discard excess sealant left on the pavement surface. a. Do not excess use to seal the joints. 4. The pavement surface shall present a clean final condition as determined by City. 5. Do not allow traffic on the fresh sealant until it becomes tack -free. F. Approval of Joints 1. The City may request a representative of the sealant manufacturer to be present at the job site at the beginning of the final cleaning and sealing of joints. a. The representative shall demonstrate to the Contractor and the City the acceptable method for sealant installation. b. The representative shall approve the clean, dry joints before the sealing operation commences. 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 32 16 13- 1 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 1 of 7 1 SECTION 32 1613 2 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS 3 MEN", ► `I �1.11 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Concrete Curbs and Gutters 8 2. Concrete Valley Gutters 9 B.Deviations from 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 3. Section 02 41 13 - Selective Site Demolition 15 4. Section 32 13 13 - Concrete Paving 16 5. Section 32 13 73 - Concrete Paving Joint Sealants 17 6. Section 32 1123 — Flexible Base Courses 18 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A.Measurement and Payment 21 1. Concrete Curb and Gutter 22 a. Measurement 23 1) Measurement for this Item shall be by the linear foot of Concrete Curb and 24 Gutter. 25 b. Payment 26 1) The work performed and materials furnished in accordance with this Item 27 and measured as provided under "Measurement" will be paid for at the unit 28 price bid per linear foot of Concrete Curb and Gutter complete and in place by 29 curb height. 30 c. The price bid shall include: 31 1) Excavation and preparing the subgrade, including placement of flexbase or 32 cement treated base under curb & gutter and 12" behind back of curb 33 2) Required excavation and backfill behind the curb 34 3) Removal and disposal of all excavated material 35 4) Furnishing and placing all materials, including foundation course, 36 reinforcing steel, and expansion material 37 5) Temporary asphalt transition at width shown on plans (typically 9 inches) 38 when the pavement adjacent to the curb & gutter will be improved 39 2. Concrete Valley Gutter 40 a. Measurement CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 9, 2022 Eaton High School Stadium Addition CPN 106072 321613-2 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 2 of 7 1 1) Measurement for this Item shall be by the square yard of Concrete Valley 2 Gutter. 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 and measured as provided under "Measurement" will be paid for at the unit 6 price bid per square yard of Concrete Valley Gutter complete and in place for: 7 a) Various street types 8 c. The price bid shall include: 9 1) Required excavation 10 2) Preparing the subgrade, including placement of flexbase or stabilized 11 cement treated subgrade 12 3) Furnishing and placing all materials, including foundation course, 13 reinforcing steel, and expansion material 14 4) Temporary asphalt transition at width shown on plans (typically 9") when 15 the pavement adjacent to the valley gutter will improved 16 3. Concrete Laydown Curb 17 a. Measurement 18 1) Measurement for this Item shall be by the linear foot of Concrete Laydown 19 Curb, when crossing on -street parking or parking lots. 20 2) Laydown Curb pay item is not to be used when crossing driveways or 21 alleys. 22 b. Payment 23 1) The work performed and materials furnished in accordance with this Item 24 and measured as provided under "Measurement" will be paid for at the unit 25 price bid per linear foot of Concrete Laydown Curb complete and in place by 26 curb height. 27 c. The price bid shall include: 28 1) Excavation and preparing the subgrade, including placement of flexbase or 29 cement treated base under curb & gutter and 12" behind back of curb 30 2) Required excavation and backfill behind the curb 31 3) Removal and disposal of all excavated material 32 4) Furnishing and placing all materials, including foundation course, 33 reinforcing steel, and expansion material 34 5) Temporary asphalt transition at width shown on plans (typically 9 inches) 35 when the pavement adjacent to the curb & gutter will be improved CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 9, 2022 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 32 16 13-3 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 3 of 7 1 1.3 REFERENCES [NOT USED] 2 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 3 1.5 ACTION SUBMITTALS [NOT USED] 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 CONDITIONS 10 A.Weather Conditions: See Section 32 13 13. 11 1.12 WARRANTY [NOT USED] 12 PART 2 - PRODUCTS 13 2.1 OWNER FURNISHED PRODUCTS [NOT USED] El 15 16 17 18 19 20 21 22 2.2 EQUIPMENT AND MATERIALS A.Forms: See Section 32 13 13. B. Concrete: 1. Unless otherwise shown on the Drawings or detailed specifications, the standard class for concrete curb & gutter and valley gutter is shown in the following table: Standard Classes of Pavement Concrete Item Class of Minimum 28 Day Maximum Course Concret Cementitious Min. Water/ Aggregat e Compressiv Cementitiou e Lb./Cy e s Maximu Strength Ratio m psi Size, inch Curb A 470 3,000 0.58 1-1/2 Gutte r Valle H 564 4,500 0.45 1-1/2 y Gutte r C.Reinforcement: See Section 32 13 13. D.Joint Filler CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 9, 2022 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 32 16 13-4 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 4 of 7 1 1. Wood Filler: see Section 32 13 13. 2 2. Pre -Molded Asphalt Board Filler 3 a. Use only in areas where not practical for wood boards 4 b. Pre -molded asphalt board filler: ASTM D545 5 c. Install the required size and uniform thickness and as specified in the Drawings. 6 d. Include two liners of 0.016 asphalt impregnated kraft paper filled with a mastic 7 mixture of asphalt and vegetable fiber and/or mineral filler. 8 E. Expansion Joint Sealant: See Section 32 13 73. 9 2.3 ACCESSORIES [NOT USED] 10 2.4 SOURCE QUALITY CONTROL [NOT USED] 11 PART 3 - EXECUTION 12 3.1 INSTALLERS [NOT USED] 13 3.2 EXAMINATION [NOT USED] 14 3.3 PREPARATION 15 A.Demolition / Removal: See Section 02 41 13. 16 3.4 INSTALLATION 17 A.Forms 18 1. Extend forms the full depth of concrete. 19 2. Wood forms: minimum of 1-1/2 inches in thickness 20 3. Metal Forms: a gauge that shall provide equivalent rigidity and strength 21 4. Use acceptable wood or metal forms for curves with a radius of less than 250 feet. 22 5. All forms showing a deviation of 1/8 inch in 10 feet from a straight line shall be 23 rejected. 24 B.Reinforcing Steel 25 1. Place all necessary reinforcement for City approval prior to depositing concrete. 26 2. All steel must be free from paint and oil and all loose scale, rust, dirt and other 27 foreign substances. 28 3. Remove foreign substances from steel before placing. 29 4. Wire all bars at their intersections and at all laps or splices. 30 5. Lap all bar splices a minimum of 20 diameters of the bar or 12 inches, whichever is 31 greater. 32 C. Concrete Placement 33 1. Deposit concrete to maintain a horizontal surface. 34 2. Work concrete into all spaces and around any reinforcement to form a dense mass 35 free from voids. 36 3. Work coarse aggregate away from contact with the forms 37 4. Hand -Laid Concrete — Curb and gutter CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 9, 2022 Eaton High School Stadium Addition CPN 106072 32 16 13-5 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 5 of 7 a. Shape and compact subgrade to the lines, grades and cross section shown on the 2 Drawings. 3 b. Lightly sprinkle subgrade material immediately before concrete placement. 4 c. Deposit concrete into forms. 5 d. Shape the concrete to the required curb and gutter design and provide a brush 6 finish. 7 5. Machine -Laid Concrete — Curb and Gutter 8 a. Hand -tamp and sprinkle subgrade material before concrete placement. 9 b. Provide clean surfaces for concrete placement. 10 c. Place the concrete to correct line and grade with approved self-propelled 11 equipment. 12 d. Brush finish surfaces immediately after extrusion or slipforming. 13 6. Hand -Laid Concrete — Concrete Valley Gutter: See Section 32 13 13. 14 7. Expansion joints 15 a. Place expansion joints in the curb and gutter at 200-foot intervals and at 16 intersection returns and other rigid structures. 17 b. Place tooled joints at 15-foot intervals or matching abutting sidewalk joints and 18 pavement joints to a depth of 1-1/2 inches. 19 c. Place expansion joints at all intersections with concrete driveways, structures, 20 valley gutters, and existing curb and gutters. 21 d. Make expansion joints no less than 1/2 inch in thickness, extending the full 22 depth of the concrete. 23 e. Make expansion joints perpendicular and at right angles to the face of the curb. 24 f. Neatly trim any expansion material extending above the surface of the finished 25 work. 26 g. Make expansion joints in the curb and gutter coincide with existing concrete 27 expansion joints. 28 h. Longitudinal dowels across the expansion joints in the curb and gutter are 29 required. 30 i. Install 3 - 1/2" round, smooth bars, 24 inches in length, for dowels at each 31 expansion joint. 32 j. Coat 1/2 of the dowel with a bond breaker and terminate with a dowel cap that 33 provides a minimum of 1-inch free expansion. 34 k. Support dowels by an approved method. 35 D.Curing: see Section 32 13 13. 36 3.5 REPAIR/RESTORATION [NOT USED] 37 3.6 RE -INSTALLATION [NOT USED] 38 3.7 FIELD QUALITY CONTROL 39 A.Inspections 40 1. Steel reinforcement placement 41 2. Headed bolts and studs 42 3. Verification of use of required design mixture 43 4. Concrete placement, including conveying and depositing 44 5. Curing procedures and maintenance of curing temperature CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 9, 2022 Eaton High School Stadium Addition CPN 106072 32 16 13-6 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 6 of 7 1 B. Concrete Tests: Perform testing of fresh concrete sample obtained according to 2 ASTM C 172 with the following requirements: 3 1. Testing Frequency: Obtain 1 fresh concrete sample for each day's pour of each 4 concrete mixture exceeding 5 cubic yards, but less than 150 cubic yards, plus 1 set 5 for each additional 150 cubic yard or fraction thereof. 6 2. Slump: ASTM C143; 1 test at point of placement for each concrete sample, but not 7 less than 1 test for each day's pour of each concrete mixture. Perform additional 8 tests when concrete consistency appears to change. 9 3. Air Content: ASTM C231, pressure method, for normal -weight concrete; 1 test for 10 each sample, but not less than 1 test for each day's pour of each concrete mixture. 11 4. Concrete Temperature: ASTM C1064; 1 test for each concrete sample. 12 5. Compression Test Specimens: ASTM C31. 13 a. Cast and laboratory cure 3 cylinders for each fresh concrete sample. 14 1) Do not transport field cast cylinders until they have cured for a 15 minimum of 24 hours. 16 6. Compressive -Strength Tests: ASTM C39; 17 a. Test 1 cylinder at 7 days. 18 b. Test 2 cylinders at 28 days. 19 7. Upload test results into Buzzsaw within 48 hours of testing. Reports of 20 compressive -strength tests shall contain Project identification name and number, 21 date of concrete placement, name of concrete tester and inspector, location of 22 concrete batch in Work, design compressive strength at 28 days, concrete mixture 23 proportions and materials, compressive breaking strength, and type of break for 24 both 7- and 28-day tests. 25 8. Additional Tests: Additional tests of concrete shall be made when test results 26 indicate that slump, air entrainment, compressive strengths, or other City 27 specification requirements have not been met. The Lab Services division may 28 conduct or request tests to determine adequacy of concrete by cored cylinders 29 complying with ASTM C42 or by other methods as directed by the Project 30 Manager. 31 a. When the strength level of the concrete for any portion of the structure, as 32 indicated by cylinder tests, falls below the specified requirements, provide 33 improved curing conditions and/or adjustments to the mix design as required to 34 obtain the required strength. If the average strength of the laboratory control 35 cylinders falls so low as to be deemed unacceptable, follow the core test 36 procedure set forth in ACI 301, Chapter 17. Locations of core tests shall be 37 approved by the Project Engineer. Core sampling and testing shall be at 38 Contractors expense. 39 b. If the results of the core tests indicate that the strength of the structure is 40 inadequate, any replacement, load testing, or strengthening as may be ordered by 41 the Project Engineer shall be provided by the Contractor without cost to the 42 City. 43 9. Additional testing and inspecting, at Contractor's expense, will be performed to 44 determine compliance of replaced or additional work with specified requirements. 45 10. Correct deficiencies in the Work that test reports and inspections indicate does not 46 comply with the Contract Documents. 47 3.8 SYSTEM STARTUP [NOT USED] CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 9, 2022 Eaton High School Stadium Addition CPN 106072 32 16 13-7 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 7 of 7 1 3.9 ADJUSTING [NOT USED] 2 3.10 CLEANING [NOT USED] 3 3.11 CLOSEOUT ACTIVITIES [NOT USED] 4 3.12 PROTECTION [NOT USED] 5 3.13 MAINTENANCE [NOT USED] 6 3.14 ATTACHMENTS [NOT USED] 7 8 7 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A.2. Modified payment item to vary by street type 10/05/2016 Z. Arega Added Subsection 2.2.13.1 and Subsection 3.7 1.2 A. 1. c. Clarified what price bid includes for curb & gutter 12/09/2021 M Owen L.2 A. 2. d. Clarified what price bid includes for valley gutter 2.2 B. 1. Updated table: Valley gutter concrete shall meet hand poured concrete paving requirements 6/10/2022 M Owen 1.2 A. 1. C. Clarify that price for curb & gutter to include excavation and removal and disposal of excavated material 12/9/2022 M Owen 1.2 A. 3. Added Laydown Curb to measurement and payment section CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 9, 2022 Eaton High School Stadium Addition CPN 106072 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 32 17 23 PAVEMENT MARKINGS 321723-1 PAVEMENT MARKINGS Page 1 of 11 5 A. Section Includes: 6 1. Pavement Markings 7 a. Thermoplastic, hot -applied, spray (HAS) pavement markings 8 b. Thermoplastic, hot -applied, extruded (HAE) pavement markings 9 c. Preformed polymer tape 10 d. Preformed heat -activated thermoplastic tape 11 e. Preformed Contrast Markings 12 2. Raised markers 13 3. Work zone markings 14 4. Removal of pavement markings and markers 15 B. Deviations from this City of Fort Worth Standard Specification 16 1. None. 17 C.Related Specification Sections include, but are not necessarily limited to: 18 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 19 2. Division 1 — General Requirements 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A.Measurement and Payment 22 1. Pavement Markings 23 a. Measurement 24 1) Measurement for this Item shall be per linear foot of material placed. 25 b. Payment 26 1) The work performed and materials furnished in accordance with this Item 27 and measured as provided under "Measurement" shall be paid for at the unit 28 price bid per linear foot of "Pvmt Marking" installed for: 29 a) Various Widths 30 b) Various Types 31 c) Various Materials 32 d) Various Colors 33 c. The price bid shall include: 34 1) Installation of Pavement Marking 35 2) Glass beads, when required 36 3) Surface preparation 37 4) Clean-up 38 5) Testing (when required) 39 2. Legends 40 a. Measurement 41 1) Measurement for this Item shall be per each Legend installed. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 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 39 40 41 42 43 44 45 46 47 48 49 32 17 23 - 2 PAVEMENT MARKINGS Page 2 of 11 b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Legend" installed for: a) Various types b) Various applications c. The price bid shall include: 1) Installation of Pavement Marking 2) Glass beads, when required 3) Surface preparation 4) Clean-up 5) Testing 3. Preformed Thermoplastic — Contrast Markings a. Measurement 1) Measurement for this Item shall be per linear foot of material placed or per each for legend items b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per linear foot or per each for legends for "Preformed Thermoplastic — Contract Markings" installed for: a) Various Widths b) Various Types c) Various Applications c. The price bid shall include: 1) Installation of Contrast Markings, including solid black and solid white or yellow material as preformed 2) Railroad Legend shall include X and RR legend markings and three 24" stop bars 3) Surface preparation 4) Clean-up 5) Testing 4. Raised Markers a. Measurement 1) Measurement for this Item shall be per each Raised Marker installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Raised Marker" installed for: a) Various types c. The price bid shall include: 1) Installation of Raised Markers 2) Surface preparation 3) Clean-up 4) Testing 5. Work Zone Tab Markers a. Measurement 1) Measurement for this Item shall be per each Tab Marker installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Tab Marker" installed for: a) Various types CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 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 39 40 41 42 43 44 45 46 47 32 17 23 - 3 PAVEMENT MARKINGS Page 3 of 11 c. The price bid shall include: 1) Installation of Tab Work Zone Markers 6. Fire Lane Markings a. Measurement 1) Measurement for this Item shall be per the linear foot. b. 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 of "Fire Lane Marking" installed. c. The price bid shall include: 1) Surface preparation 2) Clean-up 3) Testing 7. Pavement Marking Removal a. Measurement 1) Measure for this Item shall be per linear foot. b. 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 of "Remove Pvmt Marking" performed for: a) Various widths c. The price bid shall include: 1) Removal of Pavement Markings 2) Clean-up 8. Raised Marker Removal a. Measurement 1) Measurement for this Item shall be per each Pavement Marker removed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Remove Raised Marker" performed. c. The price bid shall include: 1) Removal of each Marker 2) Disposal of removed materials 3) Clean-up 9. Legend Removal a. Measurement 1) Measure for this Item shall be per each Legend removed. b. 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 of "Remove Legend" performed for: a) Various types b) Various applications c. The price bid shall include: 1) Removal of Pavement Markings 2) Clean-up CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 32 17 23 - 4 PAVEMENT MARKINGS Page 4 of 11 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. Texas Manual on Uniform Traffic Control Devices (MUTCD), 2011 Edition 7 a. Part 3, Markings 8 3. American Association of State Highway and Transportation Officials (AASHTO) 9 a. Standard Specification for Glass Beads Used in Pavement Markings, M 247-09 10 4. Federal Highway Administration (FHWA) 11 a. 23 CFR Part 655, FHWA Docket No. FHWA-2009-0139 12 5. Texas Department of Transportation (TxDOT) 13 a. DMS-4200, Pavement Markers (Reflectorized) 14 b. DMS-4300, Traffic Buttons 15 c. DMS-8220, Hot Applied Thermoplastic 16 d. DMS-8240, Permanent Prefabricated Pavement Markings 17 e. DMS-8241, Removable Prefabricated Pavement Markings 18 £ DMS-8242, Temporary Flexible -Reflective Road Marker Tabs 19 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 20 1.5 SUBMITTALS 21 A. Submittals shall be in accordance with Section 01 33 00. 22 B.All submittals shall be approved by the City prior to delivery and/or fabrication for 23 specials. 24 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 25 1.7 CLOSEOUT SUBMITTALS [NOT USED] 26 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 27 1.9 QUALITY ASSURANCE [NOT USED] 28 1.10 DELIVERY, STORAGE, AND HANDLING 29 A. Storage and Handling Requirements 30 1. The Contractor shall secure and maintain a location to store the material in 31 accordance with Section 0150 00. 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2 - PRODUCTS 35 2.1 OWNER -SUPPLIED PRODUCTS 36 A. New Products 37 1. Refer to Drawings to determine if there are owner -supplied products for the Project. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 321723-5 PAVEMENT MARKINGS Page 5 of I 1 1 2.2 MATERIALS 2 A.Manufacturers 3 1. Only the manufacturers as listed in the City's Standard Products List will be 4 considered as shown in Section 01 60 00. 5 a. The manufacturer must comply with this Specification and related Sections. 6 2. Any product that is not listed on the Standard Products List is considered a 7 substitution and shall be submitted in accordance with Section 0125 00. 8 B.Materials 9 1. Pavement Markings 10 a. Thermoplastic, hot applied, spray 11 1) Refer to Drawings and City Standard Detail Drawings for width of 12 longitudinal lines. 13 2) Product shall be especially compounded for traffic markings. 14 3) When placed on the roadway, the markings shall not be slippery when wet, 15 lift from pavement under normal weather conditions nor exhibit a tacky 16 exposed surface. 17 4) Cold ductility of the material shall permit normal road surface expansion 18 and contraction without chipping or cracking. 19 5) The markings shall retain their original color, dimensions and placement 20 under normal traffic conditions at road surface temperatures of 158 degrees 21 Fahrenheit and below. 22 6) Markings shall have uniform cross-section, clean edges, square ends and no 23 evidence of tracking. 24 7) The density and quality of the material shall be uniform throughout the 25 markings. 26 8) The thickness shall be uniform throughout the length and width of the 27 markings. 28 9) The markings shall be 95 percent free of holes and voids, and free of 29 blisters for a minimum of 60 days after application. 30 10) The material shall not deteriorate by contact with sodium chloride, calcium 31 chloride or other chemicals used to prevent roadway ice or because of the oil 32 content of pavement markings or from oil droppings or other effects of traffic. 33 11) The material shall not prohibit adhesion of other thermoplastic markings if, 34 at some future time, new markings are placed over existing material. 35 a) New material shall bond itself to the old line in such a manner that no 36 splitting or separation takes place. 37 12) The markings placed on the roadway shall be completely retroreflective 38 both internally and externally with traffic beads and shall exhibit uniform 39 retro-directive reflectance. 40 13) Traffic beads 41 a) Manufactured from glass 42 b) Spherical in shape 43 c) Essentially free of sharp angular particles 44 d) Essentially free of particles showing cloudiness, surface scoring or 45 surface scratching 46 e) Water white in color 47 f) Applied at a uniform rate CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 32 17 23 - 6 PAVEMENT MARKINGS Page 6 of 11 1 g) Meet or exceed Specifications shown in AASHTO Standard 2 Specification for Glass Beads Used in Pavement Markings, AASHTO 3 Designation: M 247-09. 4 b. Thermoplastic, hot applied, extruded 5 1) Product shall be especially compounded for traffic markings 6 2) When placed on the roadway, the markings shall not be slippery when wet, 7 lift from pavement under normal weather conditions nor exhibit a tacky 8 exposed surface. 9 3) Cold ductility of the material shall permit normal road surface expansion 10 and contraction without chipping or cracking. 11 4) The markings shall retain their original color, dimensions and placement 12 under normal traffic conditions at road surface temperatures of 158 degrees 13 Fahrenheit and below. 14 5) Markings shall have uniform cross-section, clean edges, square ends and no 15 evidence of tracking. 16 6) The density and quality of the material shall be uniform throughout the 17 markings. 18 7) The thickness shall be uniform throughout the length and width of the 19 markings. 20 8) The markings shall be 95 percent free of holes and voids, and free of 21 blisters for a minimum of 60 days after application. 22 9) The minimum thickness of the marking, as measured above the plane 23 formed by the pavement surface, shall not be less than 1/8 inch in the center 24 of the marking and 3/32 inch at a distance of'h inch from the edge. 25 10) Maximum thickness shall be 3/16 inch. 26 11) The material shall not deteriorate by contact with sodium chloride, calcium 27 chloride or other chemicals used to prevent roadway ice or because of the oil 28 content of pavement markings or from oil droppings or other effects of traffic. 29 12) The material shall not prohibit adhesion of other thermoplastic markings if, 30 at some future time, new markings are placed over existing material. New 31 material shall bond itself to the old line in such a manner that no splitting or 32 separation takes place. 33 13) The markings placed on the roadway shall be completely retroreflective 34 both internally and externally with traffic beads and shall exhibit uniform 35 retro-directive reflectance. 36 14) Traffic beads 37 a) Manufactured from glass 38 b) Spherical in shape 39 c) Essentially free of sharp angular particles 40 d) Essentially free of particles showing cloudiness, surface scoring or 41 surface scratching 42 e) Water white in color 43 f) Applied at a uniform rate 44 g) Meet or exceed Specifications shown in AASHTO Standard 45 Specification for Glass Beads Used in Pavement Markings, AASHTO 46 Designation: M 247-09. 47 c. Preformed Polymer Tape 48 1) Material shall meet or exceed the Specifications for SWARCO Director 35, 49 3M High Performance Tape Series 3801 ES, or approved equal. 50 d. Preformed Heat -Activated Thermoplastic Tape CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 32 17 23 - 7 PAVEMENT MARKINGS Page 7 of I I 1 1) Material shall meet or exceed the Specifications for HOT Tape Brand 0.125 2 mil preformed thermoplastic or approved equal. 3 2. Raised Markers 4 a. Markers shall meet the requirements of the Texas Manual on Uniform Traffic 5 Control Devices. 6 b. Non -reflective markers shall be Type Y (yellow body) and Type W (white body) 7 round ceramic markers and shall meet or exceed the TxDOT Specification 8 DMS-4300. 9 c. The reflective markers shall be plastic, meet or exceed the TxDOT Specification 10 DMS-4200 for high -volume retroreflective raised markers and be available in 11 the following types: 12 1) Type I-C, white body, 1 face reflects white 13 2) Type II -A -A, yellow body, 2 faces reflect amber 14 3) Type II-C-R, white body, 1 face reflects white, the other red 15 16 3. Work Zone Markings 17 a. Tabs 18 1) Temporary flexible -reflective roadway marker tabs shall meet requirements 19 of TxDOT DMS-8242, "Temporary Flexible -Reflective Road Marker Tabs." 20 2) Removable markings shall not be used to simulate edge lines. 21 3) No segment of roadway open to traffic shall remain without permanent 22 pavement markings for a period greater than 14 calendar days. 23 b. Raised Markers 24 1) All raised pavement markers shall meet the requirements of DMS-4200. 25 c. Striping 26 1) Work Zone striping shall meet or exceed the TxDOT Specification DMS- 27 8200. 28 2.3 ACCESSORIES [NOT USED] 29 2.4 SOURCE QUALITY CONTROL 30 A.Performance 31 1. Minimum maintained retroreflectivity levels for longitudinal markings shall meet 32 the requirements detailed in the table below for a minimum of 30 calendar days. 33 34 35 36 37 38 39 40 Posted Speed (mph) <30 35-50 >_55 2-lane roads with centerline markings only 1 n/a 100 250 All other roads 2 n/a 50 100 (1) Measured at standard 30-m geometry in units of mcd/mz/lux. (2) Exceptions: A. When raised reflective pavement markings (RRPMs) supplement or substitute for a longitudinal line, minimum pavement marking retroreflectivity levels are not applicable as long as the RRPMs are maintained so that at least 3 are visible from any position along that line during nighttime conditions. B. When continuous roadway lighting assures that the markings are visible, minimum pavement marking retroreflectivity levels are not applicable. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 321723-8 PAVEMENT MARKINGS Page 8 of 11 PART 3 - EXECUTION 2 3.1 EXAMINATION [NOT USED] 3 3.2 PREPARATION 4 A.Pavement Conditions 5 1. Roadway surfaces shall be free of dirt, grease, loose and/or flaking existing 6 markings and other forms of contamination. 7 2. New Portland cement concrete surfaces shall be cleaned sufficiently to remove the 8 curing membrane. 9 3. Pavement to which material is to be applied shall be completely dry. 10 4. Pavement shall be considered dry, if, on a sunny day after observation for 15 11 minutes, no condensation develops on the underside of a 1 square foot piece of 12 clear plastic that has been placed on the pavement and weighted on the edges. 13 5. Equipment and methods used for surface preparation shall not damage the 14 pavement or present a hazard to motorists or pedestrians. 15 3.3 INSTALLATION 16 A. General 17 1. The materials shall be applied according to the manufacturer's recommendations. 18 2. Markings and markers shall be applied within temperature limits recommended by 19 the material manufacturer, and shall be applied on clean, dry pavement having a 20 surface temperature above 50 degrees Fahrenheit. 21 3. Markings that are not properly applied due to faulty application methods or being 22 placed in the wrong position or alignment shall be removed and replaced by the 23 Contractor at the Contractor's expense. If the mistake is such that it would be 24 confusing or hazardous to motorists, it shall be remedied the same day of 25 notification. Notification will be made by phone and confirmed by fax. Other 26 mistakes shall be remedied within 5 days of written notification. 27 4. When markings are applied on roadways open to traffic, care will be taken to 28 ensure that proper safety precautions are followed, including the use of signs, 29 cones, barricades, flaggers, etc. 30 5. Freshly applied markings shall be protected from traffic damage and disfigurement. 31 6. Temperature of the material must be equal to the temperature of the road surface 32 before allowing traffic to travel on it. 33 B. Pavement Markings 34 1. Thermoplastic, hot applied, spray 35 a. This method shall be used to install and replace long lines — centerlines, lane 36 lines, edge lines, turn lanes, and dots. 37 b. Markings shall be applied at a 110-mil thickness. 38 c. Markings shall be applied at a 90-mil thickness when placed over existing 39 markings. 40 d. A sealer shall be used if concrete or asphalt is older than three (3) years. 41 e. Typical setting time shall be between 4 minutes and 10 minutes depending upon 42 the roadway surface temperature and the humidity factor. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 32 17 23 - 9 PAVEMENT MARKINGS Page 9 of 11 1 f. Retroreflective raised markers shall be used to supplement the centerlines, lane 2 lines, and turn lanes. Refer to City Standard Detail Drawings for placement. 3 g. Minimum retroreflectivity of markings shall meet or exceed values shown in 4 subparagraph 2A.A.1 of this Specification. 5 2. Thermoplastic, hot applied, extruded 6 a. This method shall be used to install and replace crosswalks and stop -lines. 7 b. Markings shall be applied at a 125-mil thickness. 8 c. Minimum retroreflectivity of markings shall meet or exceed values shown in 9 this Specification. 10 3. Preformed Polymer Tape 11 a. This method shall be used to install and replace crosswalks, stop -lines, and 12 legends. 13 b. The applied marking shall adhere to the pavement surface with no slippage or 14 lifting and have square ends, straight lines and clean edges. 15 c. Minimum retroreflectivity of markings shall meet or exceed values shown in 16 this Specification. 17 4. Preformed Heat -Activated Thermoplastic Tape 18 a. This method shall be used to install and replace crosswalks, stop -lines, and 19 legends. 20 b. The applied marking shall adhere to the pavement surface with no slippage or 21 lifting and have square ends, straight lines and clean edges. 22 c. Minimum retroreflectivity of markings shall meet or exceed values shown in 23 this Specification. 24 C. Raised Markers 25 1. All permanent raised pavement markers on Portland Cement roadways shall be 26 installed with epoxy adhesive. Bituminous adhesive is not acceptable. 27 2. All permanent raised pavement markers on new asphalt roadways may be installed 28 with epoxy or bituminous adhesive. 29 3. A chalk line, chain or equivalent shall be used during layout to ensure that 30 individual markers are properly aligned. All markers shall be placed uniformly 31 along the line to achieve a smooth continuous appearance. 32 D. Work Zone Markings 33 1. Work shall be performed with as little disruption to traffic as possible. 34 2. Install longitudinal markings on pavement surfaces before opening to traffic. 35 3. Maintain lane alignment traffic control devices and operations until markings are 36 installed. 37 4. Install markings in proper alignment in accordance with the Texas MUTCD and as 38 shown on the Drawings. 39 5. Place standard longitudinal lines no sooner than 3 calendar days after the placement 40 of a surface treatment, unless otherwise shown on the Drawings. 41 6. Place markings in proper alignment with the location of the final pavement 42 markings. 43 7. Do not use raised pavement markers for words, symbols, shapes, or diagonal or 44 transverse lines. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 32 17 23 - 10 PAVEMENT MARKINGS Page 10 of 11 1 8. All markings shall be visible from a distance of 300 feet in daylight conditions and 2 from a distance of at least 160 feet in nighttime conditions, illuminated by low- 3 beam automobile headlight. 4 9. The daytime and nighttime reflected color of the markings must be distinctly white 5 or yellow. 6 10. The markings must exhibit uniform retroreflective characteristics. 7 11. Epoxy adhesives shall not be used to work zone markings. 8 3.4 REMOVALS 9 1. Pavement Marking and Marker Removal 10 a. The industry's best practice shall be used to remove existing pavement markings 11 and markers. 12 b. If the roadway is being damaged during the marker removal, Work shall be 13 halted until consultation with the City. 14 c. Removals shall be done in such a matter that color and texture contrast of the 15 pavement surface will be held to a minimum. 16 d. Repair damage to asphaltic surfaces, such as spalling, shelling, etc., greater than 17 '/4 inch in depth resulting from the removal of pavement markings and markers. 18 Driveway patch asphalt emulsion may be broom applied to reseal damage to 19 asphaltic surfaces. 20 e. Dispose of markers in accordance with federal, state, and local regulations. 21 i Use any of the following methods unless otherwise shown on the Drawings. 22 1) Surface Treatment Method 23 a) Apply surface treatment at rates shown on the Drawings or as directed. 24 Place a surface treatment a minimum of 2 feet wide to cover the existing 25 marking. 26 b) Place a surface treatment, thin overlay, or microsurfacing a minimum 27 of 1 lane in width in areas where directional changes of traffic are 28 involved or in other areas as directed by the City. 29 2) Burn Method 30 a) Use an approved burning method. 31 b) For thermoplastic pavement markings or prefabricated pavement 32 markings, heat may be applied to remove the bulk of the marking material 33 prior to blast cleaning. 34 c) When using heat, avoid spalling pavement surfaces. 35 d) Sweeping or light blast cleaning may be used to remove minor residue. 36 3) Blasting Method 37 a) Use a blasting method such as water blasting, abrasive blasting, water 38 abrasive blasting, shot blasting, slurry blasting, water -injected abrasive 39 blasting, or brush blasting as approved. 40 b) Remove pavement markings on concrete surfaces by a blasting method 41 only. 42 4) Mechanical Method 43 a) Use any mechanical method except grinding. 44 b) Flail milling is acceptable in the removal of markings on asphalt and 45 concrete surfaces. 46 2. If a location is to be paved over, no additional compensation will be allowed for 47 marking or marker removal. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 32 17 23 - 11 PAVEMENT MARKINGS Page 11 of 11 1 3.5 REPAIR / RESTORATION [NOT USED] 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD QUALITY CONTROL 4 A.All lines must have clean edges, square ends, and be uniform cross-section. 5 B. The density and quality of markings shall be uniform throughout their thickness. 6 C. The applied markings shall have no more than 5 percent, by area, of holes or voids and 7 shall be free of blisters. 8 3.8 SYSTEM STARTUP [NOT USED] 9 3.9 ADJUSTING [NOT USED] 10 3.10 CLEANING 11 A. Contractor shall clean up and remove all loose material resulting from construction 12 operations. 13 3.11 CLOSEOUT ACTIVITIES [NOT USED] 14 3.12 PROTECTION [NOT USED] 15 3.13 MAINTENANCE [NOT USED] 16 3.14 ATTACHMENTS [NOT USED] 17 18 19 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 11/22/13 S. Arnold Removed paint type marking, updated references, added sealer language 6/ 10/22 M Owen 1.1 A and 1.2 A — Revised to address preformed "contrast" pavement markings CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised June 10, 2022 Eaton High School Stadium Addition CPN 106072 329119-1 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 1 of 3 1 SECTION 32 9119 2 TOPSOIL PLACEMENT AND FINISHING OF ROADWAY RIGHT-OF-WAYS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 1. Section Includes: 6 1. Furnish and place topsoil to a minimum of 3-inch depth unless otherwise shown on 7 the Drawings within the Roadway Right -of ways (Roadway ROW includes 8 medians and parkways between the curb and property line. 9 2. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 3. 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 1. Measurement and Payment 16 1. Measurement 17 a. Measurement for this Item shall be by cubic yard of Topsoil in place. 18 2. Payment 19 a. The work performed and materials furnished in accordance with this Item and 20 measured as provided under "Measurement" willbe paid for at the unit price 21 bid per cubic yard of in place/tamped Topsoil. 22 b. All excavation required by this Item in cut sections shallbe measured in 23 accordance with provisions for the various excavation items involved with the 24 provision that excavation will be measured and paid for once, regardless of the 25 manipulations involved. 26 3. The price bid shall include: 27 a. Furnishing Topsoil 28 b. Loading 29 c . Hauling 30 d. Placing 31 1.3 REFERENCES [NOT USED] 32 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 33 1.5 ACTION SUBMITTALS [NOT USED] 34 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 35 1.7 CLOSEOUT SUBMITTALS [NOT USED] 36 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 37 1.9 QUALITY ASSURANCE [NOT USED] 38 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 39 1.11 FIELD [SITE] CONDITIONS [NOT USED] CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 11, 2022 Eaton High School Stadium Addition CPN 106072 329119-2 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 2 of 3 1 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS 3 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 4 2.2 MATERIALS 5 1. Topsoil 6 1. Use easily cultivated, fertile topsoil that: 7 a. Is free from objectionable material including subsoil, weeds, clay lumps, non- 8 soil materials, roots, stumps or stones larger than 1.0 inches 9 b. Has a high resistance to erosion 10 c. Is able to support plant growth 11 2. Secure topsoil from approved sources. 12 3. Topsoil is subject to testing by the City. Contractor shall have soil delivery tickets 13 available upon request. 14 4. pH: 5.5 to 8.5. 15 5. Liquid Limit: 50 or less 16 6. Plasticity Index: 20 or less 17 7. Gradation: maximum of 10 percent passing No. 200 sieve 18 2. Water: Clean and free of industrial wastes and other substances harmful to the growth 19 of vegetation 20 2.3 ACCESSORIES [NOT USED] 21 2.4 SOURCE QUALITY CONTROL [NOT USED] 22 PART 3 - EXECUTION 23 3.1 INSTALLERS [NOT USED] 24 3.2 PREPARATION [NOT USED] 25 3.4 INSTALLATION 26 1. Finishing of Roadway Right -of -Ways 27 1. Smoothly shape right-of-ways, shoulders, slopes, and ditches. 28 2. Cut right-of-ways to finish grade prior to the placing of any improvements in or 29 adjacent to the roadway. 30 3. In the event that unsuitable material for right-of-ways is encountered, extend the 31 depth of excavation in the right-of-ways to 6 inches and backfill with minimum of 3 32 inches of topsoil. 33 4. Make standard right-of-ways grade perpendicular to and draining to the curb line. 34 a. Minimum: 1/4 inch per foot 35 b. Maximum:4:1 36 c. City may approve variations from these requirements in special cases. 37 5. Whenever the adjacent property is lower than the design curb grade and runoff 38 drains away from the street, the right-of-ways grade must be set level with the top 39 of the curb. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 11, 2022 Eaton High School Stadium Addition CPN 106072 329119-3 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 3 of 3 1 6. The design grade from the right-of-ways extends to the back of the walk line. 2 7. From that point (behind the walk), the grade may slope up or down at maximum 3 slope of 4:1. 4 2. Placing of Topsoil 5 1. Spread the topsoil to a uniform loose cover at the thickness specified. 6 2. Place and shape the topsoil as directed. 7 a. Hand tamp or roll topsoil surface (with hand tamper or landscaping roller or 8 other accepted method) and finish a minimum of 5 feet from all flatwork. 9 b. Ensure topsoil is free from objectionable material including subsoil, weeds, 10 clay lumps, non -soil materials, roots, stumps or stones larger than 1.0 inches 11 c. No additional topsoil should be added within the critical root zone of trees. 12 Tamp the topsoil with a light roller or other suitable equipment. 13 3.5 REPAIR/RESTORATION] [NOT USED] 14 3.6 RE -INSTALLATION [NOT USED] 15 3.7 FIELD QUALITY CONTROL [NOT USED] 16 3.8 SYSTEM STARTUP [NOT USED] 17 3.9 ADJUSTING [NOT USED] 18 3.10 CLEANING [NOT USED] 19 3.11 CLOSEOUT ACTIVITIES [NOT USED] 20 3.12 PROTECTION [NOT USED] 21 3.13 MAINTENANCE [NOT USED] 22 3.14 ATTACHMENTS [NOT USED] 23 24 25 END OF SECTION Revision Log DATE NAME SUMMARYOF CHANGE 3/11/2022 M Owen Revised title of specification andprovided clarifications in Sections 1.1 Summary, 2.2 Materials, 3.4Installation CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 SECTION 32 92 13 SODDING 4 PART 1 - GENERAL 5 1.1 SUMMARY 329213-1 SODDING Page 1 of 7 6 A Section Includes: 7 1. Furnishing and installing grass sod as shown on Drawings, or as directed. 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 31 10 00 — Site Clearing 14 4. Section 32 91 19 — Topsoil Placement and Finishing of Parkways 15 5. Section 32 84 23 - Irrigation 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A Measurement and Payment 18 1. Sod Placement 19 a. Measurement 20 1) Measurement for this Item shallbe by the square yard of Sod complete in 21 place for uniform vegetative coverage. 22 b. Payment 23 1) The work performed and materials furnished in accordance with this Item 24 and measured as provided under "Measurement" will be paid for at the unit 25 price bid per square yard of Sod placed. 26 c. The price bid shall include: 27 1) Surface preparation, scarifying subgrade, cleaning, and fine grading as 28 described in section 3.3 Preparation 29 2) Furnishing and placing all sod (until established complete in place with no 30 gaps or overlaps) 31 3) Rolling and tamping 32 4) Watering (until established) 33 5) Fertilizer, if required by City to be determined by soil test 34 6) Disposal of surplus materials off site or as directed by City 35 7) Weed removal (until established) 36 8) Mowing of two cycles, beginning at thirty (30) days from installation or 37 when blade height is 4" or greater, whichever comes first 38 9) Mowing cycles shall be spaced a minimum of ten (10) days apart (until 39 established) 40 d. Exceptions to c. include the following for areas to be turned over to adjacent 41 properties for maintenance: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 13, 2021 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 329213-2 SODDING Page 2 of 7 1 1) Sod shall be watered until turned over to adjacent property owner for 2 maintenance 3 2) Fertilization will not be required 4 3) Mowing not required for projects in areas where maintenance will be 5 immediately turned over to adjacent property owners 6 2. Mowing 7 a. Measurement 8 1) Measurement for this Item shall be per each for the project, beyond the two 9 (2) mow cycles included in sodding price, as approved and directed by the 10 City 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 bid per each. 15 1.3 REFERENCES [NOT USED] 16 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 17 1.5 ACTION SUBMITTALS [NOT USED] 18 1.6 INFORMATIONAL SUBMITTALS 19 A. Certifications, Samples and Documentation 20 1. Certificates and/or labels and samples of sod, fertilizer, compost, soil amendments 21 and/or other materials, including a c ertific ate from the vendor indicating sod is free 22 from weeds. 23 2. Delivery receipts and copies of invoices for materials used for this work shall be 24 subject to verification by the City 25 B. Exc eptions 26 1. Certifications, samples and associated documentation will not be required for sod to 27 be turned over to adjacent property owner for maintenance 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE 31 A. Developer/contractor who plants material is responsible for the supervision of crew, the 32 site, and the maintenance of the material until the project is accepted by the City 33 1.10 DELIVERY, STORAGE, AND HANDLING 34 A. Sod 35 1. Protect from exposure to wind, sun and freezing. 36 2. Keep stacked sod moist, consistently throughout stack. 37 3. Sod upon delivery may be inspected by City 38 4. Harvesting and planting operations shall be coordinated with not more than seventy- 39 two (72) hours elapsing between harvesting and placement, rolling, tamping, and 40 watering of sod. 41 B. Fertilizer, as determined by soil testing report provided to Contractor, if specifically 42 required by City for the project. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised May 13, 2021 Eaton High School Stadium Addition CPN 106072 329213-3 SODDING Page 3 of 7 1 1. Provide unopened bags labeled with the manufacturer's guaranteed fertilizer 2 analysis. 3 2. Conform to Texas fertilizer law, Texas Agriculture Code Chapter 63. 4 3. Provide to City application rate for which fertilizer will be applied. 5 1.11 FIELD [SITE] CONDITIONS 6 A. Grading of site and installation of topsoil must be approved by City prior to application 7 of sod. KPWATIF11.7.71110"V1 9 A. Warranty Period: Until project acceptance or through required maintenance period, 10 whichever is longer duration of time. 11 B. Warrant sod against defects in product, installation and workmanship. 12 1. Exceptions include 13 a. When maintenance is transferred to the adjacent property owner during the 14 project or after project acceptance 15 b. Vandalism caused by persons other than contractor or subcontractors of this 16 project 17 c. Improper watering by persons other than contractor or subcontractors of this 18 project 19 d. Damage caused by vehicles or equipment other than contractor or 20 subcontractors of this project. 21 e. Sod that goes dormant after job acceptance 22 PART 2 - PRODUCTS 23 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 24 2.2 MATERIALS AND EQUIPMENT 25 A. Materials 26 1. Sod 27 a. Sod Varieties (match existing if applicable) 28 1) "Cynodon dactylon TIF419" or "TIFWAY" or "TIFTUF" (Bermudagrass 29 hybrid) 30 2) or an approved St. Augustine grass 31 3) or an approved Zoysia grass 32 b. Sod must contain stolons, leaf blades, rhizomes and roots as appropriate to 33 species. 34 c. Sod shall be alive, healthy and free of insects, disease, stones, undesirable 35 foreign materials and weeds and grasses deleterious to its growth or which might 36 affect its subsistence or hardiness when transplanted. 37 1) Johnsongrass not allowed 38 2) Nutgrass not allowed 39 3) Millet not allowed 40 d. Sod shall have been produced on growing beds of clay or clay loam topsoil. 41 e. Sod must not be harvested or planted when its moisture condition is so 42 excessively wet or dry that its survival will be affected. 43 2. Minimum sod thickness :1/2-inch minimum CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised May 13, 2021 Eaton High School Stadium Addition CPN 106072 329213-4 SODDING Page 4 of 7 1 a. Maximum grass height: 2-inches 2 b. Dimensions 3 1) Machine cut to uniform soil thickness. 4 2) Sod is to be cut in strips 16-inches wide and 24-inches long or approved 5 equal. 6 3) Sod shall be of equal width and of a size that permits the sod to be lifted, 7 handled and rolled without breaking. 8 c. Broken or torn sod or sod with uneven ends shall be rejected. 9 d. Temporary Erosion Control or Over Seed of dormant sod— consist of the sowing 10 of cool season plant seed. Seed must be included between November 1 through 11 March 1 or as directed by the City. 12 13 Conunon Name Botanical Name Lbs./Acre Lbs./Acre broadcast drilled seed method method Elbon Rye Secale cereale 100-120 80-100 14 3. Fertilizer to be installed only as directed by City or as indicated in construction 15 documents 16 a. Determined by soil testing report 17 b. Acceptable condition for distribution per manufacturer's instructions 18 c. Applied uniformly over sod area. Do not fertilize inside the dripline of trees, or 19 Tree Protection Area. 20 4. Topsoil: See Section 32 91 19. 21 5. Water: clean and free of industrial wastes or other substances harmful to the 22 germination of seed or to the growth of the vegetation. 23 2.3 ACCESSORIES 24 A. SOD PINS 25 1. Metal 26 2. Wood pegs 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION 31 A. City may examine site grading to ensure it conforms to approved drawings, prior to 32 installing sod. 33 1. City will notify Contractor if grading is to be inspected prior to sod installation. 34 2. If required for specific project, Contractor must coordinate inspection seventy-two 35 (72) hours prior to cutting of sod and delivery 36 B. Sod may be inspected by City upon delivery. 37 3.3 PREPARATION 38 A. Surface Preparation: clear surface of allmaterial including the following and dispose of 39 off -site or as directed by City: CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised May 13, 2021 Eaton High School Stadium Addition CPN 106072 329213-5 SODDING Page 5 of 7 1 1. Stumps, stones, and other objects larger than 1-inch. 2 2. Roots, brush, wire, stakes, etc. 3 3. Any objects that may interfere with sodding or maintenance. 4 B. Scarify Subgrade 5 1. Scarify subgrade to a depth of 2-inches before depositing the required topsoil. 6 2. Compacted or heavily vegetated areas may be tilled 3-inches deep with City approval 7 a. For tilled areas, use a heavy-duty disc or a chisel -type breaking plow, chisels 8 set not more than 10-inches apart. 9 b. Initial tillage shall be done in a crossing pattern for double coverage, then 10 followed by a disc harrow. Depth of tillage may be up to 3-inches. 11 c. Areas sloped greater than 3: 1: run a tractor parallel to slope to provide less 12 seed/water run-off 13 3. Areas near trees: Do not till within dripline of tree. Do not disturb the Tree Protection 14 Area, or canopy dripline. 15 C. Cleaning 16 1. Soil shall be further prepared by the removal of debris, building materials, rubbish, 17 and rock 1-inch and greater, and weeds. 18 2. Remove and dispose of debris off -site. 19 D. Fine Grading: 20 1. After scarifying or tilling and cleaning, all areas to be sodded shall have 3-inches of 21 topsoil placed, be leveled, fine graded by use of weighted spike and harrow, or float 22 drag, or hand grading to eliminate ruts, depressions, humps, and objectionable soil 23 clods. This shall be the final soil preparation step to be completed prior to 24 inspection before sodding. 25 2. Areas near trees: Do not disturb the Tree Protection Area, or canopy dripline 26 3.4 INSTALLATION 27 A. General 28 1. Do not lay sod when ground is frozen. 29 2. Over -seeding with Elbon Rye shall be included from November 1 until March 1. 30 Refer to Section 32 92 14 "Seeding" for seed rates. 31 B.Installation 32 1. Plant sod specified after the area has been inspected and accepted by City for 33 planting 34 2. Scarify 2-inches of subgrade and place a minimum of 3-inches of topsoil per Section 35 32 91 19 on areas to receive sod. 36 3. Sod to be laid parallel to the contours in areas as specified. Sod to be laid 37 perpendicular to slopes greater than or equal to 4:1. 38 4. Use care to retain native soil on the roots of the sod during the process of excavating, 39 hauling and planting. 40 5. Keep sod material moist from the time it is dug until planted. Dry sod shall be 41 rejected. 42 6. Fill in slumped areas due to watering to keep sod moist. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised May 13, 2021 Eaton High School Stadium Addition CPN 106072 329213-6 SODDING Page 6 of 7 1 7. Place sod so that the entire area designated for sodding is covered with no gaps or 2 overlapping material 3 8. Fill voids left in the solid sodding with additional sod and tamp. 4 9. Stagger joints and seams. 5 10. Roll and tamp sod so that sod is in complete contact with topsoil at a uniform slope. 6 a. Use pedestrian mechanical process (no motorized vehicles / equipment). 7 b. Low spots, or settlement greater than 1-inch, that may cause tripping hazard 8 shall be leveled 9 c. Finished grade of sod shall be maximum 1-inch below adjacent edges including 10 curbs, drives, and walkways. 11 11. Peg sod with wooden pegs (or wire staple) driven through the sod block to the firm 12 earth in areas that may slide due to the height or slope of the surface or nature of the 13 soiL 14 C. Watering and Finishing 15 1. Water sod to a minimum depth of 4-inches immediately after placed and tamped and 16 rolled. 17 2. Generally, as recommended by the vendor 18 3. Water source shall be clean and free of industrial waste or other substances harmful 19 to the germination of the seed or growth of the vegetation. 20 4. Water until 100 percent green and established as defined in 3.13. Dormant sod must 21 be over -seeded as directed in 2.2 A.2.d. 22 3.5 REPAIR/RESTORATION [NOT USED] 23 3.6 R&INSTALLATION [NOT USED] 24 3.7 FIELD QUALITY CONTROL [NOT USED] 25 3.8 SYSTEM STARTUP [NOT USED] 26 3.9 ADJUSTING [NOT USED] 27 3.10 CLEANING [NOT USED] 28 3.11 CLOSEOUT ACTIVITIES 29 3.12 PROTECTION [NOT USED] 30 3.13 MAINTENANCE 31 A. Sodding 32 1. Water and mow sod until completion and final acceptance of the Projector as 33 directed by the City. 34 2. Trim and maintain along edges including curbs, drives, and walkways with 35 maximum 1-inch surface elevation change. 36 3. Sod shall be rooted to scarified soil with continuous surface coverage with no gaps or 37 overlapping edges. 38 4. Includes protection, replanting, and maintaining grades with no settlement over 1- 39 inch, and immediate repair of erosion damage until the project receives final 40 acceptance. 41 5. Sod shall not be considered finally accepted until the sod has started to peg down 42 (roots growing into the soil) and is free from dead blocks of sod. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised May 13, 2021 Eaton High School Stadium Addition CPN 106072 329213-7 SODDING Page 7 of 7 1 B. Acceptance 2 1. Sod shall be accepted once fully established. 3 a. Sodded area must have 100 percent ground coverage and a blade height of 3- 4 inches with 2 mow cycles, minimum ten (10) days apart, performed by the 5 Contractor prior to consideration of acceptance by the City. 6 b. Grass shallbe actively growing and free of disease and pests. 7 c. Ground surface to be smooth and free of foreign material and rock or clods 1- 8 inch diameter and greater. 9 C. Replanting 10 1. Replant areas with dead blocks of sod (50 percent of individual block or greater). 11 D. Rejection 12 1. City may reject sod area based on the following items prior to final acceptance: 13 a. Weed populations 14 b. Poor installation including but not limited to gaps and/or overlapping sod 15 c. Disease and/or pests 16 d. Insufficient or over watering 17 e. Poor or improper maintenance 18 f. Soil settlement in excess of 1-inch. 19 3.14 ATTACHMENTS [NOT USED] 20 END OF SECTION 21 22 Revision Log DATE NAME SUMMARY OF CHANGE Removed information and details regarding seed, native grasses and wildflowers. These items are addressed in new specification 32 92 14 andParks specification for native grasses/wildflowers. Items pertaining to fertilizer throughout document updated to include soil testing. Remove and replace "block sod" with "sod" May 13, 2021 M Owen throughout document. Updated 1.2 payment measurement. 3.3 Preparation updatedto reflect current industry tree care standards for root zone disturbance. 3.4 Installation added descriptions to clarify acceptable installation. 3.13 Maintenance added descriptions to clarify acceptance andrejection of sodded areas including growth, mow cycle and watering. Inserted exceptions associatedwith sod to be turned over to adjacent property owner. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 13, 2021 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 312316-1 UNCLASSIFIED EXCAVATION Page 1 of 8 1 SECTION 312316 2 UNCLASSIFIED EXCAVATION 3 [Text in Blue is for information or guidance. Remove all blue text in the final project 4 document.] 5 PART 1- GENERAL 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 1.1 SUMMARY A. Section Includes: 1. Excavate areas as shown on the Drawings or as directed. Removal of materials encountered to the lines, grades, and typical sections shown on the Drawings and removal from site. Excavations may include construction of a. Roadways b. Drainage Channels c. Site Excavation d. Excavation for Structures e. Or any other operation involving the excavation of on -site materials B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 3. Section 3123 23 — Borrow 4. Section 31 24 00 — Embankments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 28, 2013 EATON HIGH SCHOOL STADIUM PROJECT CPN106072 Eaton High School Stadium Addition CPN 106072 312316-2 UNCLASSIFIED EXCAVATION Page 2 of 8 1 1.2 PRICE AND PAYMENT PROCEDURES 2 A. Measurement and Payment [Measurement and payment method in this 3 Specification should coordinate with the method chosen in Section 3123 23 and 4 Section 3124 00.1 5 1. Excavation by Plan Quantity [This method requires the Design Engineer to 6 estimate quantities. Care should be taken to verify calculation procedures are 7 in accordance with all Specification Sections.] 8 a. Measurement 9 1) Measurement for this Item shall be by the cubic yard in its final position 10 using the average end area method. Limits of measurement are shown 11 on the Drawings. 12 2) When measured by the cubic yard in its final position, this is a plans 13 quantity measurement Item. The quantity to be paid is the quantity 14 shown in the proposal, unless modified by Article 11.04 of the General 15 Conditions. Additional measurements or calculations will be made if 16 adjustments of quantities are required. 17 b. Payment 18 1) The work performed and materials furnished in accordance with this 19 Item and measured as provided under "Measurement" will be paid for 20 at the unit price bid per cubic yard of "Unclassified Excavation by Plan". 21 No additional compensation will be allowed for rock or shrinkage/swell 22 factors, as these are the Contractor's responsibility. 23 c. The price bid shall include: 24 1) Excavation 25 2) Excavation Safety 26 3) Drying 27 4) Dust Control 28 5) Reworking or replacing the over excavated material in rock cuts 29 6) Hauling CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 28, 2013 EATON HIGH SCHOOL STADIUM PROJECT CPN 106072 Eaton High School Stadium Addition CPN 106072 312316-3 UNCLASSIFIED EXCAVATION Page 3 of 8 1 7) Disposal of excess material not used elsewhere onsite 2 8) Scarification 3 9) Clean-up 4 2. Excavation by Surveyed Quantity [This method is intended for Projects in 5 heavily wooded areas or other areas where the accuracy required to determine 6 quantities for measurement and payment is unattainable during design.] 7 a. Measurement 8 1) Measurement for this Item shall be by the cubic yard in its final position 9 calculated using the average end area or composite method. 10 a) The City will perform a reference survey once the Site has been 11 cleared to obtain existing ground conditions. 12 b) The City will perform a final post -construction survey. 13 c) The Contractor will be paid for the cubic yardage of Excavated 14 material calculated as the difference between the two surveys. 15 d) Partial payments will be based on estimated plan quantity 16 measurements calculated by the Engineer. 17 b. Payment 18 1) The work performed and materials furnished in accordance with this 19 Item and measured as provided under "Measurement' will be paid for 20 at the unit price bid per cubic yard of "Unclassified Excavation by 21 Survey". 22 c. The price bid shall include: 23 1) Excavation 24 2) Excavation Safety 25 3) Drying 26 4) Dust Control 27 5) Reworking or replacing the over excavated material in rock cuts CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 28, 2013 EATON HIGH SCHOOL STADIUM PROJECT CPN 106072 Eaton High School Stadium Addition CPN 106072 312316-4 UNCLASSIFIED EXCAVATION Page 4 of 8 1 6) Hauling 2 7) Disposal of excess material not used elsewhere onsite 3 8) Scarification 4 9) Clean-up 5 1.3 REFERENCES [NOT USED] 6 A. Definitions 7 1. Unclassified Excavation —Without regard to materials, all excavations shall be 8 considered unclassified and shall include all materials excavated. Any 9 reference to Rock or other materials on the Drawings or in the specifications is 10 solely for the City and the Contractor's information and is not to be taken as a 11 classification of the excavation. 12 1.4 ADMINSTRATIVE REQUIREMENTS 13 A. The Contractor will provide the City with a Disposal Letter in accordance to 14 Division 01. 15 1.5 SUBMITTALS [NOT USED] 16 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 17 1.7 CLOSEOUT SUBMITTALS [NOT USED] 18 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.9 QUALITY ASSURANCE 20 A. Excavation Safety 21 1. The Contractor shall be solely responsible for making all excavations in a safe 22 manner. 23 2. All excavation and related sheeting and bracing shall comply with the 24 requirements of OSHA excavation safety standards 29 CFR part 1926 and state 25 requirements. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 28, 2013 EATON HIGH SCHOOL STADIUM PROJECT CPN 106072 Eaton High School Stadium Addition CPN 106072 312316-5 UNCLASSIFIED EXCAVATION Page 5 of 8 1 1.10 DELIVERY, STORAGE, AND HANDLING 2 A. Storage 3 1. Within Existing Rights -of -Way (ROW) 4 a. Soil may be stored within existing ROW, easements or temporary 5 construction easements, unless specifically disallowed in the Contract 6 Documents. 7 b. Do not block drainage ways, inlets or driveways. 8 c. Provide erosion control in accordance with Section 31 25 00. 9 d. When the Work is performed inactive traffic areas, store materials only in 10 areas barricaded as provided in the traffic control plans. 11 e. In non -paved areas, do not store material on the root zone of any trees or in 12 landscaped areas. 13 2. Designated Storage Areas 14 a. If the Contract Documents do not allow the storage of spoils within the 15 ROW, easement or temporary construction easement, then secure and 16 maintain an adequate storage location. 17 b. Provide an affidavit that rights have been secured to store the materials on 18 private property. 19 c. Provide erosion control in accordance with Section 31 25 00. 20 d. Do not block drainage ways. 21 1.11 FIELD CONDITIONS 22 A. Existing Conditions 23 1. Any data which has been or may be provided on subsurface conditions is not 24 intended as a representation or warranty of accuracy or continuity between 25 soils. It is expressly understood that neither the City nor the Engineer will be 26 responsible for interpretations or conclusions drawn there from by the 27 Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 28, 2013 EATON HIGH SCHOOL STADIUM PROJECT CPN 106072 Eaton High School Stadium Addition CPN 106072 312316-6 UNCLASSIFIED EXCAVATION Page 6 of 8 1 2. Data is made available for the convenience of the Contractor. 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 2.1 OWNER -FURNISHED [NOT USED] 5 2.2 PRODUCT TYPES AND MATERIALS 6 A. Materials 7 1. Unacceptable Fill Material 8 a. In -situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM 9 D2487 10 PART 3 - EXECUTION 11 12 13 14 15 16 17 18 19 20 21 22 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CONSTRUCTION A. Accept ownership of unsuitable or excess material and dispose of material off -site accordance with local, state, and federal regulations at locations. B. Excavations shall be performed in the dry, and kept free from water, snow and ice during construction with eh exception of water that is applied for dust control. C. Separate Unacceptable Fill Material from other materials, remove from the Site and properly dispose according to disposal plan. D. Maintain drainage in the excavated area to avoid damage to the roadway sections and proposed or existing structures. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 28, 2013 EATON HIGH SCHOOL STADIUM PROJECT CPN106072 Eaton High School Stadium Addition CPN 106072 1 2 3 4 5 6 7 8 9 10 312316-7 UNCLASSIFIED EXCAVATION Page 7 of 8 E. Correct any damage to the subgrade caused by weather, at no additional cost to the City. F. Shape slopes to avoid loosening material below or outside the proposed grades. Remove and dispose of slides as directed. G. Rock Cuts 1. Excavate to finish grades. 2. In the event of over excavation due to contractor error below the lines and grades established in the Drawings, use approved embankment material compacted in accordance with Section 31 24 00 to replace the over excavated at no additional cost to City. H. Earth Cuts 1. Excavate to finish subgrade 13 2. In the event of over excavation due to contractor error below the lines and 14 grades established in the Drawings, use approved embankment material 15 compacted in accordance with Section 31 24 00 to replace the over excavated 16 at no additional cost to City. 17 3. Manipulate and compact subgrade in accordance with Section 31 24 00. 18 3.5 REPAIR [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD QUALITY CONTROL 21 A. Subgrade Tolerances 22 1. Excavate to within 0.1 foot in all directions. 23 2. In areas of over excavation, Contractor provides fill material approved by the 24 City at no expense to the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 28, 2013 EATON HIGH SCHOOL STADIUM PROJECT CPN106072 Eaton High School Stadium Addition CPN 106072 312316-8 UNCLASSIFIED EXCAVATION Page 8 of 8 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] 7 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.2 - Measurement and Payment Section modified; Blue Text added for clarification 1/28/13 D.Johnson 1.2 — Modified Bid Item names in payment section to differentiate between Payment Methods on bid List. CITY OF FORT WORTH EATON HIGH SCHOOL STADIUM PROJECT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised January 28, 2013 Eaton High School Stadium Addition CPN 106072 320129-1 CONCRETE PAVING REPAIR Page 1 of 4 1 SECTION 32 0129 2 CONCRETE PAVING REPAIR 3 [Text in Blue is for information or guidance. Remove all blue text in the final project document.] 4 PART1- GENERAL 5 1.1 SUMMARY 6 A. Section includes: 7 1. Concrete pavement repair to include, but not limited to: 8 a. Utility cuts (water, sanitary sewer, drainage, etc.) 9 b. Warranty work 10 c. Repairs of damage caused by Contractor 11 d. Any other concrete pavement repair needed during the course of construction 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 3. Section 32 01 18 - Temporary Asphalt Paving Repair 18 4. Section 32 12 16 Asphalt Paving 19 5. Section 32 13 13 - Concrete Paving 20 6. Section 33 05 10 - Utility Trench Excavation, Embedment and Backfill 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Measurement and Payment 23 1. Concrete Pavement Repair [When panel replacement is not required for utility 24 trench repair, repair width is to include the width beyond the trench shown in the 25 Drawings as well as any additional width required around structures. There is no 26 differentiation between main line trench repair and service line trench repair for 27 concrete roadways because the quantity is measured by square yard.] 28 a. Measurement 29 1) Measurement for this Item shall be by the square yard of Concrete 30 Pavement Repair for various: 31 a) Street types 32 2) Limits of repair will be based on the time of service of the existing 33 pavement. The age of the pavement will need to be determined by the 34 Engineer through coordination with the City. For pavement ages: 35 a) 10 years or less: repair entire panel 36 b) Greater than 10 years: repair to limits per Drawings 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under "Measurement" shall be paid for at the 40 unit price bid per square yard of Concrete Pavement Repair 41 c. The price bid shall include: CITY OF FORT WORTH EATON HIGH SCHOOL STADIUM ADDITION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 32 01 29 - 2 CONCRETE PAVING REPAIR Page 2 of 4 1 1) Shaping and fine grading the placement area 2 2) Furnishing and applying all water required 3 3) Furnishing, loading and unloading, storing, hauling and handling all 4 concrete 5 4) Furnishing, loading and unloading, storing, hauling and handling all base 6 material 7 5) Mixing, placing, finishing and curing all concrete 8 6) Furnishing and installing reinforcing steel 9 7) Furnishing all materials and placing longitudinal, warping, expansion and 10 contraction joints, including all steel dowels, dowel caps and load 11 transmission units required, wire and devices for placing, holding and 12 supporting the steel bar, load transmission units, and joint filler in the 13 proper position; for coating steel bars where required by the Drawings 14 8) Sealing joints 15 9) Monolithically poured curb 16 10) Cleanup 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Permitting 20 1. Obtain Street Use Permit to make utility cuts in the street from the Transportation 21 and Public Works Department in conformance with current ordinances. 22 2. Transportation and Public Works Department will inspect paving repair after 23 construction. 24 1.5 SUBMITTALS [NOT USED] 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 26 A. Concrete Mix Design: submit for approval in accordance with Section 32 13 13. 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 CONDITIONS 32 A. Weather Conditions: Place concrete as specified in Section 32 13 13. 33 1.12 WARRANTY [NOT USED] 34 PART 2 - PRODUCTS 35 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 36 2.2 MATERIALS 37 A. Embedment and Backfill: see Section 33 05 10. CITY OF FORT WORTH EATON HIGH SCHOOL STADIUM ADDITION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 320129-3 CONCRETE PAVING REPAIR Page 3 of 4 I B. Base material: Concrete base: see Section 32 13 13. 2 C. Concrete: see Section 32 13 13. 3 1. Concrete paving: Class H or Class HES. 4 2. Replace concrete to the specified thickness. 5 2.3 ACCESSORIES [NOT USED] 6 2.4 SOURCE QUALITY CONTROL [NOT USED] 7 PART 3 - EXECUTION 8 3.1 INSTALLERS [NOT USED] 9 3.2 EXAMINATION [NOT USED] 10 3.3 PREPARATION 11 A. Replace a continuous section if multiple repairs are closer than 10 feet apart from edge 12 of one repair to the edge of a second repair. 13 B. If the cut is to be covered, use steel plates of sufficient strength and thickness to support 14 traffic. 15 1. Construct a transition of hot -mix or cold -mix asphalt from the top of the steel plate 16 to the existing pavement to create a smooth riding surface. 17 a. Hot -mix or cold -mix asphalt: conform to the requirements of Section 32 12 16. 18 C. Surface Preparation: mark pavement cut repairs for approval by the City. 19 3.4 INSTALLATION 20 A. Sawing 21 1. General 22 a. Saw cut perpendicular to the surface to full pavement depth. 23 b. Saw cut the edges of pavement and appurtenances damaged subsequent to 24 sawing to remove damaged areas. 25 c. Such saw cuts shall be parallel to the original saw cut and to neat straight lines. 26 2. Sawing equipment 27 a. Power -driven 28 b. Manufactured for the purpose of sawing pavement 29 c. In good operating condition 30 d. Shall not spall or facture concrete adjacent to the repair area 31 3. Repairs: In true and straight lines to dimensions shown on the Drawings 32 4. Utility Cuts 33 a. In a true and straight line on both sides of the trench 34 b. Minimum of 12 inches outside the trench walls 35 5. Prevent dust and residues from sawing from entering the atmosphere or drainage 36 facilities. 37 B. Removal 38 1. Use care in removing concrete to be repaired to prevent spalling or fracturing 39 concrete adjacent to the repair area. CITY OF FORT WORTH EATON HIGH SCHOOL STADIUM ADDITION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 32 01 29 - 4 CONCRETE PAVING REPAIR Page 4 of 4 I C. Base: as specified in Drawings 2 D. Concrete Paving 3 1. Concrete placement: in accordance with Section 32 13 13. 4 2. Reinforce concrete replacement: as specified in Drawings 5 3.5 REPAIR/RESTORATION [NOT USED] 6 3.6 RE -INSTALLATION [NOT USED] 7 3.7 FIELD QUALITY CONTROL [NOT USED] 8 3.8 SYSTEM STARTUP [NOT USED] 9 3.9 ADJUSTING [NOT USED] 10 3.10 CLEANING [NOT USED] 11 3.11 CLOSEOUT ACTIVITIES [NOT USED] 12 3.12 PROTECTION [NOT USED] 13 3.13 MAINTENANCE [NOT USED] 14 3.14 ATTACHMENTS [NOT USED] 15 16 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A — Modified Items to be included in price bid; Added blue text for clarification of repair width on utility trench repair 2.2.C.1 — Changed to Class P to Class H CITY OF FORT WORTH EATON HIGH SCHOOL STADIUM ADDITION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 3 PART 1 GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 33 0130 -1 SEWER AND MANHOLE TESTING Page 1 of 7 SECTION 33 0130 SEWER AND MANHOLE TESTING A. Section Includes: I. Testing for sanitary sewer pipe and manholes prior to placing in service a. Low Pressure Air Test and Deflection (Mandrel) Test 1) Excludes pipe with flow 2) Hydrostatic Testing is not allowed. b. Vacuum Testing for sanitary sewer manholes 2. Before any newly constructed sanitary sewer pipe and manholes are placed into service it shall be cleaned and tested. 3. Pipe testing will include low pressure air test for 60-inch pipe and smaller. 4. Pipe testing will include low pressure air test of joints for 27-inch or larger pipe. 5. Pipe testing will include deflection (mandrel) test for pipe. 6. Hydrostatic testing is not allowed. 7. Manhole testing will include vacuum test. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1— General Requirements 3. Section 03 80 00 —Modifications to Existing Concrete Structures 4. Section 33 04 50 — Cleaning of Sewer Mains 26 1.2 PRICE AND PAYMENT PROCEDURES 27 28 29 30 31 32 33 34 35 36 37 38 39 A. Measurement and Payment 1. Pipe Testing a. Measurement 1) This Item is considered subsidiary to the sanitary sewer main (pipe) completed in place. b. Payment 1) The work performed and the materials furnishing in accordance with this Item are subsidiary to the unit price bid per linear foot of sanitary sewer main (pipe) complete in place, and no other compensation will be allowed. 2. Manhole Testing a. Measurement 1) Measurement for testing manholes shallbe per each vacuum test. b. Payment CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised September 7, 2018 Eaton High School Stadium Addition CPN 106072 33 0130 -2 SEWER AND MANHOLE TESTING Page 2 of 7 1 1) The work performed and the materials furnished in accordance with this 2 Item shall be paid for at the unit price bid per each vacuum test completed. 3 c. The price bid shall include: 4 1) Mobilization 5 2) Plugs 6 3) Clean-up 7 1.3 REFERENCES [NOT USED] 8 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 9 1.5 SUBMITTALS 10 A. Submittals shall be in accordance with Section 0133 00. 11 B. All submittals shall be approved by the City prior to delivery. 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS 14 A. Test and Evaluation Reports 15 1. All test reports generated during testing (pass and fail) 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE 18 A. Certifications 19 1. Mandrel Equipment 20 a. If requested by City, provide Quality Assurance certification that the equipment 21 used has been designed and manufactured in accordance to the required 22 specifications. 23 2. Joint Testing 24 a. Testing Service -Engage a qualified independent testing agency to perform 25 joint evaluation tests 26 b. Equipment -If requested by City, provide Quality Assurance certification that 27 the equipment used has been designed and manufactured in accordance to the 28 required specifications. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 7, 2018 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 33 0130 - 3 SEWER AND MANHOLE TESTING Page 3 of 7 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 6 3.1 INSTALLERS [NOT USED] 7 3.2 EXAMINATION [NOT USED] 8 3.3 PREPARATION 9 A Low Pressure Air Test (Pipe 60 inch and smaller) 10 1. Clean the sewer main before testing, as outlined in Section 33 04 50. 11 2. Plug ends of all branches, laterals, tees, wyes, and stubs to be included in test. 12 B. Low Pressure Joint Air Test (Pipe 27 inch or larger) 13 1. Clean the sewer main before testing, as outlined in Section 33 04 50. 14 2. Assemble individual joint tester over each joint from within the pipe. 15 C. Deflection (mandrel) test (Pipe) 16 1. Perform as last work item before final inspection. 17 2. Clean the sewer main and inspect for offset and obstruction prior to testing. 18 3. Materials 19 a. Mandrel used for deflection test 20 1) Use of an uncertified mandrel or a mandrel altered or modified after 21 certification will invalidate the deflection test. 22 2) Mandrel requirements 23 a) Odd number of legs with 9 legs minimum 24 b) Effective length not less than its nominal diameter 25 c) Fabricated of rigid and nonadjustable steel 26 d) Fitted with pulling rings and each end 27 e) Stamped or engraved on some segment other than a runner indicating 28 the following: 29 (1) Pipe material specification 30 (2) Nominal size 31 (3) Mandrel outside diameter (OD) 32 f) Mandrel diameter must be 95 percent of inside diameter (ID) of pipe. 33 g) Mandrel equipment shall be suitable for the pipe material to prevent 34 damage to the pipe. Consult manufacturer for appropriate mandrel 35 equipment. 36 D. Vacuum test (Manhole) 37 1. Plug lifting holes and exterior joints. 38 2. Plug pipes and stubouts entering the manhole. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised September 7, 2018 Eaton High School Stadium Addition CPN 106072 33 0130 -4 SEWER AND MANHOLE TESTING Page 4of7 1 3. Secure stubouts, manhole boots, and pipe plugs to prevent movement while vacuum 2 is drawn. 3 4. Plug pipes with drop connections beyond drop. 4 5. Place test head inside the frame at the top of the manhole. 5 3.4 INSTALLATION 6 A. Low pressure air test (Pipe 60" Inch and Smaller) 7 1. Install plug with inlet tap. 8 2. Connect air hose to inlet tap and a portable air control source. 9 3. After the stabilization period (3.5 psig minimum pressure) start the stop watch. 10 4. Determine time in seconds that is required for the internal air pressure to reach 2.5 11 psig. Minimum permissible pressure holding time per diameter per length of pipe 12 is computed from the following equation: 13 14 T = (0.0850*D*K) 15 Q 16 Where: 17 T = shortest time, seconds, allowed for air pressure to drop to 1.0 psig 18 K = 0.000419*D*L, but not less than 1.0 19 D = nominal pipe diameter, inches 20 L = length of pipe being tested (by pipe size), feet 21 Q = 0.0015, cubic feet per minute per square foot of internal surface 22 5. UNI-&6, Table 1 provides required time for given lengths of pipe for sizes 4-inch 23 through 60-inch based on the equation above. 24 25 UNI-13-6, Table 1 26 Minimum specified time required for a 1.0 psig pressure drop for size and length of pipe 27 indicated for q = 0. 00 15 28 29 Specifification Time for Len L Shown mm:sec t 2 3 4 Mmamm Pipe Length for T®e for Diameter Time Mfriimwn Longer 100ft 15o1i 2n00 250ft 300ft 350ft 4001) 450ft (in.) se }. Time (ft) Length (see) 4 146 597 .390 L 3.46 3:46 3.46 3:46 146 146 346 3.46 _6 5:40 398 .854L 5:40 5:40 540 5.40 5:40 5.40 5:42 624 8 7:34 298 1.520 L 7:34 7:34 7:34 7.34 736 8:52 10.08 1124 _ 10 9:26 239 2.374 L 926 926 _ 926 9:53 1 :52 _ 13:51 _ 15:49 17.48 12 1120 199 3.418 L 1120 1120 1124 14:15 1795 19:56 22:47 25:38:00 15 14:10 159 5.342 L 14:10 14:10 1748 22:15 26:42:00 31:09:00 35:36:00 40:04:00 18 1700 133 7.692 L 17:00 19:13 2538:00 32:03:00 38:27:00 4452:00 51:16.00 57:41:00 21 19:50 114 10.470 L 19:50 26:10.00 34:54:00 43:37.00 52:21:00 610000 69.48:00 783 L00 24 22.40 99 13.674 L 22:47 34:11:00 4534:00 56:58:00 68:22:00 79:4600 91:10:00 10233:00 27 25:30:00 88 17.306 L 2851:00 43:16:00 57:41:00 72.07.00 86:32:00 100:57:00 115:2200 129.48:00 30 2820:00 80 21.366 L 3537:00 5325:00 71:13.00 89:02:00 1065000 124:38:00 14226:00 160:15:00 33 31:10:00 34:00:00 72 66 25.852 L 30.768 L 43:05:00 51:17:00 lx1:38:00 76:5500 86:10:00 10234:00 107:4300 128:1200 129:16:00 153:5000 150:43:00 1792900 17221:00 205:07:00 19353:00 230:46:00 36 42 39:48:00 57 41.883L 69:48:00 104:42:00 13937:00 1743000 20924.00 244:19:00 279:1300 314:07:00 48 45:34:00 50 54.705 L 91:10:00 136:4500 18221:00 2275500 273:3100 31906:00 364:42.00 410:17:00 54 510200 44 69.236 L 11524:00 173:05:00 230:47:00 28829:00 346:11:00 403:53.00 4613400 519:16:00 60 5640:00 40 85.476 L 14228:00 213:4100 284:55:00 3560900 427:23:00 498:37:00 569:50.00 641.04:00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 7, 2018 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 33 0130 - 5 SEWER AND MANHOLE TESTING Page 5 of 7 2 6. Stop test if no pressure loss has occurred during the first 25 percent of the 3 calculated testing time. 4 B. Low pressure joint air test (27 Inch or larger pipe) 5 1. All pipe joints, for all pipe materials, shall be tested in accordance with ASTM 6 C1103 as follows: 7 2. Equipment shall be the product of manufacturers having more than five years of 8 regular production of successful joint testers. Joint tester shall be as manufactured 9 by Cherne Industrial, Inc., of Edina, Minnesota, or approved equal. 10 3. Follow equipment manufacturer's recommendations when performing tests; only 11 experienced technicians shall perform tests. 12 4. The testing equipment shall be assembled and positioned over the center of the pipe 13 joint and the end element tubes inflated to a maximum of 25 psi. 14 5. Pressurize the center joint test area to 4.0 psig and allow the temperature and 15 pressure to stabilize at the minimum of 2.5 psig for a period of 2.0 minutes prior to 16 testing. 17 6. To test, adjust the pressure to 3.5 psig and measure the time required to decrease the 18 pressure from 3.5 psig to 2.5 psig. 19 7. The joint is acceptable if the time for the pressure to drop from 3.5 psig to 2.5 psig 20 is greater than 10 seconds. 21 C. Deflection (mandrel) test (Pipe) 22 1. For pipe 36 inches and smaller, the mandrel is pulled through the pipe by hand to 23 ensure that maximum allowable deflection is not exceeded. 24 2. Maximum percent deflection by pipe size is as follows: 25 W 27 28 29 30 31 32 Nominal Pipe Size Inches Percent Deflection Allowed 12 and smaller 5.0 15 through 30 4.0 Greater than 30 3.0 D. Vacuum test (Manhole) 1. Test manhole prior to coating with epoxy or other material. 2. Draw a vacuum of 10 inches of mercury and turnoff the pump. 3. With the valve closed, read the level vacuum level after the required test time. 4. Minimum time required for vacuum drop of 1 inch of mercury is as follows: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 7, 2018 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 33 0130 - 6 SEWER AND MANHOLE TESTING Page 6 of 7 Depth of Manhole, feet 4-foot Dia Seconds 5-foot Dia Seconds 6-foot Dia Seconds 8 20 26 33 10 25 33 41 12 30 39 49 14 35 45 57 16 40 52 67 18 40 59 73 ** T=5 T=6.5 T=8 3 ** For manholes over 18 feet deep, add "T" seconds as shown foreach respective 4 diameter for each 2 feet of additional depth of manhole to the time shown for 18 foot 5 depth. (Example: A 30 foot deep, 4-foot diameter. Total test time would be 70 6 seconds. 40+6(5)--70 seconds) 7 8 5. Manhole vacuum levels observed to drop greater than 1 inch of mercury will have 9 failed the test. 10 3.5 REPAIR / RESTORATION [NOT USED] 11 3.6 RE -INSTALLATION [NOT USED] 12 3.7 FIELD QUALITY CONTROL 13 A. Non -Conforming Work 14 1. Low pressure air test (Pipe 60 Inch and smaller) 15 a. Should the air test fail, find and repair leak(s) and retest. 16 2. Low pressure joint air test (Pipe 27 inch or larger) 17 a. 100 percent of all joints shall be field tested, prior to the placement of backfill 18 over the spring line of the pipe, after the pipe has been substantially locked in to 19 place by embedment. If the pipe does not pass the field air test, the joint will be 20 pulled and refitted or rejected and removed from the project. After full 21 placement of backfill and proper compaction, 100% of alljoints will be tested 22 again, as the installation progresses. At no time shall pipe installation exceed 23 300 feet beyond the last joint tested. 24 b. No more than 2 percent of the total number of joints failing to meet the 25 requirements of this test shall be field repaired by joint grout injection, or band 26 clamps, or other method. Any joints over 2% requiring field repairs shall be 27 rejected and removed from the project site. Rejected pipe shall be removed 28 from the project. Installation shall be stopped until defective joints are repaired 29 or replaced. 30 3. Should Deflection (mandrel) test (Pipe) 31 a. Should the mandrel fail to pass, the pipe is considered overdeflected. 32 b. Uncover overdeflected pipe. Reinstall if not damaged. 33 c. If damaged, remove and replace. 34 4. Vacuum test (Manhole) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 7, 2018 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 33 0130 - 7 SEWER AND MANHOLE TESTING Page 7 of 7 1 a. Should the vacuum test fail, repair suspect area and retest. 2 1) External repairs required for leaks at pipe connection to manhole. 3 a) Shall be in accordance with Section 03 80 00. 4 2) Leaks within the manhole structure may be repaired internally or 5 externally. 6 3.8 SYSTEM STARTUP [NOT USED] 7 3.9 ADJUSTING [NOT USED] 8 3.10 CLEANING [NOT USED] 9 3.11 CLOSEOUT ACTIVITIES [NOT USED] 10 3.12 PROTECTION [NOT USED] 11 3.13 MAINTENANCE [NOT USED] 12 3.14 ATTACHMENTS [NOT USED] 13 14 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/10/2018 W. Norwood 3.4.1) Require testing prior to coating manholes 3.3, A&B, Add individual joint testing option for 27 inch and larger with independent testing. 9/7/2018 W. Norwood 3.4.A Include UNI-B-6, Table 1 for lowpressure air test 4.4.13 Include individual joint testing requirements CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised September 7, 2018 Eaton High School Stadium Addition CPN 106072 330440-1 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 1 of 8 SECTION 33 04 40 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS PART1- GENERAL 1.1 SUMMARY A. General Before any newly constructed potable water mains will be permitted to be placed into service in the Fort Worth Water Department's Water Distribution System, it shall be cleaned (purged) and tested, or cleaned, disinfected, and tested until the bacteria count within the water main meets the standards established by the Fort Worth Water Department and the requirements of Chapter 290 of the Texas Administrative Code (TAC) established by the Texas Commission on Environmental Quality (TCEQ). B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1— General Requirements 3. Section 33 0131 — Closed Circuit Television (CCTV) Inspection 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. This Item is considered subsidiary to the water main being Cleaned and Tested. 2. Payment a. The work performed and the materials furnished in accordance with this Item are subsidiary to cleaning, disinfection, hydrostatic testing, and bacteriological testing and shall be subsidiary to the unit price bid per linear foot of water pipe complete in place, and no other compensation will be allowed. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Water Works Association/American (AWWA): a. C301, Prestressed Concrete Pressure Pipe, Steel -Cylinder Type. b. C303, Concrete Pressure Pipe, Bar -Wrapped, Steel -Cylinder Type. c. C651, Disinfecting Water Mains. d. C655, Field De -Chlorination. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised February 6, 2013 Eaton High School Stadium Addition CPN 106072 330440-2 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 2 of 8 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals For 24-inch and larger water mains, provide the following: 1. Cleaning Plan — Prior to the start of construction, submit a water main cleaning plan detailing the methods and schedule, including: a. A detailed description of cleaning procedures b. Pigging entry and exit ports c. Flushing procedures d. Plans and hydraulic calculations to demonstrate adequate flushing velocities e. Control of water f. Disposal 2. Disinfection Plan — prior to the start of construction submit a disinfection plan including: a. The method mixing and introducing chlorine b. Flushing c. De -chlorination d. Sampling 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 PRODUCT TYPES A. Pigs 1. Open cell polyurethane foam body 2. Densities between 2 pounds per cubic foot up to 8 pounds per cubic foot 3. May be wrapped with polyurethane spiral bands 4. Abrasives are not permitted, unless expressly approved by the City in writing for the particular application. 5. Must pass through a reduction up to 65 percent of the cross sectional area of the nominal pipe diameter CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised February 6, 2013 Eaton High School Stadium Addition CPN 106072 330440-3 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 3 of 8 6. Pigs shall be able to traverse standard piping arrangements such as 90 degree bends, tees, crosses, wyes, and gate valves. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION/INSTALLATION/APPLICATION [NOT USED] 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. All water mains shall be cleaned prior to bacteriological testing. a. Pig all 36-inch and smaller water mains. b. Pig or manually sweep 42-inch and larger mains. c. Flushing is only permitted when specially designated in the Drawings, or if pigging is not practical and approved by the City. B. Pigging Method If the method of pigging is to be used, prepare the main for the installation and removal of a pig, including: a. Furnish all equipment, material and labor to satisfactorily expose cleaning Wye, remove cleaning wye covers, etc. b. Where expulsion of the pig is required through a dead -ended conduit: 1) Prevent backflow of purged water into the main after passage of the pig. 2) Install a mechanical joint to provide a riser out of the trench on 12-inch and smaller mains to prevent backwater re-entry into the main. 3) Additional excavation of the trench may be performed on mains over 12 inches, to prevent backwater re-entry into the main. 4) Flush any backflow water that inadvertently enters the main. c. Flush short dead-end pipe sections not swabbed by a pig. d. Once pigging is complete: 1) Pigging wyes shall remain in place unless otherwise specified in the Contract Documents. 2) Install cleaning Wye, blind flanges or mechanical joint plugs. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised February 6, 2013 Eaton High School Stadium Addition CPN 106072 330440-4 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 4 of 8 3) Plug and place blocking at other openings. 4) Backfill 5) Complete all appurtenant work necessary to secure the system and proceed with disinfection. C. Flushing Method Prepare the main by installing blow -offs at appropriate locations, of sufficient sizes and numbers, and with adequate flushing to achieve a minimum velocity in the main of 2.5 feet per second. a. Minimum blow -off sizes for various main sizes are as follows: 1) 4-inch through 8-inch main — %-inch blow -off 2) 10-inch through 12-inch main —I -inch blow -off 3) 16-inch and greater main — 2-inch blow -off b. Flushing shall be subject to the following limitations: 1) Limit the volume of water for flushing to 3 times the volume of the water main. 2) Do not unlawfully discharge chlorinated water. 3) Do not damage private property. 4) Do not create a traffic hazard. c. Once Flushing is complete: 1) Corporations stops used for flushing shall be plugged. D. Daily main cleaning 1. Wipe joints and then inspect for proper installation. 2. Sweep each joint and keep clean during construction. 3. Install a temporary plug on all exposed mains at the end of each working day or an extended period of work stoppage. E. Hydrostatic Testing All water main that is to be under pressure, shall be hydrostatically tested to meet the following criteria: a. Furnish and install corporations for proper testing of the main. 1) Furnish adequate and satisfactory equipment and supplies necessary to make such hydrostatic tests. 2) The section of line to be tested shall be gradually filled with water, carefully expelling the air and the specified pressure applied. b. The City will furnish water required for the testing at its nearest City line. c. Expel air from the pipe before applying the required test pressure. d. Test Pressure 1) Test pressures should meet the following criteria: a) Not less than 1.25 (187 psi minimum) times the stated working pressure of the pipeline measured at the highest elevation along the test section. b) Not less than 1.5 (225 psi minimum) times the stated working pressure at the lowest elevation of the test section. e. Test Conditions 1) Must be at least 2 hour duration 2) Add water as necessary to sustain the required test pressure. 3) Test fire hydrants to the fire hydrant valve. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised February 6, 2013 Eaton High School Stadium Addition CPN 106072 330440-5 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 5 of 8 a) Leave the isolation valve on the fire hydrant lead line open during the hydrostatic testing. 4) Test service lines to curb stop a) Leave the corporation stop on the service line open during the hydrostatic testing. 5) Close isolation valves for air release valves. 6) Makeup water must come from a container of fixed 55 gallon container that does not have a water source. f. Measure all water used in the pressure test through an approved meter, or measure the difference in volume within a 55 gallon container. 1) Do not test against existing water distribution valves unless expressly provided for in the Drawings, or approved by the City. 2) If the City denies approval to test against existing water distribution system valve, then make arrangements to plug and test the pipe at no additional cost. Allowable Leakage a. No pipe installation should be accepted if the amount of makeup water is greater than that determined using the following formula: In inch -pound units, L= SDP 148,000 Where: L = testing allowance (make up water), gallons per hour S = length of pipe tested, ft. D = nominal diameter of pipe, in. P = average test pressure during the hydrostatic test, psi b. For any pipeline that fails to pass hydrostatic test: 1) Identify the cause 2) Repair the leak 3) Restore the trench and surface 4) Retest c. All costs associated with repairing the pipeline to pass the hydrostatic test is the sole responsibility of the Contractor and included in the price per linear foot of pipe. d. If the City determines that an existing system valve is responsible for the hydrostatic test to fail, the Contractor shall make provisions to test the pipeline without the use of the system valve. e. There shall be no additional payment to the Contractor if the existing valve is unable to sustain the hydrostatic test and shall be included in the price per linear foot of pipe. F. Disinfection General a. Disinfection of the main shall be accomplished by the "continuous feed" method or the "slug" method as determined by the Contractor. b. The free chlorine amounts shown are minimums. The Contractor may require higher rates. 1) Calcium hypochlorite granules shall be used as the source of chlorine. c. Continuous Feed Method CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised February 6, 2013 Eaton High School Stadium Addition CPN 106072 330440-6 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 6 of 8 1) Apply water at a constant rate in the newly laid main. a) Use the existing distribution system or other approved source of supply. 2) At a point not more than 10 feet downstream from the beginning of the new main, water entering the new main shall receive a dose of chlorine. a) Free chlorine concentration: 50 mg/L minimum, or as required by TCEQ, whichever is greater. b) Chlorine applications shall not cease until the entire conduit is filled with heavily chlorinated water. 3) Retain chlorinated water in the main for at least 24 hours. a) Operate valves and hydrants in the section treated in order to disinfect the appurtenances. b) Prevent the flow of chlorinated water into mains in active service. c) Residual at the end of the 24-hour period: 10 mg /L free chlorine, minimum, for the treated water in all portions of the main. 4) Flush the heavily chlorinated water from the main and dispose of in a manner and at a location accepted by the City. 5) Test the chlorine residual prior to flushing operations. a) If the chlorine residual exceeds 4 mg/L, the water shall remain in the new main until the chlorine residual is less the 4 mg/L. b) The Contractor may choose to evacuate the water into water trucks, or other approved storage facility, and treat the water with Sodium Bisulfate, or another de -chlorination chemical, or method appropriate for potable water and approved by the City until the chlorine residual is reduced to 4 mg/L or less. c) After the specified chlorine residual is obtained, the water may then be discharged into the drainage system or utilized by the Contractor. d. Slug Method 1) Water from the existing distribution system or other approved source of supply shall be made to flow at a constant rate in the newly laid main. 2) At a point not more than 10 feet downstream from the beginning of the new main, water entering the new main shall receive a dose of chlorine. a) Free chlorine concentration: 100 mg/L minimum, or as required by TCEQ, whichever is greater. b) The chlorine shall be applied continuously and for a sufficient time to develop a solid column or "slug" of chlorinated water that shall expose all interior surfaces to the "slug" for at least 3 hours. 3) Operate the fittings and valves as the chlorinated water flows past to disinfect the appurtenances. 4) Prevent the flow of chlorinated water into mains in active service. 5) Flush the heavily chlorinated water from the main and dispose of in a manner and at a location accepted by the City. 6) Upon completion, test the chlorine residual remaining in the main. a) Chlorine levels of 4 mg/1 or less should be maintained. Contractor Requirements a. Furnish all equipment, material and labor to satisfactorily prepare the main for the disinfection method approved by the City with adequate provisions for sampling. b. Make all necessary taps into the main to accomplish chlorination of a new line, unless otherwise specified in the Contract Documents. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised February 6, 2013 Eaton High School Stadium Addition CPN 106072 330440-7 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 7 of 8 c. After satisfactory completion of the disinfection operation, as determined by the City, remove surplus pipe at the chlorination and sampling points, plug the remaining pipe, backfill and complete all appurtenant work necessary to secure the main. G. Dechlorination 1. General. All chlorinated water shall be de -chlorinated before discharge to the environment. Chemical amounts, as listed in ANSFAWWA C651: "Disinfecting Water Mains", shall be used to neutralize the residual chlorine concentrations using de -chlorination procedures listed in ANSFAWWA C655: "Field De -Chlorination". De -Chlorination shall continue until chlorine residual is non -detectable. 2. Testing. Contractor shall continuously test for the chlorine residual level immediately downstream of the de -chlorination process, during the entire discharge of the chlorinated water. Contractor shall periodically conduct chlorine residual testing and check for possible fish kills at locations where discharged water enters the existing watershed. 3. Fish Kill. If a fish kill occurs associated with the discharge of water from the distribution system or any other construction activities: a. The Contract shall immediately alter activities to prevent further fish kills. b. The Contractor shall immediately notify Water Department Field Operations Dispatch. c. The Contractor shall coordinate with City to properly notify TCEQ. d. Any fines assessed by the TCEQ (or local, state of federal agencies) for fish kills shall be the responsibility of the Contractor. H. Bacteriological Testing (Water Sampling) 1. General a. Notify the City when the main is suitable for sampling. b. The City shall then take water samples from a suitable tap for analysis by the City's laboratory, unless otherwise specified in the Contract Documents. 1) No hose or fire hydrant shall be used in the collection of samples. Water Sampling a. Complete microbiological sampling prior to connecting the new main into the existing distribution system in accordance with AWWA C651. b. Collect samples for bacteriological analysis in sterile bottles treated with sodium thiosulfate. c. Collect 2 consecutive sets of acceptable samples, taken at least 24 hours apart, from the new main. d. Collect at least 1 set of samples from every 1,000 linear feet of the new main (or at the next available sampling point beyond 1,000 linear feet as designated by the City), plus 1 set from the end of the line and at least 1 set from each branch. e. If trench water has entered the new main during construction or, if in the opinion of the City, excessive quantities of dirt or debris have entered the new main, obtain bacteriological samples at intervals of approximately 200 linear feet. f. Obtain samples from water that has stood in the new main for at least 16 hours after formal flushing. 3. Repetition of Sampling CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised February 6, 2013 Eaton High School Stadium Addition CPN 106072 330440-8 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 8 of 8 a. Unsatisfactory test results require a repeat of the disinfection process and re - sampling as required above until a satisfactory sample is obtained. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 3.10.E.1.e.- Added service lines to hydrostatic testing requirements 2/6/2013 D Townsend 1.3.A.2.d Added AWWA C655 Field De -Chlorination as reference 3.10.G — Added De -Chlorination Requirement CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised February 6, 2013 Eaton High School Stadium Addition CPN 106072 -1 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 1 of 21 1 SECTION 33 0510 2 UTILITY TRENCH EXCAVATION, EMBEDMENT AND BACKFILL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Excavation, Embedment and Backfill for: 7 a. Pressure Applications 8 1) Water Distribution or Transmission Main 9 2) Wastewater Force Main 10 3) Reclaimed Water Main 11 b. Gravity Applications 12 1) Wastewater Gravity Mains 13 2) Storm Sewer Pipe and Culverts 14 3) Storm Sewer Precast Box and Culverts 15 2. Including: 16 a. Excavation of all material encountered, including rock and unsuitable materials 17 b. Disposal of excess unsuitable material 18 c. Site specific trench safety 19 d. Pumping and dewatering 20 e. Embedment 21 f. Concrete encasement for utility lines 22 g. Backfill 23 h. Compaction 24 B. Deviations from this City of Fort Worth Standard Specification 25 1. None. 26 C. Related Specification Sections include, but are not necessarily limited to: 27 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 28 Contract 29 2. Division 1 — General Requirements 30 3. Section 02 41 13 — Selective Site Demolition 31 4. Section 02 41 15 — Paving Removal 32 5. Section 02 41 14 — Utility Removal/Abandonment 33 6. Section 03 30 00 — Cast -in -place Concrete 34 7. Section 03 34 13 — Controlled Low Strength Material (CLSM) 35 8. Section 31 10 00 — Site Clearing 36 9. Section 3125 00 — Erosion and Sediment Control 37 10. Section 33 05 26 — Utility Markers/Locators 38 11. Section 34 71 13 — Traffic Control 39 1.2 PRICE AND PAYMENT PROCEDURES 40 A. Measurement and Payment CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 13, 2024 Eaton High School Stadium Addition CPN 106072 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 39 40 41 42 43 44 45 46 47 48 49 -2 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 2 of 21 1. Trench Excavation, Embedment and Backfill associated with the installation of an underground utility or excavation a. Measurement 1) This Item is considered subsidiary to the installation of the utility pipe line as designated in the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item are considered subsidiary to the installation of the utility pipe for the type of embedment and backfill as indicated on the plans. No other compensation will be allowed. 2. Imported Embedment or Backfill a. Measurement 1) Measured by the cubic yard as delivered to the site and recorded by truck ticket provided to the City b. Payment 1) Imported fill shall only be paid when using materials for embedment and backfill other than those identified in the Drawings. The work performed and materials furnished in accordance with pre -bid item and measured as provided under "Measurement" will be paid for at the unit price bid per cubic yard of "Imported Embedment/Backfill" delivered to the Site for: a) Various embedment/backfill materials c. The price bid shall include: 1) Furnishing backfill or embedment as specified by this Specification 2) Hauling to the site 3) Placement and compaction of backfill or embedment 3. Concrete Encasement for Utility Lines a. Measurement 1) Measured by the cubic yard per plan quantity. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per cubic yard of "Concrete Encasement for Utility Lines" per plan quantity. c. The price bid shall include: 1) Furnishing, hauling, placing and finishing concrete in accordance with Section 03 30 00 2) Clean-up 4. Ground Water Control a. Measurement 1) Measurement shall be lump sum when a ground water control plan is specifically required by the Contract Documents. b. Payment 1) Payment shall be per the lump sum price bid for "Ground Water Control" including: a) Submittals b) Additional Testing c) Ground water control system installation d) Ground water control system operations and maintenance e) Disposal of water CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 13, 2024 Eaton High School Stadium Addition CPN 106072 2 3 4 5 6 7 8 9 10 11 12 -3 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 3 of 21 f) Removal of ground water control system 5. Trench Safety a. Measurement 1) Measured per linear foot of excavation for all trenches that require trench safety in accordance with OSHA excavation safety standards (29 CFR Part 1926 Subpart P Safety and Health regulations for Construction) b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of excavation to comply with OSHA excavation safety standards (29 CFR Part 1926.650 Subpart P), including, but not limited to, all submittals, labor and equipment. 13 1.3 REFERENCES 14 15 16 17 18 19 20 21 A. Defmitions 1. General — Definitions used in this section are in accordance with Terminologies ASTM F412 and ASTM D8 and Terminology ASTM D653, unless otherwise noted. 2. Definitions for trench width, backfill, embedment, initial backfill, pipe zone, haunching bedding, springline, pipe zone and foundation are defined as shown in the following schematic: J _J W Y U Q m J Q Z l.� INITIAL BACKFILL ��►uus�wi�_rA� HAUNCHING BEDDING FOUNDATION UNPAVED AREAS EXCAVATED TRENCH WIDTH CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 13, 2024 J J L� Y U Q m J Q Z <L w z 0 N W n a OD CLEARANCE Eaton High School Stadium Addition, CPN 106072 Eaton High School Stadium Addition CPN 106072 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 39 40 41 42 43 44 -4 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 4 of 21 3. Deleterious materials — Harmful materials such as clay lumps, silts and organic material 4. Excavated Trench Depth — Distance from the surface to the bottom of the bedding or the trench foundation 5. Final Backfill Depth a. Unpaved Areas — The depth of the final backfill measured from the top of the initial backfill to the surface b. Paved Areas — The depth of the final backfill measured from the top of the initial backfill to bottom of permanent or temporary pavement repair B. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. ASTM Standards: a. ASTM C33-24 Standard Specifications for Concrete Aggregates b. ASTM C88-24 Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate c. C131/C131M-20 Standard Test Method for Resistance to Degradation of Small - Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine d. ASTM C136-19 Test Method for Sieve Analysis of Fine and Coarse Aggregate e. ASTM C535-16 Standard Test Method for Resistance to Degradation of Large - Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine f. ASTM D448-12 Standard Classification for Sizes of Aggregate for Road and Bridge Construction. 9. h. ASTM D558/D558M-19 — Standard Test method for Moisture -Density Relations of Soil -Cement Mixture i. ASTM D698-12 Test Method for Laboratory Compaction Characteristics of Soil Using Stand Efforts (12,400 ft-lb/ft3 600 Kn-m/M3)). j. ASTM DI556/D1556M Standard Test Methods for Density and Unit Weight of Soils in Place by Sand Cone Method. k. ASTM D2321-10 Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity -Flow Applications 1. ASTM 2487 — 1 Standard Classification of Soils for Engineering Purposes (Unified Soil Classification System) in. ASTM D2922 — Standard Test Methods for Density of Soils and Soil Aggregate in Place by Nuclear Methods (Shallow Depth) n. ASTM D3017 - Standard Test Method for Water Content of Soil and Rock in place by Nuclear Methods (Shallow Depth) o. ASTM D4254 - Standard Test Method for Minimum Index Density and Unit Weight of Soils and Calculations of Relative Density 3. OSHA a. Occupational Safety and Health Administration CFR 29, Part 1926-Safety Regulations for Construction, Subpart P - Excavations 45 1.4 ADMINISTRATIVE REQUIREMENTS 46 A. Coordination 47 1. Utility Company Notification CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 13, 2024 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 -5 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 5 of 21 1 a. Notify area utility companies at least 48 hours in advance, excluding weekends 2 and holidays, before starting excavation. 3 b. Request the location of buried lines and cables in the vicinity of the proposed 4 work. 5 B. Sequencing 6 1. Sequence work for each section of the pipe installed to complete the embedment 7 and backfill placement on the day the pipe foundation is complete. 8 2. Sequence work such that proctors are complete in accordance with ASTM D698 9 prior to commencement of construction activities. 10 1.5 SUBMITTALS 11 A. Submittals shall be in accordance with Section 0133 00. 12 B. All submittals shall be approved by the City prior to construction. 13 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 14 A. Shop Drawings 15 1. Provide detailed drawings and explanation for ground water and surface water 16 control, if required. 17 2. Trench Safety Plan in accordance with Occupational Safety and Health 18 Administration CFR 29, Part 1926-Safety Regulations for Construction, Subpart P - 19 Excavations 20 3. Stockpiled excavation and/or backfill material 21 a. Provide a description of the storage of the excavated material only if the 22 Contract Documents do not allow storage of materials in the right-of-way of the 23 easement. 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, STORAGE, AND HANDLING 28 A. Storage 29 1. Within Existing Rights -of -Way (ROW) 30 a. Spoil, imported embedment and backfill materials may be stored within existing 31 ROW, easements or temporary construction easements, unless specifically 32 disallowed in the Contract Documents. 33 b. Do not block drainage ways, inlets or driveways. 34 c. Provide erosion control in accordance with Section 3125 00. 35 d. Store materials only in areas barricaded as provided in the traffic control plans. 36 e. In non -paved areas, do not store material on the root zone of any trees or in 37 landscaped areas. 38 2. Designated Storage Areas 39 a. If the Contract Documents do not allow the storage of spoils, embedment or 40 backfill materials within the ROW, easement or temporary construction 41 easement, then secure and maintain an adequate storage location. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 13, 2024 Eaton High School Stadium Addition CPN 106072 -6 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 6 of 21 1 b. Provide an affidavit that rights have been secured to store the materials on 2 private property. 3 c. Provide erosion control in accordance with Section 3125 00. 4 d. Do not block drainage ways. 5 e. Only materials used for 1 working day will be allowed to be stored in the work 6 zone. 7 B. Deliveries and haul -off - Coordinate all deliveries and haul -off. 8 1.11 FIELD [SITE] CONDITIONS 9 A. Existing Conditions 10 1. Any data which has been or may be provided on subsurface conditions is not 11 intended as a representation or warranty of accuracy or continuity between soils. It 12 is expressly understood that neither the City nor the Engineer will be responsible 13 for interpretations or conclusions drawn there from by the Contractor. 14 2. Data is made available for the convenience of the Contractor. 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS 17 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS 18 2.2 MATERIALS 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 A. Materials Utility Sand a. Granular and free flowing b. Generally meets or exceeds the limits on deleterious substances per Table 1 for fine aggregate according to ASTM C 33 c. Reasonably free of organic material d. Gradation: sand material consisting of durable particles, free of thin or elongated pieces, lumps of clay, loam or vegetable matter and meets the following gradation may be used for utility sand embedment/backfill Sieve Size Percent Retained 1/Z» 0 1/4" 0-5 #4 0-10 # 16 0-20 #50 20-70 # 100 60-90 #200 90-100 e. The City has a pre -approved list of sand sources for utility embedment. The pre -approved list can be found on the City website, Project Resources page. The utility sand sources in the pre -approved list have demonstrated continued quality and uniformity on City of Fort Worth projects. Sand from these sources are pre -approved for use on City projects without project specific testing. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 13, 2024 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 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 39 40 41 42 43 44 45 46 47 48 -7 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 7 of 21 2. Crushed Rock a. Durable crushed rock or recycled concrete b. Meets the gradation of ASTM D448 size numbers 56, 57 or 67 c. May be unwashed d. Free from significant silt clay or unsuitable materials e. Percentage of wear not more than 40 percent per ASTM C 131 or C535 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of sodium sulfate soundness per ASTM C88 3. Fine Crushed Rock a. Durable crushed rock b. Meets the gradation of ASTM D448 size numbers 8 or 89 c. May be unwashed d. Free from significant silt clay or unsuitable materials. e. Have a percentage of wear not more than 40 percent per ASTM C131 or C535 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of sodium sulfate soundness per ASTM C88 4. Ballast Stone a. Stone ranging from 3 inches to 6 inches in greatest dimension. b. May be unwashed c. Free from significant silt clay or unsuitable materials d. Percentage of wear not more than 40 percent per ASTM C 131 or C535 e. Not more than a 12 percent maximum loss when subjected to 5 cycles of sodium sulfate soundness per ASTM C88 5. Acceptable Backfill Material a. In -situ or imported soils classified as CL, CH, SC or GC in accordance with ASTM D2487 b. Free from deleterious materials, boulders over 6 inches in size and organics c. Can be placed free from voids d. Must have 20 percent passing the number 200 sieve 6. Blended Backfill Material a. In -situ soils classified as SP, SM, GP or GM in accordance with ASTM D2487 b. Blended with in -situ or imported acceptable backfill material to meet the requirements of an Acceptable Backfill Material c. Free from deleterious materials, boulders over 6 inches in size and organics d. Must have 20 percent passing the number 200 sieve 7. Unacceptable Backfill Material a. In -situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM D2487 8. Select Fill a. Classified as SC or CL in accordance with ASTM D2487 b. Liquid limit less than 35 c. Plasticity index between 8 and 20 9. Cement Stabilized Sand (CSS) a. Sand 1) Shall be clean, durable sand meeting grading requirements for fine aggregates of ASTM C33 and the following requirements: a) Classified as SW, SP, or SM by the United Soil Classification System of ASTM D2487 CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 13, 2024 Eaton High School Stadium Addition CPN 106072 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 39 40 41 42 43 -8 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 8 of 21 b) Deleterious materials (1) Clay lumps, ASTM C142, less than 0.5 percent (2) Lightweight pieces, ASTM C123, less than 5.0 percent (3) Organic impurities, ASTM C40, color no darker than standard color (4) Plasticity index of 4 or less when tested in accordance with ASTM D4318. b. Minimum of 4 percent cement content of Type I/H Portland or Blended hydraulic cement c. Water 1) Potable water, free of soils, acids, alkalis, organic matter or other deleterious substances, meeting requirements of ASTM C94 d. Mix in a stationary pug mill, weigh -batch or continuous mixing plant. e. Strength 1) A minimum of 100 psi compressive strength at 7 days in accordance with ASTM D1633, Method A 2) The maximum compressive strength in 7 days shall be 400 psi. 3) The material will be considered unacceptable and subject to removal and replacement at contractor's expense when the 7-day compressive strength is less than 100 psi or more than 400 psi. f. Random samples of delivered product will be taken in the field at point of delivery for each day of placement in the work area. Specimens will be prepared in accordance with ASTM D 1632. 10. Controlled Low Strength Material (CLSM) a. Conform to Section 03 34 13 11. Trench Geotextile Fabric a. Soils other than NIL or OH in accordance with ASTM D2487 1) Needle punch, nonwoven geotextile composed of polypropylene fibers 2) Fibers shall retain their relative position 3) Inert to biological degradation 4) Resist naturally occurring chemicals 5) UV Resistant 6) Mirafi 140N by Tencate, or approved equal b. Soils Classified as ML or OH in accordance with ASTM D2487 1) High -tenacity monofilament polypropylene woven yarn 2) Percent open area of 8 percent to 10 percent 3) Fibers shall retain their relative position 4) Inert to biological degradation 5) Resist naturally occurring chemicals 6) UV Resistant 7) Mirafi FW402 by Tencate, or approved equal 12. Concrete Encasement a. Conform to Section 03 30 00. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 13, 2024 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 -9 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 9 of 21 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 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 A. Verification of Conditions 1. Review all known, identified or marked utilities, whether public or private, prior to excavation. 2. Locate and protect all known, identified and marked utilities or underground facilities as excavation progresses. 3. Notify all utility owners within the project limits 48 hours prior to beginning excavation. 4. The information and data shown in the Drawings with respect to utilities is approximate and based on record information or on physical appurtenances observed within the project limits. 5. Coordinate with the Owner(s) of underground facilities. 6. Immediately notify any utility owner of damages to underground facilities resulting from construction activities. 7. Repair any damages resulting from the construction activities. B. Notify the City immediately of any changed condition that impacts excavation and installation of the proposed utility. 22 3.3 PREPARATION 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 A. Protection of In -Place Conditions 1. Pavement a. Conduct activities in such a way that does not damage existing pavement that is designated to remain. 1) Where desired to move equipment not licensed for operation on public roads or across pavement, provide means to protect the pavement from all damage. b. Repair or replace any pavement damaged due to the negligence of the contractor outside the limits designated for pavement removal at no additional cost to the City. 2. Drainage a. Maintain positive drainage during construction and re-establish drainage for all swales and culverts affected by construction. 3. Trees a. When operating outside of existing ROW, stake permanent and temporary construction easements. b. Restrict all construction activities to the designated easements and ROW. c. Flag and protect all trees designated to remain in accordance with Section 31 10 00. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 13, 2024 Eaton High School Stadium Addition CPN 106072 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 -10 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 10 of 21 d. Conduct excavation, embedment and backfill in a manner such that there is no damage to the tree canopy. e. Prune or trim tree limbs as specifically allowed by the Drawings or as specifically allowed by the City. 1) Pruning or trimming may only be accomplished with equipments specifically designed for tree pruning or trimming. f. Remove trees specifically designated to be removed in the Drawings in accordance with Section 31 10 00. 4. Above ground Structures a. Protect all above ground structures adjacent to the construction. b. Remove above ground structures designated for removal in the Drawings in accordance with Section 02 41 13 5. Traffic a. Maintain existing traffic, except as modified by the traffic control plan, and in accordance with Section 34 71 13. b. Do not block access to driveways or alleys for extended periods of time unless: 1) Alternative access has been provided 2) Proper notification has been provided to the property owner or resident 3) It is specifically allowed in the traffic control plan c. Use traffic rated plates to maintain access until access is restored. 6. Traffic Signal — Poles, Mast Arms, Pull boxes, Detector loops a. Notify the City's Transportation Management Division a minimum of 48 hours prior to any excavation that could impact the operations of an existing traffic signal. b. Protect all traffic signal poles, mast arms, pull boxes, traffic cabinets, conduit and detector loops. c. Immediately notify the City's Transportation Management Division if any damage occurs to any component of the traffic signal due to the contractors activities. d. Repair any damage to the traffic signal poles, mast arms, pull boxes, traffic cabinets, conduit and detector loops as a result of the construction activities. 7. Fences a. Protect all fences designated to remain. b. Leave fence in the equal or better condition as prior to construction. 35 3.4 INSTALLATION 36 37 38 39 40 41 42 43 44 45 46 A. Excavation 1. Excavate to a depth indicated on the Drawings. 2. Trench excavations are defined as unclassified. No additional payment shall be granted for rock or other in -situ materials encountered in the trench. 3. Excavate to a width sufficient for laying the pipe in accordance with the Drawings and bracing in accordance with the Excavation Safety Plan. 4. The bottom of the excavation shall be firm and free from standing water. a. Notify the City immediately if the water and/or the in -situ soils do not provide for a firm trench bottom. b. The City will determine if any changes are required in the pipe foundation or bedding. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 13, 2024 Eaton High School Stadium Addition CPN 106072 -11 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 11 of 21 1 5. Unless otherwise permitted by the Drawings or by the City, the limits of the 2 excavation shall not advance beyond the pipe placement so that the trench may be 3 backfilled in the same day. 4 6. Over Excavation 5 a. Fill over excavated areas with the specified bedding material as specified for the 6 specific pipe to be installed. 7 b. No additional payment will be made for over excavation or additional bedding 8 material. 9 7. Unacceptable Backfill Materials 10 a. In -situ soils classified as unacceptable backfill material shall be separated from 11 acceptable backfill materials. 12 b. If the unacceptable backfill material is to be blended in accordance with this 13 Specification, then store material in a suitable location until the material is 14 blended. 15 c. Remove all unacceptable material from the project site that is not intended to be 16 blended or modified. 17 8. Rock — No additional compensation will be paid for rock excavation or other 18 changed field conditions. 19 B. Shoring, Sheeting and Bracing 20 1. Engage a Licensed Professional Engineer in the State of Texas to design a site 21 specific excavation safety system in accordance with Federal and State 22 requirements. 23 2. Excavation protection systems shall be designed according to the space limitations 24 as indicated in the Drawings. 25 3. Furnish, put in place and maintain a trench safety system in accordance with the 26 Excavation Safety Plan and required by Federal, State or local safety requirements. 27 4. If soil or water conditions are encountered that are not addressed by the current 28 Excavation Safety Plan, engage a Licensed Professional Engineer in the State of 29 Texas to modify the Excavation Safety Plan and provide a revised submittal to the 30 City. 31 5. Do not allow soil, or water containing soil, to migrate through the Excavation 32 Safety System in sufficient quantities to adversely affect the suitability of the 33 Excavation Protection System. Movable bracing, shoring plates or trench boxes 34 used to support the sides of the trench excavation shall not: 35 a. Disturb the embedment located in the pipe zone or lower 36 b. Alter the pipe's line and grade after the Excavation Protection System is 37 removed 38 c. Compromise the compaction of the embedment located below the spring line of 39 the pipe and in the haunching 40 C. Water Control 41 1. Surface Water 42 a. Furnish all materials and equipment and perform all incidental work required to 43 direct surface water away from the excavation. 44 2. Ground Water 45 a. Furnish all materials and equipment to dewater ground water by a method which 46 preserves the undisturbed state of the subgrade soils. 47 b. Do not allow the pipe to be submerged within 24 hours after placement. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 13, 2024 Eaton High School Stadium Addition CPN 106072 -12 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 12 of 21 1 c. Do not allow water to flow over concrete until it has sufficiently cured. 2 d. Engage a Licensed Engineer in the State of Texas to prepare a Ground Water 3 Control Plan if any of the following conditions are encountered: 4 1) A Ground Water Control Plan is specifically required by the Contract 5 Documents 6 2) If in the sole judgment of the City, ground water is so severe that an 7 Engineered Ground Water Control Plan is required to protect the trench or 8 the installation of the pipe which may include: 9 a) Ground water levels in the trench are unable to be maintained below 10 the top of the bedding 11 b) A firm trench bottom cannot be maintained due to ground water 12 c) Ground water entering the excavation undermines the stability of the 13 excavation. 14 d) Ground water entering the excavation is transporting unacceptable 15 quantities of soils through the Excavation Safety System. 16 e. In the event that there is no bid item for a Ground Water Control and the City 17 requires an Engineered Ground Water Control Plan due to conditions discovered 18 at the site, the contractor will be eligible to submit a change order. 19 f. Control of ground water shall be considered subsidiary to the excavation when: 20 1) No Ground Water Control Plan is specifically identified and required in the 21 Contract Documents 22 g. Ground Water Control Plan installation, operation and maintenance 23 1) Furnish all materials and equipment necessary to implement, operate and 24 maintain the Ground Water Control Plan. 25 2) Once the excavation is complete, remove all ground water control 26 equipment not called to be incorporated into the work. 27 h. Water Disposal 28 1) Dispose of ground water in accordance with City policy or Ordinance. 29 2) Do not discharge ground water onto or across private property without 30 written permission. 31 3) Permission from the City is required prior to disposal into the Sanitary 32 Sewer. 33 4) Disposal shall not violate any Federal, State or local regulations. 34 D. Embedment and Pipe Placement 35 1. Water Lines less than, or equal to, 12 inches in diameter: 36 a. The entire embedment zone shall be of uniform material. 37 b. Utility sand shall be generally used for embedment. 38 c. If ground water is in sufficient quantity to cause sand to pump, then use crushed 39 rock as embedment. 40 1) If crushed rock is not specifically identified in the Contract Documents, 41 then crushed rock shall be paid by the pre -bid unit price. 42 d. Place evenly spread bedding material on a firm trench bottom. 43 e. Provide firm, uniform bedding. 44 f. Place pipe on the bedding in accordance with the alignment of the Drawings. 45 g. In no case shall the top of the pipe be less than 42 inches from the surface of the 46 proposed grade, unless specifically called for in the Drawings. 47 h. Place embedment, including initial backfill, to a minimum of 6 inches, but not 48 more than 12 inches, above the pipe. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 13, 2024 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 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 39 40 41 42 43 44 45 46 47 48 49 -13 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 13 of 21 i. Where gate valves are present, the initial backfill shall extend to 6 inches above the elevation of the valve nut. j. Form all blocking against undisturbed trench wall to the dimensions in the Drawings. k. Compact embedment and initial backfill. 1. Place marker tape on top of the initial trench backfill in accordance with Section 33 05 26. 2. Water Lines 16-inches through 24-inches in diameter: a. The entire embedment zone shall be of uniform material. b. Utility sand may be used for embedment when the excavated trench depth is less than 15 feet deep. c. Crushed rock or fine crushed rock shall be used for embedment for excavated trench depths 15 feet, or greater. d. Crushed rock shall be used for embedment for steel pipe. e. Provide trench geotextile fabric at any location where crushed rock or fine crushed rock come into contact with utility sand £ Place evenly spread bedding material on a firm trench bottom. g. Provide firm, uniform bedding. 1) Additional bedding may be required if ground water is present in the trench. 2) If additional crushed rock is required not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. h. Place pipe on the bedding according to the alignment shown on the Drawings. i. The pipe line shall be within: 1) f3 inches of the elevation on the Drawings for 16-inch and 24-inch water lines j. Place and compact embedment material to adequately support haunches in accordance with the pipe manufacturer's recommendations. k. Place remaining embedment including initial backfill to a minimum of 6 inches, but not more than 12 inches, above the pipe. 1. Where gate valves are present, the initial backfill shall extend to up to the valve nut. in. Compact the embedment and initial backfill to 95 percent Standard Proctor ASTM D 698. n. Density test performed by a commercial testing firm approved by the City to verify that the compaction of embedment meets requirements. o. Place trench geotextile fabric on top of the initial backfill. p. Place marker tape on top of the trench geotextile fabric in accordance with Section 33 05 26. 3. Water Lines 30-inches and greater in diameter a. The entire embedment zone shall be of uniform material. b. Crushed rock shall be used for embedment. c. Provide trench geotextile fabric at any location where crushed rock or fine crushed rock come into contact with utility sand. d. Place evenly spread bedding material on a firm trench bottom. e. Provide firm, uniform bedding. 1) Additional bedding may be required if ground water is present in the trench. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 13, 2024 Eaton High School Stadium Addition CPN 106072 -14 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 14 of 21 1 2) If additional crushed rock is required which is not specifically identified in 2 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 3 price. 4 i Place pipe on the bedding according to the alignment shown on the Drawings. 5 g. The pipe line shall be within: 6 1) 11 inch of the elevation on the Drawings for 30-inch and larger water lines 7 It. Place and compact embedment material to adequately support haunches in 8 accordance with the pipe manufacturer's recommendations. 9 i. For steel pipe greater than 30 inches in diameter, the initial embedment lift shall 10 not exceed the spring line prior to compaction. 11 j. Place remaining embedment, including initial backfill, to a minimum of 6 12 inches, but not more than 12 inches, above the pipe. 13 k. Where gate valves are present, the initial backfill shall extend to up to the valve 14 nut. 15 1. Compact the embedment and initial backfill to 95 percent Standard Proctor 16 ASTM D 698. 17 in. Density test may be performed by a commercial testing firm approved by the 18 City to verify that the compaction of embedment meets requirements. 19 n. Place trench geotextile fabric on top of the initial backfill. 20 o. Place marker tape on top of the trench geotextile fabric in accordance with 21 Section 33 05 26. 22 4. Sanitary Sewer Lines and Storm Sewer Lines (HDPE) 23 a. The entire embedment zone shall be of uniform material. 24 b. Crushed rock shall be used for embedment. 25 c. Place evenly spread bedding material on a firm trench bottom. 26 d. Spread bedding so that lines and grades are maintained and that there are no sags 27 in the sanitary sewer pipe line. 28 e. Provide firm, uniform bedding. 29 1) Additional bedding may be required if ground water is present in the 30 trench. 31 2) If additional crushed rock is required which is not specifically identified in 32 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 33 price. 34 £ Place pipe on the bedding according to the alignment shown in the Drawings. 35 g. The pipe line shall be within ±0.1 inches of the elevation, and be consistent with 36 the grade shown on the Drawings. 37 h. Place and compact embedment material to adequately support haunches in 38 accordance with the pipe manufacturer's recommendations. 39 i. For sewer lines greater than 30 inches in diameter, the embedment lift shall not 40 exceed the spring line prior to compaction. 41 j. Place remaining embedment including initial backfill to a minimum of 6 inches, 42 but not more than 12 inches, above the pipe. 43 k. Compact the embedment and initial backfill to 95 percent Standard Proctor 44 ASTM D 698. 45 1. Density test may be performed by a commercial testing firm approved by the 46 City to verify that the compaction of embedment meets requirements. 47 in. Place trench geotextile fabric on top of the initial backfill. 48 n. Place marker tape on top of the trench geotextile fabric in accordance with 49 Section 33 05 26. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 13, 2024 Eaton High School Stadium Addition CPN 106072 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 39 40 41 42 43 44 45 46 47 48 49 -15 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 15 of 21 5. Storm Sewer (RCP) a. The bedding and the pipe zone up to the spring line shall be of uniform material. b. Crushed rock shall be used for embedment up to the spring line. c. The specified backfill material may be used above the spring line. d. Place evenly spread bedding material on a firm trench bottom. c. Spread bedding so that lines and grades are maintained and that there are no sags in the storm sewer pipe line. f. Provide firm, uniform bedding. 1) Additional bedding may be required if ground water is present in the trench. 2) If additional crushed rock is required which is not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. g. Place pipe on the bedding according to the alignment of the Drawings. h. The pipe line shall be within ±0.1 inches of the elevation, and be consistent with the grade, shown on the Drawings. i. Place embedment material up to the spring line. 1) Place embedment to ensure that adequate support is obtained in the haunch. j. Compact the embedment and initial backfill to 95 percent Standard Proctor ASTM D 698. k. Density test may be performed by a commercial testing firm approved by the City to verify that the compaction of embedment meets requirements. 1. Place trench geotextile fabric on top of pipe and crushed rock. 6. Storm Sewer (PP - Polypropylene) a. The entire embedment zone shall be of uniform material. b. Crushed rock shall be used for embedment up to top of pipe. c. Place evenly spread bedding material on a firm trench bottom. d. Spread bedding so that lines and grades are maintained and that there are no sags in the storm sewer pipe line. e. Provide firm, uniform bedding. 1) Additional bedding may be required if ground water is present in the trench. 2) If additional crushed rock is required which is not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. f. Place pipe on the bedding according to the alignment shown in the Drawings. g. The pipe line shall be within ::L0.1 inches of the elevation, and be consistent with the grade shown on the Drawings. h. Place and compact embedment material to adequately support haunches in accordance with the pipe manufacturer's recommendations. i. Compact the embedment and initial backfill to 95 percent Standard Proctor ASTM D 698. j. Density test may be performed by City to verify that the compaction of embedment meets requirements. k. Place trench geotextile fabric on top of the initial backfill. 7. Storm Sewer Reinforced Concrete Box a. Crushed rock shall be used for bedding. b. The pipe zone and the initial backfill shall be: 1) Crushed rock, or CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 13, 2024 Eaton High School Stadium Addition CPN 106072 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 39 40 41 42 43 44 45 46 47 48 49 -16 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 16 of 21 2) Acceptable backfill material compacted to 95 percent Standard Proctor density c. Place evenly spread compacted bedding material on a firm trench bottom. d. Spread bedding so that lines and grades are maintained and that there are no sags in the storm sewer pipe line. e. Provide firm, uniform bedding. 1) Additional bedding may be required if ground water is present in the trench. 2) If additional crushed rock is required which is not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. f. Fill the annular space between multiple boxes with crushed rock, CLSM according to 03 34 13. g. Place pipe on the bedding according to the alignment of the Drawings. h. The pipe shall be within ±0.1 inches of the elevation, and be consistent with the grade, shown on the Drawings. i. Compact the embedment initial backfill to 95 percent Standard Proctor ASTM D698. 8. Water Services (Less than 2 Inches in Diameter) a. The entire embedment zone shall be of uniform material. b. Utility sand shall be generally used for embedment. c. Place evenly spread bedding material on a firm trench bottom. d. Provide firm, uniform bedding. e. Place pipe on the bedding according to the alignment of the Plans. f. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. 9. Sanitary Sewer Services a. The entire embedment zone shall be of uniform material. b. Crushed rock shall be used for embedment. c. Place evenly spread bedding material on a firm trench bottom. d. Spread bedding so that lines and grades are maintained and that there are no sags in the sanitary sewer pipe line. e. Provide firm, uniform bedding. 1) Additional bedding may be required if ground water is present in the trench. 2) If additional crushed rock is required which is not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. f. Place pipe on the bedding according to the alignment of the Drawings. g. Place remaining embedment, including initial backfill, to a minimum of 6 inches, but not more than 12 inches, above the pipe. h. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. i. Density test may be required to verify that the compaction meets the density requirements. E. Trench Backfill 1. At a minimum, place backfill in such a manner that the required in -place density and moisture content is obtained, and so that there will be no damage to the surface, pavement or structures due to any trench settlement or trench movement. a. Meeting the requirement herein does not relieve the responsibility to damages associated with the Work. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 13, 2024 Eaton High School Stadium Addition CPN 106072 -17 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 17 of 21 1 2. Backfill Material 2 a. Final backfill (not under existing pavement or future pavement) 3 1) Backfill with: 4 a) Acceptable backfill material 5 b) Blended backfill material, or 6 c) Select backfill material, CSS, or CLSM when specifically required 7 b. Final backfill depth 15 feet or greater (under existing or future pavement) 8 1) Backfill depth from 0 to 15 feet deep 9 a) Backfill with: 10 (1) Acceptable backfill material 11 (2) Blended backfill material, or 12 (3) Select backfill material, CSS, or CLSM when specifically required 13 2) Backfill depth from 15 feet and greater 14 a) Backfill with: 15 (1) Select Fill 16 (2) CSS, or 17 (3) CLSM when specifically required 18 c. Backfill for service lines: 19 1) Backfill for water or sewer service lines shall be the same as the 20 requirement of the main that the service is connected to. 21 3. Required Compaction and Density 22 a. Final backfill (depths less than 15 feet/under existing or future pavement) 23 1) Compact acceptable backfill material, blended backfill material or select 24 backfill to a minimum of 95 percent Standard Proctor per ASTM D698 at 25 moisture content within -2 to +5 percent of the optimum moisture. 26 2) CSS or CLSM requires no compaction. 27 b. Final backfill (depths 15 feet and greater/under existing or future pavement) 28 1) Compact select backfill to a minimum of 98 percent Standard Proctor per 29 ASTM D 698 at moisture content within -2 to +5 percent of the optimum 30 moisture up to the final grade. 31 2) CSS or CLSM requires no compaction. 32 c. Final backfill (not under existing or future pavement) 33 1) Compact acceptable backfill material blended backfill material, or select 34 backfill to a minimum of 95 percent Standard Proctor per ASTM D 698 at 35 moisture content within -2 to +5 percent of the optimum moisture. 36 4. Saturated Soils 37 a. If in -situ soils consistently demonstrate that they are greater than 5 percent over 38 optimum moisture content, the soils are considered saturated. 39 b. Flooding the trench or water jetting is strictly prohibited. 40 c. If saturated soils are identified in the Drawings or Geotechnical Report in the 41 Appendix, Contractor shall proceed with Work following all backfill procedures 42 outlined in the Drawings for areas of soil saturation greater than 5 percent. 43 d. If saturated soils are encountered during Work but not identified in Drawings or 44 Geotechnical Report in the Appendix: 45 1) The Contractor shall: 46 a) Immediately notify the City. 47 b) Submit a Contract Claim for Extra Work associated with direction from 48 City. 49 2) The City shall: CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 13, 2024 Eaton High School Stadium Addition CPN 106072 -18 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 18 of 21 1 a) Investigate soils and determine if Work can proceed in the identified 2 location. 3 b) Direct the Contractor of changed backfill procedures associated with 4 the saturated soils that may include: 5 (1) Imported backfill 6 (2) A site specific backfill design 7 5. Placement of Backfill 8 a. Use only compaction equipment specifically designed for compaction of a 9 particular soil type and within the space and depth limitation experienced in the 10 trench. 11 b. Flooding the trench or water setting is strictly prohibited. 12 c. Place in loose lifts not to exceed 12 inches. 13 d. Compact to specified densities. 14 e. Compact only on top of initial backfill, undisturbed trench or previously 15 compacted backfill. 16 f. Remove any loose materials due to the movement of any trench box or shoring 17 or due to sloughing of the trench wall. 18 g. Install appropriate tracking balls for water and sanitary sewer trenches in 19 accordance with Section 33 05 26. 20 6. Backfill Means and Methods Demonstration 21 a. Notify the City in writing with sufficient time for the City to obtain samples and 22 perform standard proctor test in accordance with ASTM D698. 23 b. The results of the standard proctor test must be received prior to beginning 24 excavation. 25 c. Upon commencing of backfill placement for the project the Contractor shall 26 demonstrate means and methods to obtain the required densities. 27 d. Demonstrate Means and Methods for compaction including: 28 1) Depth of lifts for backfill which shall not exceed 12 inches 29 2) Method of moisture control for excessively dry or wet backfill 30 3) Placement and moving trench box, if used 31 4) Compaction techniques in an open trench 32 5) Compaction techniques around structure 33 e. Provide a testing trench box to provide access to the recently backfilled material. 34 f. The City will provide a qualified testing lab full time during this period to 35 randomly test density and moisture continent. 36 1) The testing lab will provide results as available on the job site. 37 7. Varying Ground Conditions 38 a. Notify the City of varying ground conditions and the need for additional 39 proctors. 40 b. Request additional proctors when soil conditions change. 41 c. The City may acquire additional proctors at its discretion. 42 d. Significant changes in soil conditions will require an additional Means and 43 Methods demonstration. 44 3.5 REPAIR [NOT USED] 45 3.6 RE -INSTALLATION [NOT USED] 46 3.7 FIELD QUALITY CONTROL 47 A. Field Tests and Inspections CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 13, 2024 Eaton High School Stadium Addition CPN 106072 -19 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 19 of 21 1 1. Proctors 2 a. The City will perform Proctors in accordance with ASTM D698. 3 b. Test results will generally be available to within 4 calendar days and distributed 4 5 6 7 8 9 C. 10 d. 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 39 40 41 42 43 44 45 46 47 48 49 e. to: 1) Contractor 2) City Project Manager 3) City Inspector 4) Engineer Notify the City if the characteristic of the soil changes. City will perform new proctors for varying soils: 1) When indicated in the geotechnical investigation in the Appendix 2) If notified by the Contractor 3) At the convenience of the City Trenches where different soil types are present at different depths, the proctors shall be based on the mixture of those soils. 2. Density Testing of Backfill a. Density Tests shall be in conformance with ASTM D2922. b. Provide a testing trench protection for trench depths in excess of 5 feet. c. Place, move and remove testing trench protection as necessary to facilitate all test conducted by the commercial testing firm approved by the City. d. The commercial testing lab will perform moisture/density test for every 200-ft or less of trench length, as measured along the length of the pipe. A minimum of one test shall be performed for every 2 vertical feet of compacted backfill material, independent of the contractor's lift thickness for compaction. Test locations shall be staggered within each lift so that successive lifts are not tested in the same location. A random number generator may be used to determine test locations. Moisture/density tests shall be performed at a depth not more than 2 feet above the top of the pipe bedding and in 2-foot increments up to the final grade. The project inspector or project manager may request testing at an increased frequency and/or at specific locations. e. The contractor can proceed with subsequent earthwork only after test results for previously completed work comply with requirements. If the required compaction density has not been obtained, the backfill should be scarified and moistened or aerated, or removed to a depth required, and be replaced with approved backfill, and re -compacted to the specified density at the contractor's expense. In no case will excavation, pipe -laying, or other operation be allowed to proceed until the specified compaction is attained. f. The testing lab will provide results to Contractor and the City's Inspector upon completion of the testing. g. A formal report will be posted to the City's Accela (Developer Projects) and BIM 360 (City Projects) site within 48 hours. h. Test reports shall include: 1) Location of test by station number 2) Time and date of test 3) Depth of testing 4) Field moisture 5) Dry density 6) Proctor identifier 7) Percent Proctor Density CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 13, 2024 Eaton High School Stadium Addition CPN 106072 - 20 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 20 of 21 1 3. Density of Embedment 2 a. Storm sewer boxes that are embedded with acceptable backfill material, blended 3 backfill material, cement modified backfill material or select material will 4 follow the same testing procedure as backfill. 5 b. The City may test fine crushed rock or crushed rock embedment in accordance 6 with ASTM D2922 or ASTM 1556. 7 B. Non -Conforming Work 8 1. All non -conforming work shall be removed and replaced. 9 3.8 SYSTEM STARTUP [NOT USED] 10 3.9 ADJUSTING [NOT USED] 11 3.10 CLEANING [NOT USED] 12 3.11 CLOSEOUT ACTIVITIES [NOT USED] 13 3.12 PROTECTION [NOT USED] 14 3.13 MAINTENANCE [NOT USED] 15 3.14 ATTACHMENTS [NOT USED] 16 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.2 — Added Item for Concrete Encasement for Utility Lines Various Sections — Revised Depths to Include 15' and greater 12/20/2012 D. Johnson 3.3.A — Additional notes for pavement protection and positive drainage. 3.4.E.2 — Added requirements for backfill of service lines. 3.4.E.5 — Added language prohibiting flooding of trench 1.2.A.3 — Clarified measurement and payment for concrete encasement as per plan 6/18/2013 D. Johnson quantity 2.2.A — Added language for concrete encasement 11/09/16 Z. Arega 2.2.A.Ld Modify gradation for sand material 2.2 A. 1. E. - Added reference to pre -approved list of sand sources for embedment; 3.3 A. 6. - Changed reference to Transportation Management Division; 3.4 - 2/26/2021 Z. Arega Provided clarification re: use of commercial testing firms approved by City and backfill requirements; and 3.7 A. 2. Provided clarification re: backfill testing requirements. 4/2/2021 M Owen 3.4 D. 6. Add requirements Storm Sewer (PP - Polypropylene) CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 13, 2024 Eaton High School Stadium Addition CPN 106072 -21 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 21 of 21 1.3 B. — Updated reference standards 2.2 A. 9. b. — Clarified Portland or Blended hydraulic cement 12/13/24 M Owen 2.2 A. 9. e. — Added limits for methods of CSS mixing and clarified testing values resulting in required replacement CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 13, 2024 Eaton High School Stadium Addition CPN 106072 330514-1 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 1 of 8 1 SECTION 33 0514 2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO 3 GRADE 4 PART 1 - GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Vertical adjustments to manholes, drop inlets, valve boxes, cathodic protection test 8 stations and other miscellaneous structures to a new grade 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 12 13 14 15 16 17 18 19 20 21 22 23 24 C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1— General Requirements 3. Section 32 01 17 — Permanent Asphalt paving Repair 4. Section 32 0129 — Concrete Paving Repair 5. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 6. Section 33 05 13 — Frame, Cover and Grade Rings 7. Section 33 39 10 — Cast -in -Place Concrete Manholes 8. Section 33 39 20 — Precast Concrete Manholes 9. Section 33 12 20 — Resilient Seated (Wedge) Gate Valve 10. Section 33 12 21— AWWA Rubber -Seated Butterfly Valve 11. Section 33 04 11— Corrosion Control Test Station 12. Section 33 04 12 — Magnesium Anode Cathodic Protection System 25 1.2 PRICE AND PAYMENT PROCEDURES 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Measurement and Payment 1. Manhole — Minor Adjustment a. Measurement 1) Measurement for this Item shall be per each adjustment using only grade rings or other minor adjustment devices to raise or lower a manhole to a grade as specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Manhole Adjustment, Minor" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 11, 2022 Eaton High School Stadium Addition CPN 106072 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 39 40 41 42 43 44 45 46 47 48 49 33 05 14 -2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 2 of 8 5) Grade rings or other adjustment device 6) Reuse of the existing manhole frame and cover 7) Furnishing, placing and compaction of embedment and backfill 8) Concrete base material 9) Permanent asphalt patch or concrete paving repair, as required 10) Clean-up 2. Manhole - Major Adjustment a. Measurement 1) Measurement for this Item shall be per each adjustment requiring structural modifications to raise or lower a manhole to a grade as specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Manhole Adjustment, Major" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Structural modifications, grade rings or other adjustment device 6) Reuse of the existing manhole frame and cover 7) Furnishing, placing and compaction of embedment and backfill 8) Concrete base material 9) Permanent asphalt patch or concrete paving repair, as required 10) Clean-up 3. Manhole - Major Adjustment with Frame and Cover a. Measurement 1) Measurement for this Item shallbe per each adjustment requiring structural modifications to raise or lower a manhole to a grade specified on the Drawings or structural modifications for a manhole requiring a new frame and cover, often for changes to cover diameter. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Manhole Adjustment, Major w/ Cover" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Structural modifications, grade rings or other adjustment device 6) Frame and cover 7) Furnishing, placing and compaction of embedment and backfill 8) Concrete base material 9) Permanent asphalt patch or concrete paving repair, as required 10) Clean-up 4. Inlet a. Measurement CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 11, 2022 Eaton High School Stadium Addition CPN 106072 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 39 40 41 42 43 44 45 46 47 48 49 33 05 14 - 3 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 3 of 8 1) Measurement for this Item shall be per each adjustment requiring structural modifications to inlet to a grade specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Inlet Adjustment" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Structural modifications 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) Surface restoration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up 5. Valve Box a. Measurement 1) Measurement for this Item shall be per each adjustment to a grade specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Valve Box Adjustment" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Adjustment device 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) Surface restoration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up 6. Cathodic Protection Test Station a. Measurement 1) Measurement for this Item shallbe per each adjustment to a grade specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Cathodic Protection Test Station Adjustment" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 11, 2022 Eaton High School Stadium Addition CPN 106072 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 39 40 41 42 43 44 45 46 47 48 49 33 05 14 -4 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 4 of 8 5) Adjustment device 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) Surface restoration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up 7. Fire Hydrant a. Measurement 1) Measurement for this Item shallbe per each adjustment requiring stem extensions to meet a grade specified by the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Fire Hydrant Stem Extension" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Adjustment materials 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) Surface restoration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up 8. Meter Box a. Measurement 1) Minor adjustments to meter box less than 6-inches vertical shallbe considered subsidiary to the meter box pay item. 2) Measurement for this Item shall be per each water meter adjustment required in excess of 6-inches vertically to meet a grade specified by the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Meter Box Adjustment Extension" completed. c. The price bid shall include: 1) Excavation 2) Hauling 3) Disposal of excess material 4) Adjustment materials 5) Furnishing, placing and compaction of embedment and backfill 6) Concrete base material, as required 7) Surface restoration, unimproved area, as required 8) Clean-up 9. Miscellaneous Structure This Item is intended for a unique structure. Bid Item should include details to identify the specific structure (i. e. Miscellaneous Structure Adjustment, Sta. 1+00) CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 11, 2022 Eaton High School Stadium Addition CPN 106072 33 05 14 - 5 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 5 of 8 1 a. Measurement 2 1) Measurement for this Item shall be per each adjustment requiring structural 3 modifications to said structure to a grade specked on the Drawings. 4 b. Payment 5 1) The work performed and the materials furnished in accordance with this 6 Item will be paid for at the unit price bid per each "Miscellaneous Structure 7 Adjustment" completed. 8 c. The price bid shall include: 9 1) Pavement removal 10 2) Excavation 11 3) Hauling 12 4) Disposal of excess material 13 5) Structural modifications 14 6) Furnishing, placing and compaction of embedment and backfill 15 7) Concrete base material 16 8) Permanent asphalt patch or concrete paving repair, as required 17 9) Clean-up 18 1.3 REFERENCES 19 A. Definitions 20 1. Minor Adjustment 21 a. Refers to a small elevation change performed on an existing manhole where the 22 existing frame and cover are reused. 23 2. Major Adjustment 24 a. Refers to a significant elevation change performed on an existing manhole 25 which requires structural modification or when a 24-inch ring is changed to a 26 30-inch ring. 27 B. Reference Standards 28 1. Reference standards cited in this Specification refer to the current reference 29 standard published at the time of the latest revision date logged at the end of this 30 Specification, unless a date is specifically cited. 31 2. Texas Commission on Environmental Quality (TCEQ): 32 a. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.55 —Manholes and 33 Related Structures. 34 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 35 1.5 SUBMITTALS [NOT USED] 36 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 37 1.7 CLOSEOUT SUBMITTALS [NOT USED] 38 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 39 1.9 QUALITY ASSURANCE [NOT USED] 40 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 41 1.11 FIELD [SITE] CONDITIONS [NOT USED] CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 11, 2022 Eaton High School Stadium Addition CPN 106072 33 05 14 - 6 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 6 of 8 1 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS 3 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 4 2.2 MATERIALS 5 A Cast -in -Place Concrete 6 1. See Section 03 30 00. 7 B. Modifications to Existing Concrete Structures 8 1. See Section 03 80 00. 9 C. Grade Rings 10 1. See Section 33 05 13. 11 D. Frame and Cover 12 1. See Section 33 05 13. 13 E. Backfill material 14 1. See Section 33 05 10. 15 F. Water valve box extension 16 1. See Section 33 12 20. 17 G. Corrosion Protection Test Station 18 1. See Section 33 04 11. 19 H. Cast -in -Place Concrete Manholes 20 1. See Section 33 39 10. 21 I. Precast Concrete Manholes 22 1. See Section 33 39 20. 23 2.3 ACCESSORIES [NOT USED] 24 2.4 SOURCE QUALITY CONTROL [NOT USED] 25 PART 3 - EXECUTION 26 3.1 INSTALLERS [NOT USED] 27 3.2 EXAMINATION 28 A Verification of Conditions 29 1. Examine existing structure to be adjusted, for damage or defects that may affect 30 grade adjustment. 31 a. Report issue to City for consideration before beginning adjustment. 32 3.3 PREPARATION 33 A. Grade Verification CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 11, 2022 Eaton High School Stadium Addition CPN 106072 33 05 14 - 7 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 7 of 8 1 1. On major adjustments confirm any grade change noted on Drawings is consistent 2 with field measurements. 3 a. If not, coordinate with City to verify final grade before beginning adjustment. �JumllllD111J311►71 WN I 5 A. Manholes, Inlets, and Miscellaneous Structures 6 1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with 7 30-inch frame and cover assembly per TCEQ requirement. 8 2. On manhole major adjustments, inlets and miscellaneous structures protect the 9 bottom using wood forms shaped to fit so that no debris blocks the invert or the 10 inlet or outlet piping in during adjustments. 11 a. Do not use anymore than a 2-piece bottom. 12 3. Use the least number of grade rings necessary to meet required grade. 13 a. For example, if a I -foot adjustment is required, use 2 6-inch rings, not 6 2-inch 14 rings. 15 b. The maximum height of adjustment shall be no more than 12 inches for any 16 combination of grade rings. If 12 inches is required, use 3 — 4 inch rings. 17 B. Valve Boxes 18 1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on 19 the Drawings. 20 C. Backfill and Grading 21 1. Backfill area of excavation surrounding each adjustment in accordance to Section 22 3305 10. 23 D. Pavement Repair 24 1. If required pavement repair is to be performed in accordance with Section 32 01 17 25 or Section 32 0129. 26 3.5 REPAIR / RESTORATION [NOT USED] 27 3.6 REINSTALLATION [NOT USED] 28 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 29 3.8 SYSTEM STARTUP [NOT USED] 30 3.9 ADJUSTING [NOT USED] 31 3.10 CLEANING [NOT USED] 32 3.11 CLOSEOUT ACTIVITIES [NOT USED] 33 3.12 PROTECTION [NOT USED] 34 3.13 MAINTENANCE [NOT USED] 35 3.14 ATTACHMENTS [NOT USED] 36 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 33 05 14 - 8 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 8 of 8 END OF SECTION Revis ion Log DATE NAME SUMMARYOF CHANCE 12/20/2012 D. Johnson 1.2.A — Pay item added for a major manhole adjustment which reuses the existing frame and cover and a major adjustment requiring a new frame and cover; Added items to be included in price bids; Blue text added for clarification for miscellaneous structure adjustments 3.4 — Pavement repair requirements were added 9/20/2017 W. Norwood 3.4.3 Eliminate 24 inch requirement for maximum chimney height adjustment. 3.4.4.bAdd requirement for maximum height of grade rings to be 12 inches or 3-4 inch rings 3/11/2022 M Owen Add measurement and payment section for meter box adjustment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 Eaton High School Stadium Addition Eaton High School Stadium Addition CPN 106072 CPN 106072 330516-1 CONCRETE WATER VAULTS Page 1 of 5 SECTION 33 05 16 CONCRETE WATER VAULTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Concrete vaults to be used in water utility applications B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1— General Requirements 3. Section 03 30 00 — Cast -In -Place Concrete 4. Section 03 80 00 — Modifications to Existing Concrete Structures 5. Section 33 05 10 —Utility Trench Excavation, Embedment and Backfill 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. This Item is considered subsidiary to Water Meter and Vault. 2. Payment a. The work performed and materials furnished in accordance with this Item are subsidiary to the unit price bid per each "Water Meter and Vault" complete in place and no other compensation will be allowed. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Association of State Highway and Transportation Officials (AASHTO). 3. American Concrete Institute (ACI): a. 350, Code Requirements for Environmental Engineering Concrete Structures and Commentary. 4. ASTM International (ASTM): a. A615, Standard Specification for Deformed and Plain Carbon -Steel Bars for Concrete Reinforcement. b. C857, Standard Practice for Minimum Structural Design Loading for Underground Precast Concrete Utility Structures c. C858, Standard Specification for Underground Precast Concrete Utility Structures CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 330516-2 CONCRETE WATER VAULTS Page 2 of 5 d. C891, Standard Practice for Installation of Underground Precast Concrete Utility Structures. e. C923, Standard Specification for Resilient Connectors Between Reinforced Concrete Manholes Structures, Pipes, and Laterals. 5. Occupational Safety and Health Administration (OSHA) a. 1910.23, Guarding Floor and Wall Openings and Holes 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS A. Product Data 1. Precast Concrete Vault 2. Connection materials 3. Pipe connections at vault walls 4. Stubs and stub plugs 5. Grade ring 6. Ladder 7. External coating material 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. Meet the requirements of ACI 318. 1.10 DELIVERY, STORAGE, AND HANDLING A. Deliver vault or panels (units) to project site in such quantity to assure continuity of installation. B. Store units at the project site in a manner which prevents cracking, distortion, staining or other physical damage. C. Lift units by designed lifting points or supports. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY A. Manufacturer Warranty 1. Manufacturer's Warranty shall be in accordance with Division 1. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 330516-3 CONCRETE WATER VAULTS Page 3 of 5 PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS A. Manufacturers 1. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section 01 60 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. B. Performance / Design Criteria 1. Vault a. Vault dimensions per the Drawings b. Opening per the Drawings c. Incorporate a sump into the base or floor of the vault. 1) Avoid conflicts with piping. 2) Do not locate directly under the access location if applicable. d. Place floor on a minimum 2 percent slope towards the sump. 2. Water Pipe Penetrations a. Use adjustable -linked rubber seal devices or grout, as shown in Drawings, to provide seals around pipe penetrations. 3. Vault Access a. Cover / Door 1) For non -traffic areas — non H-20 loading 30-inch x 36-inch steel single leaf door, Bilco Type J model or approved equal 2) For traffic areas — 32-inch hinged ductile iron frame and cover or as shown in manhole lid assembly in Drawings 3) With steel door, provide an automatic hold -open arm with release handle and locking device. 4) Provide Bilco type fall protection grating under aluminum door that meets OSHA 29 CFR 1910.23 requirements or approved equal. 5) Incorporate a drain gutter with an outlet routed to the exterior of the vault lid. b. Ladder 1) Provide aluminum ladder by Heron Industries or approved equal. 2) Provide ladder to dimensions shown on Drawings. C. Materials 1. Concrete for utility construction — Conform to Section 03 30 00. 2. Frame and Cover — Conform to Section 33 05 13. 3. Grade Ring — Conform to Section 33 05 13 and ASTM C 478. 4. Reinforcing Steel — Conform to Section 03 30 00. 5. Sewer Pipe Connections — Conform to ASTM C923 or ASTM C1628. 6. Adjustable -linked rubber seal devices a. Manufactured by Link -Seal or approved equal 7. Interior Coating or Liner— Conform to Section 33 39 60. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 330516-4 CONCRETE WATER VAULTS Page 4 of 5 8. Exterior Coating a. Coal Tar Bitumastic for below grade damp proofing b. Dry film thickness (DFT) no less than 12 mils and no greater than 30 mils c. Solids content is 68 percent by volume f 2 percent. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION A. Evaluation and Assessment 1. Verify lines and grades are in accordance to the Drawings. 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Vault a. Perform installation in accordance to ASTM C891. b. Construct vault to dimensions shown on Drawings. c. Precast Sections 1) Clean bell spigot and gaskets a) Lubricate and join 2) Minimize number of segments. d. Vault Base 1) Place vault base on 6-inch minimum base of compacted crushed rock (per Section 33 05 10) over undisturbed soils and grade level to elevation shown on the Drawings. 2. Water Pipe Penetrations a. Install adjustable -linked rubber seal devices around pipe penetrations in accordance with the manufacturer's recommendation. 3. Modifications and pipe penetrations into vaults shall conform to Section 03 80 00. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 330516-5 CONCRETE WATER VAULTS 3.12 PROTECTION [NOT USED] Page 5 of 5 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 2.2.B.3 — Modified vault hatch door and ladder requirements 2.2.C.6 — Modified rubber seal requirements CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 33 0517 CONCRETE COLLARS 33 05 17 -1 CONCRETE COLLARS Page 1 of 5 A. Section Includes: 6 1. Concrete Collars for Manholes 7 2. Concrete Collars for Valves 8 3. These Items are intended for use in asphalt streets and unimproved areas— not for 9 use in concrete streets. 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 14 Contract 15 2. Division 1— General Requirements 16 3. Section 03 30 00 — Cast -In -Place Concrete 17 4. Section 03 80 00 — Modifications to Existing Concrete Structures 18 5. Section 33 05 13 — Frame, Cover, and Grade Rings 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A- Measurement and Payment 21 1. Manhole 22 a. Measurement 23 1) Measurement for this Item shall be per each. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item shall be paid for at the unit price bid per each "Concrete Collar for 27 Manhole" installed. 28 c. The price bid will include: 29 1) Concrete Collar 30 2) Exc avation 31 3) Forms 32 4) Reinforcing steel (if required) 33 5) Concrete 34 6) Backfill 35 7) Pavement removal 36 8) Hauling 37 9) Disposal of excess material 38 10) Placement and compaction of backfill 39 11) Clean-up 40 12) Additional pavement around perimeter of concrete collar as required for 41 rim adjustment on existing manhole. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 11, 2022 Eaton High School Stadium Addition CPN 106072 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 33 05 17 -2 CONCRETE COLLARS Page 2 of 4 2. Valve a. Measurement 1) Measurement for this Item shallbe per each. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Concrete Collar for Valve" installed. c. The price bid will include: 1) Concrete Collar 2) Excavation 3) Forms 4) Reinforcing steel (if required) 5) Concrete 6) Backfill 7) Pavement removal 8) Hauling 9) Disposal of excess material 10) Placement and compaction of backfill 11) Clean-up 12) Additional pavement around perimeter of concrete collar as required for rim adjustment on existing manhole. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 33 05 17 - 3 CONCRETE COLLARS Page 3 of 4 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. ASTM International (ASTM): 7 a. D4258, Standard Practice for Surface Cleaning Concrete for Coating. 8 b. D4259, Standard Practice for Abrading Concrete. 9 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 10 1.5 SUBMITTALS [NOT USED] 11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 12 1.7 CLOSEOUT SUBMITTALS [NOT USED] 13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14 1.9 QUALITY ASSURANCE [NOT USED] 15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16 1.11 FIELD [SITE] CONDITIONS [NOT USED] 17 1.12 WARRANTY [NOT USED] 18 PART 2 - PRODUCTS 19 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 20 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS 21 A. Materials 22 1. Concrete— Conform to Section 03 30 00. 23 2. Reinforcing Steel— Conform to Section 03 2100. 24 3. Frame and Cover— Conform to Section 33 05 13. 25 4. Grade Ring —Conform to Section 33 05 13. 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 31 A. Evaluation and Assessment 32 1. Verify lines and grades are in accordance to the Drawings. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 11, 2022 Eaton High School Stadium Addition CPN 106072 1 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 33 05 17 -4 CONCRETE COLLARS Page 4 of 4 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Final Rim Elevation 1. Install concrete grade rings for height adjustment. a. Construct grade ring on load bearing shoulder of manhole. b. Use sealant between rings as shown on Drawings. c. Sono Tube or approved equivalent maybe used to perform the adjustment as substitute for grade rings. 2. Set frame on top of manhole or grade rings using continuous water sealant o clean smooth surface (when Sono tube is used in lieu of grade rings, sealant is not required). 3. Remove debris, stones and dirt to ensure a watertight seal. 4. Do not use steel shims, wood, stones or other unspecified material to obtain the final surface elevation of the manhole frame. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revis ion Log DATE NAME SUMMARYOF CHANGE 12/20/2012 D. Johnson 1.1.A.2 —Blue text added to clarify where concrete collars are to be installed. 3/11/2022 M Owen Added measurement and payment for"Concrete Collar for Valve" and provided option to use Sono tube or approved equal product in lieu of grade rings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 330530-1 LOCATION OF EXISTING UTILITIES SECTION 33 05 30 LOCATION OF EXISTING UTILITIES PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 4 1. Locating and verifying the location and elevation of the existing underground utilities that may conflict with a facility proposed for construction by use of a. Exploratory Excavation b. Vacuum Excavation B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1— General Requirements 3. Section 33 05 10 —Utility Trench Excavation, Embedment and Backfill 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Exploratory Excavation of Existing Utilities a. Measurement 1) Measurement for this Item shall be per each excavation performed as identified in the Drawings, or as directed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per each `Exploratory Excavation for Existing Utilities" specified. c. The price bid shall include: 1) Grade survey 2) Pavement removal 3) Excavation 4) Utility Location 5) Hauling 6) Disposal of excess material 7) Furnishing, placing and compaction of embedment 8) Furnishing, placing and compaction of backfill 9) Clean-up 10) Surface restoration 2. Vacuum Excavation of Existing Utilities a. Measurement 1) Measurement for this Item shall be per each excavation performed as identified in the Drawings, or as directed. b. Payment CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 330530-2 LOCATION OF EXISTING UTILITIES Page 2 of 4 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement' will be paid for at the unit price bid per each "Vacuum Excavation" specified. c. The price bid shall include: 1) Grade survey 2) Pavement removal 3) Vacuum Excavation 4) Utility Location 5) Hauling 6) Disposal of excess material 7) Furnishing, placing and compaction of embedment 8) Furnishing, placing and compaction of backfill 9) Clean-up 10) Surface restoration 1.3 REFERENCES A. Definitions 1. Exploratory Excavation: Previously called "D-Hole" within the City, a method used to locate existing underground utility as shown on the plans through the use of standard excavation equipment. 2. Vacuum Excavation: Method used to locate existing underground utility as shown on the plans through the use of geophysical prospecting equipment such as vacuum excavation. B. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Society of Civil Engineers (ASCE) a. ASCE Publication Cl/ASCE 38 (Standard Guideline for the Collection and Depiction of Existing Subsurface Utility Data) 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Coordinate with City Inspector at least 48 hours prior to commencing on site for Exploratory Excavation of Existing Utilities. 2. Coordinate location of all other existing utilities within vicinity of excavation prior to commencing Exploratory Excavation. 3. Coordinate staking of Exploratory Excavations with City at least 1 week prior to commencement. B. Sequencing Exploratory Excavations shall be conducted prior to the construction of the entire project. C. Scheduling 1. For critical utility locations, the City may choose to be present during excavation. 2. Alter schedule for Exploratory Excavation of Existing Utilities to accommodate City personnel. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072I Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 330530-3 LOCATION OF EXISTING UTILITIES Page 3 of 4 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS A. Report of Utility Location 1. Horizontal location of utility as surveyed 2. Vertical elevation of utility as surveyed a. Top of utility b. Spring line of utility c. Existing ground 3. Material type, diameter and description of the condition of existing utility 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION A. Verification of Conditions 1. Verify location of existing utilities in accordance with the General Requirements, the General Notes and the Drawings. 3.3 PREPARATION A. Coordinate with City Survey, if applicable. 3.4 INSTALLATION A. Exploratory Excavation 1. Verify location of existing utility at location denoted on the Drawings, or as directed by the City. a. Expose utility to spring line, as necessary. b. Excavate and Backfill Trench for the Exploratory Excavation in accordance with Section 33 05 10. B. Vacuum Excavation 1. Verify location of existing utility at location denoted on the Drawings, or as directed by the City. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 330530-4 LOCATION OF EXISTING UTILITIES Page 4 of 4 2. Designate the horizontal position of the existing underground utilities that are to be located using geophysical prospecting equipment. a. Acquire record documentation from and coordinate with utility companies, as necessary to locate utility. 3. Perform excavation in general accordance with the recommended practices and procedures described in ASCE Publication CUASCE 38. C. Upon completion of the utility locating, submit a report of the findings. D. If location of utility is in conflict with the Drawings, notify the City Project Manager for appropriate design modifications. E. Place embedment and backfill in accordance with Section 33 05 10. F. Once necessary data is obtained, immediately restore surface to existing conditions to: 1. Obtain a safe and proper driving surface, if applicable 2. Ensure the safety of the general public 3. The satisfaction of the City �G��9046XI1MA9D131111 01130 1►`1111I111.3:4 1 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE Title- Exploratory Excavation of Utilities changed to Location of Existing Utilities 12/20/2012 D. Johnson 1.2 — Added Measurement of Payment for Vacuum Excavation 1.3 — Added Definitions 3.4 — Added requirements for Vacuum Excavation CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 33 11 11 DUCTILE IRON FITTINGS 33 1111 -1 DUCTILE IRON FITTINGS Page I of 13 5 A- Section Includes: 6 1. Ductile Iron Fittings 3-inch through 64-inch for potable water, wastewater, and 7 other liquids for use with Ductile Iron Pipe and Polyvinyl Chloride (PVC) Pipe 8 2. All mechanical joint fittings shall be mechanically restrained using restrained 9 wedge type retainer glands. 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 14 Contract 15 2. Division 1— General Requirements 16 3. Section 03 30 00 — Cast -in -Place Concrete 17 4. Section 33 04 10 — Joint Bonding and Electrical Isolation 18 5. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 19 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 20 7. Section 33 1105 — Bolts, Nuts, and Gaskets 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Measurement and Payment 23 1. Ductile Iron Water Fittings with Restraint 24 a. Measurement 25 1) Shall be per ton of fittings supplied 26 2) Fittings weights are the sum of the various types of fittings multiplied by 27 the weight per fitting as listed in AWWA/ANSI C153/A21.53. 28 3) The fitting weights listed in AWWA/ANSI C110/A21.10 are only allowed 29 for specials where an AWWA/ANSI C153/A21.53 is not available, or if the 30 Drawings specifically call for an AWWA/ANSI C110/A21.10 fittings. 31 4) If the Contractor chooses to supply AWWA/ANSI C110/A21.10 (full 32 body) Ductile Iron Fittings in lieu of AWWA/ANSI C153/A21.53 33 (compact) Ductile Iron Fittings at his convenience, then the weight shall be 34 measured in accordance with AWWA/ANSI C153/A21.53. 35 b. Payment 36 1) The work performed and materials furnished in accordance with this Item 37 and measured as provided under "Measurement" will be paid for at the unit 38 price bid per ton of "Ductile Iron Water Fittings with Restraint'. 39 c. The price bid shall include: 40 1) Furnishing and installing Ductile Iron Water Fittings as specified by the 41 Drawings CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised September 20, 2017 Eaton High School Stadium Addition CPN 106072 33 1111 -2 DUCTILE IRON FITTINGS 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 39 40 41 42 43 44 45 46 47 Page 2 of 13 2) Polyethylene encasement 3) Lining 4) Pavement removal 5) Excavation 6) Hauling 7) Disposal of excess material 8) Furnishing and installing bolts, nuts, and restraints 9) Furnishing, placement and compaction of embedment 10) Furnishing, placement and compaction of backfill 11) Trench water stops 12) Clean-up 13) Cleaning 14) Disinfection 15) Testing 2. Ductile Iron Sewer Fittings a. Measurement 1) Shall be per ton of fittings supplied 2) Fittings weights are the sum of the various types of fittings multiplied by the weight per fitting as listed in AWWA/ANSI C153/A21.53. 3) The fitting weights listed in AWWA/ANSI CI 10/A21.10 are only allowed for specials where an AWWA/ANSI C153/A21.53 is not available, or if the Drawings specifically call for an AWWA/ANSI C110/A21.10 fittings. 4) If the Contractor chooses to supply AWWA/ANSI C110/A21.10 (full body) Ductile Iron Fittings in lieu of AWWA/ANSI C153/A21.53 (compact) Ductile Iron Fittings at his convenience, then the weight shallbe measured in accordance with AWWA/ANSI C153/A21.53. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per ton of "Ductile Iron Sewer Fittings". c. The price bid shall include: 1) Furnishing and installing Ductile Iron Water Fittings as specified by the Drawings 2) Epoxy Coating 3) Polyethylene encasement 4) Lining 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess material 9) Furnishing and installing bolts, nuts, and restraints 10) Furnishing, placement and compaction of embedment 11) Furnishing, placement and compaction of backfill 12) Clean-up 13) Cleaning 14) Disinfection 15) Testing CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2017 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 33 1111 -3 DUCTILE IRON FITTINGS Page 3 of 13 1.3 REFERENCES 2 A. Definitions 3 1. Gland or Follower Gland 4 a. Non -restrained, mechanical joint fitting 5 2. Retainer Gland 6 a. Mechanically restrained mechanical joint fitting, consisting of multiple 7 gripping wedges incorporated into a follower gland meeting the applicable 8 requirements of ANSI/AWWA C110/A21.10. 9 B. Reference Standards 10 1. Reference standards cited in this Specification refer to the current reference 11 standard published at the time of the latest revision date logged at the end of this 12 Specification, unless a date is specifically cited. 13 2. American Society of Mechanical Engineers (ASME): 14 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). 15 3. ASTM International (ASTM): 16 a. Al93, Standard Specification for Alloy -Steel and Stainless Steel Bolting for 17 High Temperature or High Pressure Service and Other Special Purpose 18 Applications 19 b. Al94, Specification for Carbon and Alloy Steel Nuts for Bolts for High 20 Pressure or High Temperature Service, or Both 21 c. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. 22 d. A674, Standard Practice for Polyethylene Encasement for Ductile Iron Pipe for 23 Water or Other Liquids. 24 e. 13117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 25 4. American Water Works Association (AWWA): 26 a. C203, Coal -Tar Protective Coatings and Linings for Steel Water Pipelines - 27 Enamel and Tape - Hot Applied. 28 b. C600, Installation of Ductile -Iron Water Mains and their Appurtenances. 29 c. M41, Ductile -Iron Pipe and Fittings. 30 5. American Water Works Association/American National Standards Institute 31 (AWWA/ANSI): 32 a. CI04/A21.4, Cement —Mortar Lining for Ductile -Iron Pipe and Fittings. 33 b. C105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. 34 c. C110/A21.10, Ductile -Iron and Gray -Iron Fittings. 35 d. C111/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. 36 e. C115/A21.15, Flanged Ductile -Iron Pipe with Ductile -Iron or Gray -Iron 37 Threaded Flanges. 38 f. C15l/A21.51, Ductile -Iron Pipe, Centrifugally Cast, for Water. 39 g. C153/A21.53, Ductile -Iron Compact Fittings for Water Service. 40 6. NSF International (NSF): 41 a. 61, Drinking Water System Components -Health Effects. 42 7. Society for Protective Coatings (SSPC): 43 a. PA 2, Measurement of Dry Coating Thickness with Magnetic Gages. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2017 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 33 1111 -4 DUCTILE IRON FITTINGS Page 4 of 13 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS 3 A. Submittals shall be in accordance with Section 0133 00. 4 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 5 specials. 6 1.6 ACTION SUBMITTALS / INFORMATIONAL SUBMITTALS 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 39 40 41 42 43 44 A. Product Data 1. Ductile Iron Fittings a. Pressure class b. Interior lining c. Joint types 2. Polyethylene encasement and tape a. Planned method of installation b. Whether the film is linear low density or high density cross linked polyethylene c. The thickness of the film provided 3. The interior lining, if it is other than cement mortar lining in accordance with AWWA/ANSI C104/A21.4 a. Material b. Application recommendations c. Field touch-up procedures 4. Thrust Restraint a. Retainer glands b. Thrust harnesses c. Any other means 5. Gaskets a. Provide Gaskets in accordance with Section 33 1105. 6. Isolation Flanges a. Flanges required by the drawings to be Isolation Flanges shall conform to Section 33 04 10. 7. Bolts and Nuts a. Mechanical Joints 1) Provide bolts and nuts in accordance with Section 33 1105. b. Flanged Ends 1) Meet requirements ofAWWA C115. a) Provide bolts and nuts in accordance with Section 33 1105. 8. Flange Coatings a. Connections to Steel Flanges 1) Buried connections with Steel Flanges shall be coated with a Petrolatum Tape System in accordance with Section 33 1105. B. Certificates 1. The manufacturer shall furnish an affidavit certifying that all Ductile Iron Fittings meet the provisions of this Section and meet the requirements of AWWA/ANSI C110/A21.10 or AWWA/ANSI C153/A21.53. 2. Furnish a certificate stating that buried bolts and nuts conform to ASTM 13117. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised September 20, 2017 Eaton High School Stadium Addition CPN 106072 33 1111 -5 DUCTILE IRON FITTINGS Page 5 of 13 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE 4 A. Qualific ations 5 1. Manufacturers 6 a. Fittings manufacturing operations (fittings, lining, and coatings) shall be 7 performed under the control of the manufacturer. 8 b. Ductile Iron Fittings shall be manufactured in accordance with AWWA/ANSI 9 C110/A21.10 or AWWA/ANSI C153/A21.53. 10 1) Perform quality control tests and maintain the results as outlined in these 11 standards to assure compliance. 12 B. Preconstruction Testing 13 1. The City may, at its own cost, subject random fittings for destructive testing by an 14 independent laboratory for compliance with this Specification. 15 a. The compliance test shall be performed in the United States. 16 b. Any visible defects or failure to meet the quality standards herein will be 17 grounds for rejecting the entire order. 18 1.10 DELIVERY, STORAGE, AND HANDLING 19 A- Storage and Handling Requirements 20 1. Store and handle in accordance with the guidelines as stated in AWWA M41. 21 2. Secure and maintain a location to store the material in accordance with Section 01 22 6600. 23 1.11 FIELD [SITE] CONDITIONS [NOT USED] 24 1.12 WARRANTY [NOT USED] 25 PART 2 - PRODUCTS 26 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 27 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 28 A. Manufacturers 29 1. Only the manufacturers as listed on the City's Standard Products List will be 30 considered as shown in Section 0160 00. 31 a. The manufacturer must comply with this Specification and related Sections. 32 2. Any product that is not listed on the Standard Products List is considered a 33 substitution and shall be submitted in accordance with Section 0125 00. 34 B. Ductile Iron Fittings 35 1. Ductile Iron Fittings shall be in accordance with AWWA/ANSI C110/A21.10, 36 AWWA/ANSI C153/A21.53. 37 2. All fittings for potable water service shall meet the requirements of NSF 61. 38 3. Ductile Iron Fittings, at a minimum, shall meet or exceed the pressures classes of 39 the pipe which the fitting is connected, unless specifically indicated in the 40 Drawings. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised September 20, 2017 Eaton High School Stadium Addition CPN 106072 33 1111 -6 DUCTILE IRON FITTINGS H 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 39 40 41 42 43 44 45 46 47 48 Page 6 of 13 4. Fittings Markings a. Meet the minimum requirements of AWWA/ANSI C151/A21.5I. b. Minimum markings shall include: 1) "DI" or "Ductile" cast or metal stamped on each fitting 2) Applicable AWWA/ANSI standard for that the fitting 3) Pressure rating 4) Number of degrees for all bends 5) Nominal diameter of the openings 6) Year and country fitting was cast 7) Manufacturer's mark 5. Joints a. Mechanical Joints with mechanical restraint 1) Comply withAWWA/ANSI C111/A21.11 and applicable parts of ANSI/AWWA C110/A21.10. 2) The retainer gland shall have the following working pressure ratings based on size and type of pipe: a) Ductile Iron Pipe (1) 3-inch —16-inch, 350 psi (2) 18-inch — 48-inch, 250 psi b) PVC C900 and C905 (1) 3-inch-12-inch, 305psi (2) 14-inch-16-inch, 235psi (3) 18-inch — 20-inch, 200psi (4) 24-inch — 30 —inch 165psi c) Ratings are for water pressure and must include a minimum safety factor of 2 to 1 in all sizes 3) Retainer glands shall have specific designs for Ductile Iron and PVC and it should be easy to differentiate between the 2. 4) Gland body, wedges and wedge actuating components shall be cast from grade 65-45-12 ductile iron material in accordance with ASTM A536. 5) Mechanical joint restraint shall require conventional tools and installation procedures per AWWA C600, while retaining full mechanical joint deflection during assembly as well as allowing joint deflection after assembly. 6) Proper actuation of the gripping wedges shall be ensured with torque limiting twist off nuts. 7) A minimum of 6 wedges shall be required for 8 inch diameter PVC pipe. b. Push -On, Restrained Joints 1) Restraining Push -on joints by means of a special gasket a) Only those products that are listed in 01 60 00 b) The working pressure rating of the restrained gasket must exceed the test pressure of the pipe line to be installed. c) Approved for use of restraining Ductile Iron Pipe in casing with a carrier pipe of 4-inches to 12-inches d) Otherwise only approved if specially listed on the drawings 2) Push -on Restrained Joint bell and spigot a) Only those products list in the standard products list will be allowed for the size listed in the standard products list per Section 01 60 00 CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised September 20, 2017 Eaton High School Stadium Addition CPN 106072 33 1111 -7 DUCTILE IRON FITTINGS Page 7 of 13 1 b) Pressure rating shall exceed the working and test pressure of the pipe 2 line 3 c. Flanged Joints 4 1) AWWA/ANSI C115/A21.15, ASME B16.1, Class 125 5 2) Flange bolt circles and bolt holes shall match those of ASME B16.1, Class 6 125. 7 3) Field fabricated flanges are prohibited. 8 6. Gaskets 9 a. Provide Gaskets in accordance with Section 33 1105. 10 7. Isolation Flanges 11 a. Flanges required by the drawings to be Isolation Flanges shall conform to 12 Section 33 04 10. 13 8. Bolts and Nuts 14 a. Mechanical Joints 15 1) Provide bolts and nuts in accordance with Section 33 1105. 16 b. Flanged Ends 17 1) Meet requirements ofAWWA C115. 18 a) Provide bolts and nuts in accordance with Section 33 1105. 19 9. Flange Coatings 20 a. Connections to Steel Flanges 21 1) Buried connections with Steel Flanges shall be coated with aPetrolatum 22 Tape System in accordance with Section 33 1105. 23 10. Ductile Iron Fitting Exterior Coatings 24 a. All Ductile Iron Fittings shall have an asphaltic coating, minimum of 1 mil 25 thick, on the exterior, unless otherwise specified in the Contract Documents. 26 11. Polyethylene Encasement 27 a. All buried Ductile Iron Fittings shall be polyethylene encased. 28 b. Only manufacturers listed in the City's Standard Products List as shown in 29 Section 0160 00 will be considered acceptable. 30 c. Use only virgin polyethylene material. 31 d. Encasement for buried fittings shall be 8 mil linear low density (LLD) 32 polyethylene conforming to AWWA/ANSI C105/A21.5 or 4 mil high density 33 cross -laminated (HDCL) polyethylene encasement conforming to conforming 34 to AWWA/ANSI C105/A21.5 and ASTMA674. 35 e. Marking: At a minimum of every 2 feet along its length, the mark the 36 polyethylene film with the following information: 37 1) Manufacturer's name or trademark 38 2) Year of manufacturer 39 3) AWWA/ANSI C105/A21.5 40 4) Minimum film thickness and material type 41 5) Applicable range of nominal diameter sizes 42 6) Warning — Corrosion Protection — Repair Any Damage 43 f. Special Markings/Colors 44 1) Reclaimed Water, perform one of the following: 45 a) Label polyethylene encasement with "RECLAIMED WATER", 46 b) Provide purple polyethylene in accordance with the American Public 47 Works Association Uniform Color Code; or CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised September 20, 2017 Eaton High School Stadium Addition CPN 106072 33 1111 -8 DUCTILE IRON FITTINGS Page 8 of 13 1 c) Attach purple reclaimed water marker tape to the polyethylene wrap. 2 2) Wastewater, perform one of the following: 3 a) Label polyethylene encasement with "WASTEWATER"; 4 b) Provide green polyethylene in accordance with the American Public 5 Works Association Uniform Color Code; or 6 c) Attach green sanitary sewer marker tape to the polyethylene wrap. 7 g. Minimum widths 8 Polyethylene Tube and Sheet Sizes for Push -On Joint Fittings Nominal Fittings Diameter (inches) Mn. Width — Flat Tube (inches) Mn. Width — Sheet (inches) 3 14 28 4 14 28 6 16 32 8 20 40 10 24 48 12 27 54 14 30 60 16 34 68 18 37 74 20 41 82 24 54 108 30 67 134 36 81 162 42 81 162 48 95 190 54 108 216 60 108 216 64 121 242 9 12. Ductile Iron Fittings Interior Lining 10 a. Cement Mortar Lining 11 1) Ductile Iron Fittings for potable water shall have a cement mortar lining in 12 accordance with AWWA/ANSI C104/A21.4 and be acceptable according to 13 NSF 61. 14 b. Ceramic Epoxy or Epoxy Linings 15 1) Ductile Iron Fittings for use in wastewater applications shall be lined with 16 a Ceramic Epoxy or Epoxy lining as designated in the Standard Products 17 List as shown in Section 0160 00. 18 2) Apply lining at a minimum of 40 mils DFT 19 3) Due to the tolerances involved, the gasket area and spigot end up to 6 20 inches back from the end of the spigot end must be coated with 6 mils 21 nominal, 10 mils maximum using a Joint Compound as supplied by the 22 manufacturer. 23 a) Apply the joint compound by brush to ensure coverage. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2017 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 33 1111 -9 DUCTILE IRON FITTINGS Page 9 of 13 1 b) Care should betaken that the joint compound is smooth without excess 2 buildup in the gasket seat or on the spigot ends. 3 c) Coat the gasket seat and spigot ends after the application of the lining. 4 4) Surface preparation shall be in accordance with the manufacturer's 5 recommendations. 6 5) Check thickness using a magnetic film thickness gauge in accordance with 7 the method outlined in SSPC PA 2. 8 6) Test the interior lining of all fittings for pinholes with a non-destructive 9 2,500 volt test. 10 a) Repair any defects prior to shipment. 11 7) Mark each fitting with the date of application of the lining system along 12 with its numerical sequence of application on that date and records 13 maintained by the applicator of his work. 14 8) For all Ductile Iron Fittings in wastewater service where the fitting has 15 been cut, coat the exposed surface with the touch-up material as 16 recommended by the manufacturer. 17 a) The touch-up material and the lining shall be of the same manufacturer. 18 2.3 ACCESSORIES [NOT USED] 19 2.4 SOURCE QUALITY CONTROL [NOT USED] 20 PART 3 - EXECUTION 21 3.1 INSTALLERS [NOT USED] 22 3.2 EXAMINATION [NOT USED] 23 3.3 PREPARATION [NOT USED] 24 3.4 INSTALLATION 25 A. General 26 1. Install fittings, specials and appurtenances as specified herein, as specified in 27 AWWA C600, AWWA M41, and in accordance with the fittings manufacturer's 28 recommendations. 29 2. Lay fittings to the lines and grades as indicated in the Drawings. 30 3. Excavate and backfill trenches in accordance with 33 05 10. 31 4. Embed Ductile Iron Fittings in accordance with 33 05 10. 32 B. Joint Making 33 1. Mechanical Joints with required mechanical restraint 34 a. All mechanical joints require mechanical restraint. 35 b. Bolt the retainer gland into compression against the gasket, with the bolts 36 tightened down evenly then cross torquedin accordance with AWWAC600. 37 c. Overstressing of bolts to compensate for poor installation practice will not be 38 permitted. 39 2. Push -on Joints (restrained) 40 a. All push -on joints shall be restrained push -on type. 41 b. Install Push -on joints as defined in AWWA/ANSI C111/A21.11. 42 c. Wipe clean the gasket seat inside the bell of all extraneous matter. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised September 20, 2017 Eaton High School Stadium Addition CPN 106072 33 11 11 -10 DUCTILE IRON FITTINGS Page 10 of 13 1 d. Place the gasket in the bell in the position prescribed by the manufacturer. 2 e. Apply a thin film of non -toxic vegetable soap lubricant to the inside of the 3 gasket and the outside of the spigot prior to entering the spigot into the bell. 4 f. When using a field cut plain end piece of pipe, refinished the field cut and scarf 5 to conform to AWWA M-41. 6 3. Flanged Joints 7 a. Use erection bolts and drift pins to make flanged connections. 8 1) Do not use undue force or restraint on the ends of the fittings. 9 2) Apply even and uniform pressure to the gasket. 10 b. The fitting must be free to move in any direction while bolting. 11 1) Install flange bolts with all bolt heads faced in 1 direction. 12 4. Joint Deflection 13 a. Deflect the pipe only when necessary to avoid obstructions or to meet the lines 14 and grades and shown in the Drawings. 15 b. The deflection of each joint must be in accordance with AWWA C600 Table 3. 16 c. The maximum deflection allowed is 50 percent of that indicated in AWWA 17 C600. 18 d. The manufacturer's recommendation may be used with the approval of the 19 Engineer. 20 C. Polyethylene Encasement Installation 21 1. Preparation 22 a. Remove all lumps of clay, mud, cinders, etc., on fittings surface prior to 23 installation of polyethylene encasement. 24 1) Prevent soil or embedment material from becoming trapped between 25 fittings and polyethylene. 26 b. Fit polyethylene film to contour of fittings to affect a snug, but not tight encase 27 with minimum space between polyethylene and fittings. 28 1) Provide sufficient slack in contouring to prevent stretching polyethylene 29 where it bridges irregular surfaces such as bell -spigot interfaces, bolted 30 joints or fittings, and to prevent damage to polyethylene due to backfilling 31 operations. 32 2) Secure overlaps and ends with adhesive tape and hold. 33 c. For installations below water table and/or in areas subject to tidal actions, seal 34 both ends of polyethylene tube with adhesive tape at joint overlap. 35 2. Tubular Type (Method A) 36 a. Cut polyethylene tube to length approximately 2 feet longer than fittings 37 section. 38 b. Slip tube around fittings, centering it to provide 1 foot overlap on each adjacent 39 pipe section and bunching it accordion -fashion lengthwise until it clears fittings 40 ends. 41 c. Lower fittings into trench with preceding section of pipe. 42 d. Make shallow bell hole at joints to facilitate installation of polyethylene tube. 43 e. After assembling fittings make overlap of polyethylene tube, pull bunched 44 polyethylene from preceding length of pipe, slip it over end of the fitting and 45 wrap until it overlaps joint at end of preceding length of pipe. 46 f. Secure overlap in place. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2017 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 33 11 11 -11 DUCTILE IRON FITTINGS Page 11 of 13 1 g. Take up slack width at top of fitting to make a snug, but not tight, fit along 2 barrel of fitting, securing fold at quarter points. 3 h. Repair cuts, tears, punctures or other damage to polyethylene. 4 i. Proceed with installation of next fitting in same manner. 5 3. Tubular Type (Method B) 6 a. Cut polyethylene tube to length approximately 1 foot shorter than fitting 7 section. 8 b 9 10 c 11 12 13 14 15 16 e. Slip tube around fitting, centering it to provide 6 inches of bare fitting at each end. Take up slack width at top of fitting to make a snug, but not tight, fit along barrel of fitting, securing fold at quarter points; secure ends. Before making up joint, slip 3-foot length of polyethylene tube over end of proceeding pipe section, bunching it accordion -fashion lengthwise. After completing joint, pull 3-foot length of polyethylene over joint, overlapping polyethylene previously installed on each adjacent section of pipe by at least 1 foot; make each end snug and secure. 17 4. Sheet Type 18 a. Cut polyethylene sheet to a length approximately 2 feet longer than piece 19 section. 20 b. Center length to provide 1-foot overlap on each fitting, bunching it until it 21 clears the fitting ends. 22 c. Wrap polyethylene around fitting so that it circumferentially overlaps top 23 quadrant of fitting. 24 d. Secure cut edge of polyethylene sheet at intervals of approximately 3 feet. 25 e. Lower wrapped fitting into trench with preceding section of pipe. 26 f. Make shallow bell hole at joints to facilitate installation of polyethylene. 27 g. After completing joint, make overlap and secure ends. 28 h. Repair cuts, tears, punctures or other damage to polyethylene. 29 i. Proceed with installation of fittings in same manner. 30 5. Pipe -Shaped Appurtenances 31 a. Cover bends, reducers, offsets, and other pipe -shaped appurtenances with 32 polyethylene in same manner as pipe and fittings. 33 6. Odd -Shaped Appurtenances 34 a. When it is not practical to wrap valves, tees, crosses and other odd -shaped 35 pieces in tube, wrap with flat sheet or split length polyethylene tube by passing 36 sheet under appurtenances and bringing it up around body. 37 b. Make seams by bringing edges together, folding over twice and taping down. 38 c. Tape polyethylene securely in place at the valve stem and at any other 39 penetrations. 40 7. Repairs 41 a. Repair any cuts, tears, punctures or damage to polyethylene with adhesive tape 42 or with short length of polyethylene sheet or cut open tube, wrapped around 43 fitting to cover damaged area, and secure in place. 44 8. Openings in Encasement 45 a. Provide openings for branches, service taps, blow -offs, air valves and similar 46 appurtenances by making an X-shaped cut in polyethylene and temporarily 47 folding back film. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised September 20, 2017 Eaton High School Stadium Addition CPN 106072 33 11 11 -12 DUCTILE IRON FITTINGS Page 12 of 13 1 b. After appurtenance is installed, tape slack securely to appurtenance and repair 2 cut, as well as other damaged area in polyethylene with tape. 3 c. Service taps may also be made directly through polyethylene, with any 4 resulting damaged areas being repaired as described above. 5 9. Junctions between Wrapped and Unwrapped Fittings 6 a. Where polyethylene -wrapped fitting joins an adjacent pipe that is not wrapped, 7 extend polyethylene wrap to cover adjacent pipe for distance of at least 3 feet. 8 b. Secure end with circumferential turns of tape. 9 c. Wrap service lines of dissimilar metals with polyethylene or suitable dielectric 10 tape for minimum clear distance of 3 feet away from cast or Ductile Iron 11 Fittings. 12 D. Blocking 13 1. Install concrete blocking in accordance with Section 03 30 00 for all bends, tees, 14 crosses and plugs in the pipe lines as indicated in the Drawings. 15 2. Place the concrete blocking so as to rest against firm undisturbed trench walls, 16 normal to the thrust. 17 3. The supporting area for each block shall be at least as great as that indicated on the 18 Drawings and shall be sufficient to withstand the thrust, including water hammer, 19 which may develop. 20 4. Each block shall rest on a firm, undisturbed foundation or trench bottom. 21 5. If the Contractor encounters soil that appears to be different than that which was 22 used to calculate the blocking according to the Drawings, the Contractor shall 23 notify the Engineer prior to the installation of the blocking. 24 3.5 REPAIR/RESTORATION 25 A. Patching 26 1. Excessive field -patching is not permitted of lining or coating. 27 2. Patching of lining or coating will be allowed where area to be repaired does not 28 exceed 100 square inches and has no dimensions greater than 12 inches. 29 3. In general, there shall not be more than 1 patch on either the lining or the coating of 30 any fitting. 31 4. Wherever necessary to patch the fitting: 32 a. Make patch with cement mortar as previously specified for interior joints. 33 b. Do not install patched fitting until the patch has been properly and adequately 34 cured and approved for laying by the City. 35 c. Promptly remove rejected fittings from the site. 36 3.6 REINSTALLATION [NOT USED] 37 3.7 FIELD [OR] SITE QUALITY CONTROL 38 A. Potable Water Mains 39 1. Cleaning, disinfection, hydrostatic testing and bacteriological testing of water mains 40 a. Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water 41 main as specified in Section 33 04 40. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2017 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 33 11 11 -13 DUCTILE IRON FITTINGS Page 13 of 13 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] E:? E 10 D101XII 63 111514111111110 Revision Log DATE NAME SUMMARY OF CHANGE 1.2.A.l.c — Restraints included in price bid 1.2.A.2.c — Restraints included in price bid 1.3 — Added definitions of gland types for clarity 12/20/2012 D. Johnson 2.2•13.5 — Removed unrestrained push -on and mechanical joints 2.2.13.6, 7, 8, and 9 — Added reference to Section 33 05 10 and 33 04 10; removed material specifications for bolts, nuts and gaskets. 3.4 — Requirement for all mechanical and push -on joints to be restrained 3.4.1) — Corrected reference r9/20/2017 W. Norwood 2.2.B.5.a.7 — Added requirement for 6 wedges on MJ Restraint for 8 inch PVC pipe CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised September 20, 2017 Eaton High School Stadium Addition CPN 106072 33 11 12- 1 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 1 of 9 SECTION 33 1112 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Polyvinyl Chloride (PVC) Pressure Pipe 4-inch through 24-inch for potable water, wastewater and reuse applications B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 — General Requirements 3. 33 01 31— Closed Circuit Television (CCTV) Inspection 4. 33 04 40 — Cleaning and Acceptance Testing of Water Mains 5. 33 05 10 — Utility Trench Excavation, Embedment and Backfill 6. 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 7. 33 11 11— Ductile Iron Fittings 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Measured horizontally along the surface from center line to center line of the fitting, manhole, or appurtenance 2. Payment a. The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of "PVC Water Pipe" installed for: 1) Various sizes 2) Various types of backfill 3) With or without restrained joints b. The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of "Sewer Force Main" installed for: 1) Various sizes 3. The price bid shall include: a. Furnishing and installing PVC Pressure Pipe with joints as specified by the Drawings b. Mobilization c. Pavement removal d. Excavation CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised September 9, 2022 Eaton High School Stadium Addition CPN 106072 33 11 12 - 2 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 2 of 9 e. Hauling f. Disposal of excess material g. Furnishing, placement and compaction of embedment h. Furnishing, placement and compaction of backfill i. Trench water stops j. Thrust restraint, if required by Contract Documents k. Gaskets 1. Clean-up in. Cleaning n. Disinfection o. Testing 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Association of State Highway and Transportation Officials (AASHTO). 3. ASTM International (ASTM): a. D 1784, Standard Specification for Rigid Poly (Vinyl -Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds. b. D3139, Standard Specification for Joints for Plastic Pressure Pipes Using Flexible Elastomeric Seals. 4. American Water Works Association (AWWA): a. C600, Installation of Ductile -Iron Water Mains and their Appurtenances. b. C605, Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipes and Fittings for Water. c. C900, Polyvinyl Chloride (PVC) Pressure Pipe, and Fabricated Fittings, 4 IN through 60 IN (100 min thru 1,500 mm). d. M23, PVC Pipe — Design and Installation. e. M41, Ductile -Iron Pipe and Fittings. 5. NSF International (NSF): a. 61, Drinking Water System Components — Health Effects. b. 14, Plastics Piping System Components and Related Materials. 6. Underwriters Laboratories, Inc. (UL). a. UL 1285, UL Standard for Safety Pipe and Couplings, Polyvinyl Chloride (PVC), and Oriented Polyvinyl Chloride (PVCO) for Underground Fire Service. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALS / INFORMATIONAL SUBMITTALS A. Product Data CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised September 9, 2022 Eaton High School Stadium Addition CPN 106072 33 11 12-3 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 3 of 9 For PVC Pressure Pipe that is used for water distribution, wastewater force mains or wastewater gravity mains, including: a. PVC Pressure Pipe b. Manufacturer c. Dimension Ratio d. Joint Types 2. Restraint, if required in Contract Documents a. Retainer glands b. Thrust harnesses c. Any other means of restraint 3. Gaskets B. Shop Drawings: When restrained joints are required, furnish for PVC Pressure Pipe used in the water distribution system or for a wastewater force main for 24-inch and greater diameters, including: 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in Texas including: a. Working pressure b. Surge pressure c. Deflection 2. Provide thrust restraint calculations for all fittings and valves, sealed by a Licensed Professional Engineer in Texas, to verify the restraint lengths shown on the Drawings. 3. Lay schedule / drawing for 24-inch and greater diameters sealed by a Licensed Professional Engineer in Texas including: a. Pipe class b. Joints type c. Fittings d. Stationing e. Transitions f. Joint deflection C. Certificates 1. Furnish an affidavit certifying that all PVC Pressure Pipe meets the provisions of this Section, each run of pipe furnished has met Specifications, all inspections have been made and that all tests have been performed in accordance with AWWA C900. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. Manufacturers a. Finished pipe shall be the product of 1 manufacturer for each size, unless otherwise approved by the City. 1) Change orders, specials, and field changes may be provided by a different manufacturer upon City approval. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised September 9, 2022 Eaton High School Stadium Addition CPN 106072 33 11 12 - 4 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 4 of 9 b. Pipe manufacturing operations shall be performed under the control of the manufacturer. c. All pipe furnished shall be in conformance with AWWA C900. 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store and handle in accordance with the guidelines as stated in AWWA M23. 2. Secure and maintain a location to store the material in accordance with Section 01 6600. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed in the City's Standard Products List will be considered as shown in Section 0160 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. 1. Pipe shall be in accordance with AWWA C900. 2. PVC Pressure Pipe for potable water shall meet the requirements of NSF 61 and NSF 14. 3. Pressure Pipe shall be approved by the UL. 4. Pipe shall have a lay length of 20 feet except for special fittings or closure pieces necessary to comply with the Drawings. 5. The pipe material shall be PVC, meeting the requirements of ASTM D 1784, with a cell classification of 12454. Outside diameters must be equal to those of cast iron and ductile iron pipes. 6. As a minimum the following Dimension Ratio's apply: Diameter (inch)(psi) Min Pressure Class 4 through 12 DR 14 16 through 24 DR 18 7. Pipe Markings a. Meet the minimum requirements of AWWA C900. Minimum pipe markings shall be as follows: 1) Manufacturer's Name or Trademark and production record CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised September 9, 2022 Eaton High School Stadium Addition CPN 106072 33 11 12-5 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 5 of 9 2) Nominal pipe size 3) Dimension Ratio 4) AWWA C900 5) Seal of testing agency that verified the suitability of the pipe C. Pressure and Deflection Design 1. Pipe design shall be based on trench conditions and design pressure class specified in the Drawings. Pipe shall be designed according to the methods indicated in AWWA M23 for trench construction, using the following parameters: a. Unit Weight of Fill (w) = 130 pcf b. Live Load = AASHTO HS 20 c. Trench Depth = 12 feet minimum, or as indicated in Drawings d. Maximum E' = 1,000 max e. Deflection Lag Factor = 1.0 £ Working Pressure (Pw) = 150 psi g. Surge Allowance (PS) = 100 psi minimum h. Test Pressure = 1) No less than 1.25 times the stated working pressure (187 psi minimum) of the pipeline measured at the highest elevation along the test section. 2) No less than 1.5 times the stated working pressure (225 psi minimum) at the lowest elevation of the test section. i. Maximum Calculated Deflection = 3 percent j. Restrained Joint Safety Factor (SF) = 1.5 k. Maximum Joint Deflection = 50 percent of the manufacturer's recommendations. 2. Verify trench depths after existing utilities are located. a. Accommodate vertical alignment changes required because of existing utility or other conflicts by an appropriate change in pipe design depth. b. In no case shall pipe be installed deeper than its design allows. 3. Provisions for Thrust a. Thrusts at bends, tees, plugs or other fittings shall be mechanically restrained, corrosion resistant joints. b. In addition to the mechanical joint restraint required for all bends and fittings, horizontal and vertical bends shall be restrained by concrete thrust blocking and by mechanical joint restraint along the length of the pipe, as recommended by the pipe manufacturer, unless shown otherwise in the design drawings. Inclusion in the plans of dimensions for joint restraint lengths along the pipe, or dimensions for concrete thrust blocking, shall be interpreted to mean the exclusion of the other method of restraint, unless both methods are specifically required in the plans. c. No thrust restraint contribution shall be allowed for the restrained length of pipe within the casing. d. Restrained joints, where required, shall be used for a sufficient distance from each side of the bend, tee, plug, valve, or other fitting to resist thrust which will be developed at the design pressure of the pipe. For the purpose of thrust the following shall apply: 1) Calculate valves as dead ends. 2) Design pressure shall be greater than the pressure class of the pipe or the internal pressure (Pi), whichever is greater. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised September 9, 2022 Eaton High School Stadium Addition CPN 106072 33 11 12-6 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 6 of 9 3) Restrained joints shall consist of approved mechanical restrained or push - on restrained joints as listed in the City's Standard Products List as shown in Section 0160 00. 4) Restrained PVC pipe is not allowed for pipe greater than 12 inches. e. The Pipe Manufacturer shall verify the length of pipe with restrained joints to resist thrust in accordance with the Drawings and the following: 1) Calculate the weight of the earth (We) as the weight of the projected soil prism above the pipe, for unsaturated soil conditions. 2) Soil density = 115 pcf (maximum value to be used), for unsaturated soil conditions 3) In locations where ground water is encountered, reduce the soil density to its buoyant weight for the backfill below the water table. a) Reduce the coefficient of friction to 0.25. 4. Joints a. Joints shall be gasket, bell and spigot and push -on type conforming to ASTM D3139. b. Since each pipe manufacturer has a different design for push -on joints, gaskets shall be part of a complete pipe section and purchased as such. c. Lubricant must be non -toxic and NSF approved for potable water applications. d. Push -On Restrained Joints shall only be as approved in the Standard Products List in Section 01 60 00. 5. Detectable Markers a. Provide detectable markers in accordance with Section 33 05 26. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Install pipe, fittings, specials and appurtenances as specified herein, as specified in AWWA C600, AWWA C605, AWWA M23 and in accordance with the pipe manufacturer's recommendations. 2. Lay pipe to the lines and grades as indicated in the Drawings. 3. Excavate and backfill trenches in accordance with Section 33 05 10. 4. Embed PVC Pressure Pipe in accordance with Section 33 05 10. 5. For installation of carrier pipe within casing, see Section 33 05 24. B. Pipe Handling 1. Haul and distribute pipe and fittings at the project site. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised September 9, 2022 Eaton High School Stadium Addition CPN 106072 33 11 12-7 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 7 of 9 a. Pipe shall be handled and stored in accordance with manufacturer's recommendations. 2. Handle piping with care to avoid damage. a. Inspect each joint of pipe and reject or repair any damaged pipe prior to lowering into the trench. b. Conduit shall be homogenous throughout and free from voids, cracks, inclusions and other defects, and shall be uniform as commercially practicable in color, density and other physical characteristics. c. Use only nylon ropes, slings or other lifting devices that will not damage the surface of the pipe for handling the pipe. 3. At the close of each operating day: a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after the laying operation. b. Effectively seal the open end of the pipe using a gasketed night cap. C. Joint Making 1. Mechanical Joints a. In accordance with Section 33 11 11. 2. Push -on Joints a. Install Push -On joints as defined in AWWA C900. b. Wipe clean the gasket seat inside the bell of all extraneous matter. c. Place the gasket in the bell in the position prescribed by the manufacturer. d. Apply a thin film of non -toxic vegetable soap lubricant to the inside of the gasket and the outside of the spigot prior to entering the spigot into the bell. e. When using a field cut plain end piece of pipe, refinish the field cut to conform to AWWA C605. 3. Joint Deflection a. Deflect the pipe only when necessary to avoid obstructions, or to meet the lines and grades shown in the Drawings. b. Joint deflection shall not exceed 50 percent of the manufacturer's recommendation. D. Detectable Metallic Tape Installation 1. See Section 33 05 26. 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL A. Potable Water Mains 1. Cleaning, disinfection, hydrostatic testing, and bacteriological testing of water mains: a. Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water main as specified in Section 33 04 40. B. Wastewater Lines 1. Closed Circuit Television (CCTV) Inspection a. Provide a Post -CCTV Inspection in accordance with Section 33 0131. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised September 9, 2022 Eaton High School Stadium Addition CPN 106072 33 11 12-8 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 8 of 9 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised September 9, 2022 Eaton High School Stadium Addition CPN 106072 33 11 12-9 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 9 of 9 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 2.2.C.1 and 3.4.C.3 — revised maximum joint deflection requirements 3.4.C.1 — Added reference to Ductile Iron Fittings 12/20/2012 D. Johnson 3.4.1) — Removed Marker Balls 1.1 Modified acceptable range for specification from up to 24-inch to up to 36-inch Change Section 2.2 B. 5. from "The pipe material shall be PVC, meeting the 4/1/2013 F. Griffin requirements of ASTM D1784, with a cell classification of 12454-B." to "The pipe material shall be PVC, meeting the requirements of ASTM D1784, with a cell classification of 12454". All references to the use of C905 are no longer applicable and are deleted. 11/14/2018 D.V. Magana 1.3.A.4.c. — Updated to reflect C900 applicable on PVC pipe sizes 4" through 60". 1. LA Modified acceptable range for specification from 36-inch to 24-inch 1.3.A.4.c Updated C900 to reflect metric dimensions 1.3.A.5.b & 2.2.13.2 Addition of "NSF 14 Plastics Piping System Components and Related Materials" 1.3.A.6.a Addition of "UL 1285 UL Standard for Safety Pipe and Couplings, PVC and PVCO for Underground Fire Service" 2.2.C.3.a Addition of "corrosion resistant" and deletion of "when required by the Drawings" 9/9/22 W Norwood 2.2.C.3. Add " b. In addition to the mechanical joint restraint required for all bends and fittings, horizontal and vertical bends shall be restrained by concrete thrust blocking and by mechanical joint restraint along the length of the pipe as recommended by the pipe manufacturer, unless shown otherwise in the design drawings" 3.4.13.1. Add " a. Pipe shall be handled and stored in accordance with manufacture's recommendations" 3.4.13.2 Add "b. Conduit shall be homogenous throughout and free from voids, cracks, inclusions and other defects, and shall be uniform as commercially practicable in color, density and other physical characteristics" CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised September 9, 2022 Eaton High School Stadium Addition CPN 106072 SECTION 33 12 11 LARGE WATER METERS PART1- GENERAL 1.1 SUMMARY 33 12 11 -1 LARGE WATER METERS Page 1 of 4 A. Section Includes: 1. Large Water Meter, Vault, Bypass and Appurtenances (3-inch and larger) B. Products Installed but Not Furnished Under This Section 1. Water Meter and Strainer C. Deviations from this City of Fort Worth Standard Specification 1. None. D. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1— General Requirements 3. Section 03 80 00 — Modifications to Existing Concrete Structures 4. Section 33 06 16 — Concrete Water Vaults 5. Section 33 11 10 —Ductile Iron Pipe 6. Section 33 11 11 — Ductile Iron Fittings 7. Section 33 12 10 —Water Services 1-inch to 2-inch 8. Section 33 12 20 — Resilient Seated Gate Valve 9. Section 33 12 50 — Water Sample Stations 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Measurement for this Item shall be per each. b. Measurement includes meter, vault, piping, appurtenances, and bypass line (from upstream tee to downstream tee). 1) Piping upstream of bypass line tee is measured and paid separately as Water pipe, by size. 2) Piping downstream of bypass line tee is measured and paid separately as water pipe, by size. a) Any licensing requirements for plumbing installation are included in this item's measurement. 2. Payment a. The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Water Meter and Vault" installed for: 1) Various meter sizes CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 33 12 11 -2 LARGE WATER METERS Page 2 of 4 3. The price bid shall include: a. Excavation b. Pre -cast concrete vault and appurtenances c. Crushed rock foundation d. Access hatch e. Piping and appurtenances f. Fittings g. Horizontal thrust blocking h. Sample station and appurtenances i. Flushing points and appurtenances j. Installation of Compound Water Meter with Strainer k. Reinforced Concrete Pipe Sump 1. Reconnection of Service In. Backfill n. Pavement removal o. Hauling p. Disposal of excess material q. Placement and compaction of backfill r. Plumbing Licensing requirements s. Clean-up t. Concrete Filled Steel Pipe Bollards as required u. Surface restoration around perimeter of water meter vault and piping as required. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 19IM11i1:30111 W IM 1Gi A. All submittals shall be in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product Data 1. Precast Concrete Vault 2. Piping 3. Sample Station 4. Isolation Valves 5. Sample Tap and appurtenances 6. Hatch 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 33 12 11 -3 LARGE WATER METERS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY A. Manufacturer Warranty 1. Manufacturer's warranty shall be in accordance with Division 1. PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS A. Materials 1. Precast Concrete Vault — Conform to Section 33 05 16 2. Gate Valves — Conform to Section 33 12 20 3. Ductile Iron Pipe — Conform to Section 33 11 10 4. Ductile Iron Fittings — Conform to Section 33 11 11 5. Sample Station — Conform to Section 33 12 50 6. Sample and flushing point taps — Conform to Section 33 12 10 7. Hatch — Conform to Section 33 05 16 B. Meter and Strainer 1. Furnished by City 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] A. Evaluation and Assessment 1. Verify lines and grades are in accordance to the Drawings. 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Install vault in accordance with manufacturer's recommendations and in accordance with Section 33 05 16. B. Pipe Penetrations 1. Conform to Section 03 80 00. C. Meter 1. Obtain meter and strainer from City Field Operations Warehouse. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 33 12 11 -4 LARGE WATER METERS Page 4 of 4 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 331220-1 RESILIENT SEATED (WEDGE) GATE VALVE Page 1 of 16 1 SECTION 3312 20 2 RESILIENT SEATED (WEDGE) GATE VALVE 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Resilient Seated (Wedge) Gate Valves 4-inch through 48-inch for use with 7 potable water mains 8 a. 24-inch and larger valves may require an integral bypass 9 B. Deviations from 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 13 Contract 14 2. Division 1 — General Requirements 15 3. Section 33 11 05 — Bolts, Nuts, and Gaskets 16 4. Section 33 11 10— Ductile Iron Pipe 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Gate Valve 20 a. Measurement 21 1) Measurement for this Item shall be per each. 22 b. Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 6, 2015 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 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 331220-2 RESILIENT SEATED (WEDGE) GATE VALVE Page 2 of 16 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Gate Valve" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing Gate Valves with connections as specified in the Drawings 2) Valve box 3) Extension 4) Extensions for valves in vaults 5) Valve vault and appurtenances (for 16-inch and larger gate valves) 6) Petrolatum tape for connections to steel flanges 7) 2-inch risers (for 16-inch and larger gate valves) 8) Isolation kits when installed with flanged connections 9) Polyethylene encasement 10) Pavement removal 11) Excavation 12) Hauling 13) Disposal of excess material 14) Furnishing, placement and compaction of embedment 15) Furnishing, placement and compaction of backfill 16) Clean-up 17) Cleaning 18) Disinfection 19) Testing CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 6, 2015 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 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 331220-3 RESILIENT SEATED (WEDGE) GATE VALVE Page 3 of 16 2. Cut -in Gate Valve a. Measurement 1) Measurement for this Item shall be per each. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Cut -in Gate Valve" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing Gate Valves with connections as specified in the Drawings 2) System dewatering 3) Connections to existing pipe materials 4) Valve box 5) Extension 6) Extensions for valves in vaults 7) Valve vault and appurtenances (for 16-inch and larger gate valves) 8) Petrolatum tape for connections to steel flanges 9) 2-inch risers (for 16-inch and larger gate valves) 10) Isolation kits when installed with flanged connections 11) Valve vault and appurtenances (for 16-inch and larger gate valves) 12) Polyethylene encasement 13) Pavement removal 14) Excavation 15) Hauling 16) Disposal of excess material CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised May 6, 2015 Eaton High School Stadium Addition CPN 106072 331220-4 RESILIENT SEATED (WEDGE) GATE VALVE Page 4 of 16 1 17) Furnishing, placement and compaction of embedment 2 18) Furnishing, placement and compaction of backfill 3 19) Clean-up 4 20) Cleaning 5 21) Disinfection 6 22) Testing 7 1.3 REFERENCES 8 A. Abbreviations and Acronyms 9 1. NRS — Non Rising Stem 10 2. OS&Y — Outside Screw and Yoke 11 B. Reference Standards 12 1. Reference standards cited in this Specification refer to the current reference 13 standard published at the time of the latest revision date logged at the end of 14 this Specification, unless a date is specifically cited. 15 2. American Association of State Highway and Transportation Officials (AASHTO). 16 3. American Society of Mechanical Engineers (ASME): 17 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125, and 18 250). 19 4. American Iron and Steel Institute (AISI). 20 5. ASTM International (ASTM): 21 a. A48, Standard Specification for Gray Iron Castings. 22 b. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. 23 c. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 psi 24 Tensile Strength. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 6, 2015 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 331220-5 RESILIENT SEATED (WEDGE) GATE VALVE Page 5 of 16 1 d. A536, Standard Specification for Ductile Iron Castings. 2 e. 13117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 3 f. B633, Standard Specification for Electrodeposited Coatings of Zinc on Iron 4 and Steel. 5 6. American Water Works Association (AWWA): 6 a. C509, Resilient -Seated Gate Valves for Water Supply Service. 7 b. C515, Reduced -Wall, Resilient -Seated Gate Valves for Water Supply 8 Service. 9 c. C550, Protective Interior Coatings for Valves and Hydrants. 10 d. C900, Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 4 IN 11 through 12 IN, for Water Transmission and Distribution. 12 7. American Water Works Association/American National Standards Institute 13 (AWWA/ANSI): 14 a. C105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. 15 b. C111/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and 16 Fittings. 17 c. C115/A21.15, Flanged Ductile -Iron Pipe with Ductile -Iron or Gray -Iron 18 Threaded Flanges. 19 8. NSF International (NSF): 20 a. 61, Drinking Water System Components - Health Effects. 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS 23 A. Submittals shall be in accordance with Section 01 33 00. 24 B. All submittals shall be approved by the City prior to delivery. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 6, 2015 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 331220-6 RESILIENT SEATED (WEDGE) GATE VALVE Page 6 of 16 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 2 A. Product Data 3 1. Resilient Seated (Wedge) Gate Valve noting the pressure rating and coating 4 system supplied, including: 5 a. Dimensions, weights, material list, and detailed drawings 6 b. Joint type 7 c. Maximum torque recommended by the manufacturer for the valve size 8 2. Polyethylene encasement and tape 9 a. Whether the film is linear low density or high density cross Linked 10 polyethylene 11 b. The thickness of the film provided 12 3. Thrust Restraint, if required by contract Documents 13 a. Retainer glands 14 b. Thrust harnesses 15 c. Any other means 16 4. Instructions for field repair of fusion bonded epoxy coating 17 5. Gaskets 18 B. Certificates 19 1. Furnish an affidavit certifying that all Resilient Seated (Wedge) Gate Valves 20 meet the provisions of this Section, each valve meets Specifications, all 21 inspections have been made and that all tests have been performed in 22 accordance with AWWA C509 or AWWA C515. 23 2. Furnish a certificate stating that buried bolts and nuts conform to ASTM B117. 24 3. Furnish affidavit that Resilient Seated (Wedge) Gate Valve manufacturer has 25 five years experience manufacturing Resilient Seated Gate Valves of similar 26 service and size with experience record. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised May 6, 2015 Eaton High School Stadium Addition CPN 106072 331220-7 RESILIENT SEATED (WEDGE) GATE VALVE Page 7 of 16 1 4. Furnish affidavit that Resilient Seated (Wedge) Gate Valve manufacturer owns 2 or controls any foreign factory/foundry that supplies valve casings and can 3 certify that the Resilient Seated (Wedge) Gate Valve manufacturer is in control 4 of quality control at the foreign factory/foundry. 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 A. Qualifications 1. Manufacturers a. Valves 16-inch and larger shall be the product of 1 manufacturer for each project. 1) Change orders, specials and field changes may be provided by a different manufacturer upon City approval. b. For valves less than 16-inch, valves of each size shall be the product of 1 manufacturer, unless approved by the City. 1) Change orders, specials and field changes may be provided by a different manufacturer upon City approval. c. Valves shall meet or exceed AWWA C509 or AWWA C515. d. For valves equipped with a bypass, the bypass valve must be of the same manufacturer as the main valve. e. Resilient Seated Gate Valves shall be new. f. Resilient Seated Gate Valve Manufacturer shall not have less than 5 years of successful experience manufacturing of Resilient Seated Gate Valves of similar service and size, and indicated or demonstrate an experience record that is satisfactory to the Engineer and City. This experience record will be thoroughly investigated by the Engineer, and acceptance will be at the sole discretion of the Engineer and City. g. Casings for Resilient Seated Gate Valve, such as valve body, wedge, and bypass; that are not manufactured within the United States of America, CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised May 6, 2015 Eaton High School Stadium Addition CPN 106072 331220-8 RESILIENT SEATED (WEDGE) GATE VALVE Page 8 of 16 1 shall be manufactured by factories/foundries that are owned or controlled 2 (partial ownership) such that the Resilient Seated Gate Valve Manufacturer 3 can control and guarantee quality at the foreign factory/foundry. 4 1.10 DELIVERY, STORAGE, AND HANDLING 5 A. Storage and Handling Requirements 6 1. Protect all parts so that no damage or deterioration will occur during a 7 prolonged delay from the time of shipment until installation is completed and 8 the units and equipment are ready for operation. 9 2. Protect all equipment and parts against any damage during a prolonged period 10 at the site. 11 3. Protect the finished surfaces of all exposed flanges by wooden blank flanges, 12 strongly built and securely bolted thereto. 13 4. Protect finished iron or steel surfaces not painted to prevent rust and 14 corrosion. 15 5. Prevent plastic and similar brittle items from being directly exposed to sunlight 16 or extremes in temperature. 17 6. Secure and maintain a location to store the material in accordance with 18 Section 01 66 00. 19 1.11 FIELD [SITE] CONDITIONS [NOT USED] 20 1.12 WARRANTY 21 A. Manufacturer Warranty 22 1. Manufacturer's Warranty shall be in accordance with Division 1. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 6, 2015 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 331220-9 RESILIENT SEATED (WEDGE) GATE VALVE Page 9 of 16 1 PART 2 - PRODUCTS 2 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 3 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 4 A. Manufacturers 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 1. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section 01 60 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 01 25 00. B. Description 1. Regulatory Requirements a. Valves shall be new and meet or exceed AWWA C509 or AWWA C515 and shall meet or exceed the requirements of this Specification. b. All valve components in contact with potable water shall conform to the requirements of NSF 61. C. Materials 1. Valve Body a. Valve body: ductile iron per ASTM A536 b. Flanged ends: Furnish in accordance with AWWA/ANSI C115/A21.15. c. Mechanical Joints: Furnish with outlets which conform to AWWA/ANSI C111/A21.11. d. Valve interior and exterior surfaces: fusion bonded epoxy coated, minimum 5 mils, meeting AWWA C550 requirements e. Buried valves: Provide with polyethylene encasement in accordance with AWWA/ANSI C105/A21.5. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 6, 2015 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 331220-10 RESILIENT SEATED (WEDGE) GATE VALVE Page 10 of 16 1 1) Polyethylene encasement: Furnish in accordance with Section 33 11 2 10. 3 2. Wedge (Gate) 4 a. Resilient wedge: rated at 250 psig cold water working pressure 5 b. The wedge (gate) for all valve sizes shall be 1 piece, fully encapsulated with 6 a permanently bonded EPDM rubber. 7 3. Bypass 8 a. For gate valves using a double roller, track and scrapper system, an 9 integrally cast bypass on the body of the valve is required. 10 1) Orient the bypass on the same side of the gate valve as the spur gear to 11 allow operation of both valves from the manhole opening. 12 2) The bypass shall be a minimum 4-inch in size. 13 4. Gate Valve Bolts and Nuts 14 a. Bonnet, Stuffing Box and Gear Box- Hex head bolt, and hex nut: Steel 15 ASTM A307 Gr. B, Zinc Plate per ASTM B633, SC3 for non -buried service (4- 16 inch through 12-inch valves) or as specified in 2.2.C.4.b. 17 b. Hex head bolt and hex nut: AISI 304 stainless steel for buried service (all 18 sizes) and for valves 16-inch through 36-inch (non -buried service) 19 5. Bolts and Nuts 20 a. Mechanical Joints 21 a) Provide bolts and nuts in accordance with Section 33 11 05. 22 b. Flanged Ends 23 1) Meet requirements of AWWA C115 or AWWA C207 depending on pipe 24 material. 25 2) Provide bolts and nuts in accordance with Section 33 11 05. 26 3) Flanged isolation kits shall be provided when connecting to buried 27 steel or concrete pressure pipe. Kits shall conform to Section 33 04 10. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 6, 2015 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 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 331220-11 RESILIENT SEATED (WEDGE) GATE VALVE Page 11 of 16 6. Joints a. Valves: flanged, or mechanical -joint or any combination of these as specified on the Drawings or in the project Specifications 1) Flanged -joints: AWWA/ANSI C115/A21.15, ASME B16.1, Class 125 a) Flange bolt circles and bolt holes shall match those of ASME B16.1, Class 125. b) Field fabricated flanges are prohibited. 2) Steel or concrete pressure pipe a) Use flange -joints unless otherwise specified in the Contract Documents. 3) Ductile Iron or PVC pressure pipe a) Use mechanical joints with mechanically restrained retainer glands unless otherwise specified in the Contract Documents. 7. Operating Nuts a. Supply for buried service valves b. 1-1 5/16-inch square at the top, 2-inch at the base, and 1-3/4-inch high c. Cast an arrow showing the direction of opening with the word "OPEN" on the operating nut base. d. To open, the operating nut shall be turned to the RIGHT (CLOCKWISE) direction. Nut shall be painted red per AWWA specifications e. Connect the operating nut to the shaft with a shear pin that prevents the nut from transferring torque to that shaft or the gear box that exceeds the manufacturer's recommended torque. f. Furnish handwheel operators for non -buried service, or when shown in the Drawings. 8. Gearing a. Gate valves that are 24 inch and larger: Equip with a spur gear. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 6, 2015 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 331220-12 RESILIENT SEATED (WEDGE) GATE VALVE Page 12 of 16 1 b. Bevel gears for horizontally mounted valves are not allowed. 2 c. The spur gear shall be designed and supplied by the manufacturer of the 3 valve as an integral part of the gate valve. 4 9. Gaskets 5 a. Provide gaskets in accordance with Section 33 11 05. 6 2.3 ACCESSORIES 7 A. All gate valves shall have the following accessories provided as part of the gate 8 valve installation: 9 1. A keyed solid extension stem of sufficient length to bring the operating nut up 10 to within 1 foot of the surface of the ground, when the operating nut on the gate 11 valve is 3 feet or more beneath the surface of the ground. Extension Stems 12 a re: 13 a. Not required on City stock orders 14 b. Not to be bolted or attached to the valve -operating nut 15 c. To be of cold rolled steel with a cross -sectional area of 1 square inch, 16 fitting loosely enough to allow deflection 17 2. Furnish joint components such as gaskets, glands, lubricant, bolts, and nuts in 18 sufficient quantity for assembly of each joint. 19 3. Cast Iron Valve Boxes: provide for buried service gate valves, cast iron valve 20 boxes and covers 21 a. Each valve box for 4-inch through 12-inch valves shall be 2-piece, 5'/a-inch 22 shafts, screw type, consisting of a top section and a bottom section. 23 b. Valve boxes shall be as listed in the City of Fort Worth Standard Products 24 List in attached in Section 01 60 00. 25 c. Valve box covers shall be so designed that they can be easily removed to 26 provide access to valve operating nut. 27 d. Valve box covers must be designed to stay in position and resist damage 28 under AASHTO HS 20 traffic loads. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 6, 2015 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 331220-13 RESILIENT SEATED (WEDGE) GATE VALVE Page 13 of 16 1 e. Each cover shall be casted with the word "WATER" or "RECLAIMED" in 2 raised letters on the upper surface. 3 f. Cast iron valve boxes and covers shall conform to ASTM A48, Class 35B. 4 1) Valve box covers shall be round for potable water applications and 5 square for reclaimed water applications. 6 g. Box extension material shall be AWWA C900 PVC or ductile iron. 7 2.4 SOURCE QUALITY CONTROL [NOT USED] 8 PART 3 - EXECUTION 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION [NOT USED] 11 3.3 PREPARATION [NOT USED] 12 3.4 INSTALLATION 13 A. General 14 1. All valves shall be installed in vertical position when utilized in normal pipeline 15 installation. 16 2. Valves shall be placed at line and grade as indicated on the Drawings. 17 3. Polyethylene encasement installation shall be in accordance with Section 33 18 11 10. 19 3.5 REPAIR/RESTORATION [NOT USED] 20 3.6 RE -INSTALLATION [NOT USED] 21 3.7 FIELD [OR] SITE QUALITY CONTROL 22 A. Field Inspections 23 1. Before acceptance of the installed valve, the City Field Operations Staff shall 24 have the opportunity to operate the valve. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 6, 2015 Paton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 331220-14 RESILIENT SEATED (WEDGE) GATE VALVE Page 14 of 16 1 2. The City shall be given the opportunity to inspect all buried flanges before they 2 are covered. 3 3. The Operator will be assessing the ease of access to the operating nut within 4 the valve box and ease of operating the valve from a fully closed to fully 5 opened position. 6 4. If access and operation of the valve meet the City's criteria, then the valve will 7 be accepted as installed. 9 10 11 12 13 14 15 16 17 18 19 B. Non -Conforming Work 1. If access and operation of the valve or its appurtenances does not meet the City's criteria, the Contractor will remedy the situation until it meets the City's criteria, at the Contractor's expense. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 6, 2015 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 331220-15 RESILIENT SEATED (WEDGE) GATE VALVE Page 15 of 16 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.1.A— Modified acceptable size range and added requirement for bypass in 30- inch gate valves, Blue text added for exceptions 1.2 Measurement and Payment —Added Cut -In Gate Valve 1.2.A.1.c and 1.2.A.2.c — added additional items to be included in price bid 1.6.A— removed requirement for product data for bolts and nuts because it is to be included under Section 33 11 05. 12/20/2012 D. Johnson 1.9.A.1 —Added requirement for bypass valve manufacturing 2.2.C. —Added requirement for 30-inch gate valves to have a bypass and bypass material requirements; Added reference to Section 33 11 05 and removed material specification for bolts, nuts and gaskets; Added requirement for flanged isolation kits; Added restraint requirements for mechanicaljoint connections with ductile iron or PVC pressure pipe. 2.3.3 — Modified acceptable cast iron from Class 40 to Class 35B; Added requirements for reclaimed water applications 1.1.A.2 Revision - Gate valves larger than 24-inches may be approved by the City on a case -by -case basis 1.6.13.3 Added Section. Requires Affidavit for 5 years of experience in manufacturing RS Gate valves of similar size and type. 1.6.B.4 Added Section — Requires Affidavit on Gate Valve manufacturers ownership in foreign factories/foundries providing components to certify on -site 6/24/2014 D. Townsend quality control. 1.9.A.1.f Added Section. Requirement for 5 years of experience in manufacturing RS Gate valves of similar size and type. 1.9.A.1.gAdded Section. Requirement for Gate Valve manufacturers ownership (or control) in foreign factories/foundries providing components to certify on - site quality control 1.1.A.1 Revised maximum allowable Resilient Seated (Wedge) Gate Valve from 30-inch to 48-inch 1.1.A.1.a Revised minimum size gate valve requiring bypass from 30-inch to 24- inch. 5/6/2015 D. Townsend 2.2.C.3. Changed requirement for an integrally cast bypass from 30-inch and above resilient seated gate valves to all double roller, track and scrapper system resilient seated gate valves 2.2.C.3.2 Added the minimum size bypass shall be 4-inches. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 6, 2015 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 331220-16 RESILIENT SEATED (WEDGE) GATE VALVE Page 16 of 16 2.2.C.7.d Added that nut shall be painted red per AWWA specifications CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 6, 2015 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 331225-1 CONNECTION TO EXISTING WATER MAINS Page 1 of 8 SECTION 33 12 25 CONNECTION TO EXISTING WATER MAINS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Connection to existing water mains to include, but not limited to: a. Cutting in a tee for a branch connection b. Extending from an existing water main c. Installing a tapping sleeve and valve B. Deviations from this City of Fort Worth Standard Specification 1m►[T" C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1— General Requirements 3. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 4. Section 33 05 10 —Utility Trench Excavation, Embedment and Backfill 5. Section 33 05 30 —Location of Existing Utilities 6. Section 33 1105 — Bolts, Nuts, and Gaskets 7. Section 33 11 10 — Ductile Iron Pipe 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Connection to an existing unpressurized Fort Worth Water Distribution System Main that does not require the City to take part of the water system out of service a. Measurement 1) This Item is considered subsidiary to the water pipe being installed. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the unit price bid per linear foot of water pipe complete in place, and no other compensation will be allowed. 2. Connection to an existing pressurized Fort Worth Water Distribution System Main that requires a shutdown of some part of the water system a. Measurement 1) Measurement for this Item shall be per each connection completed. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Connection to Existing Water Main" installed for: a) Various sizes of existing water distribution main CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised February 6, 2013 Eaton High School Stadium Addition CPN 106072 33 12 25 - 2 CONNECTION TO EXISTING WATER MAINS Page 2 of 8 c. The price bid shall include all aspects of making the connection including, but not limited to: 1) Preparing submittals 2) Dewatering 3) Exploratory excavation (as needed) 4) Coordination and notification 5) Remobilization 6) Temporary lighting 7) Polyethylene encasement 8) Make-up pieces 9) Linings 10) Pavement removal 11) Excavation 12) Hauling 13) Disposal of excess material 14) Clean-up 15) Cleaning 16) Disinfection 17) Testing Connection to an existing pressurized Fort Worth Water Distribution System Main by Tapping Sleeve and Valve: a. Measurement 1) Measurement for this Item shall be per each connection completed. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Tapping Sleeve and Valve" installed for: a) Various sizes of connecting main b) Various sizes of existing water distribution main c. The price bid shall include all aspects of making the connection including, but not limited to: 1) Preparing submittals 2) Dewatering 3) Exploratory excavation (as needed) 4) Coordination and notification 5) Tapping Sleeve and Tapping Valve 6) Remobilization 7) Temporary lighting 8) Polyethylene encasement 9) Make-up pieces 10) Linings 11) Pavement removal 12) Excavation 13) Hauling 14) Disposal of excess material 15) Clean-up 16) Cleaning 17) Disinfection 18) Testing CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised February 6, 2013 Eaton High School Stadium Addition CPN 106072 33 12 25 - 3 CONNECTION TO EXISTING WATER MAINS Page 3 of 8 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Society of Mechanical Engineers (ASME): a. B 16.1, Gray Iron Pipe Flanges and Flanged Fittings Classes 25, 125 and 250) 3. ASTM International (ASTM): a. A36, Standard Specification for Carbon Structural Steel. b. A193, Standard Specification for Alloy -Steel and Stainless Steel Bolting for High Temperature or High Pressure Service and Other Special Purpose Applications c. A194, Specification for Carbon and Alloy Steel Nuts for Bolts for High Pressure or High Temperature Service, or Both d. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. e. A283, Standard Specification for Low and Intermediate Tensile Strength Carbon Steel Plates. f. A285, Standard Specification for Pressure Vessel Plates, Carbon Steel, Low - and Intermediate -Tensile Strength. g. B 117, Standard Practice for Operating Salt Spray (Fog) Apparatus. h. D2000, Standard Classification System for Rubber Products in Automotive Applications. 4. American Water Works Association (AWWA): a. C200, Steel Water Pipe - 6 IN and Larger. b. C207, Steel Pipe Flanges for Waterworks Service — Sizes 4 IN through 144 IN. c. C213, Fusion -Bonded Epoxy Coating for the Interior and Exterior of Steel Water Pipelines. d. C223, Fabricated Steel and Stainless Steel Tapping Sleeves. 5. American Water Works Association/American National Standards Institute (AWWA/ANSI): a. C105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. b. CI 11/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. c. CI 15A21/15, Flanged Ductile -Iron Pipe with Ductile Iron or Gray -Iron Threaded Flanges. 6. NSF International (NSF): a. 61, Drinking Water System Components —Health Effects. 7. Manufacturers Standardization Society of the Valve and Fitting Industry Inc. (MSS): a. SP-60, Connecting flange Joint Between Tapping Sleeves and Tapping Valves. 1.4 ADMINISTRATIVE REQUIREMENTS A. Pre -installation Meetings 1. Required for any connections to an existing, pressurized 16-inch or larger City water distribution system main that requires a shutdown of some part of the water system CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised February 6, 2013 Eaton High School Stadium Addition CPN 106072 33 12 25 - 4 CONNECTION TO EXISTING WATER MAINS Page 4 of 8 2. May also be required for connections that involve shutting water service off to certain critical businesses 3. Schedule a pre -installation meeting a minimum of 3 weeks prior to proposed time for the work to occur. 4. The meeting shall include the Contractor, City Inspector and City Valve Crew. 5. Review work procedures as submitted and any adjustments made for current field conditions. 6. Verify that all valves and plugs to be used have adequate thrust restraint or blocking. 7. Schedule a test shutdown with the City. 8. Schedule the date for the connection to the existing system. B. Scheduling Schedule work to make all connections to existing 16-inch and larger mains: a. During the period from November through April, unless otherwise approved by the City b. During normal business hours from Monday through Friday, unless otherwise approved by the City Schedule City Valve Crew by 1:00 P.M. a minimum of 1 business day prior to planned disruption to the existing water system. a. In the event that other water system activities do not allow the existing main to be dewatered at the requested time, schedule work to allow the connection at an alternate time acceptable to the City. 1) If water main cannot be taken out of service at the originally requested time, coordination will be required with the City to discuss rescheduling and compensation for mobilization. 2) No additional payment will be provided if the schedule was altered at the Contractor's request. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to delivery and/or fabrication for specials. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product Data, if applicable 1. Tapping Sleeve noting the pressure rating and coating system supplied including: a. Dimensions, weights, material list, and detailed drawings b. Maximum torque recommended by the manufacturer for the valve by size B. Submittals 1. Provide a detailed sequence of work for 16-inch, or larger, connections if required by City that includes: a. Results of exploratory excavation b. Dewatering c. Procedure for connecting to the existing water main CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised February 6, 2013 Eaton High School Stadium Addition CPN 106072 33 12 25 - 5 CONNECTION TO EXISTING WATER MAINS Page 5 of 8 d. Time period for completing work from when the water is shut down to when the main is back in service e. Testing and repressurization procedures 2. Welders that are assigned to work on connection to concrete cylinder or steel pipe must be certified and provide Welding Certificates, upon request, in accordance with AWWA C200. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Protect parts so that no damage or deterioration occurs during a prolonged delay from the time of shipment until installation is completed. 2. Protect all equipment and parts against any damage during a prolonged period at the site. 3. Protect the finished surfaces of all exposed flanges using wooden flanges, strongly built and securely bolted thereto. 4. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. 5. Prevent plastic and similar brittle items from being exposed to direct sunlight and extremes in temperature. 6. Secure and maintain a location to store the material in accordance with Section 01 6600. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY A. Manufacturer Warranty 1. Manufacturer's warranty shall be in accordance with Division 1. PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed by the City's Standard Products List will be considered as shown in Section 0160 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. B. Description 1. Regulatory Requirements CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised February 6, 2013 Eaton High School Stadium Addition CPN 106072 33 12 25 - 6 CONNECTION TO EXISTING WATER MAINS Page 6 of 8 a. Tapping Sleeves shall meet or exceed AWWA C223 and the requirements of this Specification. b. All valve components in contact with potable water shall conform to the requirements of NSF 61. C. Tapping Sleeve Materials 1. Body a. Body: Carbon Steel per ASTM A283 Grade C, ASTM A285 Grade C, ASTM A36 Steel or equal b. Finish: fusion bonded epoxy coating to an average 12 mil thickness. Fusion applied per AWWA C213. c. All buried tapping sleeves shall be provided with polyethylene encasement in accordance with AWWA/ANSI C105/A21.5. 1) Polyethylene encasement shall be in accordance with Section 33 11 10. 2. Flange a. Carbon Steel per ASTM A36 in accordance with AWWA C207 and ASME B16.1 Class 125. b. Recessed for tapping valve per MSS SP-60 3. Bolts and Nuts a. Flanged Ends 1) Meet requirements of AWWA C115 or AWWA C207 depending on pipe material. 2) Provide bolts and nuts in accordance with Section 33 1105. 4. Gaskets a. Provide gaskets in accordance with Section 33 1105. 5. Test Plug a. 3/4-inch NPT carbon steel with square head and fusion bonded epoxy coating 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION A. Verification of Conditions 1. Verify by exploratory excavation, if needed, that existing water main is as depicted in the Drawings and that the location is suitable for a connection to the existing water main. a. Excavate and backfill trench for the exploratory excavation in accordance with 3305 10. 2. Verify that all equipment and materials are available on —site prior to the shutdown of the existing main. 3. Pipe lines shall be completed, tested and authorized for connection to the existing system in accordance with Section 33 04 40. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised February 6, 2013 Eaton High School Stadium Addition CPN 106072 33 12 25 - 7 CONNECTION TO EXISTING WATER MAINS Page 7 of 8 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Upon disruption of the existing water main, continue work until the connection is complete and the existing water main is back in service. B. Procedure 1. Expose the proposed connection point in accordance with Section 33 05 10. 2. Dewater the existing water line so the chlorinated water is not unlawfully discharged. 3. Maintain the water that may bleed by existing valves or plugs during installation within the work area to a reasonable level. a. Control the water in such a way that it does not interfere with the proper installation of the connection or create a discharge of chlorinated water. 4 If any discharge of chlorinated water occurs, discharged water shall be de - chlorinated in accordance with Section 33 04 40 5. Cut and remove existing water main in order to make the connection. 6. Verify that the existing pipe line is suitable for the proposed connection. 7. Place trench foundation and bedding in accordance with 33 05 10. 8. In the event that a tapping sleeve and valve is used, the coupon from the existing water main shall be submitted to the City. 9. Prevent embedment, backfill, soil, water or other debris form entering the pipeline. 10. Establish thrust restraint as provided for in the Drawings. 11. Clean and disinfect the pipeline associated with the connection in accordance with Section 33 04 40. 12. Place embedment to the top of the pipe zone. 13. Request that the City Valve Crew re -pressurize the pipeline. 14. Directionally flush the connection in accordance with Section 33 04 40. 15. Request that City Valve Crew open all remaining valves. 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072I Revised February 6, 2013 Eaton High School Stadium Addition CPN 106072 331225-8 CONNECTION TO EXISTING WATER MAINS Page 8 of 8 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 2.2•C.3 and 4 — Added reference to Section 33 1105 and removed bolt, nut and gasket material specification 2/6/2013 D. Townsend 3.4.13.4 Modified to refer to Section 33 04040 CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised February 6, 2013 Eaton High School Stadium Addition CPN 106072 SECTION 33 12 40 FIRE HYDRANTS PART1- GENERAL [KiIM-111JAI-►•I I\;7.1 A. Section Includes: 331240-1 FIRE HYDRANTS Page 1 of 7 1. Dry -barrel fire hydrants with 51/4-inch main valve for use with potable water mains B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 4. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 5. Section 33 11 10 — Ductile Iron Pipe 6. Section 33 11 11— Ductile Iron Fittings 7. Section 33 11 14 — Buried Steel Pipe and Fittings 8. Section 33 12 20 — Resilient Seated (Wedge) Gate Valve 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Fire Hydrant and Extension 1) Measurement for this item shall be by the each hydrant, complete in place. 2. Payment a. The work performed and materials furnished in accordance with this Item and measured under "Measurement" will be paid for at the unit prices bid per each "Fire Hydrant" installed. 3. The price bid shall include: a. Furnishing and installing Fire Hydrants with appurtenances as specified in the Drawings b. Dry -Barrel Fire Hydrant assembly from base to operating nut c. Extension barrel and stem d. Adjusting hydrant to the appropriate height e. Painting f. Pavement Removal g. Excavation h. Freight, loading, unloading and handling i. Disposal of excess material j. Furnish, placement and compaction of embedment k. Furnish, placement and compaction of backfill 1. Blocking, Braces and Rest m. Clean up CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised January 3, 2014 Eaton High School Stadium Addition CPN 106072 331240-2 FIRE HYDRANTS Page 2 of 7 n. Disinfection o. Testing 1.3 REFERENCES A. Definitions 1. Base: The lateral connection to the fire hydrant lead; also called a shoe B. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Water Works Association (AWWA): a. C502, Dry -Barrel Fire Hydrants b. Manual of Water Supply Practices M17 (AWWA Manual M17) — Installation, Field Testing, and Maintenance of Fire Hydrants 3. NSF International a. 61, Drinking Water System Components —Health Effects 4. National Fire Protection Association (NFPA) a. 1963, Standard for Fire Hose Connections 5. Underwriters Laboratories, Inc. (UL) a. 246, Hydrants for Fire -Protection Service 6. Factory Mutual (FM) a. Class Number 1510, Approval Standard for Fire Hydrant (Dry Barrel Type) for Private Fire Service 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 191M11 01.3UT 111 W ky.1 IGi A. Submittals shall be in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to construction. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product Data 1. Dry -Barrel Fire Hydrant stating: a. Main valve opening size b. Nozzle arrangement and sizes c. Operating nut size d. Operating nut operating direction e. Working pressure rating f. Component assembly and materials g. Coatings and Finishes 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. Manufacturers a. Dry -Barrel Fire Hydrants shall be the product of 1 manufacturer. CITY OF FORT WORTH Castleberry High School Additions STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106032 Revised January 3, 2014 Eaton High School Stadium Addition CPN 106072 331240-3 FIRE HYDRANTS Page 3 of 7 1) Change orders, specials and field changes may be provided by a different manufacturer upon City approval. 2. Dry -Barrel Fire Hydrants shall be in conformance with AWWA C502, UL 246 and FM 1510. 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store and handle in accordance with the guidelines as stated in AWWA C502 and AWWA Manual M17. 2. Protect all parts so that no damage or deterioration will occur during a prolonged delay from the time of shipment until installation is completed and the units and equipment are ready for operation. 3. Protect all equipment and parts against any damage during a prolonged period at the site. 4. Protect the finished surfaces of all exposed flanges by wooden blank flanges, strongly built and securely bolted thereto. 5. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. 6. Prevent plastic and similar brittle items from being directly exposed to sunlight or extremes in temperature. 7. Secure and maintain a location to store the material in accordance with Section 01 6600. 1.11 FIELD CONDITIONS [NOT USED] 1.12 WARRANTY A. Manufacturer Warranty 1. Manufacturer's Warranty shall be in accordance with Division 1. PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section 01 60 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. 3. The Dry -Barrel Fire Hydrant shall be new and the product of a manufacturer regularly engaged in the manufacturing of Dry -Barrel Fire Hydrants having similar service and size. B. Description 1. Regulatory Requirements a. Dry -Barrel Fire Hydrant shall meet or exceed the latest revisions of AWWA C502 and shall meet or exceed the requirements of this Specification. CITY OF FORT WORTH Castleberry High School Additions STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106032 Revised January 3, 2014 Eaton High School Stadium Addition CPN 106072 331240-4 FIRE HYDRANTS Page 4 of 7 b. All Dry -Barrel Fire Hydrant components in contact with potable water shall conform to the requirements of NSF 61. C. Performance / Design Criteria 1. Capacities a. Rated working pressure of 250 psi or greater Design Criteria a. Operating nut 1) Uniformly tapered square nut measuring: a) 1 inch at the base b) '/8 inch at the top 2) Open by turning the operating nut to the right (clockwise a) Provide operating direction clearly marked with an arrow and the word "OPEN". 3) Provide weather shield with operating nut. b. Main Valve 1) Minimum 5'/4-inch opening 2) Compression type a) Opening against pressure b) Closing with pressure c. Nozzles 1) `T' shape, 3 nozzle arrangement 2) Nozzle sizes, threads and configuration in accordance with NFPA 1963 a) Hose nozzles (1) 2 x 2'/2-inch (nominal size of connection) (a) 180 degrees apart (b) Thread Designation 2.5-7.5 NH (NFPA 1963) b) Pump nozzle (1) 4-inch (nominal size of connection) (a) Thread Designation 4-4 NH (NFPA 1963) d. Hydrant Barrel Configuration 1) Upper barrel 2) Breakable flange and stem a) To be installed above ground at the connection to the upper barrel 3) Extension barrel (if needed) and lower barrel a) Extension barrel and stem (1) Lengthen in 6-inch increments e. Drain Valve 1) Non -corrodible material 2) Spring operated drain valves are not allowed. D. Function 1. Drain Valve a. Drain fire hydrant barrels when main valve is closed. E. Materials 1. Furnish materials in accordance with AWWA C502. Dry -Barrel Fire Hydrant Assembly a. Internal parts 1) Threads CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised January 3, 2014 Eaton High School Stadium Addition CPN 106072 331240-5 FIRE HYDRANTS Page 5 of 7 a) Provide operating thread designed to avoid metal such as iron or steel threads against iron or steel parts. 2) Stem a) Stem Nuts (1) Provide bronze stem nuts. (a) Grades per AWWA C502 b) Where needed, stem shall be grooved and sealed with 0-rings. 3. Provide crushed rock for placement around base conforming to Section 33 05 10. F. Finishes 1. Primer Materials a. Furnish primer for Dry -Barrel Fire Hydrants in accordance with AWWA C502. 2. Finish Materials a. Dry -Barrel Fire Hydrant 1) Exterior a) Above grade (1) Furnish exterior coating for above grade Dry -Barrel Fire Hydrant assembly components in accordance with AWWA C502. (2) Coating shall be Flynt Aluminum Paint in Silver. b) Below grade (1) Furnish exterior coating for below grade Dry -Barrel Fire Hydrant assembly components in accordance with AWWA C502. 2) Interior a) Interior coating for Dry -Barrel Fire Hydrants assemblies in accordance with AWWA C502 2.3 ACCESSORIES A. Polyethylene Encasement 1. Provide polyethylene encasement in accordance with Section 33 11 10. B. Embedment 1. Provide crushed rock and filter fabric in accordance with Section 33 05 10. 2.4 SOURCE QUALITY CONTROL A. Tests and Inspections 1. Testing and inspection of Dry -Barrel Fire Hydrants in accordance with AWWA C502. B. Markings 1. Provide each Dry -Barrel Fire Hydrant marked in accordance with AWWA C502. PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised January 3, 2014 Eaton High School Stadium Addition CPN 106072 331240-6 FIRE HYDRANTS Page 6 of 7 1. Install in accordance with AWWA Manual of Water Supply Practice M17, manufacturer's recommendations and as shown on the Drawings. 2. Provide vertical installation with braces, rest and blocking in accordance with City Standard Details. 3. Excavate and backfill trenches in accordance with 33 05 10. 4. Embed Dry -Barrel Fire Hydrant assemblies in accordance with 33 05 10. a. At the location of the weep holes, wrap barrel with polyethylene encasement and crushed rock with filter fabric to prevent dirt and debris from entering the fire hydrant. 5. Polyethylene encasement installation shall be in accordance with the applicable portion of Section 33 11 10. 6. Install concrete blocking and rest in accordance with Section 03 30 00 as indicated in the Drawings. 7. A minimum 1/3 cubic yard of crushed rock shall be placed around the base, in accordance with AWWA Manual of Water Supply Practice M17, to allow drain outlets to operate. a. The crushed rock should extend 6 inches above the drain outlets and a minimum of 1 foot on all sides of the fire hydrant base. 8. Fire hydrant lead line shall be installed with a maximum cover of 7 feet. a. Cover is measured from the invert at the fire hydrant base, vertical to ground elevation. b. Fittings may be used along fire lead line to ensure minimum and maximum cover requirements are met. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD CONTROL A. Field Inspections 1. The Dry -Barrel Fire Hydrant and assembly shall perform as intended with no deformation, leaking or damage of any kind for the pressure ranges indicated. 2. City inspector will issue final inspection notice to City staff. 3. City Field Operations Staff and Fire Department Staff shall have the opportunity to inspect and operate the hydrant, to ensure that the fire hydrant was installed in accordance with AWWA Manual of Water Supply Practice MIT This includes but is not limited to: a. Operation of Nozzles and operating nut are not obstructed. b. Drain valve is not obstructed or plugged 4. Keep fire hydrant wrapped or covered to identify that it is out of service until the water line it's connected to is put in service. B. Non -Conforming Work 1. If access and operation of the Dry -Barrel Fire Hydrant or its appurtenances do not meet the criteria of the AWWA Manual of Water Supply Practice M17, the Contractor will remedy the situation criteria, at the Contractor's expense. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised January 3, 2014 Eaton High School Stadium Addition CPN 106072 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE 3.14 ATTACHMENTS END OF SECTION 331240-7 FIRE HYDRANTS Page 7 of 7 Revision Log DATE NAME SUMMARY OF CHANGE 2.2.F.2.a.1).a).(2) Added paint manufacturer specification 12/20/2012 D. Johnson 2.2.C.2.c Revised pumper nozzle nominal diameter and added NFPA 1963 Thread Designations Specification Modified to be in accordance with the Reduction of Lead in Drinking Water Act (P.L. 111-380) — All material s to be lead-free in accordance with this act. 11/27/2013 D. Townsend Sections modified are 1.1.A.1, 1.9.A.2, and 2.2.E.1 Sections added are 1.3.A.2, 1.3.13.7, 1.6.13.1, 2.2.13.Lc, 2.4.B.2 H.R. 3588 (P.L. 113-64) signed into law 1/2/2014 waived Reduction of Lead in Drinking Water Act (P.L. 111-380) requirement for fire hydrant. All previous revisions related to "lead-free" requirement are now deleted including those revisions 1/3/2014 D. Townsend made 11/27/2013, those being: Sections modified are 1. LA.1, 1.9.A.2, and 2.2.E.1 Sections added are 1.3.A.2, 1.3.B.7, 1.6.B.1, 2.2.B.l.c, 2A.B.2 CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised January 3, 2014 Eaton High School Stadium Addition CPN 106072 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 33 49 20 CURB AND DROP INLETS 33 49 20 -1 CURB AND DROP INLETS Page 1 of 5 5 A. Section Includes: 6 1. Construction of inlets, complete in place or to the stage detailed 7 a. Including furnishing and installing frames, grates, rings and covers 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. Division 3 —Concrete 14 4. Section 02 41 13 — Selective Site Demolition 15 5. Section 03 30 00 — Cast -In -Place Concrete 16 6. Section 03 80 00 — Modifications to Existing Concrete Structures 17 7. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 18 8. Section 33 05 13 — Frame, Cover and Grade Rings 19 9. Section 33 05 14 — Adjusting Manholes, Inlets, Valve Boxes and Other Structures 20 to Grade 21 1.2 PRICE AND PAYNHNT PROCEDURES 22 A. Measurement and Payment 23 1. Measurement 24 a. Measurement for this Item shallbe per each inlet complete in place. 25 2. Payment 26 a. The work performed and the materials furnished in accordance with this Item 27 shall be paid for at the unit price bid per each "Inlet" installed for or per 28 "Remove and Replace Inlet Top": 29 1) Various types 30 2) Various sizes 31 3. The price bid shall include: 32 a. Furnishing and installing the specified Inlet 33 b. Mobilization 34 c. Excavation 35 d. Hauling 36 e. Disposal of excess materials 37 f. Furnishing, placement and compaction of embedment 38 g. Furnishing, placement and compaction of backfill 39 h. Concrete 40 i. Reinforcing steel CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 11, 2022 Eaton High School Stadium Addition CPN 106072 1 j. Mortar 2 k. Aluminum and castings 3 1. Frames 4 in. Grates 5 n. Rings and covers 6 o. Clean-up 7 1.3 REFERENCES 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 33 4920 -2 CURB AND DROP INLETS Page 2 of 5 A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. ASTM International (ASTM): a. C478, Standard Specification for Precast Reinforced Concrete Manhole and Inlet Sections. b. D4101, Standard Specification for Polypropylene Injection and Extrusion Materials. c. C309, Standard Specification for Liquid Membrane -Forming Compounds for Curing Concrete. 3. Texas Department of Transportation (TxDOT). a. Departmental Materials Specification (DMS): 1) 7340, Qualification Procedure for Multi -Project Fabrication Plants of Precast Concrete Manholes and Inlets. 23 1.4 ADMINISTRATIVE REQUIREMENT [NOT USED] 24 1.5 SUBMITTALS 25 A. Submittals shall be in accordance with Section 0133 00. 26 B. All submittals shall be approved by the City prior to delivery. 27 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 28 A. Product Data 29 1. Precast Concrete Inlet 30 2. Pipe connections at inlet walls 31 3. Stubs and stub plugs 32 4. Admixtures 33 5. Concrete Mix Design 34 1.7 CLOSEOUT SUBMITTALS [NOT USED] 35 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 36 1.9 QUALITY ASSURANCE [NOT USED] 37 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 38 1.11 FIELD [SITE] CONDITIONS [NOT USED] 39 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 33 49 20 - 3 CURB AND DROP INLETS Page 3 of 5 1 PART 2 - PRODUCTS 2 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 3 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 4 A. Materials 5 1. Concrete 6 a. Furnish concrete that conforms to the provisions of Section 03 30 00. 7 2. Reinforcing Steel 8 a. Furnish reinforcing steel that conforms to the requirements of Section 03 30 00. 9 3. Mortar 10 a. Furnish mortar per Section 03 80 00. 11 4. Steps 12 a. Provide polypropylene supports and steps conforming to the shape and 13 dimensions shown on the Drawings that meet the requirements of ASTM 14 D4101 and ASTM C478, Section 16, "Steps and Ladders." 15 5. Curing Materials 16 a. Curing materials shall conform to the provisions of Division 3. 17 6. Frames, Grates, Rings and Covers 18 a. Provide frames, grates, rings and covers that conform to dimensions and 19 materials shown on Drawings and Section 33 05 13. 20 b. Ensure that covers and grates fit properly into frames and seat uniformly and 21 solidly. 22 2.3 ACCESSORIES [NOT USED] 23 2.4 SOURCE QUALITY CONTROL [NOT USED] 24 PART 3 - EXECUTION 25 3.1 INSTALLERS [NOT USED] 26 3.2 EXAMINATION [NOT USED] 27 3.3 PREPARATION 28 A Removal 29 1. Remove all or portions of existing structures in accordance with Section 02 41 13. 30 2. Drill, dowel, and grout in accordance with Section 03 30 00. fJEIMI.0V1Nwv11130 32 A. Interface with Other Work 33 1. All types of inlets may be built either in 1 stage or in 2 stages, described as Stage 1 34 and Stage II. 35 a. Build inlets designed to match the final roadway surface in stages. 36 2. Construct the Stage I portion of inlets as shown on the Drawings or as specified in 37 this Section. 38 a. Furnish and install a temporary cover as approved by the Engineer. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised March 11, 2022 Eaton High School Stadium Addition CPN 106072 33 4920 -4 CURB AND DROP INLETS Page 4 of 5 1 3. Construct Stage II after the pavement structure is substantially complete unless 2 otherwise approved by the Engineer. 3 a. For Stage II, construct the remaining wall height and top of inlet and furnish 4 and install any frames, grates, rings and covers, manhole steps, curb beams or 5 collecting basins required. 6 B. Cast -In -Place Inlets 7 1. Construct cast -in -place inlets in accordance with Section 03 30 00. 8 a. Forms willbe required for all concrete walls. 9 b. Outside wall forms for cast -in -place concrete maybe omitted with the approval 10 of the Engineer if the surrounding material can be trimmed to a smooth vertical 11 face. 12 2. Cast polypropylene steps into the concrete walls when the concrete is placed, or 13 drill and grout steps in place after concrete placement. 14 C. Inlets for Precast Concrete Drain Pipes 15 1. Construct inlets for precast concrete drainpipes as soon as is practicable after storm 16 drain lines into or through the inlet locations are completed. 17 a. Neatly cut all pipes at the inside face of the walls of the inlet and point up with 18 mortar. 19 D. Inlets for Monolithic Drain Pipes 20 1. Construct bases for inlets on monolithic drain pipes either monolithically with the 21 storm dram or after the storm drain is constructed. 22 E. Inverts 23 1. Shape and route floor inverts passing out or through the inlet as shown on the 24 Drawings. 25 2. Shape by adding and shaping mortar or concrete after the base is cast or by placing 26 the required additional material with the base. 27 F. Finishing Complete Inlets 28 1. Complete inlets in accordance with the Drawings. 29 2. Backfill to original ground elevation in accordance with Section 33 05 10. 30 G. Finishing Stage I Construction 31 1. Complete Stage I construction by constructing the walls to the elevations shown on 32 the Drawings and backfilling to required elevations in accordance with Section 33 33 0510. 34 R Stage II Construction 35 1. Construct subgrade and base course or concrete pavement construction over Stage I 36 inlet construction, unless otherwise approved by the Engineer. 37 2. Excavate to expose the top of Stage I construction and complete the inlet in 38 accordance with the Drawings and these Specifications, including backfill and 39 cleaning of all debris from the bottom of the manhole or inlet. 40 I. Form Removal 41 1. Forms used in the construction of "Inlets" which support vertical loads will remain 42 in place at least 24 hours after the concrete is placed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 33 49 20 - 5 CURB AND DROP INLETS Page 5 of 5 1 2. Other forms shall remain in place for a minimum time 24 hours after concrete is 2 placed, unless otherwise directed by the Engineer. 3 J. Curing 4 1. Cure all exposed concrete as required in Section 03 30 00. 5 K Finishing 6 1. Conform to Section 03 30 00. 7 3.5 REPAIR [NOT USED] 8 3.6 RE -INSTALLATION [NOT USED] 9 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 10 3.8 SYSTEM STARTUP [NOT USED] 11 3.9 ADJUSTING 12 A. Refer to Section 33 05 14. 13 3.10 CLEANING [NOT USED] 14 3.11 CLOSEOUT ACTIVITIES [NOT USED] 15 3.12 PROTECTION [NOT USED] 16 3.13 MAINTENANCE [NOT USED] 17 3.14 ATTACHMENTS [NOT USED] 18 19 20 21 22 END OF SECTION Revision Log DATE NAME SUMMARYOF CHANGE 3/11/2022 M Owen Revised measurement and payment section to include bid item for "Remove and Replace Inlet Top" CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 11, 2022 Eaton High School Stadium Addition CPN 106072 344120-1 ROADWAY ILLUMINATION ASSEMBLIES Page 1 of 12 SECTION 34 4120 ROADWAY ILLUMINATION ASSEMBLIES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Roadway illumination assemblies 2. Roadway illumination foundations 3. Removal of roadway illumination assemblies 4. Relocation of roadway illumination assemblies B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 03 30 00 — Cast -in -Place Concrete 4. Section 33 05 10 —Utility Trench Excavation, Embedment and Backfill 5. Section 33 05 30 —Location of Existing Utilities 6. Section 34 41 10 — Traffic Signals 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Roadway Illumination Assemblies a. Measurement 1) Measurement for this Item shall be per each Roadway Illumination Assembly installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Rdwy Illum Assmbly" installed for: a) Various types c. The price bid shall include: 1) Furnishing Roadway Illumination Assembly, if required 2) Assembling and installing each Roadway Illumination Assembly 3) Poles 4) Arms 5) Anchor bolts 6) Fixtures 7) Internal electrical conductors 8) Connection and mounting hardware 9) Bases 10) Lamps CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 344120-2 ROADWAY ILLUMINATION ASSEMBLIES Page 2 of 12 11) Preparing submittals 12) Exploratory excavation (as needed) 13) Coordination and notification 14) Assembly and transportation of all items 15) Excavation, hauling, disposal of excess material 16) Protection of the excavation 17) Clean-up 18) Testing 2. Ornamental Illumination Assemblies a. Measurement 1) Measurement for this Item shall be per each Ornamental Assembly installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Ornamental Assmbly" installed for: a) Various types c. The price bid shall include: 1) Furnishing Ornamental Illumination Assembly, if required 2) Assembling and installing each Ornamental Assembly 3) Poles 4) Arms 5) Anchor bolts 6) Fixtures 7) Internal electrical conductors 8) Connection and mounting hardware 9) Bases 10) Lamps 11) Preparing submittals 12) Exploratory excavation (as needed) 13) Coordination and notification 14) Assembly and transportation of all items 15) Excavation, hauling, disposal of excess material 16) Protection of the excavation 17) Clean-up 18) Testing 3. Lighting Fixtures a. When a pay item for Illumination Assembly exists: 1) Measurement a) This Item is considered subsidiary to Illumination Assembly installation. 2) Payment a) The work performed and materials furnished in accordance with this Item are subsidiary to the unit price bid per each "Rdwy Illum Assmbly" or "Ornamental Assmbly" bid, and no other compensation will be allowed. b. When a pay item for Illumination Assembly does not exist: 1) Measurement a) Measurement for this Item shall be per each Lighting Fixture installed. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 344120-3 ROADWAY ILLUMINATION ASSEMBLIES Page 3 of 12 2) Payment a) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Lighting Fixture" installed for: (1) Various types (2) Various power 3) The price bid shall include: a) Furnishing Lighting Fixture, if required b) Assembling Lighting Fixture c) Wiring connections d) Disposal of any unused or replaced materials e) Clean-up 4. Roadway Illumination Foundations a. Measurement 1) Measurement for this Item shall be per each Roadway Illumination Foundation installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Rdwy Illum Foundation" installed for: a) Various types c. The price bid shall include: 1) Installing each Roadway Illumination Foundation 2) Reinforcing steel 3) Exploratory excavation (as needed) 4) Grounding rods 5) Coordination and notification 6) Excavation, hauling, disposal of excess material 7) Protection of the excavation 8) Clean-up 9) Testing 5. Contact Enclosure a. Measurement 1) Measurement for this Item shall be per each Contact Enclosure installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Contact Enclosure" installed for: a) Various mounting methods c. The price bid shall include: 1) Furnishing and installing Contact Enclosure 2) Mounting materials 3) Clean-up 6. Furnishing and Installing Wood Light Pole a. Measurement 1) Measurement for this Item shall be per each 40' Wood Light Pole furnished and installed. b. Payment CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 344120-4 ROADWAY ILLUMINATION ASSEMBLIES Page 4 of 12 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Furnish/Install 4O' Wood Light Pole". c. The price bid shall include: 1) Excavation 2) Furnishing and installing each 40' Wood Light Pole 3) Furnishing, placement and compaction of backfill 4) Clean-up 7. Furnishing and Installing Wood Light Pole Arm a. Measurement 1) Measurement for this Item shall be per each 8' Wood Light Pole Arm furnished and installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Furnish/Install 8' Wood Light Pole Arm". c. The price bid shall include: 1) Furnishing and installing each 8' Wood Light Pole Arm 2) Clean-up 8. Aluminum Electrical Conductors a. Measurement 1) Measurement for this Item shall be per linear foot of Aluminum Electrical Conductor installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of "Alum Elec Conductor" installed for: a) Various Sizes c. The price bid shall include: 1) Furnishing and installing Aluminum Electrical Conductor 2) Testing 9. Conductor Reconnection a. Measurement 1) Measurement for this Item shall be per each conductor reconnected. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Reconnect Conductor". c. The price bid shall include: 1) Reconnection of conductors using City approved method 2) Testing of connection 10. Street Light Pole Removal and Salvage a. Measurement 1) Measurement for this Item shall be per each Street Light removed and salvaged. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Salvage Street Light Pole" performed. c. The price bid shall include: CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 344120-5 ROADWAY ILLUMINATION ASSEMBLIES Page 5 of 12 1) Removal and salvage of Street Light Pole 2) Maintain existing street light circuit including new ground box and reconnection of circuits (if required by City) 3) Removal of existing street light pole foundation 2' below grade, back fill with like surrounding material 4) Delivery of salvaged materials to appropriate location 5) Clean-up 11. Street Light Pole Relocation a. Measurement 1) Measurement for this Item shall be per each Street Light Pole removed and salvaged. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Relocate Street Light Pole" performed. c. The price bid shall include: 1) Removal and salvage of Street Light Pole 2) Delivery of salvaged materials to appropriate location 3) Replacement of pole to new location 4) Furnishing, placement and compaction of backfill material 5) Clean-up 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. National Electric Code (NEC) 3. Texas State Law, Article 1426C 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify City at (817) 392-7738 a minimum of 7 days before beginning Work on the Project. 2. Notify Inspector prior to pouring roadway illumination assembly foundations. 3. Coordinate with Traffic Services Inspector for pole types, template dimensions and anchor bolts, and any questions about installing the foundations and conduit. 4. For location of City underground street luminaire cable and conduit can (817) 392- 7738 or (817) 392-8100. 5. Obtain and pay for all permits as required to Work in parkway. B. Preinstallation Meetings 1. Attend pre -construction meeting. 1.5 SUBMITTALS A. Shop Drawings will be required for each Illumination Assembly and shall include: 1. Material Data CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 344120-6 ROADWAY ILLUMINATION ASSEMBLIES Page 6 of 12 2. Pole dimensions and data 3. Luminaire arm dimensions and data 4. Attachment details 5. Fixtures 6. Base details 7. Anchor bolt data 8. Wall thickness 9. Permissible loading and allowable stress B. Product Data submittals shall be in accordance with Section 0133 00. C. All submittals shall be approved by the Engineer or the City prior to delivery and/or fabrication for specials. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product Data Sheets 1. Submit product data sheets for roadway illumination assemblies to City for approval prior to ordering materials. 1.7 CLOSEOUT SUBMITTALS A. Warranty Documentation 1. Provide manufacturer warranty information to the City. 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Parts shall be properly protected so that no damage or deterioration occurs during a prolonged delay from the time of shipment until installation. 2. Exposed anchor bolts shall be protected until pole shaft is installed. 3. Prevent plastic and similar brittle items from being exposed to direct sunlight and extremes in temperature. 4. The Contractor shall secure and maintain a location to store the material in accordance with Section 0150 00. B. Delivery and Acceptance 1. Contactor and Inspector shall visually inspect roadway illumination assemblies after removal to determine the condition of the hardware. 2. Contractor shall protect all salvable material during transport to City specified storage facility. 3. Delivered material must be in the same condition after removal, as agreed upon by Contractor and Inspector after removal. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 344120-7 ROADWAY ILLUMINATION ASSEMBLIES Page 7 of 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY A. Manufacturer Warranty 1. Manufacturer's warranty shall be in accordance with Division 1. PART 2 - PRODUCTS 2.1 PRODUCTS TO BE PURCHASED FROM THE CITY A. Refer to Drawings and Contract Documents to determine if any Items are to be purchased from the City and installed by the Contractor. B. Items eligible for purchase from the City include: 1. Roadway Illumination poles 2. Contactors 2.2 ASSEMBLIES, EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed in the City's Standard Products List will be considered as shown in Section 0160 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. B. Description 1. Regulatory Requirements a. All Work related to the installation of roadway illumination assemblies shall be in compliance with the National Electric Code (NEC). 2. Roadway Illumination Assemblies a. Poles, arms, light fixtures and lamps shall conform to City Standard Details. b. Ornamental Assemblies 1) Refer to Drawings for ornamental pole specifications. c. Lighting Fixtures 1) Refer to Drawings for lighting fixture specifications. d. Foundations 1) Concrete shall conform to Section 03 30 00. e. Wood Light Poles 1) Wood Poles for electrical service shall be ANSI Class 5 treated timber. a) For other applications, Class 2 treated timber is allowed. 2) All treated wood poles shall be free from pith holes. a) Trimmed scars are allowable up to a depth of 2-inches in poles up to 10 inches in diameter. b) Scars 115 of the pole diameter at the scar location will be allowable for wood poles larger than 10-inches. 3) Wood poles shall not deviate from straight more than 1 inch in 10 feet of length. a) Only a single sweep shall be permitted. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 344120-8 ROADWAY ILLUMINATION ASSEMBLIES Page 8 of 12 b) A straight line adjoining the midpoint of the pole at the butt with the midpoint of the pole at the top shall not at any intermediate pass through the external surface of the pole. c) Only a single twist of spiral grain will be permitted. 4) Butt slivering due to felling shall be permitted if the distance from the outside circumference is not less than 11/4 inch and the height is not more than 1 foot. S) Timber shall be treated for preservation in accordance with AWPA C4 pressure treatment methods. a) The poles shall have the minimum net retention of preservative treatment shown in the following table: Treatment(pounds Minimum Retention per cubic foot) Creosote 9.0 Pentachloro henol 0.45 ACA/CCA 0.6 6) Pole Markings 7) All markings shall be in accordance with the following table: a) The bottom brand shall be placed squarely on the face of each pole 10 feet from the butt. Marking Description of Markin PTC Supplier's code or trademark (ie. Pole Treating Company) F-01 Plant location and year of treatment (ie. Forestville, 2001) SPC Species and preservative code (ie. southern pine, creosote) 5-35 Class -length (ie. Class 5, 35-footpole) 8) A treatment certification will be required with each shipment of treated timber poles including: a) Name of treatment company b) Location of treatment plant c) Applicable product standard (AWPA C4) d) Charge number e) Date of treatment f) Contents of charges (poles) g) Preservative treatment h) Measured preservative retention values f. Wood Light Pole Arms 1) Refer to City Standard Detail Drawings for light pole arm specifications. g. Aluminum Electrical Conductors 1) Refer to Drawings for conductor sizes 2) Use stranded insulated conductors that are rated for 600 volts 3) Approved for wet locations 4) Marked in accordance with UL, NEC, and CSA requirements 3. Roadway illumination pole foundations a. Foundations shall be Class C (3000 PSI) concrete. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 344120-9 ROADWAY ILLUMINATION ASSEMBLIES Page 9 of 12 1) Refer to Section 03 30 00. b. Foundation shall be 24 or 30 inches in diameter unless shown otherwise in the Drawings. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL A. Tests and Inspections 1. Notify the Traffic Services Division Inspector 24 hours in advance (between 8:00 am and 5:00 pm) of all concrete pours at (817) 392-7738. a. Inspector must be present when concrete is placed on the Project Site. PART 3 - EXECUTION �c ��F.��►�i1h/1[10010 A. Verification of Conditions 1. Contractor shall verify by exploratory excavation, if needed, that existing underground utilities are not in conflict with proposed foundations. a. All exploratory excavation shall conform to Section 33 05 30. 2. Contractor shall contact the following entities at least 48 hours in advance of excavation: a. DIG TESS b. City of Fort Worth Water Department c. City of Fort Worth T/PW Department 3. No additional payment will be made for relocation of any foundations or conduit due to location of existing utilities. 4. The Engineer may shift an assembly's location, if necessary, to avoid conflict with utilities. 3.2 PREPARATION A. Protection of In -Place Conditions Contractor shall be responsible for the following at no additional cost to the City: a. Prevent any property damage to property owner's poles, fences, shrubs, mailboxes, etc. Any damaged property will be restored as directed by Engineer. b. Adjust and repair any existing landscaping and the sprinkler systems as directed by the Engineer to allow for the placement of all roadway illumination equipment. This shall be done in a manner equal to or better than the areas adjacent to the damaged areas. c. Provide access to all driveways during construction, unless authorized by the inspector. d. Protect all underground and overhead utilities and repair any damages. 3.3 INSTALLATION A. Foundations CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 34 41 20 - 10 ROADWAY ILLUMINATION ASSEMBLIES Page 10 of 12 I. Dimensions shown on Drawings for locations of street light foundations, conduit and other items may be varied to meet local conditions; subject to approval of Engineer. 2. Foundation piers shall be drilled plumb. 3. The top of foundation shall be poured level. 4. The top 3 inches of the exposed pier (height) above finished grade shall have the sonotube removed. 5. Anchor bolts shall extend above the top of the foundation concrete as shown on Anchor Bolt Detail. 6. Anchor bolts, ground rod, reinforcing, and conduit shall be in place before pouring concrete in pier foundations. 7. Pier foundations shall have 1 continuous concrete pour. 8. Foundations shall have a chamfered edge (beveled) at the top. 9. Top of foundation shall be 3 inches above the finished grade unless shown different on Drawings. 10. Foundations in medians shall be placed in the center of the median between the 2 curbs. 11. Foundations shall not be drilled within 3 feet of a water line or fire hydrant. 12. In residential areas foundations shall be placed in the street right of way (R.O.W.) in line with the property line between lots and at the break of the radius point of the street curb at street intersections. 13. Foundations shall not be placed in sidewalks (or location of future sidewalks) or sidewalk ramps. 14. No street light poles shall be placed on foundations prior to 7 days following pouring of concrete. B. Roadway Illumination Assemblies Roadway Illumination Assemblies a. Use established industry and utility safety practices when installing poles located near overhead or underground utilities. Consult with the appropriate utility company before beginning work. b. Prevent scarring or marring of poles, mast arm, and fixtures. c. Stake, install, and align each assembly as shown on the plans. d. Do not use screw -in type foundations. e. Install anchor bolts and coat anchor bolt threads. f. Erect structures after foundation has attained its design strength as required in Section 03 30 00. g. Tighten anchor bolts for poles with shoe bases. h. Do not place grout between base plate and foundation. i. Test installed roadway illumination assembly with City inspector present. Wood Light Pole a. All light pole installations should be coordinated with all appropriate utility companies prior to Work beginning. b. Drill holes for setting poles shall be a minimum of 1.5 diameters of the pole butt. c. Poles shall be set plumb, unless otherwise specified on the Drawings. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 34 41 20 - 11 ROADWAY ILLUMINATION ASSEMBLIES Page 11 of 12 d. Unless otherwise shown in Drawings, poles should be set to the minimum depths shown in the following table: Pole Length (feet) Minimum Setting Depth (feet) < 25 4.5 26-30 5.0 31-35 5.5 36-40 6.0 41-45 6.5 46-50 7.0 e. Backfill the hole around the pole thoroughly by tamping 6-inch lifts of backfill material until reaching natural grade. 1) Once grade is met, apply a last 6-inch lift in a cone shape around the pole to allow for settling. 2) Backfill in accordance to Section 33 05 10. f. Repair and clean-up surrounding area to a condition that is equal to or better than its condition prior to installation. 3.4 REPAIR / RESTORATION [NOT USED] 3.5 RELOCATION AND REMOVAL A. Relocation 1. Disconnect and remove conductors from abandoned circuits. 2. Remove abandoned circuit or ducts to a point 6 inches below final grade. 3. Reconnect conduit, ducts, conductors to be reused. 4. Replace damaged conduit, ducts, and conductors. 5. Do not use screw -in type foundations. 6. Install existing structures on new foundations. 7. Do not place grout between base plate and foundation. 8. Furnish and install new internal conductors, fused and unfused connectors, and fixtures. 9. Test installed roadway illumination assembly with City inspector present 10. Accept ownership of unsalvageable materials and dispose of in accordance with federal, state, and local regulations. B. Removal 1. Remove roadway illumination assembly components in accordance with established industry and utility safety practices. 2. Remove transformer bases from transformer base poles. 3. Remove luminaires and mast arms from the pole shaft. 4. Stockpile pole shafts, mast arms, and assembly hardware at a location designated by the City. 5. Pole shafts, mast arms, and assembly hardware will remain City property unless otherwise shown on the plans or directed. 6. Disconnect and remove conductors from abandoned circuits. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 34 41 20 - 12 ROADWAY ILLUMINATION ASSEMBLIES Page 12 of 12 7. Remove abandoned conduit and ducts to a point 6 inches below final grade. 8. Destroy existing transformer bases to prevent reuse. 9. Remove abandoned concrete foundations to a point 2 ft. below final grade. 10. Backfill the hole with material that is equal in composition and density to the surrounding area. 11. Replace surfacing material with similar material to an equivalent condition. 12. Accept ownership of unsalvageable materials and dispose of in accordance with federal, state, and local regulations. 3.6 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.7 SYSTEM STARTUP [NOT USED] 3.8 ADJUSTING [NOT USED] 3.9 CLEANING A. Contractor shall clean up and remove all loose material resulting from construction operations. 3.10 CLOSEOUT ACTIVITIES [NOT USED] 3.11 PROTECTION [NOT USED] 3.12 MAINTENANCE [NOT USED] 3.13 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 34 41 30 - 1 ALUMINUM SIGNS AND SIGN POSTS Page 1 of 9 SECTION 34 4130 ALUMINUM SIGNS AND SIGN POSTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Aluminum signs installed on mast arms, signal poles, or steel posts. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Furnishing and Installing Mast Arm or Signal Pole Mounted Aluminum Signs a. Measurement 1) Measurement for this Item shall be per each sign installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Fumish/Install Alum Sign Mast Arm Mount" installed for: a) Various types c. The price bid shall include: 1) Fabricating the aluminum sign 2) Treatment of sign panels required before application of background materials 3) Application of the background materials and messages to the sign panels 4) Furnishing and fabricating frames, windbeams, stiffeners, or required joint backing strips 5) Furnishing bolts, rivets, screws, fasteners, clamps, brackets, and sign support connections 6) Assembling and erecting the signs 7) Preparing and cleaning the signs 2. Installing Mast Arm or Signal/Street Light Pole Mounted Aluminum Signs a. Measurement 1) Measurement for this Item shall be per each sign installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid for each "Install Alum Sign Mast Arm Mount" installed. c. The price bid shall include: 1) Installing each Aluminum Sign CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised November 12, 2013 Eaton High School Stadium Addition CPN 106072 344130-2 ALUMINUM SIGNS AND SIGN POSTS Page 2 of 9 2) Furnishing and fabricating frames, windbeams, stiffeners, or required joint backing strips 3) Furnishing bolts, rivets, screws, fasteners, clamps, brackets, and sign support connections 4) Assembling and erecting the signs 5) Preparing and cleaning the signs Furnishing and Installing Ground Mounted Aluminum Sign and Post Assemblies a. Measurement 1) Measurement for this Item shall be per each assembly furnished and installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid for each "Furnish/Install Alum Sign Ground Mount" installed for: a) Various types c. The price bid shall include: 1) Fabrication of signs and posts 2) Treatment of sign panels required before application of background materials 3) Application of the background materials and messages to the sign panels 4) Scheduling utility line locates 5) Furnishing and fabricating frames, windbeams, stiffeners, or required joint backing strips 6) Furnishing bolts, rivets, screws, fasteners, clamps, brackets, and sign support connections 7) Assembling and erecting the signs and posts 8) Preparing and cleaning the signs 4. Installing Ground Mounted Aluminum Sign and Post Assemblies a. Measurement 1) Measurement for this Item shall be per each assembly installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid for each "Install Alum Sign Ground Mount" installed. c. The price bid shall include: 1) Scheduling utility line locates 2) Assembling and erecting the signs and posts 3) Preparing and cleaning the signs 5. Furnishing and Installing Aluminum Signs Mounted on Existing Poles a. Measurement 1) Measurement for this Item shall be per each sign furnished and installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Furnish/Install Alum Sign Ex. Pole Mount" furnished and installed. c. The price bid shall include: 1) Furnishing and installing the aluminum sign 2) Furnishing and fabricating frames, windbeams, stiffeners, or required joint backing strips CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised November 12, 2013 Eaton High School Stadium Addition CPN 106072 344130-3 ALUMINUM SIGNS AND SIGN POSTS Page 3 of 9 3) Furnishing bolts, rivets, screws, fasteners, clamps, brackets, and sign support connections 4) Assembling and erecting the signs 5) Preparing and cleaning the signs 6. Installing Aluminum Signs Mounted on Existing Poles a. Measurement 1) Measurement for this Item shall be per each sign installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Install Alum Sign Ex. Pole Mount" installed. c. The price bid shall include: 1) Fabricating the aluminum sign 2) Furnishing and fabricating frames, windbeams, stiffeners, or required joint backing strips 3) Furnishing bolts, rivets, screws, fasteners, clamps, brackets, and sign support connections 4) Assembling and erecting the signs 5) Preparing and cleaning the signs 7. Removal of Signs a. Measurement 1) Measurement for this Item shall be per each sign panel removed, each sign panel and post removed, and each sign panel and post removed and reinstalled. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Remove Sign" for: a) Various types b) Various configurations c. The price bid shall include: 1) Removal of sign panel and post 2) Removal of sign panel 3) Backfill 4) Excavation 5) Returning materials to the City as specified in the plans 6) Cleaning sign panel if sign is to be reinstalled 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Standard Testing Materials (ASTM) a. ASTM B209-07— "Standard Specification for Aluminum and Aluminum -Alloy Sheet and Plate". b. ASTM D4956 — 09e 1 —"Standard Specification for Retroreflective Sheeting for Traffic Control". CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised November 12, 2013 Eaton High School Stadium Addition CPN 106072 34 41 30 - 4 ALUMINUM SIGNS AND SIGN POSTS Page 4 of 9 c. ASTM A 10 11 / A1011- 10 — "Standard Specification for Steel, Sheet and Strip, Hot -Rolled, Carbon, Structural, High -Strength Low -Alloy, High -Strength Low - Alloy with Improved Formability, and Ultra -High Strength". d. ASTM B117-09 — "Standard Practice for Operating Salt Spray (Fog) Apparatus". e. AASHTO M 120-08 — "Standard Specification for Zinc". 3. Texas Manual on Uniform Traffic Control Devices 4. Item 644, Small Roadside Sign Supports and Assemblies, Texas Department of Transportation, Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to delivery and/or fabrication for specials. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Shop Drawings 1. Submit 5 sets of sign shop drawings to City Traffic Services Department for approval prior to fabrication. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING A. Delivery and Acceptance Requirements 1. Signs and parts shall be properly protected so that no damage or deterioration occurs during a prolonged delay from the time of shipment until installation. 2. The Contractor shall secure and maintain a location to store the material in accordance with Section 01 50 00. B. Storage and Handling 1. Ship, handle, and store completed sign blanks and completed signs so that corners, edges, and faces are not damaged. 2. Damage to the sign face that is not visible when viewed at a distance of 50 feet, night and day, will be acceptable. 3. Replace unacceptable signs. 4. Store all finished signs off the ground and in a vertical position until erected. 5. Store finished signs 60 inches x 60 inches or smaller in a weatherproof building. 6. Larger signs may be stored outside. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised November 12, 2013 Eaton High School Stadium Addition CPN 106072 344130-5 ALUMINUM SIGNS AND SIGN POSTS Page 5 of 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 PRODUCTS TO BE PURCHASED FROM THE CITY A. Refer to Drawings and Contract Documents to determine if any Items are to be purchased from the City and installed by the Contractor. B. Items eligible for purchase from the City include: 1. Aluminum Signs A. Manufacturers 1. Only the manufacturers as listed in the City's Standard Products List will be considered as shown in Section 0160 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. B. Sign blanks 1. Sign blanks shall be new, unweathered, milled, rolled and finished aluminum alloy meeting Specifications for 50521-138 as outlined in ASTM B 209 — 02a. 2. Sign blanks shall be free of buckle, crevice, warp, dent, cockles, burrs, corrosion, dirt, grease, oil, white rust, fingerprints and/or other irregularities. 3. Sign blanks shall be degreased and etched according to industry standards and shall have an alodined finish applied per MIL-05541 Class IA. 4. The thickness of each sign blank shall be uniform throughout. C. Sign sheeting Acrylic overlay film a. This film shall be applied to Type I, Type 11, Type IV, Type IX, and other retroreflective sheeting for permanent signing. b. The film shall be equal to or better than 3M Scotchlite ElectroCut Film Series 1170. c. Film shall be: 1) Durable 2) Transparent 3) Acrylic 4) Electronic-cuttable 5) Coated with a transparent, pressure sensitive adhesive 6) Have a removable synthetic liner — paper liner is not acceptable d. Film colors can include yellow, green, blue, brown, red, and orange. 2. Non -reflective vinyl film a. This film shall be applied to Type IV, Type XI (DG3) retroreflective sheeting for permanent signing. The film shall be equal to or better than 3M Scotchcal ElectroCut Film Series 7725. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised November 12, 2013 Eaton High School Stadium Addition CPN 106072 344130-6 ALUMINUM SIGNS AND SIGN POSTS Page 6 of 9 b. Film shall be: 1) Durable 2) 2 mil opaque cast vinyl 3) Coated with a transparent, pressure -sensitive adhesive 4) Have a removable synthetic liner — paper line is not acceptable c. Film colors can include yellow, green, blue, brown, red, and orange. 3. High intensity prismatic retroreflective sheeting with adhesive backing shall: a. Be combined with other components for permanent signing b. Typically be an unmetallized microprismatic lens retroreflective element material c. Have a smooth outer surface that essentially has the property of the retroreflector over its entire surface 1) The adhesive backing shall be pressure -sensitive, require no heat, solvent or other preparation for the adhesion to smooth, clean surfaces. d. Be equal to or better than 3M Series 3930 e. Be of colors including white, yellow, green, red, blue, and brown 4. Super -high efficiency full cube retroreflective sheeting with pressure sensitive adhesive shall: a. Be combined with other components for permanent signing b. Be a super -high efficiency, full cube retroreflective sheeting having the highest retroreflectivity characteristics at medium and short road distances. c. Typically be a microprismatic retroreflective element material d. Have a smooth outer surface that essentially has the property of retroreflector over its entire surface 1) The adhesive backing shall be pressure -sensitive, require no heat, solvent or other preparation for adhesion to smooth, clean surfaces. e. Be equal to or better than 3M Series 4000 f. Be of colors including white, yellow, green, red, blue, brown, fluorescent yellow, fluorescent yellow green, and fluorescent orange D. Telescoping Steel Sign Post 1. Posts and anchors shall conform to the Standard Specifications for Hot Rolled Carbon Sheet Steel, Structural Quality ASTM designation A 10 11 / A1011- 10. 2. Posts and anchors shall carry minimum certifiable 60,000 psi yield strength. 3. All posts and anchors shall be manufactured from raw steel, formed and welded on the comer prior to receiving a triple coat protection of inline hot -dipped, galvanized zinc per AASHTO M-120-08 (0.8 ounces per square foot) followed by a chromate conversion coating and a cross -linked polyurethane acrylic exterior coating. 4. The interior shall receive a double coat of zinc based organic coating, tested in accordance with ASTM B-117-09. E. Hardware 1. Use galvanized steel, stainless steel, or dichromate -sealed aluminum for bolts, nuts, washers, lock washers, screws, and other sign assembly hardware. 2. Use plastic or nylon washers to avoid tearing the reflective sheeting. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised November 12, 2013 Eaton High School Stadium Addition CPN 106072 344130-7 ALUMINUM SIGNS AND SIGN POSTS Page 7 of 9 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 FABRICATION A. Sign blanks 1. Furnish sign blanks to the sizes and shapes shown on the Drawings and that are free of buckles, warps, burrs, dents, cockles, or other defects. 2. Do not splice individual extruded aluminum panel. 3. Complete the fabrication of sign blanks, including the cutting and drilling or punching of holes, before cleaning and degreasing. 4. After cleaning and degreasing, ensure that the substrate does not come into contact with grease, oils, or other contaminants before the application of the reflective sheeting. B. Sign sheeting 1. Use reflective sheeting from the same manufacturer for the entire face of a sign. 2. Apply sheeting to sign blanks in conformance with the recommended procedures of the sheeting manufacturer. 3. Clean and prepare the outside surface of extruded aluminum flanges in the same manner as the sign panel face. 4. Minimize the number of splices in the sheeting. 5. Overlap the lap -splices by at least 1/4 inch. 6. Provide a 1-foot minimum dimension for any piece of sheeting. 7. Do not splice sheeting for signs fabricated with transparent screen inks or colored transparent films. C. Sign messages 1. Fabricate sign messages to the sizes, types, and colors shown on the Drawings. 2. Use sign message material from the same manufacturer for the entire message of a sign. 3. Ensure that the screened messages have clean, sharp edges and exhibit uniform color and reflectivity. 4. Prevent runs, sags, and voids. D. Telescoping steel sign posts 1. Permissible variation in straightness is 1/16 inch in 3 feet. 2. Tolerances are on the outside size. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised November 12, 2013 Eaton High School Stadium Addition CPN 106072 344130-8 ALUMINUM SIGNS AND SIGN POSTS Page 8 of 9 Measurements for outside dimensions shall be made at least 2 inches from end of tube. Nominal Outside Dimensions inches Outside Tolerance at all Side Corners inches 1'/2X 1'/2 ±0.006 1 3/4 X 1 3/4 f0.008 2 X 2 f0.008 2 '/4 X 2 '/4 10.010 2'/2 X 2'/2 ±0.010 3. Permissible variation in wall thickness is plus 0.011 inches, minus 0.008 inches. 4. Measured in the center of the flat side tolerance is ± 0.01 inch applied to the specific size determined at the corner. 5. Squareness of Sides and Twist Nominal Squareness Twist Permissible in 3 Outside Dimensions Tolerance inches Lengths (inches) (inches) inches 1 '/2 X 1 %2 ±0.009 0.050 1 3/4 X 1 3/4 ±0.010 0.062 2 X 2 ±0.012 0.062 2 %4 X 2 '/4 ±0.014 0.062 2 %2 X 2 %2 ±0.015 0.075 6. All top posts must be capable of fracturing at the point of connection with a single anchor, when impacted, in such a manner that the piece inside of the anchor can be removed so as to allow the anchor to receive a new top post. 7. The shape of all posts and anchors shall be square and straight with smooth tubing welded in one corner with a tolerance that permits telescoping of the next larger or small size, in '/4-inch increments. 8. All anchors shall be 12 gauge with holes that are fully perforated 7/16-inch diameter on 1-inch centers for at least the top 4 inches of the anchor while being truly aligned in the center of the section. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised November 12, 2013 Eaton High School Stadium Addition CPN 106072 344130-9 ALUMINUM SIGNS AND SIGN POSTS Page 9 of 9 9. All top posts shall be 14 gauge with holes that are die embossed knockouts on f- inch centers for the entire length of the post and truly aligned in the center of section. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. Wash completed signs with a biodegradable cleaning solution acceptable to the manufacturers of the sheeting, colored transparent film, and screen ink to remove grease, oil, dirt, smears, streaks, finger marks, and other foreign material. B. Wash again before final inspection after erection. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 11/22/13 S. Arnold Changes to vinyl film, added sign removal bid item CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised November 12, 2013 Eaton High School Stadium Addition CPN 106072 331250-1 WATER SAMPLING STATIONS Page 1 of 5 SECTION 33 12 50 WATER SAMPLING STATIONS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Water sampling stations for potable water mains B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Products Installed But Not Furnished Under This Section 1-inch water service line a. From water main to curb stop (including tap) D. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 03 30 00 — Cast -In -Place Concrete 4. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 5. Section 33 05 10 —Utility Trench Excavation, Embedment and Backfill 6. Section 33 12 10 — Water Services 1-inch to 2-inch 7. Section 33 12 25 — Connections to Existing Water Mains 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Water Sampling Station a. Measurement 1) Measurement for this Item shall be per each. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Water Sampling Station" completed in place. c. The price bid includes: 1) Furnishing and installing Sampling Station with appurtenances as specified in the Drawings 2) Meter box and Lid 3) Concrete support block 4) Curb stop 5) Fittings 6) Incidental 5 feet of service line 7) Pavement Removal 8) Excavation 9) Hauling CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 331250-2 WATER SAMPLING STATIONS Page 2 of 5 10) Disposal of excess material 11) Clean up 12) Disinfection 13) Testing 2. Water Sampling Station installed per City Standard Details. a. Measurement 1) This Item is considered subsidiary to Water Meter Vault. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the unit price per each Water Meter Vault (with Sampling Station) installed and no other compensation will be allowed. A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. NSF International a. 61, Drinking Water System Components —Health Effects 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to construction. [��T�JI y [17�:�.Y1J 3U I M W-�\ I1.Y/ I�;M 9C/li�l /� �_[/]►`/\ I�.YIJ_l�u_ I M � lI\_Il.� A. Product Data 1. Product Data submitted in accordance with Section 33 12 10. 2. Sampling Station 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Protect all parts such that no damage or deterioration will occur during a prolonged delay from the time of shipment until installation is completed and the units and equipment are ready for operation. 2. Protect all equipment and parts against any damage during a prolonged period at the site. 3. Prevent plastic and similar brittle items from being directly exposed to sunlight or extremes in temperature. 4. Secure and maintain a location to store the material in accordance with Section 01 6600. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 331250-3 WATER SAMPLING STATIONS Page 3 of 5 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED PRODUCTS A. Water sampling station 1. Eclipse TM Number 88 Sampling Station, or approved equal, with 12-inch depth of bury 2. Lockable, aluminum weather shield enclosure 3. Brass internal piping and appurtenances 4. Galvanized riser pipe 5. Brass isolation valve with 3/4-inch female iron pipe inlet 6. Removable parts that require no excavation mm&$I lIU►lIDIONNWme)nIrom0aW ffla1xy,/MIDI"Irelf.` A. Manufacturers 1. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section 0160 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. 3. The Water Services and appurtenances shall be new and the product of a manufacturer regularly engaged in the manufacturing of Water Services and appurtenances having similar service and size. B. Description 1. Regulatory Requirements a. All Water Sampling Station components in contact with potable water shall conform to the requirements of NSF 61. C. Materials / Design Criteria 1. Water Service a. In accordance with Section 33 12 10 include: 1) 1-inch Water Service 2) 3/4-inch Water Service 3) 1-inch Corporation Stop 4) 1-inch Curb Stop 5) Fittings 6) 1-inch standard plastic meter box 2. Concrete Pad a. In accordance with Section 03 30 00 b. Dimensions 1) 2 feet x 2 feet 2) 6 inches thick c. Design CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 331250-4 WATER SAMPLING STATIONS Page 4 of 5 1) Class `13' Concrete (2500 psi) 2) Reinforced with #4 Rebar 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL A. Tests, Inspections and Markings 1. Conform to Section 33 12 10. PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Install Sampling Station in accordance with City Standard Details and Section 33 12 10 Water to include: a. 1-inch Corporation Stop b. 1-inch Water Service c. 1-inch Curb Stop d. 1-inch 90 Degree Elbow e. 1 inch x 3/4 inch Reducer f. 3/4-inch Water Service g. Sampling Station h. 1-inch standard plastic meter box i. Concrete Pad 2. Where appropriate, place sampling station adjacent to power pole, elevated tank, street sign, tree or fire hydrant a. Typical installation on short side of street b. When placing adjacent to fire hydrant: 1) Maintain 4-foot offset from fire hydrant and lead. 2) Do not tap fire hydrant lead line. c. For installations adjacent to valves along large water mains, connect to existing large valve copper riser. 1) Do not tap main, unless approved by City. 3. Excavate, embed and backfill trenches in accordance with 33 05 10. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. Field Tests and Inspections 1. See Section 33 12 10. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 331250-5 WATER SAMPLING STATIONS Page 5 of 5 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A. l.c — 1-inch standard meter box added to price bid 2.2.C.La - 1-inch standard meter box added to materials list 3.4.A.1 - 1-inch standard meter box added to installation CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 20, 2012 Eaton High School Stadium Addition CPN 106072 333120-1 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Page 1 of 6 SECTION 33 3120 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Polyvinyl Chloride (PVC) pipe 4-inch through 48-inch for gravity sanitary sewer applications B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 33 0130 — Sewer and Manhole Testing 4. Section 33 0131 — Closed Circuit Television (CCTV) Inspection 5. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 6. Section 33 05 26 — Utility Markers/Locators 7. Section 33 31 50 — Sanitary Sewer Service Connections and Service Line 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Measured horizontally along the surface from center line to center line of the manhole or appurtenance 2. Payment a. The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of "PVC Pipe" installed for: 1) Various sizes 2) Various Standard Dimension Ratios 3) Various embedments 4) Various depths, for miscellaneous projects only 3. The price bid shall include: a. Furnishing and installing PVC gravity pipe with joints as specified by the Drawings b. Pavement removal c. Excavation d. Hauling e. Disposal of excess material f. Furnishing, placement and compaction of embedment g. Furnishing, placement and compaction of backfill CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised September 9, 2022 Eaton High School Stadium Addition CPN 106072 333120-2 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Page 2 of 6 h. Trench water stops i. Clean-up j. Cleaning k. Testing 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Association of State Highway and Transportation (AASHTO). 3. ASTM International (ASTM): a. D1784, Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds. b. D2412, Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel -Plate Loading. c. D3034, Standard Specification for Type PSM Poly (Vinyl Chloride) (PVC) Sewer Pipe and Fittings. d. D3212, Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals. e. F679, Standard Specification for Poly (Vinyl Chloride) (PVC) Large -Diameter Plastic Gravity Sewer Pipe and Fittings. 4. Texas Commission on Environmental Quality (TCEQ): a. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.53 — Pipe Design. b. Title 30, Part 1, Chapter 217, Subchapter C, Rule 217.54 — Criteria for Laying Pipe. c. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.57 — Testing Requirements for Installation of Gravity Collection System Pipes. 5. Underwriters Laboratories, Inc. (UL). 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product Data 1. Product data sheet 2. Manufacturer 3. Nominal pipe diameter 4. Standard dimension ratio (SDR) 5. Cell classification 6. Laying lengths B. Certificates CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised September 9, 2022 Eaton High School Stadium Addition CPN 106072 333120-3 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Page 3 of 6 1. Furnish an affidavit certifying that all PVC Gravity Pipe meets the provisions of this Section and has been air and deflection tested and meets the requirements of ASTM D3034 and ASTM F679. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications Manufacturers a. Finished pipe shall be the product of 1 manufacturer for each size per project, unless otherwise approved by the City. 1) Change orders, specials and field changes may be provided by a different manufacturer upon City approval. b. Pipe manufacturing operations shall be performed under the control of the manufacturer. c. All pipe furnished shall be in conformance with ASTM D3034 (4-inch through 15-inch) and ASTM F679 (18-inch through 48-inch). 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Gravity pipe shall be stored and handled in accordance with the manufacturer's guidelines. 2. Secure and maintain a location to store the material in accordance with Section 0166 00. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed in the City's Standard Products List will be considered as shown in Section 0160 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. B. Performance / Design Criteria 1. Pipe a. Meet all requirements of TCEQ. b. Design in accordance with ASTM D3034 for 4-inch through 15-inch SDR 26 and ASTM F679 for 18-inch through 48-inch 115PS. c. PVC Gravity Sanitary Sewer Pipe shall be verified by the UL. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised September 9, 2022 Eaton High School Stadium Addition CPN 106072 333120-4 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Page 4 of 6 d. Assume a standard lay length of 14 feet and 20 feet except for special fittings or closure pieces necessary to comply with the Drawings. e. Use green coloring for ground identification as sanitary sewer pipe. f. PVC meeting the requirements of ASTM D1784, with a cell classification of 12454 or 12364 g. Deflection Design 1) Base pipe design on pipe stiffness, soil stiffness and load on the pipe. 2) Design pipe according to the Modified Iowa Formula as detailed by the Uni-Bell PVC Pipe Association in the Handbook of PVC Pipe, using the following parameters: a) Unit Weight of Fill (w) = 130 pounds per cubic foot b) Live Load = AASHTO HS 20 c) Trench Depth = 12 feet minimum, or as indicated in Drawings d) Maximum (E') = 1,000 max e) Deflection Lag Factor (DL) = 1.0 f) Bedding Factor constant (K) = 0.1 g) Mean radius of the pipe (r), inches, as indicated in Drawings h) Marston's load per unit length (W), pounds per inch, calculate per Drawings i) PVC modulus of elasticity (E) = 400,000 psi j) Moment of inertia of pipe wall per unit length, (I) = t3/12, (in4/in), per pipe type and size (1) Where (t) = pipe thickness, inches k) Maximum Calculated Deflection = 5 percent h. Pipe Flotation: If the pipe is buried in common saturated soil (about 120 pounds per cubic foot) with at least 1'/z pipe diameters of cover, pipe is generally not subject to flotation. If shallower, check groundwater flotation potential. Flotation will occur if Fb>Wp+Wf+Wd Where: Fb = buoyant force, pound per foot Wp = empty pipe weight, pound per foot Wf = weight of flooded soil, pound per foot Wd = weight of dry soil, pound per foot Values and formulas for the above variables can be obtained from the pipe manufacturer and site -specific soil conditions. i. Verify trench depths after existing utilities are located. j. Accommodate vertical alignment changes required because of existing utility or other conflicts by an appropriate change in pipe design depth. k. In no case shall pipe be installed deeper than its design allows. 2. Minimum pipe stiffiiess of 46 psi at 5 percent deflection when test in accordance with ASTM D2412. 3. Pipe markings a. Meet the minimum requirements of ASTM D3034 and ASTM F679. b. Minimum pipe markings shall be as follows: 1) Manufacturer's Name or Trademark and production record 2) Nominal pipe size CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised September 9, 2022 Eaton High School Stadium Addition CPN 106072 333120-5 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Page 5 of 6 3) PVC cell classification 4) ASTM or Standard Dimension Ratio (SDR) designation 5) Seal of testing agency that verified the suitability of the pipe 4. Joints a. Joints shall be gasket, bell and spigot, push -on type conforming to ASTM D3212. b. Since each pipe manufacturer has a different design for push -on joints; gaskets shall be part of a complete pipe section and purchased as such. 5. Connections a. Only use manufactured fittings. b. See Section 33 31 50. 6. Detectable Metallic Tape a. See Section 33 05 26. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Install pipe, specials and appurtenances as specified herein, as specified in Section 33 05 10, and in accordance with the pipe manufacturer's recommendations. 2. Lay pipe to the lines and grades as indicated in the Drawings. 3. Excavate and backfill trenches in accordance with Section 33 05 10. 4. Embed PVC pipe in accordance with Section 33 05 10. B. Pipe Handling 1. Haul and distribute pipe and fittings at the project site. 2. Handle piping with care to avoid damage. a. Inspect each joint of pipe and rejector repair any damaged pipe prior to lowering into the trench. b. Use only nylon ropes, slings or other lifting devices that will not damage the surface of the pipe for handling the pipe. 3. At the close of each operating day: a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after the laying operation. b. Effectively seal the open end of the pipe using a gasketed night cap. C. Pipe Joint Installation a. Clean dirt and foreign material from the gasketed socket and the spigot end. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised September 9, 2022 Eaton High School Stadium Addition CPN 106072 333120-6 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Page 6 of 6 b. Assemble pipe joint by sliding the lubricated spigot end into the gasketed bell end to the reference mark. c. Install such that identification marking on each joint are oriented upward toward the trench opening. d. When making connection to manhole, use an elastomeric seal or flexible boot to facilitate a seal. D. Connection Installation 1. See Section 33 3150. E. Detectable Metallic Tape Installation 1. See Section 33 05 26. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Field Tests and Inspections 1. Video Inspection a. Provide a Post -CCTV inspection in accordance with Section 33 0131. 2. Air Test and Deflection (Mandrel) Test a. Perform in accordance with Section 33 0130. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 6/18/13 D. Johnson 2.2.B. Lb — Pipe Material Clarification 9/9/2022 W Norwood 1.1 A. 1., 1.9 A. 1. C., and 2.2 B. 1. B. Revised upper range to 48-inch for gravity sewer 2.2 B. 1. C. Revised from "approved" to "verified by UL CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised September 9, 2022 Eaton High School Stadium Addition CPN 106072 3339 10-1 CAST -IN -PLACE CONCRETE MANHOLE Pagel of 8 1 SECTION 33 39 10 2 CAST -IN -PLACE CONCRETE MANHOLE 3 [Text in Blue is for information or guidance. Remove all blue text in the final project document.] 4 PART1- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Sanitary Sewer Cast -in -Place Concrete Manholes 10 11 12 13 14 15 16 17 18 19 B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1— General Requirements 3. Section 03 30 00 — Cast -In -Place Concrete 4. Section 03 80 00 — Modifications to Existing Concrete Structures 5. Section 33 0130 — Sewer and Manhole Testing 6. Section 33 05 13 — Frame, Cover, and Grade Rings 7. Section 33 39 60 — Epoxy Liners for Sanitary Sewer Structures 8. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 20 1.2 PRICE AND PAYMENT PROCEDURES 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Measurement and Payment 1. Manhole a. Measurement 1) Measurement for this Item shall be per each. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Manhole" installed for: a) Various sizes b) Various types c. The price bid will include: 1) Manhole structure complete in place 2) Excavation 3) Forms 4) Concrete 5) Backfill (except where import CSS/CLSM is required around manhole/junction box in construction drawings) 6) Foundation 7) Drop pipe 8) Stubs 9) Frame CITY OF FORT WORTH EATON HIGH SCHOOL STADIUM ADDITION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 13, 2024 Eaton High School Stadium Addition CPN 106072 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 39 40 41 42 43 44 45 46 47 48 49 3339 10-2 CAST -IN -PLACE CONCRETE MANHOLE Page 2 of 8 10) Cover 11) Grade rings 12) Pipe connections 13) Pavement removal 14) Hauling 15) Disposal of excess material 16) Placement and compaction of backfill 17) Clean-up 2. Extra Depth Manhole a. Measurement 1) Measurement for added depth beyond 6 feet will be per vertical foot, measured to the nearest 1/10 foot. b. Payment 1) The work performed and the materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per vertical foot for "Extra Depth Manhole" specified for: a) Various sizes c. The price bid will include: 1) Manhole structure complete in place 2) Excavation 3) Forms 4) Reinforcing steel (if required) 5) Concrete 6) Backfill 7) Foundation 8) Drop pipe 9) Stubs 10) Frame 11) Cover 12) Grade rings 13) Pipe connections 14) Pavement removal 15) Hauling 16) Disposal of excess material 17) Placement and compaction of backfill 18) Clean-up 3. Sanitary Sewer Junction Structure a. Measurement 1) Measurement for this Item will be per each Sewer Junction Structure being installed. b. 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 lump sum bid per each "Sewer Junction Structure" location. c. Price bid will include: 1) Junction Structure complete in place 2) Excavation 3) Forms 4) Reinforcing steel (if required) CITY OF FORT WORTH EATON HIGH SCHOOL STADIUM ADDITION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 13, 2024 Eaton High School Stadium Addition CPN 106072 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 3339 10-3 CAST -IN -PLACE CONCRETE MANHOLE Page 3 of 8 5) Concrete 6) Backfill 7) Foundation 8) Drop pipe 9) Stubs 10) Frame 11) Cover 12) Grade rings 13) Pipe connections 14) Pavement removal 15) Hauling 16) Disposal of excess material 17) Placement and compaction of backfill 18) Clean-up 4. Imported Embedment/Backfill - CSS/CLSM a. Measurement 1) Measured by the cubic yard as delivered to the site and recorded by truck ticket provided to the City b. Payment 1) Imported CSS/CLSM backfill around manholes/junction boxes shall be paid when the following conditions exist: a) When depths are 15 feet and greater/under existing or future pavement b) When working in redevelopment areas where work is required in constrained spaces c) When required in the Construction Drawings The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per cubic yard of "Imported Embedment/Backfill, CSS" or "Imported Embedment/Backfill, CLSM" for material placed in areas around manholes/junction boxes. NOTES TO DESIGNER — IF THE ABOVE CONDITIONS EXIST, USE OF CSS OR CLSM FOR EMBEDMENT/BACKFILL AROUND STRUCTURES IS REQUIRED TO BE SHOWN ON DRAWINGS ON PLAN/PROFILE. 36 1.3 REFERENCES 37 38 39 40 41 42 43 44 45 46 47 48 A. Definitions 1. Manhole Type a. Standard Manhole (See City Standard Details) 1) Greater than 4 feet deep up to 6 feet deep b. Standard Drop Manhole (See City Standard Details) 1) Same as Standard Manhole with external drop connection (s) c. Type "A" Manhole (See City Standard Details) 1) Manhole set on a reinforced concrete block placed around 39-inch and larger sewer pipe d. Shallow Manhole (See City Standard Details) 1) Less than 4 feet deep with formed invert for sewer pipe diameters smaller than 39-inch CITY OF FORT WORTH EATON HIGH SCHOOL STADIUM ADDITION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 13, 2024 Eaton High School Stadium Addition CPN 106072 3339 10 - 4 CAST -IN -PLACE CONCRETE MANHOLE Page 4 of 8 1 2. Manhole Size 2 a. 4 foot diameter 3 1) Used with pipe ranging from 8-inch to 15-inch 4 b. 5 foot diameter 5 1) Used with pipe ranging from 18-inch to 36-inch 6 c. See specific manhole design on Drawings for pipes larger than 36-inch. 7 B. Reference Standards 8 1. Reference standards cited in this Specification refer to the current reference 9 standard published at the time of the latest revision date logged at the end of this 10 Specification, unless a date is specifically cited. 11 2. ASTM International (ASTM): 12 a. D4258, Standard Practice for Surface Cleaning Concrete for Coating. 13 b. D4259, Standard Practice for Preparation if Concrete Abrasion Prior to Coating 14 Application. 15 c. ASTM D8530/D8530M Standard Guide for the Selection and Use of 16 Waterstops 17 3. OSHA 18 a. Occupational Safety and Health Administration CFR 29, Part 1926-Safety 19 Regulations for Construction, Subpart P - Excavations 20 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 21 1.5 SUBMITTALS 22 A. Submittals shall be in accordance with Section 0133 00. 23 B. All submittals shall be approved by the City prior to delivery. 24 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 25 A. Product Data 26 1. Drop connection materials 27 2. Pipe connections at manhole walls 28 3. Stubs and stub plugs 29 4. Admixtures 30 5. Concrete Mix Design CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 13, 2024 EATON HIGH SCHOOL STADIUM ADDITION CPN 106072 Eaton High School Stadium Addition CPN 106072 3339 10-5 CAST -IN -PLACE CONCRETE MANHOLE Page 5 of 8 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 5 1.11 FIELD [SITE] CONDITIONS [NOT USED] 6 1.12 WARRANTY [NOT USED] 7 PART 2 - PRODUCTS 8 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 9 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 A. Manufacturers 1. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section 0160 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. B. Materials 1. Concrete — Conform to Section 03 30 00. 2. Reinforcing Steel — Conform to Section 03 2100. 3. Frame and Cover — Conform to Section 33 05 13. 4. Grade Ring — Conform to Section 33 05 13. 5. Backfill — CSS/CLSM (when required in construction Drawings) — Conform to Section 33 05 10. 6. Pipe Connections a. Pipe connections can be premolded pipe adapter, flexible locked -in boot adapter, or integrally cast gasket channel and gasket. 7. Interior Coating or Liner — Conform to Section 33 39 60, if required. 8. Exterior Coating a. Use Coal Tar Bitumastic for below grade damp proofing. b. Dry film thickness shall be no less than12 mils and no greater than 30 mils. c. Solids content is 68 percent by volume ± 2 percent. CITY OF FORT WORTH EATON HIGH SCHOOL STADIUM ADDITION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 13, 2024 Eaton High School Stadium Addition CPN 106072 3339 10 - 6 CAST -IN -PLACE CONCRETE MANHOLE Page 6 of 8 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 6 A. Evaluation and Assessment 7 1. Verify lines and grades are in accordance to the Drawings. 8 3.3 PREPARATION 9 A. Foundation Preparation 10 1. Excavate 8 inches below manhole foundation. 11 2. Replace excavated soil with course aggregate, creating a stable base for the 12 manhole construction. 13 a. If soil conditions or ground water prevent use of course aggregate base a 2-inch 14 mud slab may be substituted. 15 3.4 INSTALLATION 16 A. Manhole 17 1. Construct manhole to dimensions shown on Drawings. 18 2. Cast manhole foundation and wall monolithically. 19 a. A cold joint with water stopper ASTM D8530/D8530M is allowed when the 20 manhole depth exceeds 12 feet. 21 b. No other joints are allowed unless shown on Drawings. 22 3. Place, finish and cure concrete according to Section 03 30 00. 23 a. Manholes must cure 3 days before backfilling around structure. 24 B. Pipe connection at Manhole 25 1. Do not construct joints of sewer pipe within wall sections of manhole. 26 C. Invert 27 1. Construct invert channels to provide a smooth waterway with no disruption of flow 28 at pipe -manhole connections. 29 2. For direction changes of mains, construct channels tangent to mains with maximum 30 possible radius of curvature. 31 a. Provide curves for side inlets. 32 3. Sewer pipe may be laid through the manhole and the top I/2 of the pipe removed to 33 facilitate manhole construction. 34 4. For all standard manholes provide full depth invert. 35 5. For example, if 8-inch pipe is connected to manhole, construct the invert to full 8 36 inches in depth. 37 D. Drop Manhole Connection CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 13, 2024 EATON HIGH SCHOOL STADIUM ADDITION CPN 106072 Eaton High School Stadium Addition CPN 106072 3339 10 - 7 CAST -IN -PLACE CONCRETE MANHOLE Page 7 of 8 1 1. Install drop connection when sewer line enters manhole higher than 24 inches 2 above the invert. 3 E. Final Rim Elevation 4 1. Install concrete grade rings for height adjustment. 5 a. Construct grade ring on load bearing shoulder of manhole. 6 b. Use sealant between rings as shown on Drawings. 7 2. Set frame on top of manhole or grade rings using continuous water sealant. 8 3. Remove debris, stones and dirt to ensure a watertight seal. 9 4. Do not use steel shims, wood, stones or other unspecified material to obtain the 10 final surface elevation of the manhole frame. 11 F. Internal coating 12 1. Internal coating application will conform to Section 33 39 60, if required by 13 Drawings. 14 G. External coating 15 1. Remove dirt, dust, oil and other contaminants that could interfere with adhesion of 16 the coating. 17 2. Cure for 3 days before backfilling around structure. 18 3. Coat the same date the forms are removed. 19 4. Prepare surface in accordance with ASTM D4258 and ASTM D4259. 20 5. Application will follow manufacturer's recommendation. 21 H. Modifications and Pipe Penetrations 22 1. Conform to Section 03 80 00. 23 I. Junction Structures 24 1. All structures shall be installed as specified in Drawings. 25 3.5 REPAIR / RESTORATION [NOT USED] 26 3.6 RE -INSTALLATION [NOT USED] 27 3.7 FIELD QUALITY CONTROL 28 A. Field Tests and Inspections 29 1. Perform vacuum test in accordance with Section 33 0130. 30 3.8 SYSTEM STARTUP [NOT USED] 31 3.9 ADJUSTING [NOT USED] 32 3.10 CLEANING [NOT USED] 33 3.11 CLOSEOUT ACTIVITIES [NOT USED] 34 3.12 PROTECTION [NOT USED] 35 3.13 MAINTENANCE [NOT USED] 36 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 13, 2024 EATON HIGH SCHOOL STADIUM ADDITION CPN 106072 Eaton High School Stadium Addition CPN 106072 3339 10-8 CAST -IN -PLACE CONCRETE MANHOLE Page 8 of 8 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A.I.e. — reinforcing steel removed from items to be included in price bid 1.1 C. — Referenced 33 05 10 1.3. B. — Updated reference standards 1.2 A. — Revised to add pay item when imported CSS/SLSM is required in 12/13/2024 M Owen Construction Drawings 2.2 B. — Referenced 33 05 10 for import CSS/CLSM material if required in Construction Drawings 3.4 A.2.a. — Clarified ASTM reference CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 13, 2024 Eaton High School Stadium Addition EATON HIGH SCHOOL STADIUM ADDITION CPN 106072 CPN 106072 333920-1 PRECAST CONCRETE MANHOLE Page 1 of 12 1 SECTION 33 39 20 2 PRECAST CONCRETE MANHOLE 3 [Text in Blue is for information or guidance. Remove all blue text in the final project document.] 4 PART1- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Sanitary Sewer, Water Appurtenance, or Reclaimed Water Appurtenance Precast 8 Concrete Manholes 9 10 11 12 13 14 15 16 17 18 19 20 B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1— General Requirements 3. Section 03 30 00 — Cast -in -Place Concrete 4. Section 03 80 00 — Modifications to Existing Concrete Structures 5. Section 33 0130 — Sewer and Manhole Testing 6. Section 33 05 13 — Frame, Cover, and Grade Rings 7. Section 33 39 60 — Epoxy Liners for Sanitary Sewer Structures 8. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Measurement and Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 13, 2024 EATON HIGH SCHOOL STADIUM ADDITION CPN 106072 Eaton High School Stadium Addition CPN 106072 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 333920-2 PRECAST CONCRETE MANHOLE Page 2 of 12 1. Manhole a. Measurement 1) Measurement for this Item shall be per each concrete manhole installed. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Manhole" installed for: a) Various sizes b) Various types c. The price bid will include: 1) Manhole structure complete in place 2) Excavation 3) Forms 4) Reinforcing steel (if required) 5) Concrete 6) Backfill (except where imported CSS/CLSM is required around manhole in construction drawings) 7) Foundation 8) Drop pipe 9) Stubs 10) Frame 11) Cover 12) Grade rings 13) Pipe connections 14) Pavement removal 15) Hauling CITY OF FORT WORTH EATON HIGH SCHOOL STADIUM ADDITION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 13, 2024 Eaton High School Stadium Addition CPN 106072 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 333920-3 PRECAST CONCRETE MANHOLE Page 3 of 12 16) Disposal of excess material 17) Placement and compaction of backfill 18) Clean-up 2. Extra Depth Manhole a. Measurement 1) Measurement for added depth beyond 6 feet will be per vertical foot, measured to the nearest 1/10 foot. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per vertical foot for "Extra Depth Manhole" specified for: a) Various sizes c. The price bid will include: 1) Manhole structure complete in place 2) Excavation 3) Forms 4) Reinforcing steel (if required) 5) Concrete 6) Backfill 7) Foundation 8) Drop pipe 9) Stubs 10) Frame 11) Cover 12) Grade rings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 13, 2024 EATON HIGH SCHOOL STADIUM ADDITION CPN 106072 Eaton High School Stadium Addition CPN 106072 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 333920-4 PRECAST CONCRETE MANHOLE Page 4 of 12 13) Pipe connections 14) Pavement removal 15) Hauling 16) Disposal of excess material 17) Placement and compaction of backfill 18) Clean-up 3. Imported Embedment/Backfill - CSS/CLSM a. Measurement 1) Measured by the cubic yard as delivered to the site and recorded by truck ticket provided to the City b. Payment 1) Imported CSS/CLSM backfill around manholes/junction boxes shall be paid when the following conditions exist: a) When depths are 15 feet and greater/under existing or future pavement b) When working in redevelopment areas where work is required in constrained spaces c) When required in the Construction Drawings The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per cubic yard of "Imported Embedment/Backfill, CSS" or "Imported Embedment/Backfill, CLSM" for material placed in areas around manholes/junction boxes. NOTES TO DESIGNER — IF THE ABOVE CONDITIONS EXIST, USE OF CSS OR CLSM FOR EMBEDMENT/BACKFILL AROUND STRUCTURES IS REQUIRED TO BE SHOWN ON DRAWINGS ON PLAN/PROFILE. CITY OF FORT WORTH EATON HIGH SCHOOL STADIUM ADDITION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised December 13, 2024 Eaton High School Stadium Addition CPN 106072 333920-5 PRECAST CONCRETE MANHOLE Page 5 of 12 1 1.3 REFERENCES 2 A. Definitions 3 1. Manhole Type 4 a. Standard Manhole (See City Standard Details) 5 1) Greater than 4 feet deep up to 6 feet deep 6 b. Standard Drop Manhole (See City Standard Details) 7 1) Same as Standard Manhole with external drop connection(s) 8 c. Type "A" Manhole (See City Standard Details) 9 1) Manhole set on a reinforced concrete block placed around 39-inch and 10 larger sewer pipe. 11 d. Shallow Manhole (See City Standard Details) 12 1) Less than four 4 deep with formed invert for sewer pipe diameters smaller 13 than 39-inch 14 2. Manhole Size 15 a. 4 foot diameter 16 1) Used with pipe ranging from 8-inch to 15-inch 17 b. 5 foot diameter 18 1) Used with pipe ranging from 18-inch to 36-inch 19 2) See specific manhole design on Drawings for pipes larger than 36-inch. 20 B. Reference Standards 21 1. Reference standards cited in this Specification refer to the current reference 22 standard published at the time of the latest revision date logged at the end of this 23 Specification, unless a date is specifically cited. 24 2. ASTM International (ASTM): CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 13, 2024 EATON HIGH SCHOOL STADIUM ADDITION CPN 106072 Eaton High School Stadium Addition CPN 106072 333920-6 PRECAST CONCRETE MANHOLE Page 6 of 12 1 a. C443, Standard Specification for Joint for Concrete Pipe and Manholes, Using 2 Rubber Gaskets 3 b. C478, Standard Specification for Precast Reinforced Concrete Manhole 4 Sections. 5 c. C923, Standard Specification for Resilient Connectors Between Reinforced 6 Concrete Manholes Structures, Pipes, and Laterals. 7 d. D1187, Standard Specification for Asphalt -Base Emulsion for Use as Protective 8 Coatings for Metal 9 e. D1227, Standard Specification for Emulsified Asphalt Used as a Protective 10 Coating for Roofing 11 3. OSHA 12 a. Occupational Safety and Health Administration CFR 29, Part 1926-Safety 13 Regulations for Construction, Subpart P - Excavations 14 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 15 1.5 SUBMITTALS 16 A. Submittals shall be in accordance with Section 0133 00. 17 B. All submittals shall be approved by the City prior to delivery. 18 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 19 A. Product Data 20 1. Precast Concrete Manhole 21 2. Drop connection materials 22 3. Pipe connections at manhole walls 23 4. Stubs and stub plugs 24 5. Admixtures 25 6. Concrete Mix Design CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 13, 2024 EATON HIGH SCHOOL STADIUM ADDITION CPN 106072 Eaton High School Stadium Addition CPN 106072 333920-7 PRECAST CONCRETE MANHOLE Page 7 of 12 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 5 1.11 FIELD [SITE] CONDITIONS [NOT USED] 6 1.12 WARRANTY 7 A. Manufacturer Warranty 8 1. Manufacturer's Warranty shall be in accordance with Division 1. 9 PART 2 - PRODUCTS 10 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 11 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 12 A. Manufacturers 13 1. Only the manufacturers as listed on the City's Standard Products List will be 14 considered as shown in Section 0160 00. 15 a. The manufacturer must comply with this Specification and related Sections. 16 2. Any product that is not listed on the Standard Products List is considered a 17 substitution and shall be submitted in accordance with Section 0125 00. 18 B. Materials 19 1. Precast Reinforced Concrete Sections— Conform to ASTM C478. 20 2. Precast Joints 21 a. Provide gasketed joints in accordance with ASTM C443. 22 b. Minimize number of segments. 23 c. Use long joints at the bottom and shorter joints toward the top. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 13, 2024 EATON HIGH SCHOOL STADIUM ADDITION CPN 106072 Eaton High School Stadium Addition CPN 106072 333920-8 PRECAST CONCRETE MANHOLE Page 8 of 12 1 d. Include manufacturer's stamp on each section. 2 3. Lifting Devices 3 a. Manhole sections and cones may be furnished with lift lugs or lift holes. 4 1) If lift lugs are provided, place 180 degrees apart. 5 2) If lift holes are provided, place 180 degrees apart and grout during 6 manhole installation. 7 4. Frame and Cover— Conform to Section 33 05 13. 8 5. Backfill — CSS/CLSM (when required in construction Drawings) — Conform to 9 Section 33 05 10. 10 6. Grade Ring —Conform to Section 33 05 13 and ASTM C478. 11 7. Pipe Connections 12 a. Utilize either an integrally cast embedded pipe connector or a boot -type 13 connector installed in a circular block out opening conforming to ASTM C923. 14 8. Steps 15 a. No steps are allowed. 16 9. Interior Coating or Liner— Conform to Section 33 39 60. 17 10. Exterior Coating 18 a. Coat with non-fibered asphaltic emulsion in accordance with ASTM D1187 19 Type I and ASTM D1227 Type III Class I. 20 2.3 ACCESSORIES [NOT USED] 21 2.4 SOURCE QUALITY CONTROL [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 13, 2024 EATON HIGH SCHOOL STADIUM ADDITION CPN 106072 Eaton High School Stadium Addition CPN 106072 333920-9 PRECAST CONCRETE MANHOLE Page 9 of 12 1 PART 3 - EXECUTION 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXAMINATION 4 A. Evaluation and Assessment 5 6 7 PP 9 10 11 12 13 14 i167 16 17 18 19 20 21 22 1. Verify lines and grades are in accordance to the Drawings. 3.3 PREPARATION A. Foundation Preparation 1. Excavate 8 inches below manhole foundation. 2. Replace excavated soil with coarse aggregate; creating a stable base for manhole construction. a. If soil conditions or groundwater prevent use of coarse aggregate base a 2- inch mud slab may be substituted. 3.4 INSTALLATION A. Manhole 1. Construct manhole to dimensions shown on Drawings. 2. Precast Sections a. Provide bell -and -spigot design incorporating a premolded joint sealing compound for wastewater use. b. Clean bell spigot and gaskets, lubricate and join. c. Minimize number of segments. d. Use long joints used at the bottom and shorter joints toward the top. B. Invert 1. Construct invert channels to provide a smooth waterway with no disruption of flow at pipe -manhole connections. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 13, 2024 EATON HIGH SCHOOL STADIUM ADDITION CPN 106072 Eaton High School Stadium Addition CPN 106072 333920-10 PRECAST CONCRETE MANHOLE Page 10 of 12 1 2. For direction changes of mains, construct channels tangent to mains with 2 maximum possible radius of curvature. 3 a. Provide curves for side inlets. 4 3. For all standard manholes provide full depth invert. 5 4. For example, if 8-inch pipe in connected to manhole construct the invert to full 8 6 inches in depth. 7 C. Drop Manhole Connection 8 1. Install drop connection when sewer line enters manhole higher than 24 inches 9 above the invert. 10 D. Final Rim Elevation 11 1. Install concrete grade rings for height adjustment. 12 a. Construct grade ring on load bearing shoulder of manhole. 13 b. Use sealant between rings as shown on Drawings. 14 2. Set frame on top of manhole or grade rings using continuous water sealant. 15 3. Remove debris, stones and dirt to ensure a watertight seal. 16 4. Do not use steel shims, wood, stones or other unspecified material to obtain the 17 final surface elevation of the manhole frame. 18 E. Internal coating 19 1. Internal coating application will conform to Section 33 39 60, if required by 20 Drawings. 21 F. External coating 22 1. Remove dirt, dust, oil and other contaminants that could interfere with adhesion 23 of the coating. 24 2. Cure manhole for 3 days before backfilling around the structure. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 13, 2024 EATON HIGH SCHOOL STADIUM ADDITION CPN 106072 Eaton High School Stadium Addition CPN 106072 1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 333920-11 PRECAST CONCRETE MANHOLE Page 11 of 12 3. Application will follow manufacturer's recommendation. G. Modifications and Pipe Penetrations 1. Conform to Section 03 80 00. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. Field Tests and Inspections 1. Perform vacuum test in accordance with Section 33 0130. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.1.A.1— Modified to include precast manholes for water and reclaimed water applications 12/20/2012 D. Johnson 1.3.13.2 — Modified to include ASTM C443, D1187 and D1227 as references 2.2.6.1-3 — Modified in accordance with new ASTM references 2.2.6.10 — Modified in accordance with new ASTM references 1.1 C. — Referenced 33 05 10 12/13/2024 M Owen 1.2 A. Revised to add pay item when imported CSS/LSM is required in Construction Drawings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 13, 2024 EATON HIGH SCHOOL STADIUM ADDITION CPN 106072 Eaton High School Stadium Addition CPN 106072 333920-12 1 PRECAST CONCRETE MANHOLE Page 12 of 12 1.3 B. — Updated reference standards 2.2 B. — Referenced 33 05 10 for import CSS/CLSM material if required in Construction Drawings 3.3 A. 2. — Corrected typo - coarse CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 13, 2024 EATON HIGH SCHOOL STADIUM ADDITION CPN 106072 Eaton High School Stadium Addition CPN 106072 33 39 60 -1 LINERS FOR SANITARY SEWER STRUCTURES Page I of 12 1 SECTION 33 39 60 2 LINERS FOR SANITARY SEWER STRUCTURES 3 PART 1 GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Application of a high -build epoxy coating system (or modified polymer liner 7 system, i.e. SpectraShield) to concrete utility structures such as manholes, lift 8 station wet wells, junction boxes or other concrete facilities that may need 9 protection from corrosive materials. This covers rehabilitation of existing sanitary 10 sewer structures and newly installed sanitary sewer structures. 11 2. For sanitary sewer mains 8-inch diameter and larger, use of a structural liner 12 system, Warren Environmental System 301, ARC S113B by A.W. Chesterton 13 Company, is acceptable. 14 3. For sanitary sewer mains 8-inch diameter and smaller, and less than 6-feet in depth, 15 use of a liner system, SpectraShield, is acceptable. 16 B. Deviations from this City of Fort Worth Standard Specification 17 1. None. 18 C. Related Specification Sections include but are not necessarily limited to: 19 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 20 Contract 21 2. Division 1— General Requirements 22 3. Section 33 0130 — Sewer and Manhole Testing 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Manholes 26 a. Measurement 27 1) Measurement for this Item shallbe per vertical foot of coating as measured 28 from 2-inches below the bottom of the removable cover (not frame) to the top 29 of the bench. This includes lining of all exposed concrete, the bench and 30 invert, thru the use of flow control devices (i.e. temporary plugs, sand 31 bags), to temporarily block flow. However, as a last resort and with prior 32 written approval from Water Field Operations, if the flow cannot be 33 blocked temporarily, then the lining would stop 3-inches from the edge of 34 the water in the pipe. This item covers the total vertical footage for the 35 specific bid items of various manhole sizes (i.e. 4 foot diameter, 5 foot 36 diameter, Specific Manhole Designs for lines larger than 36-inch, etc.) and 37 specific types (Standard Manhole, Drop Manhole, Type "A" Manhole, 38 Shallow Manhole, including additional depth beyond 6 foot). 39 b. Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 29, 2021 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 33 39 60 -2 LINERS FOR SANITARY SEWER STRUCTURES Page 2 of 12 1 1) The work performed, and materials furnished in accordance with this Item 2 and measured as provided under "Measurement" will be paid for at the unit 3 price bid per vertical foot of "Manhole Liner" applied. 4 c. The price bid shall include: 5 1) Removal of roots 6 2) Removal of existing coatings 7 3) Eliminating any leaks 8 4) Removal of steps 9 5) Repair/seal connection of the existing frame to chimney 10 6) Repairs of any cracks in the existing structure chimney, corbel (cone), wall, 11 bench, including any replacement of damaged rebar, pipe 12 7) Surface cleaning 13 8) Furnishing and installing Liner as specified by the Drawings 14 9) Hauling 15 10) Disposal of excess material 16 11) Site Clean-up 17 12) Manhole and Invert Cleaning 18 13) Testing 19 14) Re -Testing 20 2. Non -Manhole Structures 21 a. Measurement 22 1) Measurement for this Item shall be per square foot of area where the 23 coating is applied. 24 b. Payment 25 1) The work performed, and materials furnished in accordance with this Item 26 and measured as provided under "Measurement" shall be paid for at the unit 27 price bid per square foot of "Structure Liner" applied. 28 c. The price bid shall include: 29 1) Removal of roots 30 2) Removal of existing coatings 31 3) Eliminating any leaks 32 4) Removal of steps 33 5) Repair/seal connection of the existing frame to chimney 34 6) Repairs of any cracks in the existing structure chimney, corbel (cone), wall, 35 bench, including any replacement of damaged rebar, pipe 36 7) Surface cleaning 37 8) Furnishing and installing Liner as specified by the Drawings 38 9) Hauling 39 10) Disposal of excess material 40 11) Site Clean-up 41 12) Manhole and Invert Cleaning 42 13) Testing 43 14) Re -Testing 44 1.3 REFERENCES 45 A. Reference Standards 46 1. Reference standards cited in this Specification refer to the current reference 47 standard published at the time of the latest revision date logged at the end of this 48 Specification, unless a date is Specifically cited. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised April 29, 2021 Eaton High School Stadium Addition CPN 106072 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 33 39 60 - 3 LINERS FOR SANITARY SEWER STRUCTURES Page 3 of 12 2. ASTM International (ASTM): a. D543, Standard Practices for Evaluating the Resistance of Plastics to Chemical Reagents. b. D638, Standard Test Method for Tensile Properties of Plastics. c. D695, Standard Test Method for Compressive Properties of Rigid Plastics. d. D790, Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials. e. D4060, Standard Test Method for Abrasion Resistance of Organic Coatings by the Taber Abraser. f. D4414, Standard Practice for Measurement of Wet Film Thickness by Notch Gages. g. D7234, Stand Test Method for Pull -Off Adhesion strength of Coatings on Concrete Using Portable Pull -Off Adhesion Testers. 3. Environmental Protection Agency (EPA). 4. NACE International (NACE). Published standards from the National Association of Corrosion Engineers 5. Occupational Safety and Health Administration (OSHA). Employ a trench safety system in accordance with Section 6. Resource Conservation and Recovery Act, (RCRA). 7. The Society for Protective Coatings/NACE International (SSPC/NACE): a. SP 13/NACE No. 6, Surface Preparation of Concrete. This includes monitoring for hydrogen sulfide, methane, or low oxygen. Also includes flow control equipment. Surface preparation equipment may include high pressure water cleaning (3500 psi) and shall be suited to provide a surface compatible for installation of the liner system. Surface preparation shall produce a clean, abraded, and sound surface, with no evidence of loose concrete, loose brick, loose mortar, oil, grease, rust, scale, other contaminants or debris, and shall display a surface profile suitable for application of the liner system. b. SP0188, Discontinuity (Holiday) Testing of New Protective Coatings on Conductive Substrates 32 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 33 1.5 SUBMITTALS 34 A Submittals shall be in accordance with Section 0133 00. 35 B. All submittals shall be approved by the City prior to delivery. 36 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 37 A. Product Data 38 1. Technical data sheet on each product used 39 2. Material Safety Data Sheet (MSDS) for each product used 40 3. Copies of independent testing performed on the coating product indicating the 41 product meets the requirements as specified herein 42 4. Technical data sheet and project specific data for repair materials to be topcoated 43 with the coating product including application, cure time and surface preparation 44 procedures CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised April 29, 2021 Eaton High School Stadium Addition CPN 106072 33 39 60 -4 LINERS FOR SANITARY SEWER STRUCTURES Page 4 of 12 1 5. Material and method for repair of leaks or cracks in the structure. This 2 applies to repair work on both existing structures, manholes and newinstalled 3 manholes (including Developer projects) that have been identified with cracks, 4 voids, signs of infiltration, other structural defects or other related 5 construction damage. 6 B. Contractor Data 7 1. Current documentation from coating product manufacturer certifying Contractor's 8 training (and/or licensed) as an approved installer and equipment complies with the 9 Quality Assurance requirements specified herein 10 2. 5 recent references of Contractor indicating successful application of coating 11 product(s) of the same material type as specified herein, applied by spray 12 application within the municipal wastewater environment. References shall include 13 at least the following: owner name, City inspector name and phone number, project 14 name/number, size and linear footage of sanitary sewer main, manhole diameter, 15 structure dimensions and number of each, square feet (or vertical feet) of product 16 installed, contract cost, and contract duration. Contractor must demonstrate a 17 successful history of installing the product in structures of similar size and scope 18 and update this each time the contractor applies for and renews its Prequalification 19 for the Water Department. 20 3. For Developer Projects — at the time of Contractor selection, the 21 Pre qualification Statement, Section 00 4512 shall be submitted to the City, 22 clearly indicating the contractor prequalified for installation of 23 structure/manhole liner. No other bid submittals shall be accepted that 24 include lining contractors whose pre qualification term has expired or is not on 25 the active contractor list at the time of Contractor selection. If the submitted 26 forms for this project not acceptable, the City will refer to the current active 27 contractor prequalification list, and the Contractor shall select the appropriate 28 manhole lining subcontractor based on the project scope of work. The 29 Contractor shall then provide the revised Pre qualification Statement Section 30 00 4512 for review and acceptance. 31 4. This Specification (along with the CCTV Specification) and the associated 32 submittals including the work plan, QA/QC, testing, closeout documents, etc. 33 shall be discussed as part of the Pre -Construction Agenda for each project 34 (Developer projects included). 35 5. For any project, Developer projects included - If the Contractor proceeds with 36 application of an unapproved lining product and/or using an unqualified 37 subcontractor for lining, the City shall recommend either repair and/or 38 removal of any defective lining material and have the Contractor select an 39 approved subcontractor that can apply the approved lining materials. This 40 work shall be at no additional cost to the City. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised April 29, 2021 Eaton High School Stadium Addition CPN 106072 33 39 60 - 5 LINERS FOR SANITARY SEWER STRUCTURES Page 5 of 12 1 6. Schedule and Sequence of Construction— Considering this is a specialized 2 installation performed by only certified applicators, the schedule for this work 3 has a lead time that shall be included in the Contractor's schedule. If the 4 Contractor does not provide written notification and/or fails to schedule the 5 subcontractor in advance, the City shall not be responsible for any additional 6 costs and/or delays caused by the Contractor. Contractor shall provide the 7 updated construction schedule and work plan (including manhole preparation, 8 repairs, lining, testing, etc.) in accordance with Section 013216 at least 1 week 9 prior to start of lining activities to the City Inspector, City Project Manager, 10 Water Field Operations, and Water Capital Projects. Equipment shall be on - II site and in working order for the testing. If the Contractor is unable to have 12 equipment ready for testing, the test date shall be rescheduled accordingly 13 with the Inspector. The updated construction schedule shall clearly indicate 14 all related construction activities at the manholes before and after lining. All 15 paving activities, including any final grade adjustments for manholes outside 16 pavement, shall be completed before Contractor begins lining work. After 17 liner installation, Contractor shall wait a minimum of 48 hours to allow the 18 liner material to fully cure before returning the system to normal service. 19 CCTV per Section 33 0131 shall be scheduled after the lining has been 20 completed to document and confirm the manholes have been lined. 21 1.7 CLOSEOUT SUBMITTALS 22 A. Testing Documentation 23 1. Provide test results required in Section 2.4 and Section 3.7 to City. 24 a. Include the following manhole or structure location information: 25 1) Existing sanitary sewer main/lateral number. For Developer Projects, 26 provide proposed sanitary sewer line number as designated on the plans 27 and provide the existing sanitary sewer main/lateral number at 28 connection to the existing manhole (if applicable). 29 2) Station number 30 3) GIS ID number (if provided during construction). 31 b. Inspection report of each manhole/structure tested (See attached sample 32 reports to be used for Wet Film Thickness, Manhole Holiday/Spark 33 Detection, and Manhole Adhesion Test). 34 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 35 1.9 QUALITY ASSURANCE 36 A. Qualifications 37 1. Contractor 38 a. Be trained by, or have training approved and certified by, the coating product 39 manufacturer for the handling, mixing, application and inspection of the coating 40 product(s) to be used as specified herein 41 b. Initiate and enforce quality c ontrol proc edures consistent with the coating 42 product(s) manufacturer recommendations and applicable NACE or SSPC 43 standards as referenced herein 44 1.10 DELIVERY, STORAGE, AND HANDLING 45 A. Keep materials dry, protected from weather and stored under cover. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised April 29, 2021 Eaton High School Stadium Addition CPN 106072 33 39 60 - 6 LINERS FOR SANITARY SEWER STRUCTURES Page 6 of 12 1 B. Store coating materials between 50 degrees F and 90 degrees F. 2 C. Do not store near flame, heat or strong oxidants. 3 D. Handle coating materials according to their material safety data sheets. 4 1.11 FIELD [SITE] CONDITIONS 5 A. Provide confined space entry, flow diversion and/or bypass plans as necessary to 6 perform the specified work. Active flows shallbe diverted with flow through plugs as 7 required to ensure that flow is maintained off the surfaces to be lined. 8 1.12 WARRANTY 9 A. Contractor Warranty 10 1. Contractor's Warranty shall be in accordance with Division 0. 11 PART 2 - PRODUCTS 12 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 13 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS 14 A. Repair and Resurfacing Products 15 1. Compatible with the specified coating product(s) in order to bond effectively, thus 16 forming a composite system 17 2. Used and applied in accordance with the manufacturer's recommendations 18 3. The repair and resurfacing products must meet the following: 19 a. 100 percent solids, solvent -free epoxy grout specifically formulated for epoxy 20 topcoating compatibility 21 b. Factory blended, rapid setting, high early strength, fiber reinforced, non -shrink 22 repair mortar that can be toweled or pneumatically spray applied and 23 specifically formulated to be suitable for topcoating with the specified coating 24 productused 25 B. Coating Product 26 1. Capable of being installed and curing properly within a manhole or concrete utility 27 environment 28 2. Resistant to all forms of chemical or bacteriological attack found in municipal 29 sanitary sewer systems; and, capable of adhering to typical manhole structure 30 substrates 31 3. The 100 percent solids, solvent -free ultra high -build epoxy system shall exhibit the 32 following characteristics: 33 a. Application Temperature-50 degrees F, minimum 34 b. Thickness —125 mils minimum for newly installed structures; 250 mils 35 minimum for rehabilitation of existing structures (Warren Environmental 36 System 301, ARC S1HB by A.W. Chesterton Company) 37 c. Color — White, Light Blue, or Beige 38 d. Compressive Strength (per ASTM D695) — 8,800 psi minimum 39 e. Tensile Strength (per ASTM D638) — 7,500 psi minimum 40 f. Hardness, Shore D (per ASTM D4541) — 70 minimum CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised April 29, 2021 Eaton High School Stadium Addition CPN 106072 33 39 60 - 7 LINERS FOR SANITARY SEWER STRUCTURES Page 7 of 12 I g. Abrasion Resistance (per ASTM D4060 CS 17F Wheel) — 80 mg loss 2 maximum 3 h. Flexural Modulus (per ASTM D790) — 400,000 psi minimum 4 i. Flexural Strength (per ASTM D790)—12,000 psi minimum 5 j. Adhesion to Concrete, mode of failure (ASTM D4541): Substrate (concrete) 6 failure 7 k. Chemical Resistance (per ASTM D543/G20) all types of service for: 8 1) Municipal sanitary sewer environment 9 2) Sulfuric acid, 70 percent 10 3) Sodium hydroxide, 20 percent 11 4. Or, the multi -layer modified polyurea and polyurethane shall exhibit the foHow uig 12 characteristics: 13 a. Application Temperature— 50 degrees F, minimum 14 b. Thickness — 500 mils minimum (SpectraShield) 15 c. Moisture Barrier and Final Corrosion Barrier 16 1) Color —Pink 17 2) Tensile Strength (per ASTM D412) — 2550 psi minimum 18 3) Hardness, Shore D (per ASTM D2240) — 56 minimum 19 4) Abrasion Resistance (per ASTM D4060) —20 mg loss maximum 20 5) Percent Elongation (per ASTM D412) — 269 21 d. Surfacer 22 1) Compressive Strength (per ASTM D1621) —100 psi minnnum 23 2) Density (per ASTM D1622) —5 lbs/cu ft minimum 24 3) Shear Strength (per ASTM C273) —230 psi minimum 25 4) Closed Cell Content (per ASTM D1940) —>95% 26 C. Coating Application Equipment 27 1. Manufacturer approved heated plural component spray equipment 28 2. Hard to reach areas, primer application and touch-up may be performed using hand 29 tools. 30 3. Applicator shall use approved specialty equipment that is adequate in size, capacity, 31 and number sufficient to accomplish the work in a timely manner. 32 2.3 ACCESSORIES [NOT USED] 33 2.4 SOURCE QUALITY CONTROL 34 A. Coating Thickness Testing 35 1. Film Thickness Testing for epoxy systems 36 a. Take wet film thickness gauge measurements per ASTM D4414 —Standard 37 Practice for Measurement of Wet Film Thickness by Notch Gages at 3 locations 38 within the manhole, 2 spaced equally apart along the wall and 1 on the bench. 39 1) Document and attest measurements and provide to the City using the form 40 at the end of this specification. 41 2. Thickness testing for modified polymer liner system 42 a. Upon installation of the Final Corrosion Barrier insert probe into substrate for 43 depth of system measurement at 3 locations within the manhole, 2 spaced 44 equally apart along the wall and 1 on the bench. 45 3. Document all testing results and provide to the City using the form at the end of this 46 specification. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised April 29, 2021 Eaton High School Stadium Addition CPN 106072 33 39 60 - 8 LINERS FOR SANITARY SEWER STRUCTURES Page 8 of 12 R Non -Conforming Work 2 1. City reserves the right to require additional testing depending on the rate of failure. 3 2. City will select testing locations. 4 C. Testing Frequency 5 1. Projects with 10 or less manholes and/or structures test all. 6 2. Projects with greater than 10 manholes and/or structures, test at least 10 and test 25 7 percent of manholes and/or structures after the first 10. 8 3. City will select the manholes and/or structures to be tested. 10 3.1 INSTALLERS 11 A. All installers shall be certified applicators approved by the manufacturers. Applicator 12 shall use adequate number of skilled workmen that have been trained and experienced for 13 the approved product. 14 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION 17 A. Manhole Preparation 18 1. Stop active flows via damming, plugging or diverting as required to ensure all 19 liquids are maintained below or away from the surfaces to be coated. 20 2. Maintain temperature of the surface to be coated between 40 and 120 degrees F. 21 3. Shield specified surfaces to avoid exposure of direct sunlight or other intense heat 22 source. 23 a. Where varying surface temperatures do exist, coating installation should be 24 scheduled when the temperature is falling versus rising. 25 R Surface Preparation 26 1. Remove oils, roots, grease, incompatible existing coatings, waxes, form release, 27 curing compounds, efflorescence, sealers, salts or other contaminants which may 28 affect the performance and adhesion of the coating to the substrate. Remove any 29 steps found in the structure. 30 2. Remove concrete and/or mortar damaged by corrosion, chemical attack or other 31 means of degradation so that only sound substrate remains. 32 3. Surface preparation method, or combination of methods, that may be used include 33 high pressure water cleaning, high pressure water jetting, abrasive blasting, 34 shotblasting, grinding, scarifying, detergent water cleaning, hot water blasting and 35 others as described in SSPC SP 13/NACE No. 6. 36 4. All methods used shall be performed in a manner that provides a uniform, sound, 37 clean, neutralized, surface suitable for the specified coating product. 38 5. After completion of surface preparation, inspect for leaks, cracks, holes, exposed 39 rebar, ring and cover condition, invert condition, and inlet/outlet pipe condition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 29, 2021 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 H 10 11 12 13 14 15 16 17 18 19 33 39 60 - 9 LINERS FOR SANITARY SEWER STRUCTURES Page 9 of 12 6. After defects in the structure have been identified, seal cracks, repair exposed rebar with new rebar to match existing, repair leaks and cracks with grout or other methods approved by the Manufacturer and the City. All new rebar shall be embedded in 1 '/2 inch epoxy mastic. Replace/seal connection between existing frame and chimney if it is found loose or not attached. 7. The repair materials shall be trowel or spray applied by the lining Contractor utilizing proper equipment on to specified surfaces. The equipment shall be specially designed to accurately ratio and apply the specified materials and shall be regularly maintained and in proper working order. The repair mortar and epoxy topcoat must share the same epoxy matrix to ensure a bonded weld. No cementitious repair material, quick setting high strength concrete with latex or curing agent additives, or quick set mortars will be allowed. Proper surface preparation procedures must be followed to ensure adequate bond strength to any surface to be coated. New cement cure time is at least 30 days prior to coating. The repair materials as specified in this Section shall apply to both existing structures and newinstalled structures. This includes Developer projects, in which new installed structures/manholes have been identified with either cracks, voids, signs of infiltration, other structural defects or other related construction damage. 20 3.4 INSTALLATION 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 A. General 1. Perform coating after the sewer line replacement/repairs, grade adjustments and grouting are complete. 2. Perform application procedures per recommendations of the coating product manufacturer, including environmental controls, product handling, mixing and application. B. Temperature 1. Only perform application if surface temperature is between 40 and 120 degrees F. 2. Make no application if freezing is expected to occur inside the manhole within 24 hours after application. C. Coating 1. Spray apply per manufacturer's recommendation at a minimum film thickness as noted in Section 2.2.13. 2. Apply coating from bottom of manhole frame to the bench/trough, including the bench/trough. 3. After walls are coated, remove bench covers and spray bench/trough to at least the same thickness as the walls. 4. Apply any topcoat or additional coats within the product's recoat window. a. Additional surface preparation is required if the recoat window is exceeded. 5. Allow a minimum of 48 hours of cure time or be set hard to touch before reactivating flow. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 29, 2021 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 33 39 60 -10 LINERS FOR SANITARY SEWER STRUCTURES Page 10 of 12 1 3.5 REPAIR / RESTORATION [NOT USED] 2 3.6 REINSTALLATION [NOT USED] 3 3.7 FIELD QUALITY CONTROL 4 A. Each structure willbe visually inspected by the City the same day following the 5 application. 6 B. Groundwater infiltration of the system shall be zero. 7 C. All pipe connections shall be open and clear. 8 D. The inspector will check for deficiencies, pinholes, voids, cracks, uncured spots, 9 delamination, and thin spots. Any deficiencies in the liner shall be marked and repaired 10 according to the procedures outlined by the Manufacturer. 11 E. If leaks are detected they will be chipped back, plugged and coated immediately with 12 protective epoxy resin coating. 13 1. Make repair 24 hours after leak detection. 14 F. Post Installation Coating Tests 15 1. Wet Film Testing 16 2. Adhesion Testing 17 a. Adhesion test the liner at a minimum of three locations (cone area, mid -section, 18 and bottom of the structure). For structures exceeding 6-feet add one additional 19 test for every additional 6-feet. For example: 6-foot manhole— 3 tests. 6-feet, 1- 20 inch manhole thru 11-feet, 11-inch manhole — 4 tests, 12-foot manhole — 5 tests. 21 Etc... Tests performed per ASTM D7234 — Standard Test Method for Pull -Off 22 Adhesion Strength of Coatings on Concrete Using Portable Pull -Off Adhesion 23 Testers. 24 1) Document and attest all test results repairs made and provide to the City 25 (see structure/manhole report form for adhesion testing at the end of this 26 specification). 27 2) The adhesive used to attach the dollies shall have a tensile strength greater 28 that the liner. 29 3) Failure of the dolly adhesive is deemed a non -test and requires retesting. 30 4) All the pull tests shall exceed 300 psi or concrete failure with more than 31 50% of the subsurface adhered to the coating. If over 1/3rd fail, additional tests 32 may be required by the City. If additional tests fail the City may require 33 removal and replacement of the liner at the contractor's expense. 34 3. Holiday Detection Testing 35 a. Holiday Detection test the liner per NACE SP0188 — Discontinuity (Holiday) 36 Testing of New Protective Coatings on Conductive Substrates. Mark all 37 detected holidays. Repair all holidays in accordance to coating manufacturer's 38 recommendations. 39 1) Document and attest all test results repairs made and provide to the 40 City (see structure/manhole report for holiday detection testing at the 41 end of this specification). CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 29, 2021 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 33 39 60 -11 LINERS FOR SANITARY SEWER STRUCTURES Page 11 of 12 1 2) For example, the typical testing requirements are 100 volts per mil to 2 12,500 volts to test 125 mils. Contractor shall mark any location that 3 shows a spark or potential for a pinhole and repair these locations per 4 manufacturer recommendations. 5 4. CCTV 6 a. Post Construction CCTV recordings shall be made after all other testing is 7 completed, including the repairs that are made to the lining following any test 8 failures. 9 b. After liner installation, conduct post -CCTV in accordance with Section 33 01 31. 10 Video camera shall be lowered from the top of the manhole to the invert, to video 11 all lined surfaces, prior to beginning post -CCTV of the main. Payment for this 12 work is subsidiary to the cost for the post -CCTV of the main. 13 c. A bonded third -party testing company shall perform the testing. 14 d. Or Contractor may perform tests if witnessed by representative of the coating 15 manufacturer. Coating manufacturer representative to provide certification that 16 Contractor performed tests in accordance with noted standards. 17 G. Non -Conforming Work 18 1. City reserves the right to require additional testing depending on the rate of failure. 19 2. City will select testing locations. 20 3. Repair all defects according to the manufacturer's recommendations. 21 R Testing Frequency 22 1. Projects with 10 or less manholes and/or structures test all. 23 2. Projects with greater than 10 manholes and/or structures, test at least 10 and test 25 24 percent of manholes and/or structures after the first 10. 25 3. City will select the manholes and/or structures to be tested. 26 I. Test manhole for final acceptance according to Section 33 0130. 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A- Provide all test results from testing per Section 2.4 and applicator certifications per 32 Section 3.1 and in accordance with Section 1.7. In addition, perform vacuum test and 33 provide results using the test form per Section 33 0130, Sewer and Manhole Testing. 34 R Upon final completion of the work, the manufacturer and/or the testing firm will 35 provide a written certification of proper application to the City. 36 C. The certification will confirm that the deficient areas were repaired in accordance with 37 the procedure set forth in this Specification. The final report will detail the location of the 38 repairs in the structure and description of the repairs. See attached testing forms. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 29, 2021 Eaton High School Stadium Addition CPN 106072 Eaton High School Stadium Addition CPN 106072 33 39 60 -12 LINERS FOR SANITARY SEWER STRUCTURES 2 3.12 PROTECTION [NOT USED] Page 12 of 12 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE Further clarification on the sizes and types of manholes under Part 1.2. Removal of Raven Lining system and inclusion of SpectraShield and Warren Environmental 09-23-2020 J. Kasavich System 301, and ARC S1HB by A.W. Chesterton Company. Additional source quality control and field quality control test requirements. Added testing forms for Wet Film Thickness, Manhole Holiday/Spark Detection, and Manhole Adhesion Test. 4-21-2021 J. Kasavich Provided minor revisions to clarify howtestingis to be recorded and order of testing. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised April 29, 2021 Eaton High School Stadium Addition CPN 106072 POST INSTALLATION FORT WORTH MANHOLE LINER INSPECTION FORM WET FILM THICKNESS Company Name: Address: Phone #: Cell: Work: Coating Date: Crew Leader: Project Name: Project #: Contractor: Owner: Thickness of Coating: Location of Structure: MANHOLE INFORMATION Line & Station #: Other: Structure Type: (check one) 4' DI MH TYPE A FLDW DIV BOX 5' DI MH TYPE B FLDW DIV BOX V DI MH JUNCTION BOX T DI MH SPHIPHON ENTRY BOX METERING STATION Wet Film Thickness Measurements Wet Film Thickness Gauge per ASTM D4414 at 3 Locations Within the Manhole Two (2) Spaced Equally Apart Along the Wall and One (1) on the Bench Steps: Yes / No Structure Material: Lining Material: Comments: MH Depth: MH Width: Bench: Mil (Gauge) Invert (Sprayed) *If No, Justify Indicate Measurements on the Diagram Above Yes / No 125 / 250 Yes / *No Eaton High School Stadium Addition CPN 106072 POST INSTALLATION MANHOLE ADHESION TEST FORM Company Name: Address: Phone #: Cell: Work: Coating Date: Crew Leader: Project Name: Project #: Contractor: Owner: Thickness of Epoxy Coating: Location of Structure: Line & Station #: Structure Type: (check one) Other: MANHOLE INFORMATION 4' DI MH TYPE A FLDW DIV BOX 5' DI MH TYPE B FLDW DIV BOX 6' DI MH JUNCTION BOX 7' DI MH SPHIPHON ENTRY BOX METERING STATION Adhesion Test Results (ASTM D7234) FORT WORTH Inspection Date: Inspection Company: Inspector Name: Manhole Depth: Number of Tests: Test Results: Indicate test locations on drawing Comments: *Non -Manhole Structures may require additional sketches to indicate testing location for all testingprocedures. Include additional sketches as needed. Eaton High School Stadium Addition CPN 106072 POST INSTALLATION FORT WORTH MANHOLE HOLIDAY/SPARK DETECTION TEST FORM Company Name: Address: Phone #: Cell: Work: Coating Date: Crew Leader: Project Name: Project #: Contractor: Owner: Thickness of Coating: Location of Structure: Line & Station #: Structure Type: (check one) Other: MANHOLE INFORMATION 4' DI MH TYPE A FLDW DIV BOX T DI MH TYPE B FLDW DIV BOX 6' DI MH JUNCTION BOX 7' DI MH SPHIPHON ENTRY BOX METERING STATION Holiday Detection Test Results (NACE SP0188) Liner Material: Indicate defect locations on drawing Spark Tester Serial #: Voltage Setting: Inspection Date: Inspection Company: Inspector Name: Repair Date: Comments: *Non -Manhole Structures may require additional sketches to indicate testing location for all testinglarocedures. Include additional sketches as needed. Eaton High School Stadium Addition CPN 106072 POST INSTALLATION MANHOLE VACUUM TEST FORM Company Name: Address: Phone #: Cell: Work: Coating Date: Crew Leader: Project Name: Project #: Contractor: Owner: Indicate Pass/Fail: Location of Structure: Manhole Pour or Placement Date: Line & Station #: Other: Structure Type: (check one) MANHOLE INFORMATION 4' DI MH TYPE A FLDW DIV BOX 5' DI MH TYPE B FLDW DIV BOX 6' DI MH JUNCTION BOX T DI MH SPHIPHON ENTRY BOX METERING STATION Vacuum Test Results FORT WORTH Inspection Date: Repair Locations Inspection Company: Inspector Name: Repair Date: Repair Location: Type of Repair: Repair Materials: Comments: Eaton High School Stadium Addition CPN 106072 3341 10 - 1 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 1 of 12 SECTION 33 4110 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Furnishing and installing reinforced concrete storm drain pipe and culverts, including: a. Pipe or box fittings b. Connection of drain lines to curb inlets c. All joints d. All connections to new or existing pipe or headwalls, manholes, etc., to the lines and grades shown on the Drawings B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I — General Requirements 3. Section 33 0131 — Closed Circuit Television (CCTV) Inspection 4. Section 03 30 00 — Cast -in -Place Concrete 5. Section 33 05 10 —Utility Trench Excavation, Embedment and Backfill 6. Section 33 05 23 — Hand Tunneling 7. Section 03 34 13 - Controlled Low Strength Material (CLSM) 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Reinforced Concrete Storm Drain Pipe a. Measurement 1) Measured along the longitudinal centerline of the pipe from the initial beginning point as shown on Drawings to the end of construction as shown on Drawings, excluding inside diameters of any manholes encountered b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of "RCP" installed for: a) Various sizes b) Various classes c. The price bid shall include: 1) Furnishing and installing the specified diameter pipe and appurtenant fittings 2) Mobilization 3) Pavement removal 4) Excavation CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 334110-2 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 2 of 12 5) Hauling 6) Disposal of excess material 7) Furnishing, placement and compaction of embedment 8) Furnishing, placement and compaction of backfll 9) Gaskets 10) Clean-up 11) Cleaning 12) Jointing 13) Connections to all drainage structures 2. Reinforced Concrete Storm Drain Culverts a. Measurement 1) Measured along the longitudinal centerline of the pipe from the initial beginning point as shown on Drawings to the end of construction as shown on Drawings, excluding inside diameters of any manholes encountered b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of "Box Culvert" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing the specified diameter pipe and appurtenant fittings 2) Mobilization 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess material 7) Furnishing, placement and compaction of embedment 8) Furnishing, placement and compaction of backfill 9) Gaskets 10) Clean-up 11) Cleaning 12) Jointing 13) Connections to all drainage structures 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Association of State Highway and Transportation Officials (AASHTO): a. T111, Inorganic Matter or Ash in Bituminous Materials. 3. ASTM International (ASTM): a. A185, Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete. b. A497, Standard Specification for Steel Welded Wire Reinforcement, Deformed, for Concrete. c. C76, Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 334110-3 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 3 of 12 d. C361, Standard Specification for Reinforced Concrete Low -Head Pressure Pipe. e. C443, Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets. f. C497, Standard Test Methods for Concrete Pipe, Manhole Sections, or Tile. g. C506, Standard Specification for Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe. h. C507, Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe. i. C990, Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants. j. C1433, Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers. k. D4, Standard Test Method for Bitumen Content. 1. D6, Standard Test Method for Loss on Heating of Oil and Asphaltic Compounds. in. D36, Standard Test Method for Softening Point of Bitumen (Ring -and -Ball Apparatus). in. D71, Standard Test Method for Relative Density of Solid Pitch and Asphalt (Displacement Method). o. D92, Standard Test Method for Flash and Fire Points by Cleveland Open Cup Tester. p. D 113, Standard Test Method for Ductility of Bituminous Materials. q. D217, Standard Test Methods for Cone Penetration of Lubricating Grease. 4. TxDOT Test Procedures (Tex): a. Tex-704-I, Making, Curing, and Testing Compression Test Specimens for Precast Concrete 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALS/INFORMATION SUBMITTALS A. Certificates 1. Furnish manufacturer's certificate of compliance that their product meets the physical testing requirements of this Specification for the materials referenced including, but not limited to: a. Reinforced concrete pipe b. Concrete box culvert c. Jointing materials CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 334110-4 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 4 of 12 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Secure and maintain a location to store the material in accordance with Section 01 6600. 2. Keep pipe clean and fully drained during storage. 3. Transport, handle and store pipe and fittings as recommended by manufacturer. 4. Repair or replace any damaged pipe before installation per the manufacturer's recommendation. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS A. Fabrication Precast Reinforced Concrete Pipe a. Provide precast storm sewer pipe that conforms to ASTM C76, ASTM C506 or ASTM C507 for circular, arch or elliptical pipe respectively. b. Utilize a machine made process or cast by a process that will provide uniform placement of a mixture of cement, aggregate and water proportional to provide a homogeneous concrete meeting the specified strength requirements. c. Mix concrete in a central batch plant or other approved batching facility where the quality and uniformity of the concrete is assured. d. Do not use transit mixed concrete to manufacture precast concrete pipe. 2. Concrete Box Culvert a. Cast -in -Place 1) Conform to Section 03 30 00. b. Precast 1) Furnish machine made precast boxes in accordance with ASTM C1433. 2) Utilize a machine made process or cast by a process that will provide uniform placement of a mixture of cement, aggregate, and water proportional to provide a homogeneous concrete meeting the specified strength requirements. 3) Concrete water to cement ratio not to exceed 0.53 by weight 4) Utilize minimum 470 pounds of cement per cubic yard of concrete unless mix designs with lower cement content demonstrate that the quality and performance of the sections meet the requirements of this Specification. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 334110-5 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 5 of 12 5) Mix concrete in a central batch plant or other approved batching facility where the quality and uniformity of the concrete is assured. 6) Do not use transit mixed concrete to manufacture precast concrete box culvert. 7) Utilize welded wire fabric steel reinforcement conforming to ASTM At85 or ASTM A497. Jointing Materials a. Use any of the materials described in this Section for the making of joints. 1) Furnish a manufacturer's certificate of compliance for all jointing materials. 2) Cold Applied Preformed Plastic Gaskets/Flexible Joint Sealants a) Provide flexible joint sealants that meet the requirements of ASTM C990. b) Utilize 1 continuous gasket conforming to the joint shape for each joint. c) Plastic gasket shall be produced from blends of refined hydrocarbon resins and plasticizing compounds reinforced with inert mineral filler and shall contain no solvents, irritating fumes or obnoxious odors. d) Use flexible joint sealants that do not depend on oxidizing, evaporating or chemical action for its adhesive or cohesive strength. e) Supply in extruded rope form of suitable cross section and size as to fill the joint space when the pipes are joined. f) Provide a size of the pre -formed flexible joint sealant in accordance with the manufacturer's recommendations and large enough to properly seal the joint and obtain the squeeze out as described under construction methods. g) The gasket joint sealer shall be protected by a suitable removable 2- piece wrapper, and the 2-piece wrapper shall be so designed that'/2 may be removed longitudinally without disturbing the other '/z to facilitate application as noted below. h) The chemical composition of the gasket joint sealing compound as shipped shall meet the requirements of Table 1 when tested in accordance with the test methods shown. Table 1. Sealing Compound Chemical Composition Composition Test Method Percent by Weight Bitumen ASTM D4 Bitumen Content 50-70 Ash -Inert Mineral Matter AASHTO T111 30-50 Volatile Matter at 325 degrees F ASTM D6 Loss on Heating of Oil and Asphaltic Compounds 2.0 Max i) Gasket joint sealing compound when immersed for 30 days at ambient room temperature separately in 5 percent solution of caustic potash, a mixture of 5 percent hydrochloric acid, a 5 percent solution of sulfuric acid and a saturated hydrogen sulfide (H2S) solution shall show no visible deterioration. j) The physical properties of the gasket joint sealing compound as shipped shall meet the requirements in Table 2 when tested in accordance with the test methods shown. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 334110-6 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 6 of 12 Table 2. Sealing Compound Physical Properties Property Test Method Typical Analysis Specific Gravity at 77 degrees F ASTM D71 1.20 to 1.35 Ductility at 77 degrees F ASTM D 113 5.0 centimeters minimum Point at 77 degrees F ASTM D36 320 degrees F minimum -Softening Penetration 32 degrees F (300-gms) 60-seconds ASTM D217 75 minimum 77 degrees F (150-gms) 5-seconds 50 to 120 115 degrees F (150-gms) 5-seconds 150 max Flash Point C.O.C. ASTM D92 600 degrees F Fire Point C.O.0 625 degrees F 3) Rubber Gaskets a) Provide gaskets that conform to ASTM C361 or ASTM C443. b) Meet the requirements of ASTM C443 for design of the joints and permissible variations in dimensions. B. Design Criteria Reinforced Concrete Pipe a. Unless otherwise indicated on the Drawings, furnish Class III concrete pipe with shell thickness, circumferential reinforcement and strength conforming to the requirements of ASTM C76, ASTM C506 or ASTM C507 for circular, arch or elliptical pipe respectively, except as modified below: 1) Manufacture pipes larger than 60-inch diameter by using 2 lines of circular reinforcement. 2) For Class III pipes larger than 60-inch diameter, manufacturer may, at its option, furnish pipe manufactured with either Wall "B" or Wall "C" minimum thicknesses and the applicable minimum steel area as listed for circular cages in Table II of ASTM C76, provided test strength requirements for Class III pipe are satisfactorily met. b. Jacking, Boring, or Tunneling 1) Design pipe for jacking, boring or tunneling conforming to the requirements of Section 33 05 23. 2) When requested, provide design notes and drawings signed and sealed by a Texas licensed professional engineer. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL A. Tests and Inspections 1. Reinforced Concrete Pipe a. Acceptance of pipe will be determined by the results of the following tests: 1) Material tests required in ASTM C76, ASTM C506 or ASTM C507. 2) Absorption tests in accordance with ASTM C497. 3) 3-edge bearing tests in accordance with ASTM C497. a) Testing Rate (1) If tested for 0.01-inch crack only: (a) Test 0.8 percent of pipe sections for each size included in order (2) If tested for 0.01-inch crack and ultimate load: CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 334110-7 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 7 of 12 (a) Test 0.2 percent of pipe sections for each size included in order b) Pipes that have been tested only to the formation of a 0.01 inch crack and that meet the 0.01 inch test load requirements shall be accepted for use. c) Failed Pipe (1) Test 2 consecutive joints in the same mix series if a specimen fails to meet test requirements. (2) Entire pipe series will be rejected if 1 of the consecutive joints fails to meet test requirements. d) Pipes larger than 1 inch in diameter may be accepted on the basis of material tests and inspection of completed product as an alternate to 3- edge bearing test, at the option of the manufacturer. (1) Acceptance of pipe will be determined by the results of the material tests as required in ASTM C76, ASTM C506 or ASTM C507. (a) Perform crushing tests on cores taken from barrel of completed and cured pipe. (b) Perform absorption tests on samples from pipe wall. (c) Inspect finished pipe including amount and placement of reinforcement. (2) Manufacturer will furnish facilities and personnel for taking core samples from pipe barrel and for determining compressive strength of samples. (3) Manufacturer will plug and seal core holes if samples meet strength requirements. (a) Plug and seal sections in a manner that the pipe section will meet all test requirements of ASTM C76, ASTM C506 or ASTM C507. (b) Pipe sections plugged and sealed as described above will be accepted for use. 4) Inspect the finished pipe to determine its conformance with the required design. 2. Cast -in -Place Concrete Box Culvert a. Provide test specimens that meet the requirements of Division 03. Precast Box Culvert a. Make test specimens in test cylinders at the same time and in the same manner as the box sections they represent. b. Make a minimum of 4 test cylinders for each day's production run and each mix design. c. Cure test cylinders in the same manner and for the same times as the boxes they represent. d. Test the specimens in accordance with Tex-704-I. B. Sizes and Permissible Variations 1. Reinforced Concrete Pipe a. Ensure that variations in diameter, size, shape, wall thickness, reinforcement, placement of reinforcement, laying length and the permissible under run of length are in accordance with the applicable ASTM Specification for each type of pipe as referred to previously. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 334110-8 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 8 of 12 b. Where rubber gasket pipe joints are to be used, the design of joints and permissible variations in dimensions shall be in accordance with ASTM C443, Sections 7 and 8. 2. Cast -in -Place or Precast Box Culvert a. Ensure that precast sections of either type meet the following requirements: 1) The inside vertical and horizontal dimensions do not vary from Drawing requirements by more than 1/2 inch or 1 percent, whichever is greater. 2) The horizontal or vertical plane at each end of the box section does not vary from perpendicular by more than 1/2 inch or 1 percent, whichever is greater, measured on the inside faces of the section. 3) The sides of a section at each end do not vary from being perpendicular to the top and bottom by more than 1/2 inch or 1 percent, whichever is greater, when measured diagonally between opposite interior corners. b. Ensure that wall and slab thicknesses are not less than shown on the Drawings except for occasional deficiencies not greater than 1/4 inch or 5 percent, whichever is greater. 1) If proper jointing is not affected, thicknesses in excess of Drawing requirements are acceptable. c. Deviations from the above tolerances will be acceptable if the sections can be fitted at the plant or job site and the joint opening at any point does not exceed 1 inch. 1) Use match marks for proper installation on sections that have been accepted in this manner. C. Workmanship and Finish 1. Reinforced Concrete Pipe a. Ensure that pipe is substantially free from fractures, large or deep cracks and surface roughness. b. Ensure that ends of pipe are normal to the walls and centerline of the pipe within the limits of variations allowed as stated previously. 2. Cast -in -Place or Precast Box Culvert a. Fine cracks on the surface of the member that do not extend to the plane of the nearest reinforcement are acceptable unless the cracks are numerous and extensive. b. Repair cracks that extend into the plane of the reinforcing steel in an approved manner. c. Excessive damage, honeycomb or cracking will be subject to structural review. d. The City may accept boxes with repairs that are sound, properly finished and cured in conformance with pertinent Specifications. e. When fine cracks on the surface indicate poor curing practices, discontinue further production of precast sections until corrections are made and proper curing is provided. D. Curing 1. Cure pipe/box in accordance with the applicable ASTM Specification for each type of pipe as referred to above. E. Marking 1. Reinforced Concrete Pipe a. Clearly mark the following information on each section of pipe: CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 334110-9 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 9 of 12 1) Class of pipe 2) ASTM designation 3) Date of manufacture 4) Identification of plant 5) Name or trademark of the manufacturer 6) Pipe to be used for jacking and boring b. For pipe with elliptical reinforcement, in addition to above, clearly mark 1 end of each section during the process of manufacture or immediately after with the following: 1) The location of the top or bottom of the pipe as it should be installed, unless the external shape of the pipe is such that the correct position of the top and bottom is obvious 2) Mark the pipe section by indenting or painting with waterproof paint. Cast -in -Place or Precast Box Culvert a. Mark precast boxes with the following: 1) Name or trademark of the producer 2) Date of manufacture 3) Box size 4) Minimum and maximum fill heights b. For boxes without lifting holes, mark 1 end of each box section on the inside and outside walls to indicate the top or bottom as it will be installed. c. Indent markings into the box section or paint them on each box with waterproof paint. F. Pipe/Box Rejection 1. Individual sections of pipe/box may be rejected if any of the Specification requirements are not met or if any of the following exist: a. Fractures or cracks passing through the shell, with the exception of a single end crack that does not exceed the depth of the joint b. Defects that indicate imperfect proportioning, mixing and molding c. Surface defects indicating honeycombed or open texture d. Damaged ends which would prevent making a satisfactory joint e. Any continuous crack having a surface width of 0.01 inch or more and extending for a length of 12 inch or more 2. Mark rejected pipe/box with painted "REJECTED". 3. Remove rejected pipe/box immediately from job site and replace with pipe/box meeting the requirements of this Specification. PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 3341 10-10 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 10 of 12 1. Conform to the requirements of Section 33 05 10 for excavation and embedment for open -cut type installation. 2. Conform to the requirements of Section 33 05 23 when jacking, boring or tunneling methods are specified on Drawings. 3. Establish and maintain lines and grades. B. Pipe/Box Laying — Trench Installation 1. Ensure that pipe/box and fittings are laid and jointed infirm trench bottom conditions. 2. Start laying pipe/box on the bedding at the outlet or downstream end with the spigot or tongue end of the pipe joint pointing downstream, and proceed toward the inlet or upstream end with the abutting sections properly matched, true to the established lines and grades. 3. Provide appropriate facilities for hoisting and lowering the sections of pipe/box according to manufacturer's recommendation. 4. Lift and lower sections of pipe/box into trench without damaging pipe or disturbing the prepared bedding or sides of trench. 5. Carefully clean pipe/box ends before pipe is placed in trench. 6. Protect pipe/box open end to prevent entrance of earth or bedding material as each length of pipe/box is laid. 7. Fit, match and lay pipe/box to form a smooth, uniform conduit. 8. When elliptical pipe with circular reinforcing or circular pipe with elliptical reinforcing is used, lay the pipe in trench so that the markings for top or bottom are not more than 5 degrees from the vertical plane through the longitudinal axis of the pipe 9. Remove and re -lay, without extra compensation, pipe/box that is not in alignment or that shows excessive settlement after laying. C. Multiple Barrel Box Culvert Placement 1. Fill the annular space between multiple boxes with crushed rock or CLSM according to 03 34 13. a. Water jetting will not be allowed between parallel boxes. 2. Start the laying of boxes on the bedding at the outlet end and proceed toward the inlet end with the abutting sections properly matched. 3. Fit, match and lay boxes to form a smooth, uniform conduit true to the established lines and grades. D. Jointing Cold Applied Preformed Plastic Gaskets/Flexible Joint Sealants a. Brush -apply a suitable primer, recommended by the manufacturer of the gasket joint sealer, to tongue and groove joint surfaces and end surfaces. 1) Ensure that surface to be primed is clean and dry when primer is applied. 2) Ensure that primer is not applied over mud, sand, dirt or sharp cement protrusions. 3) Allow primer to dry and harden. b. Attach plastic gasket sealer around tapered tongue or tapered groove near the pipe joint hub or shoulder, before laying pipe in trench. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 3341 10 - 11 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 11 of 12 c. Remove paper wrapper from 1 side only of the 2-piece wrapper on gasket and press it firmly to the clean, dry pipe joint surface. 1) Do not remove the outside wrapper until immediately before pushing pipe into its final position. d. Align the tongue correctly with the flare of the groove. e. Remove outside wrapper on the gasket and pull or push pipe home with sufficient force (back hoe shovel, chain hoist, ratchet hoist or winch) to cause evidence of gasket material squeeze -out on inside or outside around complete pipe joint circumference. 1) Remove any joint material that pushed out into the interior of pipe. 2) Ensure that pipe is pulled home in a straight line with all parts of pipe on line and grade at all times. f. Proceed with backfilling of pipe laid with plastic gasket joints as soon as joint has been inspected and approved by the Engineer or Inspector. 1) Take special precautions in placing and compacting backfill to avoid damage to joints. g. When the atmospheric temperature is below 60 degrees F, store pre -formed flexible joint sealants in an area warmed to above 70' degrees F or artificially warmed to this temperature in a manner satisfactory to the Engineer. 1) Apply gaskets to pipe joints immediately prior to placing pipe in trench, followed by connection to previously laid pipe. 2. Rubber Gaskets a. Make the joint assembly according to the recommendations of the gasket manufacturer. b. When using rubber gaskets, make joints watertight. c. Backfill after the joint has been inspected and approved. E. Backfill 1. Conform to the requirements of Section 33 05 10 for backfilling pipe/box trenches. F. Pipe fittings 1. Poured Concrete Pipe Collars a. Provide collars for locations shown on Drawings. b. Collar cost is considered subsidiary to bid price for furnishing and installing reinforced concrete pipe. No extra payment will be made for installation of concrete pipe collars shown on the Drawings. 2. Shop and Field -Fabricated Wyes, Tees, Crosses and Bends a. Furnish and install shop or field -fabricated wyes, tees, crosses or bends as indicated on Drawings or required by the Engineer. b. Shop -fabricate fittings for maximum pipe size less than 24-inches in diameter for the larger pipe. c. Field -fabricate fittings with 24-inch or greater diameter for the larger pipe. d. Field -fabricate fittings for box culverts. e. Take care in fabrication that concrete walls of pipe are broken back only enough to provide the required finished opening. f. Join reinforcing mesh or bars by bending, twisting or spot welding to provide a rigid connection. CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 3341 10 - 12 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 12 of 12 g. Concrete or mortar (as specified in this segment) shall be wiped over the reinforcing wires connecting the 2 pipe joints, compacted by light blows, shaped to the contour of the pipe barrels, lightly brushed for finish and cured under wet burlap. Poured Concrete Pipe Plugs a. Plug pipe ends with a fabricated unit as shown on Drawings, when conduit lines terminate at locations with no connection to drainage structures. b. Concrete pipe plug cost is considered subsidiary to bid price for furnishing and installing reinforced concrete pipe. No extra payment will be made for installation of concrete pipe plugs shown on the Drawings. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Field Tests and Inspections 1. Video Inspection a. Perform post -construction TV inspection of all installed reinforced concrete pipes/boxes conforming to the requirements of Section 33 01 31. 2. Ensure that pipes/boxes are installed correctly and are free of significant debris. a. At the City's discretion, replace any pipe/box that is determined to have jointing problems, cracking or significant debris. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Eaton High School Stadium Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106072 Revised July 1, 2011 Eaton High School Stadium Addition CPN 106072 FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3116) 07/23/97 3305 13 Urethane Hydrophilic Waterstop Asahi Kogyo KK. Adeka Ultra -Seal P-201 ASTM 132240/134 t2/D792 04/26/00 3305 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 04/26/00 3305 13 Profile Gasket for N Diam, MR. Press -Seal Gasket Corp' 250-4G Gasket ASTM C-443/C-361 SS MH 1/26/99 3305 13 HDPE Manhole Adjustment Rin s Ladtech Inc HOPE Adjustment Ring Traffic and Non -traffic area 5/13/05 330513 Manhole External Wrap Canusa - CPS Wra idSesl Manhole Encapsulation Stem Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13) 1/26/99 33 39 13 1 Fiber lass Manhole Fluid Containment Inc. Flowtite ASTM 3753 Non -traffic area 08/30/06 33 39 13 Fiber lass Manhole L.F. Manulketurine Non -traffic area Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) 3305 13 Manhole Frames and Covers I Western loon Works Bass & ova Foundry 1 1001 24"x40" WD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) 3305 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia. 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia. 08/24/18 3305 13 Manhole Frames and Covers Neenah Form R-1272 ASTM.A48 &AASHTO M306 24" Dia. 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. 3305 13 Manhole Frames and Covers Sigma Corporation MH-144N 3305 13 Manhole Frames and Covers Sigma Co oration MH-143N 3305 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. 3305 13 Manhole Frames and Covers Neenah Castro 24" dia. 10/31/06 3305 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 7125/03 3305 13 Manhole Frames and Covers Saint-Gobain Pi .lines Pamrex/rexus RE32-R8FS 30" Dia. Ol/31/06 3305 13 30" Dia. MH Ring and Cover East Jordan Iron Works V 1432-2 and V 1483 Designs AASHTO M306-04 30" Dia. I t/02/10 3305 13 30" Dia. MH Ring and Cover Sigma Corporation MHI651 FWN & MHl6502 30" Dia 07/19/11 3305 13 30" Dia. MH Ring and Cover Star Pie Products MH32FTWSS-DC 30" Die 08/10/] 1 3305 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty -with Gasket Ring 30" Dia 10114/13 3305 13 30" Dia. MH Ring and Cover (Hinged & Lockable East Jordan Iron Works 30" ERGO XL Assembly with Cam Lnek/MPIC/T-Gasket ASSHTO M105 & ASTM A536 30" Dia 06/01 /17 3405 13 30" Dia. MH Ring and Cover (Lockable) Cl SIP Industries 2280 (32") ASTM A 48 30" Dia. 12/05/23 1 3405 13 30" ➢ o. MH Ring and Cover Hinged & Lockable) CI SIP Industries 4267 WT - Hinged (32") ASTM A 48 30" Dia. 09/16/19 3305 13 30" Dia. MH Rim,and Cover Composite Access Products, L.P. CAP-ONE-30-FTW, Composite, w/ Lock w/o Fling 30" Dia. 10/07/21 1 3405 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/161 3305 13 Manhole Frames and Covers Pont-A-Mousson Pamti ht 24" Dia. 3305 13 Manhole Frames and Covers Neenah Caging 24" Dia. 3305 13 Manhole Frames and Covers Western Iron Works,Bass & Has Foundry 300-24P 24" Dia. 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. 03/08/00 3305 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia. 04/20/01 3305 13 Manhole Frames and Covers SIP Semm ore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/131 3339 10 Manhole, Precast Concrete Hydro Conduit Corp SPL Item 949 ASTM C 478 48" 3339 10 Manhole, Precast Concrete Wall Concrete Pip. Co. Inc. ASTM C-443 48" 09/23/96 3339 10 Manhole. Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" no 12105/23 3339 10 Manhole Precast Concrete The Turner Company 72" I.D. Manhole w/ 32" Cone ASTM C 478 72" 05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 09/03/24 3339 10 Manhole, Precast Concrete Oldeastle Precast Inc. Manhole, 32" Opening and Flat top, (No Transition Cones) ASTM C 478 48" to 84" I.D. 06/09/ 10 3339 10 Manhole. Precast Reinforced Pol er Concrete US Com osite Pie Reinforced Polymer Concrete ASTM C-76 48" to 72" 09/06/19 33 39 20 Manhole Precast Concrete Forterm Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" 10/07/21 32 39 20 Manhole, Precast Concrete Forterm Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 39 20 Manhole Precast Reinforced Polymer) Concrete Arnn000ck 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 10/07/21 33 39 20 Manhole, Precast (Hybrid) Polymer & PVC Geneva Pipe and Precast Predl Systems) 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas 03/07/23 33 39 20 Manhole, Precast Concrete AmeriTex Pipe and Products, LLC 48" &60" I.D. Manhole w/32" Cone ASTM C-478; ASTM C-923; ASTM C-443 03/07/23 33 39 20 Manhole, Precast Reinforced Polymer) Concrete P3 Polymers, Rockilardse 48" & 60" I.D. Manhole w/32" Cone 04/28/07 Manhole, Precast Reinforced Polymer) Concrete Amitech USA Me er Pol erete Pi 02/04/26 333 20 Manhole Precast Concrete Thompson Pi a Group 48" 60" 72" I.D. Manhole w/36" Cone Sewer -(WAC) Wastewater Access Chamber 33 39 40 12/29/23 33 39 20 For use when Std. MH cannot be 1 Wastewater Access Chamber T Quickstream Solutions Inc.. Type 8 Maintenace Shaft Poo it installed due to depth Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious E1-14 Manhole Rehab Systems Quadex 04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials Inc. Relmor MSP EI-14 Manhole Rehab Systems AP/M Permaf rn 4/20/01 E]-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System 5/12/03 EI-14 Manhole Rehab System Liner Tri lex Lining System MH repair product to stop infiltration ASTM D5813 08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use ' From Original Standard Products List FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Rehab Svstems/NonCementitious 05/20/96 E1-14 Manhole Rehab Systems Spmyroq, Spray Wall Polvurcthmm Comma ASTM D639/D790 12/14/01 Coating for Corrosion rotection Exterior ERTECH Series 20230 and 2100 (Asphatic, Emulsion Structures Only 01/31/06 Coatings for Corrosion Protection Chesterton Are 791, S1BB, Sl, S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications 03/19/18 33 05 16, 33 39 10, 33 3920 Coatingfor Corrosion otecdon Exterior Sherwin Williams RR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion) For Exterior Coating of Concrete Structures Only 02/04/26 Exterior Precast Joint Seal Wra p idaud Exterior Sealant Tape/Shrinkwrap Dues not replace rubber gasket or Ram-Nek Water & Sewer - Manhole Inserts - Field Operations Use Only Rev 2/3/16 3305 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. 3305 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. 3305 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. 09/23/96 3305 13 Manhole Insert Southwestern Packing & Seals Inc. LifeSaver - Stainless Steel For 24" dia. 09/23/96 3305 13 Manhole Insert Southwestern Packing & Seals, Inc. TeffiuLok - Stainless Steel For 24" dia Water & Sewer - Pioe Casine Soacers 33-05-24 (07/01/13) 11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI 04/22/97 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" 09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casing Spacers UP to 48" 05110111 Stainless Steel Casing Spacer Powerseal 4810 Powerohock Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spaeer(Stainless Steel) 03/19/18 Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel) for Non pressure Pipe and Grouted Casing 03/29/22 3305 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 09/03/24 3305 13 Casing Spacers Raci (Completely HOPE) Per Manufacturers Requirements (Sewer Applications Only) 8" - 12" (Sewer Only) Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13) 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AW WA C150, C151 3" thru 24" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AW WA C150, C151 4" theu 30" 08/24/ 18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AW WA C 150, C 151 4" thru 30" " 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AWWA C150, C151 a 33 it 10 Ductile Iron Pipe Mc Wane Cast Iron Pipe Co. A W WA C150, C 151 Water & Sewer - Utility Line Marker (08/24/2018) Sewer - Coatings/Epoxy 33-39-60 (01/08/131 02/25/02 E oxy Lining System Sauercisen, Inc SewerGard 210RS LA Count #210-1.33 12/14/01 E o Linin 5 em Enoch Technical Coatings Ertech 2030 and 2100 Series. 04/14/05 Interior Ductile Iron Pipe Coating Ind— Protecto 401 ASTM 13-117 Ductile Iron Pie Only 01/31/06 Coatings for Corrosion Protection Chesterton Are 791. S1H8 Sl S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications Sewer - Coatings/Polyurethane Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release Valve A.ILL USA, Inc. D025LTP02 Com osite Body) 2" Sewer - Pipes/Concrete E 1-04 Conc. Pipc, Reinfnrced Wall Concrete Pie Co. Inc. ASTM C 76 EI-04 Conc. Pip-, Reinforced Hydro Conduit Corporation Class III T&G SPL Item #77 ASTM C 76 E1-04 Conc. Pipe. Reinforced Hanson Concrete Products ASTM C 76 E1-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. .ASTM C 76 Sewer -Pipe Enlar¢ment System (Method)33-31-23 (01/18/13) PIM System PIM Corporation Polyethylene RIM Corp., Piscam Way, N.J. Approved Previously McConnell systems McLat Construction polyethylene Houston,. Texas Appyrowd Previously TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously Sewer- Pioe/Fiber&ass Reinforced/33-31-13(1/8/13) 7/21 /97 3331 13 Cent. Cast Fiberglass FRP Hobas Pie USA Inc. Hobas Pie on -Pressure ASTM D3262/D3754 03/22/10 3331 13 Fiber lass Pi FRP Ameron Bendstrand RPMP Pipe ASTM D3262ID3754 04/09/21 3331 13 Glass -Fiber Reinforced Polymer Pipe FRP Thompson Pipe Group Thompson Pip. Ftowtite ASTM D3262/D3754 03/07/23 3331 13 Fiberglass Pie (FRP) Future Pipe Industries Fiberstron FRP ASTM D3262, ASTM D3681, ASTM D4161, AW WA M45 09/03/24 3331 13 Fiberglass Pipe (FRP) Superlit Bom Sanayi A.S. Superlit FRP ASTM D3262, ASTM D3517, ASTM 3754, AW WA C950 " From Original Standard Products List FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size ' From Original Standard Products List FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Sewer - Pipe/POlypler Pipe 4/14/05 Pol er Modified Concrete Pie Amitech USA Moyer Pol Crete Pipe ASTM 03, A276, F477 8" to 102", Class V 06/09/10 El-9 I Reinforced Polymer Concrete Pie US Com. osite Pie Reinforced Palmer Concrete Pie ASTM C-76 Sewer - Pipes/HDPE 33-31-23(1/8/13) ffigh-d—ity rolvethy1cru, pipe Philli s Drisco i e, Inc. O ticure Ductile Polyethylene Pipe ASTM D 1248 8" Hi h-d—it, polveth,le.. nice Plexco Inc. ASTM D 1248 8" Hi h-densi[polyethylene i PollyPipe, Inc. AST. D 1248 8" Hi h-densi of oth lene i CSR Hydro Conduit/Pi eline S cros McConnell Pipe Enlar ement ASTM D 1248 Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02111 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AW WA C900 4" thru 12" 10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AW WA C900 4" thru 12" Sewer - Pipes/PVC* 33-31-20 (7/1/13) 33-31-20 PVC Sewer Pie 1-M Manufacturin Co. Inc. JM Eagle) SDR-2"PS!15 ASTM D 3034 4" - 15" 12/23/97• 33-31-20 PVC Sewer Pie Diamond Plastics Corporation SDR-26 PSI III ASTM D 3034 4" thru 15" 33-31-20 PVC Sewer Pie Lamson V lon Pie SDR-26 (PSI 15) ASTM D 3034 4" thru 15" 12/05/23 33-31-20 PVC Sewer Pie Vin (tech PVC Pie SDR-26 (PSI 15) ASTM D3034 4" th. 15" 12/05/23 33-31-20 PVC Sewer Pie Vin ttech PVC Pie Gravity Sewer PS 115 ASTM F 679 18" 33-31-20 PVC Sewer Pie 1-M Manufacturing Co Inc. JM Eagle) PS 115 ASTM F 679 18" - 28" 05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation PS 115 ASTM F-679 18" to 48" 04/27/06 33-31-20 PVC Sewer Fittings Hare. SDR-26 PS 115) Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15" ` 33-31-20 PVC Sewer Fittings Plastic Trends, Inc.(Westlake) Gasketed PVC Sewer Main Fin. s ASTM D 3034 3/19/2018 1 33 31 20 PVC Sewer Pie Pi elite Jet Stream SDR 26 S 115 ASTM F679 18"- 24" 3/19/2018 3331 20 PVC Sewer Pie Pi elite Jet Stream SDR 26 ASTM D3034 4"- 15" 3/29/2019 33 31 20 Gasketed Fittings (PVC) GPK Products, Inc. SDR 26 ASTM D3034 4"- 15" 10/21/2020 3331 20 PVC Sewer Pie NAPC Westlake) SDR 26 ASTM D3034 4" - 15" 10/22/2020 33 31 20 PVC Sewer Pie Sanderson Pi a Co . SDR 26 ASTM D3034 4"- l5" 10/21/2020 3331 20 PVC Sewer Pie NAPCO Westlake SDR 26 PS t 15 ASTM F-679 18"- 36" 2/4/2026 33 31 20 PVC Sewer Pie Hawk Plastics Corp. SDR 26 ASTM D3034 4"- 15" ' From Original Standard Products List FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water - Anaurtenances 33-12-10 (07/Ol/13) 09/03/24 33-12-10 Double Strip Saddle Ford Meter Box Co., Inc. 202B 1 "-2" SVC,. up to 16" Pipe 01/18/18 33-12-10 Double Strap Saddle Rome 202NS N lon Coated AWWA C800 1"-2" SVC, up to 24" Pipe 08/28/02 Double Strap Saddle Smith Blair #317 Nylon, Coated Double Strap Saddle 07/23/12 33-1240 Double Strap Service Saddle Mueller Company DR2S Double SS Strap DI Saddle AWWA C800 1"-2" SVC up to 24" Pipe 03/07/23 33-12-10 Double Strap Service Saddle Po -seal 3450AS, Incl. Corp. Stop Dbl Strap, Stainless NSF ANSI 372 1"-2" SVC a to 24" Pipe 10/27/87 Curb Stops -Ball Meter Valves McDonald 6100M,610OMT & 61OMT 3/4" and 1" 10/27/87 Cub Stops -Ball Meter Valves McDonald 4603B, 4604B, 6100M, 610OTM and 6101M I Y" and 2" 5/25/2018 33-12-10 Cub Stops -Ball Meter Valves Ford Meter Box Co. Inc. FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NL AWWA C800 2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co. Inc. FB600-6-NL, FB1600-6-NL, FV23-666-W-NL, L22-66NL AWWA C800 1-1/2" 5/25/2018 33-12-10 Cub Stops -Ball Meter Valves Ford Meter Box Co., Inc. FB600-4-NL, FB1600-4-NL, B11444-WR-NL, B22444-WR-NL, L28-44NL AWWA C800 1" 5/25/2018 33-12-10 Cub Stops -Ball Meter Valves Mueller Co:, Ltd. B-25000N, B-24277N-3, B-2020ON-3, H- 15000N, , H-1552N, H142276N AWWA C800, ANSF 61, ANSFNSF 372 2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co. Ltd. B-25000N,. B-2020ON-3, B-24277N-3,H- 15000N, H-14276N H-15525N AWWA C800, ANSF 61, ANSI/NSF 372 1-1/2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. B-25000N, B-2020ON-3,H-15000N, H- 15530N AWWA C800, ANSF 61, ANSI/NSF 372 1" Ol/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries Inc. #406 Double Band SS Saddle 1 "-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve Coated Steel JCM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out 03/29/22 33-12-25 Tapping Sleeve Coated or Stainless Steel. JCM Industries, Inc. 415 Tapping Sleeve AWWA C-223 Concrete Pipe Only 05/10/11 Tapping Sleeve Stainless Steel Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16" 02/29/12 33-12-25 Tapping Sleeve Coated Steel Romac FTS 420 AWWA C-223 U P to 42" w/24" Out 02/29/12 33-12-25 Tappiru, Sleeve Stainless Steel Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Om 02/29/12 33-12-25 Tapping Sleeve Stainless Steel Roma. SST III Stainless Steel AWWA C-223 Up to 30" w/l2" Out 05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clam 4" to 30" Plastic Meter Box w/Comosite Lid DEW Plastics lnc. DFW37C-12-lEPAFFTW Plastic Meter Box w/Com osite Lid DEW Plastics Inc. DFW39C-12-IEPAF FTW 01/30/01 Plastic Meter Box w/Com osits Lid DEW Plastics Inc. DFW65C-14-IEPAF FTW Class "A" Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9 Concrete Meter Box Bass & Hays CMB-18-Dua1 1416 LID-9 Concrete Meter Box Bass & Has CMB65-B65 1527 LID-9 Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13) None Water - Combination Air Release 33-31-70 Ol 08/13 ' E I-11 Combination Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A t" & 2" E1-11 Combination Air Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 1 /2", 1" & 2" E1-11 Combination Air Release Valve Valve and Primer Corp. APCO #143C #145C and #147C 1 ". 2" & 3" Water - Dry Barrel Fire Hydrants 33-12-40 (01115/14) 10/01/87 E-1-12 Dry Barrel Fire Hydrant American -Darling Valve Drawing Nos. 90-18608 94-18560 AWWA C-502 03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30/87 E-1-12 Dry Bartel Fire H dram Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/88 EA12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435 D20436 B20506 AWWA C-502 E-1-12 Dry Bsrrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502 09/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 10/14/87 E-1-12 Dry Barrel Fire H dram Mueller Company Shop Drawings No. 6461 A-423 Centurion AWWA C-502 01/15/88 Et-12 Dry Barrel Fire Hydrant Mueller Company Shop Drawing FH-12 A423 Super Centurion 200 AWWA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pi e & Foundry Shop Drawing No. 960250 AWWA C-502 09/16/87 E-1-12 Dry Bartel Fire Hydrant American Flow Control (AFC) Water- Pacer WB67 AWWA C-502 08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ East Jordan Iron Works WaterMaster 5CD250 Water - Meters 02/05/93 El1-5Detector Check Meter Ames Commmv Model 1000 Detector Check Valve AWWA C550 4" - 10" 08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701Class 3/4"-6" ' From Original Standard Products List FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water - Pi es/PVC Pressure Water 33-31-70 01/08/13 12/05/23 33-I1-12 PVC Pressure Pie Vinitech PVC Pie DR14 AWWA C900, AWWA C605, ASTMD1784 4"-16" 12/05/23 33-1.142 PVC Pressure Pie Vln (tech PVC Pie DRI8 AWWA C900, AW WA C605, ASTM D1784 09/03/24 33-I1-12 PVC Pressure Pie Northern Pipe Products DR14 AWWA C900,.AWWA C605, ASTM D1784 4"-16" 09/03/24 33-11-12 PVC Pressure Pie Northern Pipe Produ ts DRI8 AWWA C900,.AWWA C605, ASTMD1784 16"-18" 3/19/2018 331112 PVC Pressure Pie Pi elite Jet Stream DR14 AWWA C900 4"-12" 3/19/2018 33 11 12 PVC Pressure Pie Pi elite Jet Stream DR18 AWWA C900 16"-24" 5/25/2018 33 11 12 PVC Pressure Pie Diamond Plastics Corporation DR 14 AWWA C900 4"-l2" 5/25/2018 33 11 12 PVC Pressure Pie Diamond Plastics Corporation DR 18 AWWA C900 16"-24" 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 14 AWWA C900-I6 UL 1295 ANSI/NSF 61 FM 1612 4"-28" 12/6/201 R 33 1 1 12 PVC Pressure Pipe 1-M Manufacturing Co., Inc d/b/a JM Eagle DR 18 AWWA C900-16 UL 1285 ANSJ/NSF 61 FM 1612 l6"-24" 9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9/6/2019 331112 PVC Pressure Pipe NAPCO(Westlake) DR18 AWWA C900 16'-24" 9/6/2019 331112 PVC Pressure Pipe NAPCO(Westlake) DR14 AWWA C900 4"-12" 9/6/2019 33 t 1 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- IT Water - Piues/Valves & Fittinus/Ductile Iron Fittings 33-11-11 t01/08/131 07/23192 EI-07 Ductile loon Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AWWA C153 & Cl10 E 1-07 Ductile Iron Fittings Griffin Pipe Products Co. Mechanical Joint Fittings AWWA C 110 E1-07 Ductile Iron Fittings McWane/T ler Pi Union Utilities Division Mechanical Joint Fittings, SSB Class 350 AWWA C I53, C I10, C I1 I 09/11/98 E 1-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112 02/26/14 E1-07 MJ Fittings Ate—st Class 350 C-153 MJ Fittings AWWA C153 4"-12" 05/14/98 EI-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flan Uni-Flange Series 1400 AWWA C111/C153 4"to 36" 05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flrope Uni-Flange Series 1500 Circle -Lock AWWA Cl I1/C153 4" to 24" 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AW WA C 11I/C 116/C 153 4" to 12" 02/29/12 33-11-I1 Ductile loon Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 1100 (for DI Pipe) AWWA C111/C116/C153 4" to 42" 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 2000 (for PVC Pipe) AWWA C 11I/C116/C 153 4" to 24" 08/05/04 EI-07 Mechanical Joint Retainer Glands PVC Sigma, Co. Sigma One-Lok SLC4-SLC10 AWWAC111/C153 4" to 10" 03/06/19 33-11-11 Mechanical Joint Retainer Glands PVC Sigma, Co. Sigma One-Lok SLCS4-SLCS12 AWWACIII/C153 4" to 12" 08/05/04 E1-07 Mechanical Joint Retainer Glands PVC Si to Co. Sigma One-Lok SLCE AWWA Cl I J/C153 12" to 24" 08/10/98 E1-07 MJ Finings(DIP) Sigma, Co. Sigma One-Lok SLDE AWWA C153 4" - 24" 10/12/10 E 1-24 Interior Restrained Joint System S & B Techneial Products Bulldog System ( Diamond Lok 21 & JM Eagle ASTM F-1624 4" to 12" 04/07/69 Interior Restrained Joint System Bolter Hydrogrip-R ASTM D395, D412, D471, D573, D883, D1149, D1229, D1349, D1414, D1415, D1566, F913 4'-12" 08/16/06 E1-07 Mechanical Joint Fittings SIP Industries Sersm ore Mechanical Joint Fittings AWWA C 153 4" to 24" 1 I/07/16 33-I1-1I Mechanical Joint Retainer Glands Star Pipe Products Inc. PVC Stargrip Series 4000 ASTM A536 AWWA CI1I 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pie Products, Inc. DIP Stargrip Series 3000 ASTM A536 AWWA C111 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries Scram or EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AWWA CI 11 3"-48" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Surrupore) EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC Pipe ASTM A536 AW WA CI l I 4"-12" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Red for C900 DRI8 PVC Pipe ASTM A536 AWWA CI 11 16"-1" ' From Original Standard Products List FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water - PipesNalves & Fittings/ResWent Seated Gate Valve* 33-12-20 (05AL 5) Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16" 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36" 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 SD 94-20255 AWWA C515 20" and 24" 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516SO 94-20247 AWWA C515 16" 10/24,00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 Ductile Iron AWWA C515 4" to 12" 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" 05/23/91 EI-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seated GV AWWA C509 4" to 12" 01/24/02 EI-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller E1-26 Resilient Seated Gate Valve Kennel 4" - 12" E1-26 Resilient Seated Gate Valve M&H 4" - 12" E1-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 SO 6647 AWWA C515 16" 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" SD 6709 AW WA C515 24" and smaller 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA ('515 30" and 36" 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48" 01/29/89 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4"-12" 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV SD D-20995 AWWA C515 16" 11/08/99 EI-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve SO D-21652 AWWA C515 24" and smaller 11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" Note 3) 11/30/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" Note 3 05/08/91 EI-26 Resilient Seated Gate Valve Stcekham Valves & Fittings AWWA C 509, ANSI 420 - stem, 4" - 12" EI-26 Resilient Seated Gate Valve U.S. Pipe and Forturtry Co. Me -seal 250, re uvcments SPL #74 3" to 16" 10/26/16 33-12-20 Resilient Seated Gate Valve EJ East Jordan Iron Works) EJ Flowki—, Gate Valve & Boxes Remove Marco 225 MR 24-26 Water - PipesNalves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14) EI-30 Rubber Seated Butterfly Valve HenryPratt Co. AWWA C-504 24" EI-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller 1/11/99 EI-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AWWA C-504 24" and larger 06/12/03 E1-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve. AWWA C-504 Up to 84" diameter 04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48" 03/19/18 33 1221 Rubber Seated Butterfly Valve G. A. Industries Golden Anderson) AWWA C504 Butterfly Valve AWWA C-504 30"14" 09/03/24 33 1221 Rubber Seated Butterfly Valve American AVK Cam an AWWA C504 Butterfly Valve Class 250B AWWA C-504 24" - 48" 02/04126 331221 Rubber Seated ButterflyValve Mueller Water Products Pratt XR-70 W/Segmented Seats AWWA C-504 24"-54" Water - Polvethvlene Encasement 33-11-10 (01/08/13) 05/12/05 EI-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWAC105 Emil LLD 05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics MSP and AEP Ind. Standard Hardware AW WA C105 8 mil LLD 05/12/05 EI-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AW WA C105 8 mil LLD 09/06/19 33-I1-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AWWA C105 8 mil LLD Water - Sampling Station 03/07/23 33 12 50 1 Water Sampling Station Ku f le Foundry Company Eclipse, Number 88 , 12-inch Depth of Bury As shown in spec. 33 12 50 Water - Automatic Flusher 10/21/20 Automated Flushing System Mueller H droguard HG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN--2-PVC-018-LPLG(Permanent 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800wc 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9700 (Portable) The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as pan ofthe Construction Contract Documents, the requirements ofthe Technical Specification will override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval ofthe specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department's Standard Specifications or is em the Fort Worth Water Department's Standard Products Yellow Highlight indicates recent changes ' From Original Standard Products List FORT WORM, CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 04/30/2026 !!!!!!!! .Attention: Mix Desiens do not supersede CFW SDecirications !!!!!!!!!! Approval Spec No. Classification Manufacturer Mix ID Mix Description t Design Concrete Class A Sidewalk, ADA amps, Driveways, Curb/Gutter, Median Pavement 1/14/2026 32 13 13 Mix Design AM Corp1071 3600 psi 3-5" Slump; 3-6% An 9/9/2022 32 1320 Mix Design American Concrete Company 30CAF029 3000 psi 3-5" Slump; 3-6% An 4/3/2025 32 1320 Mix Design Big Town Concrete 2211 3000 psi 3-5".Slump; 3-6% An 7/16/2025 32 1320 Mix Design Big Town Concrete 22113 With 30% Slag 3000 psi 3-5".Slump; 3-6% An 9/9/2022 32 1320 Mix Design Bumco Texas 301LJl0lAG 3000 psi 3-5" Slump; 3-6% Air 4/l/2024 32 1320 Mix Design Bumco Texas 30U500BG 3000 psi 3-5".Slump; 3-6%Air 9/9/2022 32 1320 Mix Design Carder Concrete FWCC502001 3000 psi 3-5".Slump; 3-6%Air 9/9/2022 32 1320 Mix Design Carder Concrete FWCC502021 3500 psi 3-5".Slump; 3-6%Air 9/9/2022 32 1320 Mix Des i Chisholm Trail Redi Mix C13020AE 3000 psi 3-5".Slump; 4.5-7.5% An 4/28/2025 32 1320 Mix Design Chisholm Trail Redi Mix CT6020A 3600 psi 3-5".Slump; 3-6%Air 9/9/2022 32 1320 Mix Design City Concrete Company 30HA2011 3000 psi 3-5".Slump; 3-6%Air 9/9/2022 32 1320 Mix Design Cow Town Redi Mix 253-W 3000 psi 3-5".Slump; 3-6%Air 9/9/2022 32 1320 Mix Design Cow Town Redi Mix 250 3000 psi 3-5".Slump; 3-6%Air 9/9/2022 32 1320 Mix Design Cow Town Redi Mix 350 3000 psi 3-5".Slump; 3-6%Air 1/29/2024 32 1320 Mix Design Estrada Ready Mix P3050AEWR 3000 psi 3-5".Slump; 3-6%Air 9/9/2022 32 1320 Mix Design Holcim/ Amrize 1261 3000 psi 3-5".Slump; 3-6%Air 9/23/2024 32 1320 Mix Design Holcim/ Amrize 5177 3000 psi 3-5".Slump; 3-6%Air 5/8/2025 32 1320 Mix Design Holcim/ Amrize 530WA-T I 3000 psi 3-5".Slump; 3-6% Air 4/7/2023 32 1320 Mix Design Liquid Stone C301D 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 1320 Mix Design Martin Marietta R2136214 3000 psi 3-5".Slump; 3-6% Aar 9/9/2022 32 1320 Mix Design Martin Marietta R2136014 3000 psi 3-5".Slump; 3-6% Aar 4/l/2023 32 1320 Mix Desi n Martin Marietta R2136N14 3000 si 3-5".Slu ; 3-6% Aar 6/l/2023 32 1320 Mix Desi n Martin Marietta R2136R20 3000 si 3-5".Slump; 3-6% Air 6/1/2023 32 1320 Mix Design Martin Marietta R2136N20 3000 psi 3-5".Slump; 3-6% Air 11 /2/2022 32 1320 Mix Design Martin Marietta R2141K24 4000 psi 3-5".Slump; 3-6% Air 4/7/2023 32 1320 Mix Design Martin Marietta R2136K14 3000 psi 3-5".Slump; 3-6% Aar 9/9/2022 32 1320 Mix Design Martin Marietta R2131314 3000 psi 3-5".Slump; 3-6% Air 9/9/2022 32 1320 Mix Design Martin Marietta R2132214 3000 psi 3-5".Slump; 3-6% Air 9/9/2022 32 1320 Mix Desi n Martin Marietta D9490SC 3000 psi 3-5".Slu ; 4.5-7.5% Air 5/9/2025 32 1320 Mix Desi n Martin Marietta R2136R14 3000 psi 3-5".Slump; 3-6% Air 10/4/2023 32 1320 Mix Design NBR Ready Mix CLS A-YY 3000 psi 3-5".Slump; 3-6% Air 10/4/2023 32 1320 Mix Design NBR Ready Mix CLS A -NY 3000 psi 3-5".Slump; 3-6% Air 7/10/2023 32 13.20 Mix Design Osburn 30A50MR 3000 psi 3-5" Slump; 3-6% Air 1/18/2023 32 1320 Mix Design Rapid Redi Mix RRM5020A 3000 psi 3-5" Slump; 3-6% Air 1/24/2023 32 13.20 Mix Design Rapid Redi Mix RRM5525A 3600 psi 3-5" Slump; 3-6%Air 12/22/2025 32 13.20 Mix Design Rapid Redi Mix 3250AL With 50%. Slag 3000 psi 3-5" Slump; 3-6% Air 10/24/2024 32 13.20 Mix Design SRM Concrete 30850 With 20%. Fly Ash 3000 psi 3-5" Slump; 3-6% Air 10/24/2024 32 13.20 Mix Design SRM Concrete 30350 3000 psi 3-5" Slump; 3-6% Air 10/ 18/2024 32 13.20 Mix Design SRM Concrete 30050 With 20% Fly Ash 3000 psi 3-5" Slump; 3-6% Air 1 /9/2026 32 13.20 Mix Design SRM Concrete 36822 With 20% Fly Ash 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13.20 Mix Design Tarrant Concrete FW5025A 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13.20 Mix Design Tarrant Concrete CP5020A 3000 psi 3-5" Slump; 3-6% Air 10/10/2022 32 13.20 Mix Design Tarrant Concrete TCFW5020A 3000 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13.20 Mix Design Tarrant Concrete FW5525A2 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13.20 1Mix esign Titan Ready Mix 3020AE 3000 psi 3-5" Slump; 3-6%Air 9/9/2022 32 1320 Mix Design True Grit Redi Mix 0250.230 3000 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 20 Mix Design True Grit Redi Mix 0250.2301 3000 psi 3-5" Slump; 3-6% Air 1 1/17/2025 32 1320 Mix Design True Grit Redi Mix 450.230 With 30% Slag 3000 psi 3-5" Slump; 3-6% Air Class CIP ets, Manholes Junction Boxes, Encasement, Blocking, Collars, (Spread Footing Pedestal Pole Foundations -Reference Detail 34 41 10-D605A 9/9/2022 32 13 13 Mix Design American Concrete Company 40CNF065 4000 psi 3-5" Slump; 0-3% Air 9/9/2022 32 13 13 Mix Design Branco Texas 40U500BG 4000 psi 3-5" Slump; 3-6% Air 9/21/2025 33 13 13 Mix Design Borneo Texas 36U500BG 1" 20% MRWR AIR (Lighting and Signal Footing Foundation) 3600 psi 3-5" Slump; 3-6% An 4/8/2026 03 30 00 Mix Design Barren Texas 30U500BO 4000 psi 3-5" Slump; 3-6% Air 4/28/2025 34 13 13 Mix Design Chisholm Trail Redi Mac CT6020A 3600 psi 3-5" Slump; 3-6% Air 4/28/2025 35 13 13 Mix Design Chisholm Trail Redi Mac CTFW5520A 3600 psi 3-5" Slump; 3-6% Air 4/28/2025 36 13 13 Mix Design Chishohn Trail Redi Mac CTFW6020A 4000 psi 3-5" Slump; 3-6% Air 8/4/2025 37 13 13 Mix Design Chisholm Trail Redi Mac CTFW5020A 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 255-2 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 355 3000 psi 3-5" Slump; 3-6% Air 9M2022 32 13 13 Mix Design Cow Town Redi Mix 255 3500 psi 3-5" Slump; 3-6% An 9M2022 32 13 13 Mix Design Cow Town Redi Mix 270 5000 psi 3-5" Slump; 3-6% Air 9M2022 32 13 13 Mix Design Cow Town Redi Mix 370 5000 psi 3-5" Slump; 3-6% Air 9M2022 32 13 13 Mix Design Cow Town Redi Mix 353 3000 psi 3-5" Slump; 3-6% An 9M2022 32 13 13 Mix Design Cow Town Redi Mix 257 3600 psi 3-5" Slump; 3-6% An 9M2022 32 13 13 Mix Design Cow Town Redi Mix 357 3600 psi 3-5" Slump; 3-6% Air 5/7/2025 32 13 13 Mix Design Cow Town Redi Mix 26542 4200 psi 3-5" Slump; 3-6% Air 3/3/2026 03 30 00 Mix Design Estrada Ready Mix R3555AESC 3500 psi 3-5" Slump; 3-6% An Page 1 of 7 FORT WORM, CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 04/30/2026 !!!!!!!! .Attention: Mix Designs do not suilersede CFW SLiecifications !!!!!!1!!! DescriptionApproval Spec No. Classification Manufacturer Nli, 11) Mix ...Class CIP Concrete (Continues) 2/7/2025 32 13 13 Mix Design Holcim/ Amrize 1701 4000 psi 3-5" Slump; 3-6 % Air 2/7/2025 32 13 13 Mix Design Holcim/ Amrize 1551 3000 psi 3-5" Slump; 3-6% Air 9M2022 32 13 13 Mix Design Holcim/ Amrize 5409 4000 psi 3-5" Slump; 3-6% Air 8/14/2025 32 13 13 Mix Design Holcim/ Amrize 540WA-TI With 20% Fly Ash and 30 % Slag 4000 psi 3-5" Slump; 3-6% Air 4/27/2023 32 13 13 Mix Design Liquid Stone C361DNFA 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2141230 4000 psi 3-5" Slump; 3-6% Air 8/4/2023 32 13 13 Mix Design Martin Marietta R2141R24 4000 psi 3-5" Slump; 3-6% Air 11/20/2023 32 13 13 Mix Design Martin Marietta R2146R33 4000 psi 3-5" Slump; 3-6% Air 11/20/2023 32 13 13 Mix Design Martin Marietta R2146K33 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Martin Marietta P2142233 3600 psi 3-5" Slump; 4.5-7.5% Air 9/9/2022 32 13 13 Mix Design Martin Marietta P2136224 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 1 Mix Design Martin Marietta P2141233 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Martin Marietta P2146038 4500 psi 3-5" Slump; 3-6% Air 10/24/2024 32 13 13 Mix Design Martin Marietta R2146K34 4000 psi 3-5" Slump; 3-6% Air 5/5/2025 32 13 13 Mix Design Martin Marietta R2146R35 4000 psi 3-5" Slump; 3-6% Air 5/5/2025 33 13 13 Mix Design Martin Marietta R2146K35 4000 psi 3-5" Slump; 3-6% Air 5/5/2025 33 13 13 Mix Design Martin Marietta R2146N33 4000 psi 3-5" Slump; 3-6% Air 9/12/2023 32 13 13 Mix Design NBR Ready Mix CLS Pl-YY 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design NBR Ready Mix TX C-YY 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design NBR Ready Mix TX C-NY 3000 psi 3-5" Slump; 3-6% Air 4/30/2026 32 13 13 Mix Design NBR Ready Mix CLS C-YY 3600 psi 3-5" Slump; 3-6% Air 4/30/2026 32 13 13 Mix Design NBR Ready Mix CLS C-NY Straight Cement 3600 psi 3-5" Slump; 3-6% Air 1/18/2023 32 13 13 Mix Design Rapid Redi Mix RRM5320A 3000 psi 3-5" Slump; 3-6% Air 1/18/2023 32 13 13 Mix Design Rapid Redi Mix RRM6020ASS 4000 psi 3-5" Slump; 3-6%Air 10/24/2024 32 13 13 Mix Design SRM Concrete 40350 4000 psi 3-5" Slump; 3-6% Air 10/24/2024 32 13 13 Mix Design SRM Concrete 40850 4000 psi 3-5" Slump; 3-6% Air 9/16/2024 32 13 13 Mix Design SRM Concrete 35050 3500 psi 3-5" Slump; 3-6% Air 4/28/2025 32 13 13 Mix Design SRM Concrete 36850 3600 psi 3-5" Slump; 3-6% Air 1 1 /24/2025 03 30 00 Mix Design SRM Concrete 45852 4500 psi 3-5" Slump; 4.5-7.5% Air 2/27/2026 32 13 13 Mix Design SRM Concrete 35850 With 20% Fly Ash 3500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW5320A 3000 psi 3-5" Slump; 3-6% Air 10/10/2022 32 13 13 Mix Design Tarrant Concrete TCFW6025A2 4000 psi 3-5" Slump; 3-6% Air 2/25/2026 32 13 13 Mix Design True Grit Redi Mix 450.230CIP With 30% Slag 3000 psi 3-5" Slump; 3-6% Air Class C(Drilled Shaft for Traffic Signal Pole Foundations Reference Detail 3141 10-D605 8/21/2025 3213 13 Mix Design Bumco Texas 40U502BG 1" 20% HRWR AIR 3600 psi 6-8" Slump; 3-6 % Air 6/21/2023 3213 13 Mix Design Cow Town Redi Mix 360-DS 3600 psi 5.5-7.5" Slump; 3-6%Air 3/12/2026 3213 13 Mix Design Cow Town Redi Mix 360-2DS 3600 psi 5.5-7.5" Slump; 0-3%Air 10/30/2024 3213 13 Mix Design Estrada Ready Mix R36575AEWR 3600 psi 5.5-7.5" Slump; 3-6%Air 9/11/2025 321313 Mix Design Gonzalez Brothers P6020LA 3600 psi 5.5-7.5"Slump; 3-6%Air 12/5/2022 3213 13 Mix Design Holeim/ Amrize 1822 3600 psi 5.5-7.5" Slump; 0-3%Air 9/9/2022 3213 13 Mix Design Holeim/ Amrize 1859 4000 psi 5.5-7.5" Slump; 3-6%Air 1/14/2026 3213 13 Mix Design City Concrete Company 36LA2011-MR With 20% Fly Ash 3600 psi 5.5-7.5" Slump; 3 % Air 4/7/2023 3213 13 Mix Design Liquid Stone C361DHR 3600 psi 5.5-7.5" Slump; 3-6%Air 6/27/2023 3213 13 Mix Design Martin Marietta U2146N41 3600 psi 5-7" Slump; 3-6 % Air 6/27/2023 3213 13 Mix Design Martin Marietta U2146K45 3600 psi 5-7" Slump; 3-6 % Air 5/9/2025 3213 13 Mix Design Martin Marietta U2146R41 3600 psi 5-7" Slump; 3-6 % Air 8/22/2024 3213 13 Mix Design NBR Ready Mix 135K2524 3600 psi 5.5" Slump; 3-6% Air 8/22/2024 32 13 13 Mix Design NBR Ready Mix 135KO524 3600 psi 5.5" Slump; 3-6% Air Class C(Headwalls, Wing walls, Culverts 4/8/2026 03 30 00 Mix Design Borneo Texas 36U500BC With 20% Fly Ash 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Carder Concrete FWCC602001 4000 psi 3-5" Slump; 3-6% Air 2/24/2026 03 30 00 Mix Design Chisholm Trail Redi Mix CT7020A With 20% Fly Ash 5000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design City Concrete Company 40LA2011 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 260-2 3600 psi 3-5" Slump; 3-6 % Air W9/2022 32 13 13 Mix Design Cow Town Redi Mix 360-1 3600 psi 3-5" Slump; 3-6% Air W9/2022 32 13 13 Mix Design Cow Town Redi Mix 260-1 3600 psi 3-5" Slump; 3-6% Air 8/11/2025 32 13 13 1 Mix Design I Cow Town Redi Mix 275 With 20% Fly Ash 5000 psi 4-6" Slump: 3-6% Air 8/11/2025 32 13 13 Mix Design Cow Town Redi Mix 375 5000 psi 4-6" Slump: 3-6% Air 1/29/2024 32 13 13 Mix Design Estrada Ready Mix R3655AEWR 3600 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design GCH Concrete Services GCH4000 4000 psi 3-5" Slump; 3-6% Air 4/I/2023 32 13 13 Mix Design Martin Marietta 310LBP 3600 psi 3-5" Slump; 4-7% Air 8/30/2023 32 13 13 Mix Design Martin Marietta R2141R30 4000 psi 3-5"Slump; 3-6%Air Page 2 of 7 FORT WORM, CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 04/30/2026 t�r�t�ri Att—ti— Mi, ll—i — d, not cu nrrcrdr CFw Rnrrif—tinnc Ittt lttitl Approval Spec No. Classification Manufacturer Nli, 11) Mix Description Design Strength * 28 days Design Rquirements National Spec Class C Concrete continues 9/9/2022 32 13 13 Mix Design Martin Marietta R2146035 4000 psi 3-5" Slump; 3-6% Air 3/10/2026 03 30 00 Mix Design NBR Ready Mix TX-C-YY 3600 psi 3-5" Slump: 3-6% An 3/10/2026 03 30 00 Mix Design NBR Ready Mix TX-C-NY 3600 psi 3-5" Slump: 3-6%Air 9/9/2022 32 13 13 Mix Design SRM Concrete 40050 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design SRM Concrete 35022 With 20% Fly Ash 3600 psi 3-5" Slump; 3-6% Air 3/6/2026 03 30 00 Mix Design SRM Concrete 45350 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW6020A2 4000 psi 3-5" Slump; 3-6% Air 2/26/2026 03 30 00 Mix Desi True Grit Redi Mix 455.230C With 30% Sla 3600 si 3-5" Slump; 3-6 % Av Class P (Machine Placed Paving) 4/3/2025 32 13 13 Mix Design Big Town Concrete 4511 3600 psi 1-3" Slump; 3-6% Air 4/3/2025 32 13 13 Mix Design Big Town Concrete 4411 3600 psi 1-3" Slump; 3-6% Air 6/30/2025 32 13 13 Mix Design Big Town Concrete 5211 With 20% Fly Ash 4000 psi 1-3" Slump; 3-6% Air 6/30/2025 30 13 13 Mix Design Big Town Concrete 52113 With 30% Slag 4000 psi 1-3" Slump; 3-6% Air 6/30/2025 30 13 13 Mix Design Big Town Concrete 5311 4000 psi 1-3" Slump; 3-6% Air 9/30/2025 30 13 13 Mix Design Burnco Texas 40U553BG 1"20%MRWR AIR 4000 psi 1-3"Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design Carder Concrete FWCC552091 3600 psi 1-3" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Carder Concrete FWCC602091 4000 psi 1-3" Slump; 3-6% Air 11/6/2025 32 13 13 Mix Design Chishohn Trail Redi Mix CT5520AMP With 20% Fly Ash 3600 psi 1-3" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design City Concrete Company 36LA2011 3600 psi 1-3" Slump; 3-6% Air 9/9/2022 33 13 13 Mix Design Cow Town Redi Mix 257-M 3600 psi 1-3" Slump; 3-6% Air 11/14/2022 3213 13 Mix Design Cow Town Redi Mix 357-M 3600 psi 1-3" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Cow Town Redi Mix 260-M 4000 psi 1-3" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Cow Town Redi Mix 360-M 4000 psi 1-3" Slump; 3-6% Air 2/6/2024 3213 13 Mix Design Estrada Ready Mix TD3655AEWR 3600 psi 1-3" Slump; 3-6% Air 5/12/2025 3213 13 Mix Design Holcim/ Amrize 1703 4000 psi 1-3" Slump; 3-6% Air 10/3/2025 3213 13 Mix Design Holcim/ Amrize 5405 With 20% Fly Ash 4000 psi 1-3" Slump; 3-6% Air 8/4/2023 3213 13 Mix Design Martin Marietta Q214IR27 4000 psi 1-3" Slump; 3-6% Air 11/2/2022 3213 13 Mix Design Martin Marietta Q214IK30 4000 psi 1-3" Slump; 3-6% Air 5/5/2025 3213 13 Mix Design Martin Marietta Q214IN27 4000 psi 1-3" Slump; 3-6% Air 1/23/2026 3213 13 Mix Design Martin Marietta Q2146K33 4000 psi 1-3" Slump: 3-6% Air 10/4/2023 3213 13 Mix Design NBR Ready Mix TX C SF-YY 3600 psi 1-3" Slump; 3-6% Air 10/4/2023 3213 13 Mix Design NBR Ready Mix TX C SF -NY 3600 psi 1-3" Slump; 3-6% Air 12/22/2025 32 13 13 Mix Design Rapid Redi Mix 4050AL With 50% Slag 4000 psi 1-3" Slump; 3-6% Air 10/24/2024 32 13 13 Mix Design SRM Concrete 40068 4000 psi 1-3" Slump; 3-6% Air 10/24/2024 32 13 13 Mix Design SRM Concrete 40825 4000 psi 1-3" Slump; 3-6% Air 9/16/2024 32 13 13 Mix Design SRM Concrete 40025 With 20% Fly Ash 4000 psi 1-3" Slump; 3-6% Air 10/18/2024 32 13 13 Mix Design SRM Concrete 35023 3600 psi 1-3" Slump; 3-6%Air 6/5/2025 32 13 13 Mix Design SRM Concrete 40324 4000 psi 1-3" Slump; 3-6% Air 7/21/2025 32 13 13 Mix Design SINACOLA 24011-4000MP 20% With 20% Fly Ash 4000 psi 1-3" Slump; 3-6% Air 7/21/2025 32 13 13 Mix Design SINACOLA 24011-4000MP Straight Cement 4000 psi 1-3" Slump; 3-6% Air 2/3/2026 32 13 13 Mix Design Sunrise Redi Mix 1451 4000 psi 1-3" Slump: 3-6%Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW5520AMP 3600 psi 1-3" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design True Grit Redi Mix 0255.2301 3600 psi 1-3" Slump; 3.5-6.5 % Air 9/9/2022 32 13 13 Mix Design True Grit Redi Mix 0260.2302 4000 psi 1-3" Slump; 3.5-6.5 % Air 6/17/2025 32 13 13 Mix Design True Grit Redi Mix 460.230M 4000 psi 1-3" Slump; 3-6% Air 6/23/2025 32 13 13 Mix Design True Grit Redi Mix 360.230M 4000 psi 1-3" Slump; 3-6% Air 1/2/1900 3213 13 Mix Design True Grit Redi Mix 455.230M With 30% Slag 3600 psi 1-3" Slump; 3-6%Air Class H (Hand Placed Paving. Vallev Gutter) 9/9/2022 32 13 13 Mix Design American Concrete Company 45CAF076 4500 psi 3-5" Slump; 3-6% Air 5/2/2023 32 13 13 Mix Design Big D Concrete CM14520AE 4500 psi 3-5" Slump; 3-6%Air 4/3/2025 32 13 13 Mix Design Big Town Concrete 6211 4500 psi 3-5" Slump; 3-6% Air 4/3/2025 32 13 13 Mix Design Big Town Concrete 6311 4500 psi 3-5" Slump; 3-6% Air 4/5/2025 32 13 13 Mix Design Big Town Concrete 6017 4500 psi 3-5" Slump; 3-6% Air 7/16/2025 32 13 13 Mix Design Big Town Concrete 62113 With 30% Slag 4500 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design Bumco Texas 45U500BG 4500 psi 3-5" Slump; 3-6% Air 9/30/2025 33 13 13 Mix Design Bumco Texas 45UIOOAG 4000 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 13 Mix Des i Carder Concrete FWCC602021 4500 psi 3-5" Slump; 3-6% Air 4/28/2025 32 13 13 Mix Design Chishohn Trail Redi Mix CTFW6520A 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design City Concrete Company 45NA20LI 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 265 4500 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 365 4500 psi 3-5" Slump; 3-6% Air 1 /29/2024 32 13 13 Mix Design Estrada Ready Mix R4560AEWR/ 4500 psi 3-5" Slump; 4-6% Air 9/9/2022 32 13 13 Mix Design GCH Concrete Services GCH4500 4500 si 3-5" Slump; 3-6% Air 10/4/2024 3213 13 Mix DesignHolcim/ A=e 5507 4500 si 3-5" Slump; 3-6% Air Page 3 of 7 FORT WORTH.., CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 04/30/2026 !!!!!!!! .Attention: Mix Desiens do not supersede CFW Specifications !!!!!!1!!! Approval Spec No. Classification Manufacturer Nii, 11) Mix Description Design Strength * 28 days Design Rquirements National Spec Class H Concrete continues 9/9/2022 32 13 13 Mix Design Holcim/ Amrize 1951 4500 psi 3-5" Slump; 3-6% Air 5/8/2025 32 13 13 Mix Design Amrize/ Hocim 545WA-TI 4500 psi 3-5" Slump; 3-6%Air 4/5/2025 32 13 13 Mix Design Liquid Stone C451D 4500 psi 3-5" Slump; 3-6%Air 11/2/2022 32 13 13 Mix Design Martin Marietta R2146N35 4500 psi 3-5" Slump; 3-6% Air 8/4/2023 32 13 13 Mix Design Martin Marietta R2146R36 4500 psi 3-5".Slump; 3-6% Air 11/2/2022 32 13 13 Mix Design Martin Marietta R2146N36 4500 psi 3-5" Slump; 3-6%Air 5/22/2023 32 13 13 Mix Design Martin Marietta R21461(37 4500 psi 3-5".Slump; 3-6%Air 12/22/2023 32 13 13 Mix Design Martin Marietta R2146R44 4500 psi 3-5".Slump; 3-6%Air 12/22/2023 32 13 13 Mix Des i Martin Marietta R2146K44 4500 psi 3-5".Slump; 3-6%Air 11/15/2022 32 13 13 Mix Design Martin Marietta R2146P36 4500 psi 3-5".Slump; 3-6%Air 11/15/2022 32 13 13 Mix Design Martin Marietta R2146K36 4500 psi 3-5".Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design Martin Marietta P2147241 4500 psi 3-5".Slump; 4.5-7.5%Air 9/9/2022 32 13 13 Mix Design Martin Marietta P2146236 4500 psi 3-5".Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design Martin Marietta P2146036 4500 psi 3-5".Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design Martin Marietta P2146242 4500 psi 3-5".Slump; 3-6%Air 9/9/2022 32 13 13 Mix Desi Martin Marietta P2146042 4500 psi 3-5".SI ; 3-6%Air 6/3/2025 32 13 13 Mix DesignMartin Marietta R2146K43 4500 psi 3-5".Slump; 3-6%Air 1/29/2026 32 13 13 Mix Design Martin Marietta R2146R43 4500 psi 3-5".Slump; 3-6%Air 10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-YY 4500 psi 3-5".Slump; 3-6%Air 10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-NY 4500 psi 3-5" Slump; 3-6% Air 7/10/2023 32 13 13 Mix Design Osborn 45A60MR 4500 psi 3-5".Slump; 3-6% Air 1/24/2023 32 13 13 Mix Design Rapid Redi Mix RRM6320AHP 4500 psi 3-5".Slump; 3-6% Air 12/22/2025 32 13 13 Mix Design Rapid Redi Mix 4550AL With 50% Slag 4500 psi 3-5".Slump; 3-6% Air 2/7/2025 32 13 13 Mix Design SRM Concrete. 45023 4500 psi 3-5".Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design SRM Concrete. 45000 4500 psi 3-5".Slump; 3-6% Air 5/23/2025 32 13 13 Mix Design SRM Concrete. 45300 4500 psi 3-5".Slump; 3-6% Air 10/24/2024 32 13 13 Mix Design SRM Concrete. 45350 4500 psi 3-5".Slump; 3-6% Air 10/24/2024 32 13 13 Mix Design SRM Concrete. 45850 With 20% Fly Ash 4500 psi 3-5".Slump; 3-6% Air 10/18/2024 32 13 13 Mix Design SRM Concrete. 45050 4500 psi 3-5".Slump; 3-6% Air 7/21/2025 32 13 13 Mix Design SINACOLA 24011-4500HP 20% With 20% Fly Ash 4500 psi 3-5".Slump; 3-6% Air 7/21/2025 32 13 13 Mix Design SINACOLA 24011-4500HP Straight Cement 4500 psi 3-5".Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW6020AHP 4500 psi 3-5".Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW60AHP 4500 psi 3-5".Slump; 3-6% Air 9/9/2022 32 13. 13 Mix Design Tarrant Concrete TCFW6020AHP 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Titan Ready Mix TRC4520 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design True Grit Redi Mix 0260.2301 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design True Grit Redi Mix 0265.2301 4500 psi 3-5" Slump; 3.5-6.5% Air 9/9/2022 32 13 13 Mix Design True Grit Redi Mix 270.230 4500 psi 3-5" Slump; 3-6% Air 6/12/2025 132 13 13 Mix Design True Grit Redi Mix 465.230H With 30% Slag 4500 psi 3-5" Slump: 3-6%. Air 6/23/2025 133 13. 13 Mix DesignTrue Grit Redi Mix 365.230H 4500 psi 3-5" Slump: 3-6%. Air 10/9/2024 32 13 13 Mix Design Wildcatter 4520A1 4500 psi 3-5" Slump; 3-6% Air Class HES h Early Stren th Paving) 9/9/2022 32 13 13 Mix Design Big D Concrete 14500AE 4500 psi 3-5" Slump; 3%<Air 12/ 10/2025 32 13 13 Mix Design Borneo Texas 70U 100AG I day average comp strength >4000 psi 7000 psi 3-5" Slump; 3-6% An 11/18/2025 32 13 13 Mix Design Chishohn Trail Redi Mix CTTX70AHES 2600 @24 hrs and/or 3000 @72hrs;4500@28 days 3-5" Slump; 3-6% An 2/24/2026 32 13 13 Mix Design Chishohn Trail Redi Mix CT75AHES 3000 psi @ 24 hours and 5000 psi @ 28 days 3-5" Slump; 3-6% An 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 370-INC 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 375-NC 5000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 370-NC 4500 psi 3-5" Slump; 3-6% Air 1/18/2023 32 13 13 Mix Design Cow Town Redi Mix 380-NC 4500 psi 3-5" Slump; 3-6% Air 1/29/2024 32 13 13 Mix Design Estrada Ready Mix 4575AESC 4500 psi / 3000 psi @ 3 days 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Holcim/ Ansize 2125 5000 psi 3-5" Slump; 3-6% Air 1/24/2023 32 13 13 Mix Design Liquid Stone C451DHR-A 4500 psi 3-5" Slump; 3-6% Air 4/7/2023 32 13 13 Mix Design Martin Marietta R2161K70 6000 psi / 3000 psi @ 24hrs. 3-5" Slump; 3-6% Air 2/10/2023 32 13 13 Mix Design SRM Concrete 50310 5000 psi 3-5" Slump; 3-6% Air 2/7/2025 32 13 13 Mix Design SRM Concrete 40326 4500 psi / 3000 psi @ 3 days 3-5" Slump; 3-6% Air 2/3/2026 32 13 13 Mix Design Sunrise Redi Mix 1477 3 day averse comp strength>3000 psi 5500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW6520AMR 4500 psi / 3000 psi @ 3 days 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW7520AMR 4500 psi / 3000 psi @ 3 days 3-5" Slump; 3-6% Air 3/30/2026 32 13 13 Mix Design True Grit Redi Mix 370.230HES 4500 psi ! 3000 psi A 24 hrs 3-5" Slump; 3-6% An Class S (Bridge Slabs. ToD Slabs of Direct Traffic Culverts, ADDroach Slabs) 2/24/2026 03 30 00 Mix Design Chishohn Trail Redi Mix CT7020A With 20% Fly Ash 5000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 260 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 360 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 365-STX 4000 psi 3-5" Slump; 3-6% Air 1/29/2024 32 13 13 Mix Design Estrada Ready Mix R4060AEWR 4000 psi 4-6" Slump; 3-6% Air 5/3/2023 32 13 13 Mix Design Martin Marietta M7842344 4000 psi 3-5" Slump; 4.5-7.5% Air 4/U2023 32 13 13 Mix Design Martin Marietta R2146P33 4000 psi 3-5" Slump; 3-6% Air rage 4 or i FORT WORM, CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 04/30/2026 !!!!!!!! .Attention: Mix Desims do not supersede CFW SDecifeations !!!!!!1!!! DescriptionApproval Spec No. Classification Manufacturer Nii, 11) Mix Class S Concrete continues 8/18/2025 32 13 13 Mix Design Martin Marietta 610LBT 4000 psi 3-5" Slump; 3-6% Air 4/15/2024 32 13 13 Mix Design NBR Ready Mix TX S-NY 4000 psi 3-5" Slump; 3-6% An 4/15/2024 32 13 13 Mix Design NBR Ready Mix TX S-YY 4000 psi 3-5" Slump; 3-6% Air 4/5/2025 32 13 13 Mix Design SRM Concrete 40850 With 20% Fly Ash 4000 psi 3-5" Slump; 3-6% Air 4/5/2025 32 13 13 Mix Design SRM Concrete 40350 4000 psi 3-5".Slump; 3-6% Air 3/6/2026 03 30 00 Mix Design SRM Concrete 45350 4500 psi 3-5" Slump; 3-6% Air 5/5/2023 32 13 13 Mix Design SRM Concrete DIOOOO8553CB 4000 psi 3-5" Slump; 3-6%Air Concrete Base Trench Re iair 4/I/2023 03 34 16 Mix Design Bumco Texas IOYH50BF 1000 psi Flowable; 8.5-11.5% Air 9/9/2022 03 34 16 Mix Design Bumco Texas 108Y45013A 1 800 psi 5-7" Slump; 3-6 % Air 12/19/2025 03 34 16 Mix Design Cow Town Redi Mix 330-S8 750 psi 5.5-8.5" Slump; 5-15% 9/30/2025 03 34 16 Mix Design Martin Marietta YN810001 750 psi 8-12" Slump; 5-10% Ah 12/26/2025 0334 16 Mix Design SRM Concrete 1915 750 psi Flowable; 3-6% Air Controlled Low Strength Material (Flowable Fill) 2/7/2025 03 34 13 Mix Design Bumco Texas OIY69OBF 100 psi Flowable; 9.5-11.5% Air 5/19/2025 03 34 13 Mix Design Bumco Texas OIZ180AF 106 psi Flowable; 9.5-11.5% Air 11/18/2025 033413 Mix Design Bumco Texas OIZ401BF SAND 25% MRWR 17% AIR FLOW FILL 100 psi Flowable; l7+/-1.5%sit 9/9/2022 03 34 13 Mix Design Carder Concrete FWCC359101 50-150 psi 3-5".Slump; 8-12% Air 9/9/2022 0334 13 Mix Design Carder Concrete FWFF237501 50-150 psi Flowable; 8.5-11.5% Air 8/4/2025 03 34 13 Mix Design Chisholm Trail Redi Mix CT150FF 50-150 psi Flowable; 7-9.0% Air 12/26/2025 03 34 13 Mix Design Chisholm Trail Redi Mix CTFWCLSM 100-150 psi 5-7" slum ; 8.5-1 L5 % Air 9/9/2022 03 34 13 Mix Design City Concrete Company 11-350-FF 50-150 psi Flowable; 8-12%Air 9/9/2022 03 34 13 Mix Desi Cow Town Redi Mix 9 70 psi 7-9" Slump; 8-11 % Air 4/30/2026 0334 13 Mix Design Cow Town.Redi Mix 9-S Flowable fill/ Straight Cement 70 psi 6-12" Slump; 5-15%Air 9/9/2025 03 34 13 Mix Design Cow Town Redi Mix 10 Min 50 psi Min 9" Slum ; 10-20% Air 5/12/2025 033413 Mix Design Holcim/Amrize 3741 100 psi Flowable; 12.0-24.0%Air 8/4/2025 03 34 13 Mix Design Holcim/ Amrize 901 100 psi 9-11" Slump; 10-30% Air 8/14/2025 033413 Mix Design Holcim/Amrize 904 150 psi 9-11"Slump; 10-30%Air 2/27/2026 03 34 13 Mix Design Holcim/ Amrize 3747 150 psi Flowable; 12.0-24.0% Air 9/11/2025 .0334 13 Mix Design Martin Marietta FLOW25A 150 psi 8"-12" Slump; 10% Air 10/4/2023 0334 13 Mix Design NBR Ready Mix FTW FLOW FILL 150 psi 7-10" Slump; 8-12% Air 4/30/2026 0334 13 Mix Design NBR Ready Mix FO000022 150 psi 8.5%12" Slum ; 10%20% Air 2/7/2025 0334 13 Mix Design SRM Concrete 910 150 psi Flowable; 8-12% Air 12/26/2025 0334 13 Mix Design SRM Concrete 900 100 psi Flowable; 10-30% Air 9/9/2022 0334 13 Mix Design Tarrant Concrete FWFF150CLSM 50-150 psi Flowable; 8-12%Air 4/8/2026 03 34 13 Mix Design True Grit Redi Mix FF420.23OCS CISM Flowable Fill, 100% Concrete Sand 150 psi Flowable; 8-12% Air 4/8/2026 0334 13 Mix Desi True Grit Redi Mix FF420.230MS CLSM Flowable Fill, 100% Manufactured Sand 150 psi Flowable; 8-12%Air Concrete Ri Ra 4/1/2023 31 37 00 Mix Design Martin Marietta JR2141030 4000 psi 3-5" Slump; 3-6% An 4/1/2023 131 3700 1 Mix Design Martin Marietta JR2146033 1 4000 psi 3-5" Slump; 3-6% Air Cement- Stabilized Sand CSS 11/21/2025 330510 Mix DesignBumco Texas 104Z50013A SAND 20% MRWR 17% AIR FLOW FILL 250 psi Flowable;15.5-18.5%Air ]runt 4/24/2026 1 1 Mix Design I Burnco Texa IFMG75 Pipe Collars Grout 3000 psi 7"-10" Slump; 2.0 % Air 4/22/2026 13305 10 1 Mix Design SRM Concrete I CC0090CG Cellular Grout 300 psi I Flowable; >50% Air Asphalt Paving 9/9/2022 32 12 16 Mix Design Austin Asphalt FT5B 117965 FT511117965 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Austin Asphalt FTIBI39965 FTIB139965 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Austin Asphalt FT1B117.2 FT113117.2 PG64-22 Type B Fine Base 5/l/2024 32 12 16 Mix Design Reynolds Asphalt 340-DG-B P 340-DG-B PG64-22 Type B Base. Course 9/9/2022 32 12 16 Mix Design Reynolds Asphalt 1112B 1112B PG64-22 Type B Fine Base 9/9/2022 32 1216 Mix Design Reynolds Asphalt 1612B 1612B PG64-22 Type B Fine Base 4/4/2025 32 1216 Mix Design Reynolds Asphalt 2315B 2315B PG64-22 Type B Fine Base 4/13/2026 32 12 16 Mix Design Reynolds Asphalt 2409B 3076 DG-B SAC B PG64-22 RAP 19.8% RAP/Binder 4/13/2026 32 12 16 Mix Design Reynolds Asphalt 2525D 341 DG-D PG70-22 Virgin 0% RAP 12/5/2022 33 1216 Mix Design Surmount Paving 3076BV6422 3076BV6422 PG62-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Surmount Paving 341-BRAP6422ERG 34 1 -BRAP6422ERG PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 37-211305-20 37-211305-20 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 44-211305-17 44-211305-17 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 211305 (1757) 211305 (1757) PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 64-224125-18 PG 64-224125-18 PG70-22 Type D Fine Surface 4/l/2024 32 12 16 Mix Design TXBIT 344 MAC-SP-D 70-22YR 344 MAC-SP-D 70-22XR SAC A-R Type D Fine Surface Page 5 of 7 FORT WORTH... CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 04/30/2026 !!!!!!!! .Attention: Mix Desiens do not supersede CFW Specifications !!!!!!1!!! Approval Spec No. Classification Manufacturer Nii, 11) Mix Description Design Strength 28 days Design Rquirements National Spec Detectable Warning Surface 9/9/2022 32 1320 DWS - Pavers Pine Hall Brick (Winston Salem, NC) Tactile Pavers 9/9/2022 32 1320 DWS - Pavers Western Brick Co. (Houston, TX) Detectable Warning Pavers 9/9/2022 32 1320 DWS - Composite Armor Tile 9/9/2022 32 1320 DWS - Composite ADA Solutions (Wilmington, MA) Heritage Brick CIP Composite Paver 4/7/2023 32 1320 DWS - Pavers ADA Solutions (Wilmington, MA) Detectable Warning Pavers 10/16/2025 32 1320 DWS - Pavers EQUALTILE EqualTile Brick Pattern Wet -Set Replaceable 10/16/2025 32 1320 DWS - Pavers EQUALTILE EqualTile Cast -In -Place Replaceable 4/13/2026 32 1320 DWS Tuffile Inc Polymer Surface applied detectable warnings 4/13/2026 32 1320 DWS Tuffile Inc Galvanized steel Surface applied detectable warnings 4/13/2026 32 1320 DWS Tuffile Inc Polymer wet set detectable warnings for cast in place 4/13/2026 32 1320 DWS Tuffile Inc Galvanized steel wet set detectable warnings for cast in place 4/13/2026 32 1320 DWS Tuffile Inc Cast von wet set detectable warnings for cast in place Silicone Joint Sealant 9/9/2022 32 13 73 Joint Sealant Dow 890SL 890SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 32 1373 Joint Sealant Tremco 900SL 900SL - Cold Applied, Single Component, Silicone Joint Sealant AST I D5893 9/9/2022 32 1373 .Joint Sealant Pecora 300SL 300SL - Cold Applied, Single Component, Silicone Joint Sealant AST. D5893 9/9/2022 32 1373 Joint Sealant Crafco RoadSaver Silicone RoadSaver Silicone - Cold Applied, Single Component, Silicone Joint Sealant JASTM D5893 Utilitv Trench Embedment Sand 9/9/2022 3305 10 Embedment Sand Silver Creek Materials I jUtifity Embedment Sand I JASTM C33 9/9/2022 3305 10 Embedment Sand Crouch Materials Utility Embedment Sand I JASTM C33 9/9/2022 3305 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand Tin Top Martin Marietta I Utility Embedment Sand I ASTM C33 Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 9/28/2018 3305 13 Manhole Frames and C AccuCast (Govind Steel Company, LTD) MHRC #220605 MHRC #220605 (Size - **24" Dia.) ASTM A48 AASHTO M306 9/28/2018 3305 13 Manhole Cover Neenah Foundry NF-1274-T91 NF-1274-T9 i (Size - 32" Dia.) ASTM A48 AASHTO M306 9/28/2018 3305 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged) NF-1743-LM (Hinged) (Size - 32" Dia.) ASTM A48 AASHTO M306 9/28/2018 33 05 13 Manhole Frame Neenah Foundry NF-1930-30 NF-1930-30 Size - 32.25" Dia. ASTM A48 AASHTO M306 9/28/2018 3305 13 Manhole Frames and Covers Neenah Foundry R-1743-ITV R-1743-Hv (Size - 32" Dia.) ASTM A48 AASHTO M306 2/13/2026 3305 13 Round Manhole lid and frame Neenah Foundry Part number 101560 and 12940110 Size- 24" Dia clear opening AASHTO M306 H-20 4/3/2019 33 05 13 Manhole Frames and SIP Industries ++ 2279ST 2279ST (Size - 24" Dia.) ASTM A48 AASHTO M306 4/3/2019 33 05 13 Manhole Frames and SIP Industries ++ 2290ST 2280ST (Size - 32" Dia.) ASTM A48 AASHTO M306 10/8/2020 3305 13 Manhole Frames and EJ ( Formally East Jordan Iron Works) EJ1033 Z2/A EJ1033 Z2/A (Size - 32.25" Dia.) ASTM A536 AASHTO M306 3/8/2024 33 05 13 Curb Inlet Covers SIP Industries ++ 2296T 2296T (Size - ***24" Dia.) ASTM A48 AASHTO M306 6/18/2024 3305 13 Curb Inlet Covers SIP Industries ++ 2279STN 2279STN (Size - 24" Dia.) JASTM A48 AASHTO M306 **Note. All— developmem and new lnsudlation manhole lids shallmeet the minimum 30-inch opening requirement as specified in City Specification 33 0513. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and covers. Storm Sewer - Inlet & Structures 33-05-13 10/8/2020 33 49 20 Curb Inlets Fonterra FRT-lOx3-405-PRECAST** (Size - 10' X T) ASTM C913 10/8/2020 33 49 20 Curb Inlets Fonterm FRT-1 Ox3-406-PRECAST** (Size - 10' X T) ASTM C913 10/8/2020 33 49 20 Curb Inlets Fonterm FRT-lOx4.5-407-PRECAST** (Size - HI X 4.5') ASTM C913 10/8/2020 33 49 20 Curb Inlets Fonterra FRT-1Ox4.5-420-PRECAST** (Size - 10'.X 4.5') ASTM C913 10/8/2020 33 39 20 Manhole Fonterra FRT-4X4-409-PRECAST-TOP (Size - 4' X 4') ASTM C913 10/8/2020 33 39 20 Manhole Fonterra FRT-4X4-409-PRECAST-BASE (Size - 4' X 4') ASTM C913 10/8/2020 33 39 20 Manhole Fonterra FRT-5X5-410-PRECAST-TOP (Size - 5' X T) ASTM C913 10/8/2020 33 39 20 Manhole Fonterra FRT-5X5-410-PRECAST-BASE (Size - TX T) ASTM C913 10/8/2020 33 39 20 Manhole Fonterra FRT-6X6-411-PRECAST-TOP (Size - 6' X 6') ASTM C913 10/8/2020 33 39 20 Manhole Fonterra FRT-6X6-411-PRECAST-BASE (Size - 6' X 6') ASTM C913 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-10X3-405-PRECAST INLET** (Size - 10' X T) ASTM 615 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-15X3-405-PRECAST INLET** (Size - 15' X T) ASTM 615 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-20X3-405-PRECAST INLET** (Size - 20' X T) ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST TOP (Size - 4' X 4') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST BASE (Size - 4' X. 4') ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-4X4412-PRECAST 4-FT RISER (Size - 4' X 4') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5410-PRECAST TOP (Size - TX T) ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pie Group TPG-5X5410-PRECAST BASE (Size - 5' X 5') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pie Group TPG-5X5412-PRECAST 5-FT RISER (Size - 5' X 5') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pie Group TPG-6X641 I -PRECAST TOP (Size - 6' X 6') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pie Group TPG-6X641 I -PRECAST BASE (Size - 6' X 6') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-412-PRECAST 6-FT RISER (Size - 6' X 6') ASTM 615 Page 6 of 7 FORT WORTH... CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 04/30/2026 tl rltl❑ Atrontlnne Mis 11"iansdn not cu nrrcrdr Crw Rnrrir—tinnc iiii illltl Approval Sl,,, No. Classification Manufacturer Nli, 11) Mix Description Design Strength 28 days Design Rquirements National Spec Storm Sewer... 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST TOP (Size - TX T) ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST BASE (Size - TX T) ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-412-PRECAST 4-FT RISER (Size - TX T) ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST TOP (Size - 8' X 8') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST BASE (Size - 8' X 8') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-412-PRECAST 5-FT RISER (Size - 8' X 8') ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG4X4-408-PRECAST INLET (Size - 4' X 4') ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-5X5-408-PRECAST INLET (Size - 5' X 5') ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-6X6-408-PRECAST INLET (Size - 6' X 6') ASTM 615 8/28/2023 3349 10 Manhole Oldcastle Precast 4' x 4' Stacked Manhole (Size - 4' X 4') ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box (Size - 5' X 8') ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast 4' x 4' Storm Junction Box (Size - 4' X 4') ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast 5' x 5' Storm Junction Box (Size - 5' X 5') ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast 6' x 6' Storm Junction Box (Size - 6' X 6') ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast 8' x 8' Storm Junction Box Base (Size - 8' X 8') ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box Base (Size - 5' X 8') ASTM C478 8/28/2023 3349 10 Manhole Rinker Materials Reinforced 48" Diameter Spread Footing. Manhole (Size - 4' X 4') ASTM C433 8/28/2023 33 39 20 Curb Inlet 10'x 3' Ri Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 8/28/2023 33 39 20 Curb Inlet 15 'x 3'Rh Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 8/28/2023 33 39 20 Curb Inlet 20' x 3' Ri Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 1/12/2024 33 49 20 Drop Inlet AmeriTex Pipe &Products Drop Inlet (4' X 4') ASTM C913 1/12/2024 33 49 20 Drop Inlet AmeriTex Pipe &Products Drop Inlet (5' X 5') ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 4'x4' Storm Junction Box ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 5'x5' Storm Junction Box ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products 5' Precast Transition MH (4' MH on the top of 5' JB) ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 6'x6' Storm Junction Box ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products 6' Precast Transition MH (4' MB on the top of 6' JB) ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 8'x8' Storm Junction Box ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products 8' Precast Transition MH (4' MH on the top of 8' JB) ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Type C Storm Drain Manhole on Box (4' MH on the top of RCB) ASTM C913 7/16/2024 33 49 20 Curb Inlets AmeriTex Pipe &Products 100 Precast** (Size 10' x T) ASTM C913 7/16/2024 33 49 20 Curb Inlets AmeriTex Pipe &Products 150 Precast** Size 15' x 3' ASTM C913 *'Note: Pre -cast inlets are approved for the stage I portion of the structure (basin) only. Stage It portion of the structure are required to be cast in -place No exceptions to this requirement shall be allowed. Storm Sewer - Pines & Boxes 33-05-13 4/9/2021 3341 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS) ADS HP Storm Polypropylene (PP) Pipe (Size - 12" - 60") 1 ASTM F2881 & AASHTO M330 8/28/2023 3341 10 Storm Drain Pipes Rinker Materials Reinforced Concrete Pie Tongue and Groove Joint Pipe (Size - 2 1 " or larger) ASTM C76, C655 8/28/2023 3341 10 Culvert Box Rinker Materials Reinforced Concrete Box Culvert (Sze - Various) I ASTM C789, C850 10/12/2023 3341 10 Storm Drain Pipes AmeriTex Pipe &Products Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger) ASTM C76, C506 10/12/2023 3441 10 Culvert Box AmeriTex Pipe &Products Reinforced Concrete Box Culvert (size - Various)) I ASTM C1433,CI577 10/18/2023 3541 10 Storm Drain Pipes The Turner Co. Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger) ASTM C76, C506 10/18/2023 3341 10 Culvert Box The Turner Co. Reinforced Concrete Box Culvert (size - Various) I ASTM C1433,C 1577 4/12/2024 33 41 10 Storm Drain Pipes Thompson Pipe GroupReinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size Various) ASTM C76, C506 6/25/2024 1334110 Culvert Box Oldcastle Reinforced Concrete Box Culvert jASTM C1433,CI577 6/25/2024 13341 10 1 Storm Drain Pipes 01dcastle Reinforced Concrete Pie Tongue and Groove Joint Pipe* Size Various) I ASTM C76, C506 Monthly New Entires. Page 7 of 7 CFW Lighting Approved Products List CFW Product Name Manufacturer Manufacturer Product Name &Description Residential -Standard MRT2470AB-Type 11, 36" or 60" Rise 2/Bolt 8' Arm, Makers Sales and Marketing, LLC Galvanized MRT2470AB-Type 11, 36" or 60" Rise 2/Bolt 8' Arm, Type 11 Pole Makers Sales and Marketing, LLC Black DB01373(page 1 of 6)-Shoe Base Pole Type 11, Valmont Industries, Inc Galvanized Makers Sales and Marketing, LLC Type 33B, 36" Rise Simplex 8' Arm, Galvanized Makers Sales and Marketing, LLC Type 33B, 36" Rise Simplex 8' Arm, Black Type 33B Arm Valmont Industries, Inc D1301373(page 4 of 6)-Single Arm Type 33B, Galvanized American Electric Lighting, ATB0-P101-Mvolt-R2-3K- Acuity Brands Lighting, Inc. M P-N L-P7-AO-RFD325607 American Electric Lighting, ATB0-P101-Mvolt-R4-3K- Acuity Brands Lighting, Inc. M P-N L-P7-AO-RFD325606 Residential Luminaire American Electric Lighting, ATB0-P101-Mvolt-R2-3K-BI< Acuity Brands Lighting, Inc. M P-N L-P7-AO-RFD325609 American Electric Lighting, ATB0-P101-Mvolt-R4-3K-BI< Acuity Brands Lighting, Inc. M P-N L-P7-AO-RFD325608 McFarland Cascade CREOSOTE 30/35 FOOT TIMBER POLE Timber Pole Bayou Forest Products 30-35' .80 CCA Green Timber Pole Makers Sales and Marketing, LLC Wood Pole Arm, 36" Rise Simplex 8' Arm, Galvanized Wood Pole Arm Makers Sales and Marketing, LLC lWood Pole Arm, 36" Rise Simplex 8' Arm, Black Valmont Industries, Inc I DB01373(page 6 of 6)-Wood Pole Arm, Galvanized Arterial -Standard MRT33.585AB-Type 18, 36" or 60" Rise 2/Bolt 8' Arm, Makers Sales and Marketing, LLC Galvanized MRT33.585AB-Type 18, 36" or 60" Rise 2/Bolt 8' Arm, Type 18 Pole Makers Sales and Marketing, LLC Black DB01373(page 2 of 6)-Shoe Base Pole Type 18, Valmont Industries, Inc Galvanized Makers Sales and Marketing, LLC Type 33A, 60" Rise Simplex 8' Arm, Galvanized Makers Sales and Marketing, LLC Type 33A, 60" Rise Simplex 8' Arm, Black Type 33A Arm Valmont Industries, Inc DB01373(page 3 of 6)-Single Arm Type 33A, Galvanized American Electric Lighting, ATBO-P303-Mvolt-R2-31<- Acuity Brands Lighting, Inc. M P-N L-P7-AO-RFD322792 American Electric Lighting, ATBO-P303-Mvolt-R4-31<- Acuity Brands Lighting, Inc. M P-N L-P7-AO-RFD322794 Arterial Luminaire American Electric Lighting, ATBO-P303-Mvolt-R2-3K-BI< Acuity Brands Lighting, Inc. M P-N L-P7-AO-RFD322793 Acuity Brands Lighting, Inc. American Electric Lighting, ATB0-P303-Mvolt-R4-3K-BI< M P-N L-P7-AO-RFD322795 McFarland Cascade CREOSOTE 35/40 FOOT TIMBER POLE Timber Pole Bayou Forest Products 30-35' .80 CCA Green Timber Pole Makers Sales and Marketing, LLC Wood Pole Arm, 60" Rise Simplex 8' Arm, Galvanized Wood Pole Arm Makers Sales and Marketing, LLC Wood Pole Arm, 60" Rise Simplex 8' Arm, Black Valmont Industries, Inc DB01373 page 5 of 6 -Wood Pole Arm, Galvanized Decorative -Pedestrian Holophane, CLA 10.6(OAL)FT J20P07BK-MOD, AB-31-4RFD110736 Washington 10' Pole Acuity Brands Lighting, Inc. Holophane, CLA14FT J20DMODC03BK RFD325026, AB - Washington 14' Pole Acuity Brands Lighting, Inc. 16-4 SPEC RFD325026 Holophane, WFCL3 P40 30K MVOLT FC3 NF BK AO PR7 Washington Luminaire Acuity Brands Lighting, Inc. FRGL RFD338699 Washington Globe Holophane, AWDE3 P40 30K MVOLT MS AL3 BK PR7 Luminaire Acuity Brands Lighting, Inc. AO RFD-315548 Oleander Type A Pole Acuity Brands Lighting, Inc. Holophane, PDA 12S5L20POBBK-MOD Oleander Type B Pole Acuity Brands Lighting, Inc. Holophane, PDA20S5L20P08BK-MOD Oleander Type B Arm Acuity Brands Lighting, Inc. Holophane, OHC 151N 2A TN BK Holophane, AUCL2 P40 30K AS BK L3 N P7 AO Oleander Luminaire Acuity Brands Lighting, Inc. RFD338741 Berry 12' Pole Acuity Brands Lighting, Inc. Holophane, RSA 12 50 G12 SC BK AB-26-4 RFD326400 Berry 20' Pole Acuity Brands Lighting, Inc. Holophane, PD20S5J20P11BK RFD338816 Berry Arm Acuity Brands Lighting, Inc. Holophane, VLC 271N 1A TN QSM BK Holophane, GPLF3 P40 30K MVOLT ASY QSM BK PR7 Berry Luminaire Acuity Brands Lighting, Inc. AO SH Banner Arms Acuity Brands Lighting, Inc. Holophane, BA-241N-2A-CO-S4J-BL-075P-BK System Rigid Nonmetallic Schedule 80 Conduit, Meets UL 651 Cantex Inc. specifi cations and NEMA TC2, Rated for 90°C Cable, Sunlight Resistant, 10' Lengths and 20' lengths Rigid Nonmetallic Schedule 80 Electric Conduit, Meets UL 651 specifications, RUS listed, NEMA TC-2 and Heritage Plastics NEMA TC-3, Rated for 90°C Cable, Sunlight & Weather Conduit Resistant PVC Rigid Schedule 80 Conduit, Conforms to UL 651 Atkore-Heritage Plastics and NEMA TC 2, Sunlight Resistant, Listed for 90°C conductors or cable Schedule 80 PVC Rigid Nonmetallic Conduit, Extra Prime Conduit, Inc Heavy Wall EPC-80, Sunlight resistant, Rated for use with 90°C conductors, Meets UL651 Splice Kit With Connector NSi Industries, LLC Gel Stub Splice Kit with Connector, Easy -Splice, ESSLK Series Southwire Type XHHW-2 copper conductor, 600V TYPE XHHW-2 / RW90, copper conductor, Superslick Encore Wire Elite, 600V/1000V Encore Wire THHN / MTW / THWN-2 Copper conductor, 600V Copper Wire/Conductor Servicepro-X XHHW-2, 600/1,000 Volt Copper, CT Service Wire Co Rated XHHW-2 Low Smoke Halogen Free, Cross -linked Advanced Digital Cable Inc Polyethylene Insulated 14 AWG-750 MCM, 600 Volts, 90°C Dry and wet Aluminum Wire -Triplex Priority Wire & Cable, Inc Triplex Overhead Aluminum Conductor General Purpose, Midget Class MEN Fuses, Voltage Edison Rating: MEN - 250 VAC, Ampere Rating: 0.5 - 30 Amps, Interrupting Rating: 10,000 RMS Amps @ 125V Modular Ferrule Fuse Blocks for Midget Class and CC Edison Fuses Fuse & Fuse Holder In -line fuse holders for Single -Pole 13/32" x 1 1/2" Cooper Fuses HEB-AA Bussmann Series, HEB breakaway and non -breakaway EATON in -line fuse holders for UL 13/32" x 1- 1/2"supplemental fuses Bussmann Series, FNM 13/32- x 1-1/2- 250Vac time - delay supplemental fuses Wire Joints for Copper Conductor, Cat No: 54615, Connector Thomas &Betts 54620, 54625-TB, 54635, 54640, 54630 Electrol Systems, Inc TY A (120/240) 100(NS)AL(E)PS(U) Metered Pedestal 120-240V WE Manufacturing & Controls TY A 120/240 100(NS)AL(E)PS(U) Metered Pedestal 240- Electrol Systems, Inc TY A (240/480) 100(NS)AL(E)PS(U) WE Manufacturing & Controls TY A 240/480 100(NS)AL(E)PS(U) 480V Polymer Concrete, PHA132412X0002: TIER 22 (X) 22, MacLean Highline 500lbs Polymer Concrete, H-SERIES UNIT, H1730-24 TIER-22 - Oldcastle TXDOT 2x 1/2" CAPTIVE BOLT - 2x BRASS FLOATING Ground Box NUT Polymer Concrete, H-SERIES UNIT, H1324-24 TIER-15 - Oldcastle TXDOT 2x 1/2" CAPTIVE BOLT - 2x BRASS FLOATING NUT Split Bolt Connectors, Copper Split Bolts 2 Wire, N Kearneys NSi Industries, LLC Series Dark To Light, DLL Elite, Electronic Locking, Type Photocell Acuity Brands Lighting, Inc. Photocontrol, DLL-127 or DLL-480 Shorting Caps Acuity Brands Lighting, Inc. Dark To Light, Part # DSHORT SBK U Interim Products Residential Luminaire ITRASTAR INC. DURA-STR10A-3K-120-3-GR-SCL Arterial Luminaire ITRASTAR INC. DURA-STR25-3K-120-3-GR-SCL